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CONTRACT WITH SOMMERS CONSTRUCTION FOR NEW BATH HOUSE FACILITY AT DIAMOND LAKES CAMPGROUND
PROJECT SPECIFICATION DA 1520 DIAMOND LAKES CAMPING BATH HOUSE AUGUSTA, GEORGIA Owner: Augusta-Richmond County Recreation and Parks Department 2027 Lumpkin Road Augusta, Georgia 30906 Set No. JULY 10, 2015 Architect: dickinson ARCHITECTS 771 Broad Street,Suite 200 Augusta, Georgia 30901 ,IN411Clklbt,\ , vw REGISTER D • • ARCHITECT ? NO.RA010761 �O Or-1s CLAIRE D\Cs\- CCiQttp ARCHITECT Diamond Lakes DA#1520-BH Camping Bath House TABLE OF CONTENTS SECTION TITLE NO. OF PAGES A Invitation for Bids 1 B Proposal 4 C Bid Bond 2 D Instructions to Bidders 3 E Agreement 4 F Notice of Award 1 G Notice to Proceed 1 H Performance and Payment Bonds 5 General Conditions 23 J Special Conditions 8 TS Technical Specifications—FOLLOWING PAGES INDEX-1 Diamond Lakes DA#1520-BH Camping Bath House 1.01 DIVISION 00--PROCUREMENT AND CONTRACTING REQUIREMENTS 00 7300-Supplementary Conditions SPECIFICATIONS 2.01 DIVISION 01 --GENERAL REQUIREMENTS 01 1000-Summary 01 2000- Price and Payment Procedures 01 2300-Alternates 01 3000-Administrative Requirements 01 4000-Quality Requirements 01 5000-Temporary Facilities and Controls 01 6000- Product Requirements 01 7000- Execution and Closeout Requirements 01 7800-Closeout Submittals 01 7900- Demonstration and Training 2.02 DIVISION 02--EXISTING CONDITIONS (NOT USED) 2.03 DIVISION 03 --CONCRETE 03 0505- Underslab Vapor Barrier 2.04 DIVISION 04--MASONRY 04 2000- Unit Masonry 2.05 DIVISION 05--METALS 05 5000-Metal Fabrications 2.06 DIVISION 06 --WOOD, PLASTICS,AND COMPOSITES 06 1000-Rough Carpentry 2.07 DIVISION 07--THERMAL AND MOISTURE PROTECTION 07 4113-Metal Roof Panels 07 4646-Fiber Cement Siding 07 7123- Manufactured Gutters and Downspouts 07 9005-Joint Sealers 2.08 DIVISION 08--OPENINGS 08 1113- Hollow Metal Doors and Frames 08 7100- Door Hardware 2.09 DIVISION 09 --FINISHES 09 6700- Fluid-Applied Flooring 09 9113 - Exterior Painting 09 9123- Interior Painting 2.10 DIVISION 10 --SPECIALTIES 10 2800-Toilet, Bath, and Laundry Accessories 2.11 DIVISION 11 --EQUIPMENT(NOT USED) 2.12 DIVISION 12--FURNISHINGS (NOT USED) 2.13 DIVISION 13 --SPECIAL CONSTRUCTION (NOT USED) 2.14 DIVISION 14--CONVEYING EQUIPMENT(NOT USED) 2.15 DIVISION 21 -- FIRE SUPPRESSION (NOT USED) 2.16 DIVISION 22-- PLUMBING (NOT USED)SEE DRAWINGS INDEX-2 Diamond Lakes DA#1520-BH Camping Bath House 2.17 DIVISION 23--HEATING,VENTILATING,AND AIR-CONDITIONING (HVAC) (NOT USED)SEE DRAWINGS 2.18 DIVISION 26--ELECTRICAL(NOT USED)SEE DRAWINGS 2.19 DIVISION 27--COMMUNICATIONS (NOT USED) SEE DRAWINGS 2.20 DIVISION 28--ELECTRONIC SAFETY AND SECURITY(NOT USED)SEE DRAWINGS 2.21 DIVISION 29--RESERVED(NOT USED) 2.22 DIVISION 30--RESERVED(NOT USED) 2.23 DIVISION 31 --EARTHWORK(NOT USED) 2.24 DIVISION 32--EXTERIOR IMPROVEMENTS(NOT USED) END OF SECTION INDEX-3 SECTION A INVITATION FOR BIDS The invitation to bid will be issued by the Augusta-Richmond County Purchasing Department. ****END OF PAGE I-1**** A-1 G E' ORGIA Attachment B You Must Complete and Return the 2 pages of Attachment B with Your Submittal. Document Must Be Notarized. Augusta, Georgia Augusta Procurement Department ATTN: Procurement Director 535 Telfair Street, Suite 605 Augusta, Georgia 30901 r Name of Proponent: 01111 F / /1/4,I) I (a \ 0 NI Street Address: P-jgc.57 Co c ;,4- Dr City,State,Zip Code: b-id."-)A G _ ?0 3 0 cl Phone: - 3 .3 Fax: 1 9 - (,)C 1 11 Email: ?Sorl M 12-3- e Do You Have A Business License? Yes: \--// No: Business License#for your Company(Must Provide): 3 d (o — Company must be licensed In the Governmental entity for where they do the majority of their business. If your Governmental entit (State or Local)does not require a business license, your company will be required to obtain a Richmond County business license If awarded a Bid. For further Information contact the License and Inspection Department @ 706 312-5050. List the State, City&County that issued yur license: Acknowledgement of Addenda:(#1) (#2)_:(#3) :(#4) :(#5)__._: (#6) :(#7)__:(#8) NOTE: CHECK APPROPRIATE BOX(ES)-ADD ADDITIONAL NUMBERS AS APPLICABLE Statement of Non-Discrimination The undersigned understands that it is the policy of Augusta, Georgia to promote full and equal business opportunity for all persons doing business with Augusta, Georgia. The undersigned covenants that we have not discriminated,on the basis of race, religion,gender,national origin or ethnicity,with regard to prime contracting,subcontracting or partnering opportunities. The undersigned covenants and agrees to make good faith efforts to ensure maximum practicable participation of local small businesses on the bid or contract awarded by Augusta, Georgia. The undersigned further covenants that we have completed truthfully and fully the required forms regarding good faith efforts and local small business subcontractor/supplier utilization. The undersigned further covenants and agrees not to engage in discriminatory conduct of any type against local small businesses, in conformity with Augusta, Georgia's Local Small Business Opportunity Program. Set forth below is the signature of an officer of the proposer/contracting entity with the authority to bind the entity. The undersigned acknowledge and warrant that this Company has been made aware of understands and agrees to take affirmative action to provide such companies with the maximum practicable opportunities to do business with this Company; That this promise of non-discrimination as made and set forth herein shall be continuing in nature and shall remain in full force and effect without interruption; That the promises of non-discrimination as made and set forth herein shall be and are hereby deemed to be made as part of and incorporated by reference into any contract or portion thereof which this Company may hereafter obtain and; That the failure of this Company to satisfactorily discharge any of the promises of nondiscrimination as made and set forth herein shall constitute a material breach of contract entitling Augusta, Georgia to declare the contract in default and to exercise any and all applicable rights remedies including but not limited to cancellation of the contract, termination of the contract, suspension and debarment from future contracting opportunities,and withholding and or forfeiture of compensation due and owing on a contract. Non-Collusion of Prime Proponent By submission of a bid,the vendor certifies,under penalty of perjury,that to the best of its knowledge and belief: (a)The prices in the bid have been arrived at Independently without collusion, consultation, communications,or agreement,for the purpose of restricting competition,as to any matter relating to such prices with any other vendor or with any competitor. (b)Unless otherwise required by law, the prices which have been quoted in the bid have not been knowingly disclosed by the vendor prior to opening,directly or Indirectly,to any other vendor or to any competitor. (c) No attempt has been made, or will be made, by the vendor to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition. Collusions and fraud in bid preparation shall be reported to the State of Georgia Attorney General and the United States Justice Department. Bid 16-174 Diamond Lake Camping Bath House Bid Due:Thursday,May 19,2016 @ 3:00 p.m. Page 5 of 15 Conflict of Interest By submission of a bid,the responding firm certifies, under penalty of perjury,that to the best of Its knowledge and belief: 1. No circumstances exist which cause a Conflict of Interest In performing the services required by this RFP,and 2. That no employee of the County, nor any member thereof, not any public agency or official affected by this RFP, has any pecuniary /..---• interest in the business of the responding firm or his sub-consultant(s)has any interest that would conflict in any manner or degree with the performance related to this RFP. By submission of a bid,the vendor certifies under penalty of perjury,that to the best of Its knowledge and belief: (a)The prices In the bid have been arrived at Independently without collusion, consultation, communications,or agreement,for the purpose of restricting competition,as to any matter relating to such prices with any other vendor or with any competitor. (b)Unless otherwise required by law,the prices which have been quoted in the bid have not knowingly been disclosed by the vendor prior to opening,directly or indirectly,to any other vendor or competitor. c) No attempt has been made, or will be made, by the vendor to induce any other person. partnership or cooperation to submit or not to submit a bid for the purpose of restricting competition. For any breach or violation of this provision, the County shall have the right to terminate any related contract or agreement without liability and at Its discretion to deduct from the price, or otherwise recover, the full amount of such fee,commission,percentage,gift,payment or consideration. Contractor Affidavit and Agreement By executing this affidavit, the undersigned contractor verifies its compliance with 0.C.G.A. § 13-10-91, stating affirmatively that the individual,firm,or corporation which is contracting with Augusta, Georgia Board of Commissioners has registered with and is participating In a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees,pursuant to the Immigration Reform and Control Act of 1986(IRCA), P.L. 99-603), in accordance with the applicability provisions and deadlines established in 0.C.G.A§13-10-91. The undersigned further agrees that,should it employ or contract with any subcontractor(s)in connection with the physical performance of services pursuant to this contract with Augusta, Georgia Board of Commissioners, contractor will secure from such subcontractor(s) similar verification of compliance with 0.C.G.A§13-10-91 on the Subcontractor Affidavit provided in Rule 300-10-01-.08 or a substantially similar form. Contractor further agrees to maintain records of such compliance and provide a copy of each such verification to the Augusta, Georgia Board of Commissioners at the time the subcontractor(s)is retained to perform such service. Georgia Law requires your company to have an E-Verify*User Identification Number(Company I.D.)on or after July 1,2009. For additional information or to enroll your company,visit the State of Georgia website: https://e-verify.uscis,Rovienroll/ and/or hrtp://www.dol,stategaus/pdf/rules/330 10 1.pdf **E-Verify*User Identification Number(Company I.D.) ) ) 6 5 L 3 NOTE: E-VERIFY USER IDENDIFICATION NUMBER(COMPANY I.D.)MUST BE PROVIDED: IN ADDITION,THE RECOMMENDED ..---:-., AWARDED VENDOR WILL BE REQUIRED TO PROVIDE A COPY OF HOMELAND SECURITY'S MEMORANDUM OF UNDERSTANDING(MOU) The undersigned further agrees to submit a notarized copy of Attachment B and any required documentation noted as part of the Augusta, Georgia Board of Commissions specifications which govern this process. In addition, the undersigned agrees to submit all required forms for any subcontractor(s) as requested and or required. I further understand that my submittal will be deemed non- compliant if any part of this process is violated. (Orli)--r ,(..-1-; ., , LL ( _ Compan op AiOr ' BY: Authorized Officer or Agent (Contractor Signature) , 1 /--- --C.5 / CA <vt• +- Title of Authorized Officer or Agent of Contractor i , 1 ...'::....-..#pu:". ::1 -Pc-i / rich- S 0 ' i Printed Name of Authorized Officer or Agent :mill/ N‘I B007-110 ‘, \0. _,L,,,,, A 14 • '7 .. SUB CRIBED AND S DR442BEFOREfr, E ON THIS THE A DAY OF I, _ 20 / h2 <<". ''S.4*-6&:*. ' \AA' ._ a . , '. --). 1 NOTARY SEALle 00`R r ;(•& Notary Public .,- - •- .• 0 -• --- My Commission Expires: II •- I S- - 1 7 - (-)•••.4, ''•• (e/4:I11,113%.'' •:,' ----„, •••..- You Must Complete and Return the 2 pages of Attachment B with Your Submittal.Document Must Be Notarireer.ni sitl%• Rcv.8/6/2015 Bid 16-174 Diamond Lake Camping Bath House Bid Due:Thursday,May 19,2016 @ 3:00 p.m. Page 6 of 15 GE,-. ORGIA You Must Complete and Return with Your Submittal. Document Must Be Notarized Systematic Alien Verification for Entitlements (SAVE) Program Affidavit Verifying Status for Augusta, Georgia Benefit Application By executing this affidavit under oath, as an applicant for an Augusta, Georgia Business License or Occupation Tax Certificate, Alcohol License, Taxi Permit, Contract or other public benefit as reference in O.C.G.A. Section 50-36-1, I am stating the following with respect to my bid for an Augusta, Georgia contract for I ip ,421 cJL'• H f/TB Pioject Number and Project Name) I 0 ( c- - SD Lr (Print/Type:Nome of natural person applying on behalf of individual,business,corporation,partnership,or other private entity) S S- (0 i•-/ STe-- )C, 1 I 0t•-) L— (Print/Type: Name of business,corporation,partnership,or other private entity) 1.) I am a citizen of the United States. OR 2.) I am a legal permanent resident 18 years of age or older. OR 3.) I am an otherwise qualified alien (8 § USC 1641) or nonimmigrant under the Federal Immigration and Nationality Act(8 USC 1101 et seq.) 18 years of age or older and lawfully present in the United States.* In making the above representation under oath, I understand that any person who knowingly and willfully makes a false,fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of Code Section 16-10-20 of the Official Code of Georgia., Signature of Applicant ee f S cr-J- Printed Name *Alien Registration Number for Non-Citizens SUBSCRIBED AND SWORN B FORE E ON THIS THE ) ) DAY OF 20 1 00014"1/1/- /Z) •••••• .,,YAt)Li • •elYS'113Q••••• (5/„. Notary Public cr Lu / o • 0 0 :frit - - .7.9Z . :2i 4:= My Commission Expires: ( - 5 NOTARY SEAL do , •Lo f. ...1st ?‘" 1,4*. Novs.7;or..6`1$.• •• Note: THIS FORM MUST BE COMPLETED AND RETURNED WITH YOUR SUBMITTAKI REV.2/17/2016 Bid 16-174 Diamond Lake Camping Bath House Bid Due:Thursday,May 19,2016 @ 3:00 p.m. Page 7 of 15 6 , vt ..,-- • )-,- PROJECT SD ,&,,-... ....A L6,..k.„--,--- , )-1, )--1 ak- -----' LOCAL SMALL BUSINESS OPPORTUNITY PROGRAM LETTER OF INTENT TO PERFORM AS A SUBCONSULTANTISUBCONTRACTOR/SUPPLIER TO: (Name of Proposer) A. The undersigned intends to perform work in connection with the above project in the following capacity (check one): Individual Corporation ,..---Limited Liability Company(LLC) Partnership Joint Venture B. The Local Small Business Opportunity Program (LSBOP)status of the undersigned is confirmed as follows: \i ).- By attachment of a current Certificate of Certification issued by the Department of Tra sportation N fir By attachment of a current letter issued by the Disadvantaged Business Enterprise Office C. The undersigned is prepared to perform the following work in connection with the above project ___, iNif - D. The undersigned states that they will be performing /CO % of the total project. E. The undersigned will sublet and/or award --TA- % of this subcontract to non-Local Small Business Opportunity Program contractors and/or suppliers. The undersigned will enter into a formal agreement for the above described work with the Proposer cited above conditioned upon the execution of a contract for the project cited herein between the Proposer and Augusta- Richmond County. Date: 5--- / (LSBOP Contractor Firm Name) By: (------ (Signature of Authorized Representative) 1,-J--- — -( ) C71,--li-- M A-0)--;'•-- —Fp &GC) 0 -1))- )7 H --f-cg-- Cp )-- t0-- • ,-/- .0 k) f 90 9._--- ) ." G-, Bid 16-174 Diamond Lake Camping Bath House Bid Due:Thursday,May 19,2016 @ 3:00 p.m. Page 13 of 15 Diamond Lakes DA#1520-BH Camping Bath House SECTION B BID SCHEDULE TO ACCOMPANY THE PROPOSAL OF: DIAMOND LAKES CAMPING BATH HOUSE BIDDER: cr CU F, ADDRESS: (96 f3 ) F\RA 64, ITEM NO. DESCRIPTION, OUANTITY, UNIT & UNIT PRICE AMOUNT 1. Division 03 -Concrete $ 41. 0 L 0 2. Division 04-Masonry $ 3. Division 05 -Metals $ ?"() 4. Division 06—Wood,Plastics,and Composites $ 2 slYt-) 5. Division 07—Thermal and Moisture Protection $ foc , 6, Division 08-Openings $ 7. Division 09-Finishes $ 1 -2 06 D 8. Division 10 -Specialties $ 9. Division 22-Plumbing $ 10. Division 23—Heating Ventilating and Air Conditioning $ O, ra) 11. Division 26 -Electrical $ 6° 12. Division 31 -Earthwork $ S 0C 13. Division 32—Exterior Improvements $ 1000 14. Division 33 -Utilities $ —703 0 GRAND TOTAL $ 15 ci Add alternates: 1. Furnish the"Alternate"Fixtures P-1, P-2,and P-3, shown in the Plumbing Fixture schedule on Drawing P201, in lieu of Base Bid fixtures. $ 2. Provide Standing Seam Architectural roof in place of asphalt shingles as shown on Drawings A101, A201, and A301 $ r- 0O B-1 Diamond Lakes DA#1520-BH Campground Bath House The undersigned acknowledges receipt of the following addenda: Enclosed is a bid guarantee, consisting of /0 in the amount of ri:Ltic. Lh./ 10..) I1 (53 _r-C) 0() ) ) Respectfully submitted, SO i'`•1 71- 7-4". 4 FIRM NAME A,„; 6, 30 rO 7 BUSINESS AD ESS BY: 57 • 7/-.(a TITLE: END OF SECTION B-2 IN)NOT ACCEPT MUM THIS DOCIAININPEAW ormst,gams:mous%comae A EOP ININSOCAEPINGEND tIEKIWPAINT BORD[R% THIS TAX RECEIPT TO BE POSTED IN A CONSPICUOUS PLACE IN THE BUSINESS HEREIN DESCRIBED Columbia County Occupational Tax COLUMBIA COUNTY 0.501t0 EXPIRES: December 31, 2016 ACCOUNT: 30786 201 6 ISSUED: February 02, 2016 BUSINESS LEGAL NAME: SOMMERS CONSTRUCTION LLC DOING BUSINESS AS: SOMMERS CONSTRUCTION LLC BUSINESS PHYSICAL LOCATION:4889 SOMERSET DRIVE APPLICANT: PATRICK J SOMMERS THE FOLLOWING BUSINESS IS PERMITTED AND SUBJECT TO ALL FEDERAL, STATE, AND LOCAL LAWS: New Single-Family Housing Construction (except Ope NAICS: 236115 OCCUPATIONAL TAX 100.00 MAILING ADDRESS: LATE FEE .00 SOMMERS CONSTRUCTION LLC 4889 SOMERSET DRIVE TOTAL TAX PAID 100 00 UNIT 39 THE BOARD OF COMMISSIONERS SHALL HAVE THE RIGHT TO EVANS GA 30809 SUSPEND ANY OCCUPATION TAX RECEIPT IF THE BUSINESS VIOLATES AN LY LAW OR ORDINANCE OF THE UNITED STATES,THE STATE OF GEORGIA,OR COLUMBIA COUNTY THIS CERTIFICATE IS NON TRANSFERRABLE A CHANGE IN LOCATION OR OWNERSHIP REQUIRES A NEW OCCUPATIONAL TAX CERIFICATE. 0 M ir PROFESSIONAL LICE ..,-.$I. .. GEORGIA SECRETARY Of STATE BRIAN .K • licensee e Detlliils • Nam:Pmt Jerome Sommers Addna:PO Box 950 Evans GA 30809 y . saaanes i3cenwekieh tic s: RLQ/1002560 Pledr+ oa:contactor; Read ien#iaa Q , ssca+dMty: • Sista: Active )tawd: 1/1312009 Ititainan 6134420113 t st Rsnavvsi DdtI: 0113 Method:Examination �: Associated Licenses K7ss Relationship:Supervisor gF i ica+rr a: Sommers C;cr►alrcxxian LLC • tit Rea .x *ope Uc.ns. it RLC0002517 L Adikira. Establisiwd: 111312008 iti,14000.• Vi: type Prey tgiAake • Public Board Order* P Please sad Dc section belaa r f.ii..., .13ixii1 .- ai,sem City"Deemneants (gypsy t:«. E- Dote currant as of.ley t9;2018 42:55:111 • Tina webs is to be uaM as a primary aoxtca vra�t kir k betted Donal . Boar •Paper verifications are avealdbkr for a tae PMaad ttotMatlRle Piiin111 L1tairip eooreta a 2440. � { Wv9 e r t',,..... 11'51-•;.':'..P.. �,;, .. - Form W'9 Request for Taxpayer Give form to the (Rev.October 2007) Identification Number and Certification requester. Do not Department of the Treasury send to the IRS. Internal Revenue Service Name(as shown on your income tax return) Patrick J. Sommers co Business name,if different from above 0. c Sommers Construction LLC ro c Check appropriate box: ❑ Individual/Sole proprietor ❑ Corporation ❑ Partnership CL p Exempt a © Limited liability company.Enter the tax classification(D=disregarded entity,C=corporation,P=partnership)► __-__,. ❑ payee o ❑ Other(see instructions) ► ,` c Address(number,street,and apt.or suite no.) Requester's name and aodress(optional) tt g 4889 Somerset Drive 0 City,state,and ZIP code N Evans,Ga.30809 v List account number(s)here(optional) N 112211_31axpayer Identification Number (TIN) Enter your TIN in the appropriate box.The TIN provided must match the name given on Line 1 to avoid Social security number backup withholding. For individuals, this is your social security number(SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, it is your employer identification number(EIN). If you do not have a number,see How to get a TIN on page 3. or Note.If the account is in more than one name, see the chart on page 4 for guidelines on whose Employer identification number number to enter. 20 8804419 rap Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number(or I am waiting for a number to be issued to me), and 2. I am not subject to backup withholding because:(a)I am exempt from backup withholding, or(b)I have not been notified by the Internal Revenue Service(IRS)that I am subject to backup withholding as a result of a failure to report alt interest or dividends, or(c)the IRS has notified me that I am no longer subject to backup withholding, and 3. I am a U.S.citizen or other U.S. person(defined below). Certification instructions.You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have tailed to report all interest and dividends on your tax return. For real estate transactions,item 2 does not apply. For mortgage interest paid,acquisition or abandonment of secured property,cancellation of debt, contributions to an individual retirement arrangement(IRA), and generally, payments other than interest and dividends,you are not required to sign the Certification,but you must provide your correct TIN. See the instru tie page 4. Sign Signature of g (I (` Here U.S.person P. 27 Date 1► �� General Instructions Definition of a U.S. person. For federal tax purposes, you are considered a U.S. person if you are: Section references are to the Internal Revenue Code unless • An individual who is a U.S. citizen or U.S. resident alien, otherwise noted. • A partnership, corporation, company, or association created or Purpose of Form organized in the United States or under the laws of the United A person who is required to file an information return with the States, IRS must obtain your correct taxpayer identification number(TIN) • An estate(other than a foreign estate), or to report, for example, income paid to you, real estate • A domestic trust (as defined in Regulations section transactions, mortgage interest you paid, acquisition or 301.7701-7). abandonment of secured property, cancellation of debt, or Special rules for partnerships. Partnerships that conduct a contributions you made to an IRA. trade or business in the United States are generally required to Use Form W-9 only if you are a U.S. person (including a pay a withholding tax on any foreign partners' share of income resident alien),to provide your correct TIN to the person from such business. Further, in certain cases where a Form W-9 requesting it(the requester) and, when applicable, to: has not been received, a partnership is required to presume that 1, Certify that the TIN you are giving is correct (or you are a partner is a foreign person, and pay the withholding tax. waiting for a number to be issued), Therefore,if you are a U.S. person that is a partner in a 2, Certifythatyou are not subject to backupwithholding,or partnership conducting a trade or business in the United States, g, provide Form W-9 to the partnership to establish your U.S. 3. Claim exemption from backup withholding if you are a U.S. status and avoid withholding on your share of partnership exempt payee. If applicable, you are also certifying that as a income, U.S. person, your allocable share of any partnership income from The person who gives Form W-9 to the partnership for a U.S.trade or business is not subject to the withholding tax on purposes of establishing its U.S. status and avoiding withholding foreign partners' share of effectively connected income. on its allocable share of net income from the partnership Note. If a requester gives you a form other than Form W-9 to conducting a trade or business in the United States is in the request your TIN, you must use the requester's form if it is following cases: substantially similar to this Form W-9. • The U.S. owner of a disregarded entity and not the entity, Cat,No. 10231X Form W-9 (Rev. 10-2007) - , See 14 a .44 .au i„ "s STATE Oil' EOR:Calf - COUNI-Y OF RICHMOND R FalPIRF Ja4:9Uraf HaHlas C 0 NT RACTO tay effseesens sea: 99 sass. 0-4e: fuseselgaes esacc-fresastur ;„aallieS ita ,5 '''1 ' statissa affiferaassay 9-as the indissaual, firm; seaccsaaxaeras 1, ,'C ;F: engaged. in 1: 3e anyslcal pat-Ica-4;1a nrn aihar.;S L.,1;:7hr contras!,;l vutti 4.karn. ,X,51! aehaf 0u43Lista Pfassesass effassess 9099s aal CorranisSannefS has legiSterad with and ss particapatirsa in a fed0eral fson! auesoflzarion pragrars- fany Sas efectraran venficsslon of work :;'ILhihOhZatia,,,al arogranss canesessf ase unseu States Ceoarinsera of os''feiand '94..scasty or any equlvalent asdasal wens. selunflaulnse ansgrann '7 4, 1(4 te United States Department of Hornefand Sessalas ss fasts ea,9 assa, ! f:/1 ef7picyees, aulauant the irnesigration Reform and afensca Se; en 9999 Refla ana. 9 -9339 accoraanns eves las! aaellaalaellas afossslons and seacif"44.,s e ha: i';-; Ch (":",,, i• ! ; . 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Attests further'stares That(sere 4412.4....,, (IX presentee or oodessofett to testier's.. setyose hoe' restoone fa, 63: or Offer Oh lane 0'033;1 tar 313 olatraset;whoothrer, sof Oats Attfiese orafteeft iseaced 44,44444cric44444/... cid c'orter for f asses. . ease „ ars: afs sad asefersearts bbib!, 44.44;4,444444.444" De44S4:4h4 cressear.s "seers 'fleb bb:beribbbb bbb" bbb testratereS Ss ars °toe:. osoo ttrat the resteriai sere; be as. a hst,the stese, n care re of at h fre rt 3 fa re sere, Rept e reel ft 7 stirs Sarest Os'see, tarestarree . eh-se he. fe, _4rIt atta Pbbn f.,t3tnt. 4444.3r444e. .4444,44C.144hCh't '4".". hrh.6.4C.4,4,4;re,./ 44,444:444,..tr 4h4 /444,444-4,44444(r th'4,44c,44hrr4.4.4,4444:S44 4.1,1444hr,r cs444:44n itarrt:r b."tb 71, ' AUG 'Tat, t`tat NOTARY 33:stt * -- ftr se, taratzta rCIIC4.3 4-4-4; 4,V4h4,44;r4r4 , h 4.44,64.„04.44444.4444y;A 0,0 ' . . " sc.fittoott.t ,• STATE OF GEORGIA- couNTy OF RICHMOND BIDIRFP/RFO# / — Lf) SUBCONTRACTOR AFFIDAVIT By executing this affidavit, the undersigned s ,;;; 0.C.G‘A, 13- 10-91. stating affirmatively that the individual, • -„; • ttt tf; in the physicat perforfnaw:e of services under a contract wi • ,;.• on behalf of Augusta Richmond County Board of Commissioners has registered with and is participating in a federal work authorization progracit [any of the electronic veffication of work authorization program's operated by the United States Deo any equ;valerit federal work authotizat:on program operated • • t• t. of Homeland Security to verify information of newly hired em, , , on Reform and Control Act f 19B6 ([RCA), RL. 99-603), in "f provisions and deadlines established in 0. C. S. A 13-10-91. EVrityUr rldertification Number izodOfficer or Agent (Contrflotor Signature) T4ie ALtf‘roolzed 0"Rfer or Agent of Contractor Georgia LAW req,iires your company to have an E-VeritrUser identification Number on or after July 1,2009. For additional informatioo: State of Georgia SUBSCRIBED AND SWORN BEFORE ME ON THIS THE • tottiliffsh •\A. \1/4 \CA t Wi;t1t, „c3 ..10144, t tr. My Cornmission Expnes: Z • .4, t•;„, ,tzt: f et, s P:0 t•?- t.•01PI "" 11 e,..; rirt 1/4 r\ti\Lid rarer Cww,?, eat4r.iri G I A In seeorsshee,with the Laws-of Georgia,the following affidavit is redeirent by all vendors NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR L_,,ALLLLtiLt LL,LL iLL,LLLLALL LLL certify that this L d o pre:nasal is made without prier understanding, -,ines or connection verb any corporation, firm or person submitting a bid for ale same work, labor or service to be done or the supp:ies, materials or equipment to be furnished and is in all respects far and without collusion or fraud. I understand collusive bidding is a violation of state and fedora! low and can result in fines, prison sentences and civil damages awards, agree to abide by alt conditions of this bid or proposal and certify that am authorized to sign this bid or proposal for the bidder. 1" ' • , ". Ca-21 (dt and(e), . t. .„ as not, by itself or with atheks directly or indirectly, prevented or attempted to prevent corn in such bidding or proposals by any means whatsoever. Affirm(further states that(s)he, has not prevented or endeavored to prevent anyone from making a bid or offer on the project by any•means whatever, nor has Affiard caused or induced another t.x.2 withdrew a bid or offer for the word. -, Affiant further states Mat the said offer of " „ , In bona "fide., and that rip one has gone to any supplier and attempted to . . 0 .H:.;..... . H. ish the materiels to the bidder only or m adroany'other bidderpens'he material shall be st a highereridictr, *tory Signature ,0,01114#10.1 ir)" N L LL,t- LiLL r Lt, rir, 0003331, 3."°.3330°-510 NotacY Puot'a iss ittneer,. 'ea an Cove' I. Commission Expires :if: issis ia„s hif eAs' Ciff .0, tiff iefiriA Issrs / fis.oes'041. %.33,01,3 30 1 0,0 yy Note: The szssic 11,0 S a V.4..'n dci .,5Lib:Tkie the rot:c ve fdrres to the Cimo ci;03.3men':. rThpe cr0 no later then' 11,a' (.5) ecano the 'L ctter 0300 C 1'0 070 3 Clz, (Vnmrucmrs letter will daiete trio dare fronds ate to berccolvcsiy. 5333 7/27,12011 330,3 tc 14(feared ssisse riinssiss;Serif deer.' PEjt,3 013 C E' O R G I A In accordance with the Laws of Georgia,the following affidavit is required by all vendors NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR 1, l\f JA Li C.,c,4 certify that this bid or proposal is made without prior understanding, agreement or connection with any corporation, firm or person submitting a bid for the same work, labor or service to be done or the supplies, materials or equipment to be furnished and is in all respects fair and without collusion or fraud. I understand collusive bidding is a violation of state and federal law and can result in fines, prison sentences and civil damages awards. I agree to abide by all conditions of this bid or proposal and certify that I am authorized to sign this bid or proposal for the bidder. Affiant further states that pursuant to O.C.G.A. Section 36-91-21 (d)and(e), r a s - `s t c, has not, by itself or with others, directly or indirectly, prevented or attempted to prevent competition in such bidding or proposals by any means whatsoever.Affiant further states that(s)he has not prevented or endeavored to prevent anyone from making a bid or offer on the project by any means whatever, nor has Affiant caused or induced another to withdraw a bid or offer for the work. Affiant further states that the said offer of /0, &-' is bona fide, and that no one has gone to any supplier and attempted to get such person or company to furnish the materials to the bidder only,or if furnished to any other bidder, that the material shall be at a higher price. Signature of Authorized Company Representative Title Sworn to and subscribed before me this day of ( U/,Jr 20 r7 ((( .41 IN 'ta y Signature k ���,��OO ry���ii Notary Public: LI\t"(? G� L L. {'G !\._ (Print Name) Q4`5 tY s • County: =Q � 20�� V bi Y V� N. CD Commission Expires: NOTARY SEAL % ..Na Erne -� lfCCi tt Note: The successful vendor will submit the above forms to the Procurement Department no later than five (5) days after receiving the "Letter of Recommendation"(Vendor's le:ter will denote the date forms are to be received). Rev.7/22/2011 Bid Item x16-174 Diamond Lakes Camping Bath House Page 3 of 3 C E,' 0 R C; I A STATE OF GEORGIA - COUNTY OF RICHMOND BID/RFPIRFQ# 4 I 1 =f SUBCONTRACTOR AFFIDAVIT By executing this affidavit, the undersigned subcontractor verifies its compliance with 0.C.G.A. 13- 10-91, stating affirmatively that the individual, firm, or corporation which is engaged in the physical performance of services under a contract with S,; , , ,�c ("a,. )�� .�i�. �w on behalf of Augusta Richmond County Board of Commissioners has registered with and is participating in a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 ([RCA), P.L. 99-603], in accordance with the applicability provisions and deadlines established in O. C. G. A 13-10-91. E-Verify*User Identification Number Company Name BY: Authorized Officer or Agent (Contractor Signature) ( t Title of Authorized Officer or Agent of Contractor Georgia Law requires your company to have an E-VerifyUser Identification Number on or after July 1.2009. Printed Name of Authorized Officer or Agent For additional information: State of Georgia lc_e.ClB.us cif`ruI 3h6,,:le pcI SUBSCRIBED AND SWORN BEFORE ME ON THIS THE httt) :hF-verify riw.ciI gPvj iro111��tiiiim00 f, C/! DAY OF _ U v` 20 ��N,•8 ...•. • b � Not-r Public Z• 0 e w= Y wash 2� �� C ( My Commission Expires: ;'� pV �; • NOTARY SEAL �0; % .,Nov1=M�`,.. •�'°ii(//118 IA C`',. \'‘� yp Note The successful vendor will submit the above forms to the Procurement Departraf Iht, ater than five (5) days after receiving the "Letter of Recommendation" (Vendor's letter will denote the date forms are to be received). REV.7/22/2011 Bid Item 416.174 Diamond Lakes Camping Bath House Page 2 of 3 V sett9_,„, ' eft-- Yilnos njoklis 76. fr et STATE OF GEORGIA - COUNTY OF RICHMOND 81DiRFPIRFQ# SUBCONTRACTOR AFFIDAVIT By executing this affidavit, the undersigned subcontractor verifies Ps compliance with DC.0 A. 13-- 10-91, stating affirmatively that the individual, firm, oldcorporationewhich is engaged in the pnysioal performance of services under a contract with - Stplifdit Lir ygrin on behalf of Augusta Richmond County Board of Commissioners has registered with and is participating in a federal work authorization program* 'any of the electronic verification of work authorization programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees. pursuant to the immigration Reform and Confroi Act of 1986 ([RCA), FIG 99-603,b in accordance with the applicability provisions and deadlines established in D. C G A 13-10-91_ Etitierify User idenEficat2on Number • _22' duce thit Goody,r ,ti cpur Company Name cestri — Y: Authorized Officer or Agent (Contractor Signature) pin 'it APS. of Authorized Officer or Aaent of Contractor Georgia Law requires your company to have an E-Verify'User Identification Number on or atter July — ; it 1, 2009. Printed Name of Authorized Officer or Agent For adirPriontil infra-tem ion: State of Georgia SUBSCRIBED AND SWORN BEFORE ME ON THiS THE mrri k 0 Hi A, SAY , 20 - 22 422, 02,,2go2;i2S,225;', r.' „in it fro SAO 64 St - Notary Public sts, tityst c -11. My Corrn2;ssion Exuzes: 'Sy OLIC d titd ELLYELLEN, dtt Etyto NOTARY SEAL 'ANNA ityy VeiRiy„, yYti itty,yet,,,t37, REV,7/22/20u fr 2 de rt'rr r'rr .. veREVEREER oar EREvER Page 2 er 3 Nit( ni If R A in accordance won the Caws of Georgia, tne Miciwing affidavit is moored by ail vendors NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR cc 'j Nisi this Din. or ;Proposal is made without Nor understarMing agreement or connection with a corporation, tirrn or person subrneting a bid Mr the same wore, tabor. or service to ne Pone Or the supplies, materials or equipment to fUrrlishec and is in at respects far aro without collusion or fraud, understand caloswe t rd no is a violation of state arid federal ie,ei and can rustic in finesprison sentences and call damages awards agree to abide by at rOliditions of :Ms OM, or procosai cc 0 certify that i an autficrized to sign ths bad cr proposai for;tne birider. Affiant,further states tnat pursuant to E.C,G,A Section 36-91-21 (d)and fat ining,,LLGtit _OGG ogg„Gil GI, f _ has not by itself or with others, directly or indirectly grevente0 or attempted 'to prevent competition in such bidding hr proposals by any means : ateoever Affiani further states that(smite has na prevented 0r endeavored to Prevent a0riffro9 from 1alf319 Pi tad or offer on the project by any means whatever, nor has Affiant caused or Clouded another to withdraw a act or offer for the work Affiam further Mates that the saic offer of ig ,G,GgigtiriGG poggagg_ Is Porta tide ar that 'r ores 'as gone to any soppier and atteropten to get such person or corrPory the rnaterias Me bidder only, or it furnished to any dater ander, that the material she be at a nigher price 'a a au ma if_nature of Authorizer Company Representative Sworn to ado subscriber:3 before rre this at Of Off- „caw Notary &onetime vie, # , amtes,0 Yap 'rrGi fh,„ oic Idoir sic mousey r so aG • Gif r „ mingigLifigg tfernf Noma col /de G er 1E2, pi4, LI County: ,3, Eprreassami Expires, , iij NOTARY SEAL via- NESTS, 3,3frani wychadfdr Rya ;14212012, P39,e.3 oil Q�l Western Surety BID BOND (Percentage) Bond Number: 62775686 KNOW ALL PERSONS BY THESE PRESENTS, That we Sommers Construction LLC of 4889 Somerset Dr. , Evans, GA 30809 , hereinafter referred to as the Principal, and Western surety Company as Surety, are held and firmly bound unto City of Augusta of 530 Greene St. , Room 605, Augusta, GA 30901 hereinafter referred to as the Obligee, in the sum of Ten ( 10 %) percent of the greatest amount bid, for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has submitted or is about to submit a proposal to Obligee on a contract for Diamond Lake Camping Bath House NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within such time as may be specified, enter into the contract in writing and give such bond or bonds as may be specified in the bidding or contract documents with surety acceptable to Obligee; or if Principal shall fail to do so, pay to Obligee the damages which Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to remain in full force and effect. SIGNED, SEALED AND DATED this 19th day of May 2016 Sommers Construction LLC (Principal) BYE (Seal) Western Surety Company (Surety) By -- + 1� - (Seal) :••ert J oore Jr Attnrney-in-Fact �QSUREryC0�A - OPORATE, 'E SEAL P Form F5876 Western Surety Company POWER OF ATTORNEY-CERTIFIED COPY Bond No. 62775686 Know All Men By These Presents,that WESTERN SURETY COMPANY,a corporation duly organized and existing under the laws of the State of South Dakota,and having its principal office in Sioux Falls, South Dakota(the"Company"),does by these presents make, constitute and appoint Robert J Moore Jr its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred,to execute,acknowledge and deliver for and on its behalf as Surety,bonds for: Principal: Sommers Construction LLC Obligee: City of Augusta Amount: $500,000.00 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Senior Vice President,sealed with the corporate seal of the Company and duly attested by its Secretary,hereby ratifying and confirming all that the said attorney(s)-in-fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President or by such other officers as the Board of Directors may authorize. The President,any Vice President,Secretary,any Assistant Secretary,or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." All authority hereby conferred shall expire and terminate,without notice,unless used before midnight of August 17 2016 ,but until such time shall be irrevocable and in full force and effect. 01404,13f InOSIK _ Western Surety Company has caused these presents to be signed by its Vice President,Paul T.Bruflat,and its corzitiAiatillti-bearet this 19th day of May , 2016 WEST .' R0* SURE COMPANY Evs;c4 e 1-` iatx 'TIT% r s'AVV.501.71-1. A SS Paul T. rullat,Vice President COUNA -""Wmuttow On this 19th day of May ,in the year 2016 ,before me,a notary public,personally appeared Paul T. Bruflat, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTERN SURETY COMPANY and acknowledged said instrument to be the voluntary act and deed of said corporation. ▪aoloboolooe..............w000lowbor4. J. MOHR 74/L,/ NOTARY PUBLIC '-2/Y01 Notary Public-South Dakota t SOUTH DAKOTA Is 4......kagolog000,%.4%%so.loo.sioh%4. My Commission Expires June 23, 2021 I the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force. In testimony whereof,I have hereunto set my hand and seal of Western Surety Company this 19th day of May 2016 WEST • R0. SURE COMPANY „..,e Paul T. ruflat,Vice President To validate bond authenticity,go to www.cnasuretv.com >Owner/Obligee Services >Validate Bond Coverage. Form F5306-1-2016 Diamond Lakes DA#1520-BH Camping Bath House SECTION D INSTRUCTION TO BIDDERS D-01 GENERAL: All proposals must be presented in a sealed envelope, addressed to the Owner. The proposal must be filed with the Owner on or before the time stated in the invitation for bids. Mailed proposals will be treated in every respect as though filed in person and will be subject to the same requirements. Proposals received subsequent to the time stated will be returned unopened. Prior to the time stated any proposal may be withdrawn at the discretion of the bidder, but no proposal may be withdrawn for a period of sixty (60) days after bids have been opened, pending the execution of contract with the successful bidder. D-02 EXAMINATION OF WORK: Each bidder shall, by careful examination, satisfy himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can in any way affect the work or the cost thereof under the contract. No oral agreement or conversation with any officer, agent, or employee of the Owner, either before or after the execution of the contract, shall affect or modify any of the terms or obligations therein. D-03 ADDENDA AND INTERPRETATIONS: No interpretation of the meaning of plans, specifications or other prebid documents will be made to any bidder orally. Every request for such interpretation should be in writing addressed to The Director of Augusta Recreation, Parks, and Facilities Department do Augusta Procurement Department, 535 Telfair Street, Suite 605, Augusta, Georgia 30901 and to be given consideration must be received as required by the Procurement Department. Any and all such interpretations and any supplemental instructions will be in the form of written addenda to the specifications which, if issued, will be sent by certified mail with return receipt requested to all prospective bidders (at the respective addresses furnished for such purposes). Failure of any bidder to receive any such addendum or interpretation shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the Contract Documents. D-04 PREPARATION OF BIDS: Bids shall be submitted on the forms provided and must be signed by the bidder or his authorized representative. Any corrections to entries made on bid forms should be initialed by the person signing the bid. D-1 Diamond Lakes DA#1520-BH Camping Bath House Bidders must quote on all items appearing on the bid forms, unless specific directions in the advertisement, on the bid form, or in the special specifications allow for partial bids. Failure to quote on all items may disqualify the bid. When quotations on all items are not required, bidders shall insert the words "no bid" where appropriate. Alternative bids will not be considered unless specifically called for. Telegraphic or telecopier bids will not be considered. Modifications to bids already submitted will be allowed if submitted by telegraph or facsimile prior to the time fixed in the Invitation for Bids. Modifications shall be submitted as such, and shall not reveal the total amount of either the original or revised bids. Bids by wholly owned proprietorships or partnerships will be signed by all owners. Bids of corporations will be signed by an officer of the firm and his signature attested by the secretary thereof who will affix the corporate seal to the Proposal. NOTE: A 10% Bid Bond is required in all cases. D-05 BASIS OF AWARD: The bids will be compared on the basis of unit prices, as extended, which will include and cover the furnishing of all material and the performance of all labor requisite or proper, and completing of all the work called for under the accompanying contract, and in the manner set forth and described in the specifications. Where estimated quantities are included in certain items of the proposal, they are for the purpose of comparing bids. While they are believed to be close approximations, they are not guaranteed and settlement will be made for such items upon the basis of the work as actually executed at the unit prices in the proposal as accepted. It is the responsibility of the Contractor to check all items of construction. In case of error in extension of prices in a proposal, unit bid prices shall govern. D-06 BIDDER'S QUALIFICATIONS: No proposal will be received from any bidder unless he can present satisfactory evidence that he is skilled in work of a similar nature to that covered by the contract and has sufficient assets to meet all obligations to be incurred in carrying out the work. He shall submit with his proposal, sealed in a separate envelope, a FINANCIAL EXPERIENCE AND EQUIPMENT STATEMENT, giving reliable information as to working capital available, plant equipment, and his experience and general qualifications. The Owner may make such investigations as are deemed necessary to determine the ability of the bidder to perform the work and the bidder shall furnish to him all such additional information and data for this purpose as may be requested. The Owner reserves the right to reject any bid if the evidence submitted by the bidder or investigation of him fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the contract and to complete the work contemplated therein. Part of the evidence required above shall consist of a list of the names and addresses of not less than five (5) firms or corporations for which the bidder has done similar work. D-2 Diamond Lakes DA#1520-BH Camping Bath House D-07 PERFORMANCE BOND: At the time of entering into the contract, the Contractor shall give bond to the Owner for the use of the Owner and all persons doing work or furnishing skill, tools, machinery or materials under or for the purpose of such contract, conditional for the payment as they become due, of all just claims for such work, tools, machinery, skill and terms, for saving the Owner harmless from all cost and charges that may accrue on account of the doing of the work specified, and for compliance with the laws pertaining thereto. Said bond shall be for the amount of the contract satisfactory to the Owner and authorized by law to do business in the State of Georgia. Attorneys-in-fact who sign bonds must file with each copy thereof a certified and effectively dated copy of the power of attorney. D-08 REJECTION OF BIDS: These proposals are asked for in good faith, and awards will be made as soon as practicable, provided satisfactory bids are received. The right is reserved, however to waive any informalities in bidding, to reject any and all proposals, or to accept a bid other than the lowest submitted if such action is deemed to be in the best interest of the Owner. END OF SECTION D-3 Document A305 Contractor's Qualification Statement The Undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED TO: t3 ,A ,�1 ADDRESS: ' 4 €4 , 4; '7 :0. "" 4i11,-; SUBMITTED BY: l 1® NAME: ; IVZ.- �A i,;4;;4,, ADDRESS: ,* 4 , 9! �":; 14za PRINCIPAL OFFICE ' f $ j►aa!� r ? 'f s ? �� ' [ ] Corporation [FA] Partnership 11] Individual [j] Joint Venture [r ] Other t f NAME OF PROJECT (if applicable): TYPE OF WORK(file separate form for each Classification of Work): [ , ] General Construction [nHVAC [ A] Electrical [ ] Plumbing [r ] Other(please specify) %r § 1. ORGANIZATION § 1.1 How many years has your organization been in business as a Contractor? 4: § 1.2 How many years has your organization been in business under its present business name? 1;2.1 Under what other or former names has our or anization operated? r....:r'.a�,/,.�vr.,� /' ,��/l:':,�l,4';Y',,:f�'',r� rl/ l.Yr/..!a F.. r/,�;'"..+.,,,�'+ .,�'/�/ �f..r ,��:,fl r/r``�F��' J` ��,f :1�,r'1g/rJf'/,F/, �, ./ is X ,'.y i', r.'�. ,%.f t`.. .� /l� i'"fr/f% NA,O 1 .,; fir1 l E � 1,�)i r`�,/J'��,./r'rf;�;�!v�/�,f �:f�'`�'rr:+'.��+1�� '.:a;� ..,,��/fry'i!.,�i, ,�F'r'F�/'�//r/�.'rf /� !�f�//:fir ,''�` /r',,. ��, ,.,i�,`�.�.�,,.�,ff:�.fir�si`v,'//,,:fs`�,?„',� .��.'"r,�','i/.�.:,.,,1,,,�%r�J,:.-.,fir, f�.`„�F. , ,1,,,,,�,�'„r,/,s ,!.r:./,i�.,;r'�;��,.�,r„`,rr,�/,:�..'�:�,�/:,..n/„r„��rs. § 1.3 If your organization is a corporation, answer the following: § 1.3.1 Date of incorporation: § 1.3.2 State of incorporation: § 1.3.3 President's name: ,rUr"/r f § 1.3.4 Vice-president's name(s) 1 ; r�s/ ,.,^ r rrtr'!r','r f� ;,r,,.„"1f.":�i/ .GF^^9` Fr ;/,�`.z"/�.���,f/r,...,., r{ rrr•rr ^f�fi/f 1r��"`Er' f - ,:>- /���.r,y f - �,^ y.. ^/.fr ,'r/'r l,f,,,//,,,-;,"F"rr' rr'r„^rr,`r`�.F�%rF/,%'Frf`{fi,!'rf•r`.�JfF��.9,+'..�f'!,;+'f .Jf'' 'sf ,/ �,;f rr�"f. .r,r r'�%/Jr ,.!rr`>�.fb'rifi,?,.'r��.,�.. ., r,'.rFiy FF ,Frr:' f` "jl^�i',,F%%f,^' ,'r%{r ^'•.. ffJ•�^!f,'rrr.^.ff/ rr,.r�f/` ,,'; / zz,„zz,'„''/ . F /�� ..,^ r �fi{I,�^/ '{ ,n' �!C,d.F� �`?'H /,rrf/^,�.<���� �rf'�fr� r/.��,,;^r/��� �f���>,.frr'r!;lr�,`,<,r,`���� �,���.: �f�F,t'fiA'" „%1����"�x"',�r'(;�✓����,/r`r"��rr'/>f,^�����.r rfif,rrf,^.�,�bf',r;///l § 1.3.5 Secretary's name: § 1.3.6 Treasurer's name: § 1.4 If your organization is a partnershi , answer the following: § 1.4.1 Date of organization: `',��” § 1.4.2 Type of partnership (if applicable): § 1.4.3 Name(s) of general partner(s) �„�` ,�d���r:/�r.. .. ;r/` �`�"";�,'F f/;" �^''rr{%''",''�'r.^”,%�/.. /,r ..^FrF�r^,r//;,.�,rf.. i.�',;•�/1�- /1r;,r'!"yf"/,�,F/rf''•,,%`r.. ,, l,f fr`�,r/ ,fs/'. .���r��>il1:rrf ,/,z r'f.,„ f'ff't..r� ;,,{�r'Fr,Fr i.. F,;. .r ;rF!`r',F,Frf s''f; %,l..x ,,./ozd'r;.z„f','��fr § 1.5 If your organization is individually owned, answer the following: § 1.5.1 Date of organization: 8-19-2008 § 1.5.2 Name of owner: Patrick J. Sommers //: .r�':r f..��1,.. �,�,,.���///,,`r'f."� �f,Errs'";�rf„rrF�'fi•���f,Ff,,,,,%1//,"""/�/"'`f%•F:'•'rf'�" ^`/,^u`" ,•%'�'",ta%%^rf'r"�`�'�fr1/ r r ,/f�""f,F/!!` •/�^r yf!t,f%,rfr';"'J�^%�"fs,,.?/`/r',,r�' / '/' ,r',:'F ..,./ i' OZWI r l/7:, - 7r /,''3'F�'7'�if SAr�,FS`/ir."„(1� ✓ f W r;, rr •,,�' %:lrF^ § 1.6 If the form of your organization is other than those listed above, describe it and name the principals: m° f r .1:rar �, .�{,.r^ ,,, ,,,, „! -f� �',/1�e;.-d e l ' � ,✓ ;':P' '� r' 'r 140,; ,3 i"�`+1' J �Fi?13�r,a„r,: , ,,r ,,,,, �j,:,,...,r,,,,,;,,.. ..Aw.*F,i� ��,<�,�,l ;%i: ,fo„ �. .�;,r,,,,.�1;,Frr,,., �,,,�:, / „�r,��J;�,�.�,��::,.�>� rfl}f �!,/r����r�f,f'rf,lf� r ✓�iY�� ,'rl,'f`>. f §2. LICENSING §2.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate registration or license numbers, if applicable. :/ � ,;11, Ifi . 4 „ ,e 3 ` 4rfk ) � ,I,4�� �� f �0d,� � �r%riFrEfflt.,A / 1r f�J � §2.2 List jurisdictions in which your organization's partnership or trade name is filed. ,r,., r ! f`a`” !=;/Jf/ 1,.f,;r,�%�ff% .;,r..:Fi ,rs/f..r f ,,r,,.F f,/.,rj.;. � �.r ,F%�ffrr/,r,rrr,'s'r'F;"^:�"F;",^f f ;%� ,ff• i ,F` ,?ff�f/�` .,`✓{' f!•,^'/,X ll,/^%l/'f"O t.t;r`/`r ,/rJ'^f'` ,;r f!;; ,-f'F;„'/r%`^�`/'i'.�"fir`,/',;y..%.r,,/`r 1, �,.., .;:./,,; "><f'f{f1fr/. f✓ "f�`�tg�9" �#��i�9 �l��L,c��, ,r�,'�� r��'^F.F�rr,�fi'f� 'f`/� rr•!/f.^d'^�.��� ,r/�,,^'�r'''�r�,,r.�;'>�'` yam% {����r�.,'rr�/`r/r,, •r� �Fr'�•r>'''��%,,� ,^.1ff ,,,,.,, � %.�5�//rr?r, .��1rsf,.;^ `�,r'�ffr^'`^fff�•11r,'r,'.F,Fr;Jf`r,'�, ��ri,.f/l�'%fr"F/'',��,��">/fig/'f.5„ frfr,�/��ff. <���frr�,� .:f�''l..r,fFiF�`,v/�Ff,�^/rfir%,'%�F',r'�„f,f/fb,r /fr�{'f"r,',<'`ff,„, §3. EXPERIENCE §3.1 List the categories of work that your organization normally performs with its own forces. j r %/r j f ^i�rtrd! r:i f /r,;; /!ra;r 'f>Fi.r'/„�, ,,�j,�r�,r z F, ^,±r .s!„F' ,er, , �f r' F/;tr frsff,,, r/{frl�r r,';r,` /� .y; "4;,44;41,71,;:i: d.' ' ” r„^ r { ; ,,'`' fr/ fir, r ,%i'f`'{ r r, / �i � )��= � ����i���#��,r �9� „I�F"�i �€���i = ��;r 9��»!-'°�51��� f,1f`f1r`�f?!�'��/,,!f,„,�/y, !' �/'"r �, <.,.. rar.. y' - � �,..�"�.;.. r ,n�;,rf{ �>J`,� '�r�",/f%f!!%�fri>:r.��/�r/,`rF�.� §3.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) §3.2.1 Has your organization ever failed to complete any work awarded to it? U/ fir fF /%r ,�,n F,r,,r Fr,•.y�t.If�!f,!F/1/f'.r,.,,a vJF.'.f .^r,^�'. ,,rrf ,;moi f f,r/'. F fr/' J f.,'.x Jfi f ,^,//r'r,. ,^„f;,...r !r^'': ''!f�' ,r>/ f {;frr x/,x' .'f.�„fF'f'`„r'`..,,/�•//`!'.,,:r/',,,.�'f,f' /,•.,,,..,�/`//,.;,,.9`r'/,r/f�` /sr�^�J`”,'.f F ;(!r'' .'`•,r/�t'r rfF`�,,�'f'F r,',,; ,.{,�"r/r�f�.N:rff/^•�... f ''r if f .! ,!iir ,1f.�/''r F /i ,,'�f /W,.Mi.r/./ �,/�,^rr,/"r f,,;f r. r!r� ,' i/rf;r'r/` ,//F/ f"/",,l`/f f'�;;lf}r/,,F/,r'” k% ,{��;��. //r�,�... � //. ���:y,^ �r,r.� „/ri/�ifr"`�/.•r'�'fF�i/l,/ r�.// , F% ! f f','f`�fF' F;� ����...F f /.//lfFi�,+`!ry/^rrr /�v.,i r��,��,itr4r��f'1.1.� rr�r��{'+'„'r,'`f�fir�fi,�.;,.r�,f��.!r.. �f /F,rr,”/f/11{' �� ",:%/r � � �i!^��������,`!`f,/{lfi:�r�r�,rF'r/,.. §3.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? d/� f fr /fF ,;r r/r /Ff .F• %..r..,f ,,..;F f t rF{fr r fr rrr{r ! f„�,,,f:E.4.+,^r. r .�',..qrf l.,y r:.."r ;f .., /r' �` /✓f'f •t �` /fw f ;r, / !A r,>`�1f ^., ,'�F r�,r j fr, ,If, / !f ,l�rf,�.�1f r„ r y'r ,�f/�f ..rl f yf! ,I;a rr,.� , 7 .! ,rrr 1. :f r/r, r'�i'ufF '`! f.Ifr.'/� ," 1,flr ff.J` r :f. r r'•1'6 ^;l�'f,l. ff rl,. f'. fir:Jfrlr :, fr.f/"rrf Psr' r�f�l �1,�f f�N�rf��.�/`�f�/, ,rf l• r�! 'F''r�r'��`'/r{f%`f'�/`:�r'r rrs� �f l'l' /,✓�,'`�r rrr;.{ f r,r`/f >�'JJ r.rr:!�i%' 'rr/f.,, rr«},rrr �,"Fxi.' � �f1�� »r,�lf,���l;:.l•�F„�/r,'�fF.,r�st..r&f.`”rJl/rl r r,„,rf, ��I'r'%��Ifi � ,���s�r.. �,^'',r'';t�e",�r�•srxrfFs`r`rli'^�'f •=�l{`.',ri',f��''r'fr�{.,,���„�� ir>«lr„r,r §3.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? {,.o?,:.. ..x,' 'r, F,^:�...r.., rrra+'✓.:rr ,br�S,” ,>'!-'1/ "'l, f .,rr".,. , ,:Vie,. ,.,, z. _.n',.'r ,f, rrlrrr frff ff,,• !r" J „f r^ff f, I .:" ff"»f{ .. t,+fr / Y ,^`/ .Fr/1,1' f{{ f`f•�r rr/I/rl'lf�. rl,,..I,�,.f // r": r fl. ;.'r,,, // /f,^/f; f,; .r•,` r`f ✓r/e li,r,�f`f,^'f,,f �... f f f��:"1lFf "%. ,r':rl..;,:t, ,frr„ �v`�^.,!! rr.f,f ,/>t/./rrf t elf,'IrfF r� f!.`Jf.,`ffif; r!j}.�.tir ;r:1 r% ,, rrr f/;.1H`,;r f,., :�,/If / f'f,^,�` " !, /fF'`�s,^f r•.lr� !rF`ry f'.{f r;f,i//. /J.S'. f f'rr{ r/..,.,/,: !-r; ,r / rr��r�f�/ ,�,�,'r f.,.�F���`, �r•��.' .r,,fr�,^ „,, i,•�v;. fkf''fSSJ�.ji?fflf'{:- ,rF/ �^' f//`�r,^fJ,rr!`„r`r.,fi,r r.,"�;�.ff'r�rfF`�.fl>4�r�;1f�r'r.``/lF,,�f fj� F �f�. ,„`'�11i�lJ�1rF, i�,�,t. �:,f'r. J%/�"'�ff,,,:,f:'/rrrf`>�'�5,s,�',Fr'r`,.'fF, ,`,%`fr f..,{',,/,/.,r,....ffr,�r,f/'.', r/"�,"l';,,,:' ..lr„- �,/l�r� ,,.f,,,�,F/ �,r rr�,/rr/{f/%f,',.�'r'..;. §3.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) s rr>fr ,`^.lr f /,f:rj� Fj.l. { ,•J :fi'r/ riff:.”"ry. .YYff 1 f ..� ., ,frr,. ...f;^".. _':: 'f '/r: ',lf:r.^ fF`frrr lir`-rl'/f' ,r JFlri r' ,Y / F„� .1 r f/ .,r. /%a:.r.,{;rf ,. ,.,f..Fi/,! ,^.rirr`..,+r{F,m,rrr 7 f /,.>r,r/"r'/f2 .r;/,i,r'f,. ,,,.l! ..,r'... {!f: rr !` ,^:' :'r .f r,rf' //,'r', r,^. ,r% fiu, rf ^ J,.r .r a,<{,k/.,Ff,r�'r.,.3 r rr.r/'� r,'f�...;�.',/.r/,'r' rr,rl�„�`,^` / ,r. % ,r..1 r,r. r1. . f,r' 1',r'� /J % ,ffX`f r''! r,�-< ,f„1r/. r!4 r`.,'f, i F",f (. �f^,^ t,rf , r;Yf'/, r/. ,� ,/ ,lr f''f f l^'i' _`!,'r./r f,//` ,^F Jf�f..>�rff .r��fi far ;� f `>'�/1F.;;Y', ...1rr,,,f„^l/{ ,.,rrf.Fr`ffFf ..�:..,%./.^ /,., �f�:r'r r`. ,r ' .f 1,�,'^'� r� ,rr/`rr;.,,, f!r'.rli„ !,!,{, f' >/ ;'f �,•`xr�, Ff�,'fj'`.. �:r`,•`fr/r, f�f'��11'a'r,lfl;.,fr' ,,,'r'`,'f ,,5�f/f..r;r ^..�/�i lrf�rF'ffrr+�xrfr'.,r r','/fr,rfr"..f,rf�"f� sfr.,`�' {r f” >� r f. f�r/ffr,r//.�ff�J�%r.,�,c,!„/r✓>;/n ,r'',r>1 ,r�'rf��„F>',r,...f//^f'r,,.:,/r,,r;,;�r,.:e'�,!f;r,.//r,rff`f•,r,,,/rr'fr,r,:'..:f,%/1.:1rr,•`>�rr/,r',rr'r'F.rrfrfr„ ,rr',;.rr`.,.�..r7.'','` J�/'r/,Fi� f� �,:,/'��,vF�r�,'°f,�rl„'�ir"..rff.,�^�.^.'• 2 §3.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect, contract amount, percent complete and scheduled completion date. JN :'%A'Jr F�^� •'S':, !�"i,�'rr�f��.:r' �,,�s�,•.,:r ,��."y, �,��Fr,'�.�JJJ.,/, .. ; r'�,..y J.'"J" ,.,f..,,, • ;�' lJ ;"/'i;;':�, r,"r ,. r:,.,",",'.',�`/f f.�'A^`'``X,`.x.r'2M;.A�FfF';,�;%`;'`,%,,T �','J'r'�f r,.. i,�"'407,r /1,/A;/'',. `. ;,;' � r;;. ,r ,'iA'/''�,/A,'/';, �.;``A`,d',•l'�,'r,��J''': :.�-; ���'� ,,1..;�;r ,.%��ir'. rf,. '�,,'.� �.f.'',5,/ �/'f,'`'r.�'��%r ,� .JJ, ,�. f `� `'JJ',�'��,/ §3.4.1 State total worth of work in progress and under contract: #%F �/r.if1f,,%'..'',•%'J"�';%?':" �''f� �''JfA/,�%f`''/',`A,,'J'''�,•"��f•��li,?��%` '`,`•`�.A',�?,�",'''f1:i' ;F,' '�"f!"�'jY �,A .' i" ', cam',j��/, W f ; . w r� U/ �:://eqy §3.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect, contract amount, date of completion and percentage of the cost of the work performed with your own forces. F-z ,,,,, y f`� .G, „�_•:Ff.` � F,.%/fYJ" ,fJjf�.�".i:�� -:."rr,%:":-''v'' ,f,.�.„�. rA r•:GAJ � �'f.:�;'�'/,Jr F_ w/,.. "fF F'J / ;��,..f §3.5.1 State average annual amount of construction work performed during the past five years: %%; 4, -...�,�,,r,^'',!' "/�.� �AFx' '�:�'%'�/'jrF;;r Af..,;+„'/•"'_ ,z;���,r'E•�� J'-..,%�,J/Jr..-",M.��,.: :r AF• �., J" , ./,i"A�„ . §3.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. :,f;: •�'f�,��� � >>'a/ r,r%,,,:'�"d�=o.� ::esu:�/.. �,:'. �1 F/,�y-;., 1,"%!. 'x,,'ry,r%r.A��, ...:• .',;,: ,,.:..� ,, �, .�,.,�F., .../10/7",,.,.r �.. rr. ; ,!/ ,y' ;r §4. REFERENCES §4.1 Trade References: ,r"�!,,,.,, ,�, r�•-r-.r f�i�.,%,' �:� /��^,.,i!yi�i r,�,�, ,//J.� ,l�Jr� r J ,:;f:�.�J� ;/.� ,.,�,'''^!f,:% �;F`�J,r� �F -,' ��;%�/•��'. r.�•�'.,r ;� ✓� rt^ y o:�„;,j'%f�,,•/� A�',/,.��,r' ;�``,F`` zz, ,'//'f' wf f`r` •"«f ., %".� '•f ., �,•l jl f J,':, /:/./ G'.%/ rF`/ '.'A%?A,=r.�? ' A< il( ,;, '` Af'``l!.'/',. fA`l'/'". '" /J` ''/ ;'1' �'/ ,r, ,�/;s.. ,. ;!�``,`/. Vii" /: ,•',r'`„J /,'r fs``,''� ,;.r,. ,'`JJi "'r^ ,% .'.,' A : fi /,;'' ',/` NJ .. � ��/' sr f,, ,i,�J'FA �� f SFr'•, f,'' r ,�,�',r ,;,�f' ��:�,��J`� �J���` / � i,,� r, J��� �'� �.. !r��;` �.1,:.!vF;,.,FF �vt'f �rf����Y„J'.,v��,x�Js�ii�llJ, F�„�i'J,�f1.? �..ff�%�e'�..I, '.fi'r���FA�r'�.f”�E'...�!i �r�,'�'. ��`f���fil.A>�r'Air` :�• A §4.2 Bank References: %;"F ,>,�J,r,: ,. / .';r„� r,•;A� F;�';;,:' 'r/af.,• � f ,:!/,esr�3 ,:!.,„ � �rr., � ,:q:; $�i„ ��r. •,,;•,, i�fii �J�A� �,vfr,� ;: 1;:k,%'°!/A §4.3 Surety: §4.3.1 Name of bonding company: '� /r' ,� <r ,„ ,;. ,frs . e,.;i/ /�,%f!`o-:' �. ;l�5�f ,;�;:f.-rte��;../i,+ ..,','.f�'/,A/i�J., ,�.. �,/s!'fA`,='%Ji',!`�'Av`%F 7. 1 ;,. ?� � `�9 a e� o g', s L'�'� =�' `''``E ”0101A a /'/ ` ;r/ §4.3.2 Name and address of agent: :•;”: . .,,,i,/�;' i y,,: ,„;".� ;r y%,� �, ,:r Ao-• .. -,,, :IK r :r,�r'�''/,%r„'r/ r '/1.F,f<^�A IA.i�,�G�”`.%irJ`F� r'`y���,'�% r fir,r r.✓A §5. FINANCING §5.1 Financial Statement. §5.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash,joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; 3 Current Liabilities(e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). §5.1.2 Name and address of firm preparing attached financial statement, and date thereof: /;,�.�.,,�/i�es; ,�y. o�,,, ' ,::fo r.//irt r.�' /./�/�"`/0 �'f'`�,r��'� /i% %/ ,'�' y'!/�vl f� v,ar/i� y �y-/ �- /F,-i�:/,vi...y. /. 4ll :app- h.... �,,�// i /.,,of ,/'f':%:.y�``// /� i�j,/,.,'//i�,.''/r�',,:if f%!f ieewi �/jf..,r,r,/ '/��r%9'�` r., .1„�fid, , ,,,f,,� �, ,,,%/ �� �Y"//'��,.��,�i//�,/Fu/,irr,-� f��s,`F�������.��-1,r`'������f�/�ry ����/lj ��/,��r//���!,r/r��i�f §5.1.3 Is the attached financial statement for the identical organization named on page one? /i 'r//'/�% �<l�, �/%i,%r. -%/ ,/ / ���/`',:'� f�j%fir/�/:1/�r� i r/�///�`. �/fy^'�/f%�%`,,%'%(//�����,� �/ /�/).`%/.r/�i,.,/ ��/ y : /:.�,,,% a /// %%`/, 'a./aa,,y/,�✓/f/ i./%/`EE,E"i i ,,;//,�•r. %i/.ff4 A, ,irf'�/ ,///,.rr/� ::F///;//y: „lo`%/�,,�J�/�i%��s./�r���. ��/1�,���i��..f���r/�f�,''F;;,,y���F���. �ik✓�%f�,�`/' /�.,/,�'� s�y/f��if�i'..f� �,.' `�/����� .! ��i% §5.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent-subsidiary). fry";"fi 9' r f �r �5F" ri. :..:� 1' '. r F r F?r i.,r:r :�; ef' ivrr �+yii ri if:rrrf.r,. Fi/,',,,/ //� G////'1/ ,, //��//////!/1,i'. /" /}'',���0�f ``'�/�; �/i%/ ////%�/✓ /fir 'iir;j /�, / �//%” �//, ,_�6'`� / /� `i'f �VI ;/�i/Z/ � �„,'/`��:r1//Jii,�/y i�r �iel ��1� ,% �r:�! .,r/ , /yam :i/ '.� 1% /Z /,l �G�, ��l�r✓-,��i��Fi ��/s1�.+��`�d/`/���:�/,�..,a�//�,f{,... �„�5±,y,�/..��//��,s,�',.,������/y����r �ir,,�� ��/,/��s%i flril' §5.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? �� ,/ i...ri, r /Fl �. �////. ,,:::. ,�,:f � ��"fir, � ,�;":�i ? ...ff.�/:.",f/r �;:� f u,., r%.._//,l' �.,,,,ry"�/�.':i.',rp �� `�j,6//f/ / ,.// �/,�'r.",�i/Hi'.Ji ./, //%/r �/.fir'/-.%�//�'./l r///�/, .v l rri,:,//'r. .,,r /f;-/'f�/1/ ��,, rG ,//; orf ,mr„ %/,v„ /„/ i�/,./��..'r/�.;�:�i, � /,./�„�,,.,//r//,.�/�..�f�, Fi,.,;,,,��„dHr�'����,;,,;�v�/� r�%ir,t/a/,`„/,�r G//�:/,i.G/, ���,�/%sr��ur� .F § 4 � -'_ _- ---_ AN-~~ Z- _____- ____-' ___- _ __ §6. SIGNATURE . ��,�� § 6.1 Dated ��� 15� �mofSep�mb� =~ Name of Organization: traoliTitt By: Patrick Sommers Title: President ----^ Mr. pifikds g duly sworn deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this :‘,tlayof el N5 &"� Notary Pub|ic7�q�w ���4r�«' L+er My Commission Expires: 14 II—tic 1#11,4, Couotite% 'Unfit SO1 Smmers construction 3.4 Current Construction Projects Patrick Sommers, General Contractor 9-14-2015 Sommers Construction, LLC psommers@sommerscc.com Office: 706-831-5133 Fax: 888-260-1674 1. Project Name: Comfort Inn & Suites Remodel Owner: SIG Management Architect: Design Build Remodel Contract Amount: $138,251.72 Percent Complete: 90% Completion Date: 9-25-2015 2. Project Name: Augusta Tech. Bathrooms Bldg 300,400,500 Owner: Technical College System of Georgia Architect: Centennial Contractors Inc. Contract Amount: $61,000 Percent Complete: 35% Completion Date: 11-30-2015 3. Project Name: 3 Bay Garage Owner: Coastal Air Properties Architect: Ray Good Designs Contract Amount: $152,194.00 Percent Complete: 80% Completion Date: 10-16-2015 4. Project Name: Sparkle Express Car Wash Owner: Sparkle Express, Inc. Architect: Design Build Contract Amount: $23,400.00 Percent Complete 95% Completion Date: 9-30-2015 1 Smmers Construction 3.5 Completed Construction Projects Patrick Sommers, General Contractor 9-14-2015 Sommers Construction, LLC psommers@sommerscc.com Office: 706.855.7694 Fax: 888-260-1674 1. Project Name: DoubleTree Hotel Upfit Owner: SIG Management Architect: Christopher Booker & Associates, PC Contract Amount: $136,224.18 Completion Date: 3-30-2015 2. Project Name: Columbia County Georgia Extension Office Owner: Columbia County Georgia Architect: Studio 3 Contract Amount: $153,000.00 Completion Date: 1-14-2015. 3. FPL Foods Augusta Ga. Fire Damage Repair Owner: FPL Foods Project Manager: MPC Tim Foster Contract Amount: $292,892.76 Completion Date: 5-28-2014 4. Project Name: Columbia County Family Connection Owner: Columbia County Georgia Architect: Christopher Booker & Associates, PC Contract Amount: $105,300.00 Completion Date: 8-23-2013 5. Project Name: ATC Building 100,200, and 600 Restrooms Owner: Technical College System of Georgia Architect: Design Build Remodel Contract Amount: $86,740.00 Completion Date: 6-20-2013 6. Project Name: Hilton Garden Inn Project Grow Owner: Newport Group, Inc. Architect: Design Build Remodel Contract Amount: $31,500.00 Completion Date:12-5-2012 7. Project Name: Kroger Store # 455 Marietta, Ga. Owner: The Kroger Company Architect: Robertson Lola Roof Architects & Engineers Contract Amount: $34,320.00 Completion Date: 10-4-2012 8. Project Name: Kroger Store #894 Hartselle, Al. Owner: The Kroger Company Architect: Robertson Lola Roof Architects & Engineers Contract Amount: $53,500.00 Completion Date: 9-4-2012 9. Project Name: Kroger Store # 389 Norcross, Ga. Owner: The Kroger Company Architect: Robertson Lola Roof Architects & Engineers Contract Amount: $35,000.00 Completion Date: 6-14-12 10. Project Name: Coroner's Office Addition/Upfit Owner: Columbia County Georgia Architect: Studio 3 Design Group Contract Amount: $60,616.00 Completion Date: 10-6-2011 10. Project Name: Terminal Building Renovations Administration Area- 2nd Floor for Augusta Regional Airport Owner: City of Augusta, Georgia Architect: Virgo Gambill Architects Contract Amount: $141,422.59 Completion Date: 10-4-2011 11. Project Name: Building 400 Kitchen Modifications Owner: Technical College System of Georgia Architect: Nicholas Dickinson and Associates, PC Contract Amount: $97,700.00 Completion Date: 4-19-11 Smmers Construction 3.6 CONSTRUCTION EXPERIENCE Patrick Sommers, President 9-14-2015 Sommers Construction, LLC psommers@sommerscc.com Office: 706.855.7694 Fax: 888-260-1674 PROFILE • Experience in full on-site construction management; effectively schedule, monitor and inspect all work from start to completion. • Over 20 years experience in all aspects of construction. • Self-starter with the desire and capability to tackle complex projects with demanding timetables and exacting customers. • Holder of a Residential/Light Commercial General Contractors license by the State of Georgia. I Passed the NASCLA National Commercial Building Contractor Exam 3-12- 2015. South Carolina license is pending and board approval is expected by 4-10-2015. EXPERIENCE Sommers Construction, LLC 2006 - Present President • Plan, direct, coordinate, and budget activities concerned with the construction, renovation and/or maintenance of structures, facilities and systems. Participate in the conceptual development of a construction project and oversee its organization, scheduling, and implementation. Mechanical Trades 2000 - 2008 VP Sales • Responsible for generating business by marketing products via cold calls, trade paper advertising, trade shows and forming long-term relationships with customers. 1 Shop Foreman • Responsible for day-to-day operations of a 30,000 square foot sheet metal fabrication shop. • Insured machinery was properly maintained, projects were completed as agreed, and coordinated and supervised ten employees. Shop Laborer • Responsible for completing assigned work. Offered to assist others in their assignments which resulted in projects being completed ahead of schedule. H. Brittingham Mechanical 1997 -2000 Shop Foreman • Responsible for shop operations which included inventory, equipment maintenance, on-time project completion from shop personnel, and directly supervised five employees. • Scheduled, monitored and inspected all work from start to completion; handled installation and scheduling timetables with customer. EDUCATION Evans High School 1997 • Vocational Diploma/ Metalworking and Fabrication • Selected from all Juniors and Seniors to represent Columbia County in the Vocational Industrial Club of America (VICA) competition for metalworking held in Sandersville, GA. 2 Smmers Construction 4. 1 TRADE REFERENCES Architects: 1. Christopher Booker& Associates, PC — 3319 Perkins Rd, Augusta, Ga. 30906 (706) 798-6792 Nathan Vick 2. Studio 3 Design Group — 1617 Walton Way, Augusta, Ga. 30904 (706) 667-9784 Dee Biard 3. Nicholas Dickinson & Associates — 771 Broad Street Suite 200, Augusta, Ga. 30901 (706) 722-7488 Nick Dickinson Sr. Subcontractors: 1. Howell Electric, Inc. —4163 Wheeler Rd, Martinez, Ga. 30907 (706) 854-8330 2. Ga-Lina Plumbing—422 Bristol Rd, Augusta, Ga. 30907 (706) 863-0843 3. CMS Plumbing— 3205 Winding Wood Place, Augusta, Ga. 30907 (706) 855-1272 4. J&R Electric, Inc. — 287 Sudlow Lake Rd., Granitville, SC. 29829 (803) 593-0296 5. K&W Services — 6191 Columbia Rd. Appling, Ga. 30802 (706) 533-2440 6. Mechanical Trades, Inc. — PO Box 1639 Hephzibah, Ga. 30815 (706) 592-4029 Customers: 1. MPC — Tim Foster Cell 706-832-6719 2. Columbia County Georgia— 630 Ronald Reagan Drive, Bldg A Evans, Ga. 30809 (706) 868-3382 Gary Judy Cell 706-836-8522 3. Hilton Garden Inn. — 1065 Stevens Creek Rd. Augusta, Ga. 30907 (803) 292-3719 Kevin Isham Cell 803-292-3719 4. Doubletree - 2651 Perimeter Parkway, Augusta, Georgia, 30909, USA (706)-855-8100 Les Reagan 5. Technical College System of Georgia 1800 Century Place, NE Suite 550 Atlanta, Ga. 30345 (404) 679-1764 Gary Stephens Cell 404-450-6267 6. Centennial Contractors Enterprises, Inc.-233 Davis Rd. Suite H Augusta, Ga. 30907 (770) 490-3231 Jonathan Brown Cell 770-490-3 23 1 7:59 AM Sommers Construction 05/19/16 Balance Sheet Accrual Basis As of May 19,2016 May 19,16 ASSETS Current Assets Checking/Savings GB&T New 111,964.67 Georgia Bank&Trust Savings 15,019.76 Georiga Bank&Trust 5,115.00 Total Checking/Savings 132,099.43 Accounts Receivable 11000•Accounts Receivable 44,811.98 Total Accounts Receivable 44,811.98 Total Current Assets 176,911.41 Fixed Assets 15000• Furniture and Equipment 26,640.59 Total Fixed Assets 26,640.59 TOTAL ASSETS 203,552.00 LIABILITIES&EQUITY Liabilities Current Liabilities Accounts Payable 20000 Accounts Payable 7,743.43 Total Accounts Payable 7,743.43 Other Current Liabilities Loan to Sub -800.00 24000 Payroll Liabilities 620.48 Total Other Current Liabilities -179.52 Total Current Liabilities 7,563.91 Total Liabilities 7,563.91 Equity 30000•Opening Bal Equity 1,420.00 30700•Members Draw -346,683.48 32000• Members Equity 330,088.31 33000•Capital Investment 69,000.00 Net Income 142,163.26 Total Equity 195,988.09 TOTAL LIABILITIES&EQUITY 203,552.00 Page 1 LOCAL SMALL BUSINESS UTILIZATION The undersigned bidder/offeror has satisfied the requirements of the bid specification in the following manner(please check the appropriate space): The bidder/offeror is committed to a minimum of % LSBOP utilization on this contract. The bidder/offeror if unable to meet the LSBOP goal of % will submit documentation demonstrating good faith efforts. Name of bidder/offeror's firm: S Ofinr-‘ c L c By c.)" S (Print Name) Name) (Signature) (Date) Bid 16-174 Diamond Lake Camping Bath House Bid Due:Thursday,May 19,2016 @ 3:00 p.m, Page 14 of 15 ,..t in U) c,k-- ; ecie .— O a 0 4• ., 0 0 caC) u 4::::) i:',,:)`. c, 7,,L, ,,2_ 5.70" E" tz oi- " c c ---- O >, a ,..1 ..se as ,.0-, 4.4 ..... to 2 0 -.I •0 ).; 0 dip I U0 S,'- "o •!•-' CU .4. CC 5 E OC 13: C di ....* 7.----- al = 'n U (u = c Cl) .0- 4. ilt 4. o --L. ......d.. .‹.' „.....„-S c:4,.. 1.- ill 4- = m o.,.. CU ")t U e• .0 v. ur a; a . , . \ 0 0 .rt • z co A t ' ,z. t; *03 CI 0 M. 44.,., a ...td 41) 0 as 1--,.4: .' s- 4u. z -5 .tn : a. .0 **.• .12 '.' .. -:,... <„,t .k.s....,, %) 0 U el3 .._,.,_ ,,,.. a) 44 0— - a) 5 Cl) 'E u. .. 0. 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A. - r- •11--:_=, 5 ,... , ,-.., .._.., ,,,yo 11..." # V) .c Pit ' 77' Q .-.. - •,.." ‘;`. r`.-- _.. , ,,a; ..= 47 •-, c -lc a, ,.., 3-- -0 ..> 11) = V so C IN :,-7 ' ' --- ', 4„,,,,.,•,-7-;c)- r-i., , Ta .&... to , m E .4. 4, ,.,_. c 'D ' c.) i '-- c - 0 ao „0.,, 3 --:i '8 /— rs. 3 ,..) --"" '7„...).r•-• .> 77 .... .,:l. .." • ..,z, .... 0 ,.- o (:)- ;-, <C, .o ri,: z x Z E! ek- q r'z'N c'''' rV' • Cs" C`"' E. o 132' .i. W ... a 0 .)--:', c, \ 0 C1-. ,) 13 4.1 *0 t 0 *.•••• ,--,-.4 * ,, , ,,...... `•-• L.- 3 4.Th'''' r„,i 0 '''r:\\ 13, a• -, '= .,_, cik ., 0 1 \ .5, E 1.3 - ,-Y . ...,‹ _11 ,... ,. ,0 0 — .... c (.., a) a. ra to ,,,:' 0 0 > 0 Z at k_i,\ s a C ,c ,J ( ."LI ... fa -..... ... 4. c ="). .", ....... to to a . . ,3 C,) 0 1.• 3 XI 03 *47) = •,,i- „z„ ''' ?...., r) ...x ..n, ,.., ...0 „„ ..... .4.4 .1 Disadvantaged Business Enterprise Department EJ) R 0 I Yvonne Gentry DBE Director March 17,2015 Richard Costello Diane Costello Lite Electrical Services LLC 2037 Wrightsboro Rd Augusta, Ga 30904 Dear Mr. and Mrs. Costello: Your firm has been registered as a Local Small Business Opportunity Program (LSBOP) with the Augusta-Richmond County Disadvantaged Business Enterprise Department (DBE). Your company's registration will last for a period of two (2) years, beginning March 17, 2015. Registration entitles your firm to be included on the LSB website directory and your firm information will be submitted to all contractors bidding on the Augusta-Richmond County projects. Placement on the LSB Directory's list is no guarantee of solicitation for informal or formal invitation to bids/proposals. This is a service of convenience for the vendor and Augusta- Richmond County and not a binding assurance of solicitation. To insure maximum bid participation, vendors should register with DemandStar Service which will allow you to receive the appropriate bid specifications as they are issued. Please call toll-free 1-800-711-1712 or visit www.demandstar.com for more information. As a registered firm, you are required to notify the Disadvantaged Business Enterprise Department of any changes in ownership and/or control of your firm. Failure to provide this notification, in writing, may result in your firm being removed from the Local Small Business Opportunity Program register. We welcome you to the Augusta-Richmond County Local Small Business Opportunity Program. Sincerely, . • Yvonne Gentry DBE Director YG:tw cc: Vendor File Disadvantaged Business Enterprise Department 535 Tellair Street—Suite 600B-Augusta, GA 30901 (706)821-2406—Fax(706)821-4228 WWW ALIGUSTAGA.GOV 2.-c— --ZAL---1-- 7- Compliance Department G E 0 R G I A Yvonne Gentry DBE Coordinator April 13, 2016 Jacqueline J. Bennett Dream Home Painting 2898 Pepperdine Dr. Hephzibah, GA 30815 Dear Ms. Bennett: Your firm has been registered as a Local Small Business Opportunity Program (LSBOP) with the Augusta-Richmond County Disadvantaged Business Enterprise Department (DBE). Your company's registration will last for a period of two (2) years, beginning April 13, 2016. Registration entitles your firm to be included on the LSB website directory and your firm information will be submitted to all contractors bidding on the Augusta-Richmond County projects. Placement on the LSB Directory's list is no guarantee of solicitation for informal or formal invitation to bids/proposals. This is a service of convenience for the vendor and Augusta- Richmond County and not a binding assurance of solicitation. To insure maximum bid participation, vendors should register with DemandStar Service which will allow you to receive the appropriate bid specifications as they are issued. Please call toll-free 1-800-711-1712 or visit www.demandstar.com for more information. As a registered firm, you are required to notify the Disadvantaged Business Enterprise Department of any changes in ownership ancUor control of your firm. Failure to provide this notification, in writing, may result in your firm being removed from the Local Small Business Opportunity Program register. We welcome you to the Augusta-Richmond County Local Small Business Opportunity Program. Sincerely. ' escisrae 944019 Yvonne Gentry DBE Coordinator YG:tdw cc: Vendor File Compliance Department 535 Telfair Street—Suite 600-Augusta,GA 30901 (706)821-2406—Fax(706)821-4228 WWW.AUGUSTAGA,GOV Lite Electric Diane Costello We did receive a response from Lite Electric however their proposal was close to 30% higher than my next bid. With the public projects being so competitive, we went with a lower bid. Please see the documents attached that show communication. 5-19-16 Workspace Webmail Print Page 1 of 2 Print | Close Window Subject: RE: Diamond Lakes From: ''|ita.eiectriu^<|ibe.e|ectho@comcmot.nwtp Date: Thu, May 19, 2016 11:58 am To: psommers@sommerscc.com Patrick, We arnot sure,the lights are somewhere in vacinity of 8000 alone,Whets your other quotes?We only got one set of prints.We will rebid when someone awarded job. Lite Electric Diane Costello CFO Office 706-447-2854 Cell 706513-5*64 Original message From: psommers@sommerscc.com Date:5/19/16 10:56 AM (GMT-05:00) To: Lite Electric<lite.enet^ Subject: RE: Diamond Lakes Is your price of $29,656.85 correct? That price is a good bit higher than my other quotes. That price is more in line with the last set of drawings that was over budget. I just want to make sure you didnt send me the old price. Thank you, Patrick Sommers Sommers Construction LLC phone 706-831-5133 fax 1-888-260-1674 Original Message Subject: Re: Diamond Lakes From: Lite Electric <|ite.e(actric@conncast.net> Date: Thu, May 19, 2016 10:38 am To: psommers@sommerscc.com Patrick, Attached is my Small Business and Estimate sheet for bathhouse. On my way out of town, We can email back and forth as I will be on the airline lines. Diane Costello Managing Partner-CFO Workspace Webmail :: Print Page 2,of 2 Lite Electric Phone: 706-447-2854 Fax: 706-305-1032 www.augustaelectricwork.corn From: psommers@sommerscc.com To: "lite electric" <lite.electric@comcast.net> Sent: Thursday, May 19, 2016 9:03:16 AM Subject: Diamond Lakes Please send me your bid. You all are listed as a LSB for Augusta, Ga. Do you have the Augusta DBE Letter of Intent you can send with your bid? Thank you, Patrick Sommers Sommers Construction LLC phone 706-831-5133 fax 1-888-260-1674 Copyright©2003-2016.All rights reserved. https://email02.godaddy.com/view_printinulti.php?uidArray=4301811NBOX&aEmIPart=0 5/19/2016 Workspace Weboua | :: Print Page 1 of 1 Print Close Window Subject: Concrete Price Diamond Lakes From: psommers@sommerscc.com Date: Thu, May 19, 2016 9:29 am To: guconcrehe@yohmo.com Please forward me your ready mix rates for this job along with your letter of LSBOP status. Thank you, Patrick Sommers Sommers Construction LLC phone 706-831-5133 fax 1-888-260-1674 Copyright 02003'2U1S.All rights reserved. n ()G�- c---• `\-' Of` L' [( L' G � ~~� f*' / J' { {_ �~ 8 \L/ } � U v Workspace Webmail :: Print Page 1 of 1 Print | Close Window Subject: Re: Diamond Lakes Price From: William Woods <augustaconcrete©yahoo.com> Date: Thu, May 19, 2016 9:35 am To: ^pmommoco@sommemocc.com^‹psommena@aommerscczom» I'm sorry was confused. i didn't bid this job..i could not download plans. My apologies. William Sent from Yahoo Mail on Android On Thu, May 19, 2016 at 9:29 AM, psommers@sommerscc.com <psommers@sommerscc.com>wrote: Please send me your proposal for the Diamond Lakes Bath House Project along with your letter of LSBOP status. Thank you, Patrick Sommers Sommers Construction LLC phone 706-831-5133 fax 1-888-260-1674 Copyright x:2UO3-201O.All rights reserved. \ �~7 �')DJ ^ /? � cr�` \ � w` « \ / \ - ( / LJ�� �^JlJ U\�' . | \ / o\*r‘ , 0 ~ / ,„ / " ' \�v\ L) \\ N -�- �uF / m ^/ ^ ' https://e000i\0Tgoduddy.cno /vicvv_yriut_ruu]ti.nhn9ui =24|1NB(]}{.[)iumnod Lakes... 5/19/2016 Workspace Webmail :: Print Page 1 of 1 Print | Close Window Subject: RE: Requested document From: psommers@sommerscc.com Date: Thu, May 19, 2016 10:01 am To: "Jacquelyn Jones" <tjtyl 961 yahoo.com> - - Do you have a price for the Diamond Lakes Bath House Job that bids today? Patrick Sommers Sommers Construction LLC phone 706-8]1-513] fax 1-888-260 1G74 D v\ -- Ao{\ �� �- ~ Original Message Subject: Requested document From: Jacquelyn Jones <t1ty1961(ayahoo.corn» Date: Thu, May 19, 2016 9:39 am To: <psonnnnersPsnnnnnerscc.cnnn> Copyright C)20U3'2U1O.All rights reserved. h �v `- ? �� 7 _ ( �_r^)r [, (l.J /_ �/ ^ � �_��c` . | r_ i�' . �� L/�8J�« / ^-`( � ~ " - 4-1 'r/ 4\--c�~ `' Workspace Webmail :: Print Page 1 of 1 Print I Close Window Subject: Requested document From: Jacquelyn Jones<tjty1961@yahoo.corn> Date: Thu,May 19, 2016 9:39 am To: <psommers@sommerscc.com> Attach: Dream Home Painting.docx Copyright©2003-2016.All rights reserved. https://email02.godaddy.com/view print_multi.php?uidArray=430091INBOX&aEm1Part=0 5/19/2016 Jackson Electric Tom Jackson I was informed by Tom Jackson that they will not bid the Diamond Lakes Bath House. Local Small Business Opportunity Program Ordinance participation of local small businesses; and (c)agreement Requirements not to engage in discriminatory conduct of any type. Notice To All Bidders(PLEASE READ CAREFULLY) (it) Proposed Local Small Business Shall apply to ALL Bids regardless of the dollar amount Subcontractor/Supplier Utilization Plan. In accordance with Chapter 10B of the AUGUSTA, GA. (iii)Documentation of Good Faith Efforts to use CODE, Contractors agree to collect and maintain all records local small businesses. necessary to for Augusta, Georgia to evaluate the effectiveness of Failure to submit the above documentation shall its Local Small Business Opportunity Program and to make such result in the bid being declaredRqunon-responsive. records available to Augusta, Georgia upon request. The (d)Post Contract Award Requirements.The purpose of requirements of the Local Small Business Opportunity Program can this sub-section is to establish requirements for contractor compliance with the LSBOP after a contract has been be found at www:augustaga.q©v. In accordance with AUGUSTA,GA. awarded. This is incorporated Into all Augusta, Georgia CODE, Contractors shall report to Augusta, Georgia the total dollars Contracts for which a local small business goal has been paid to each subcontractor, vendor, or other business on each established or negotiated. contract, and shall provide such payment affidavits, regarding (1) Contractors shall have an affirmative, payment to subcontractors,If any as required by Augusta, Georgia. ongoing obligation to meet or exceed the committed local Such utilization reports shall be In the format specified by the small business goal for the duration of the contract. The Director of Minority and Small Business Opportunities, and shall be Augusta,Georgia may deem a contractor to be in violation submitted at such times as required by Augusta,Georgia. Required of the LSBOP and in breach of its contract If at any time forms can be found at vrww.augustaca.gov. If you need assistance Augusta, Georgia determines that: completing a form or filing information, please contact the LSBO (a) The contractor will not meet the committed Program office at (706) 821-2406. Failure to provide such reports local small business goals;and within the time period specified by Augusta, Georgia shall entitle (b) the reasons for the contractor's failure are Augusta,Georgia to exercise any of the remedies set forth,including within the contractor's control.For example, If a contractor but not limited to, withholding payment from the Contractor and/or does not meet the local small business goal because the collecting liquidated damages. To print a copy of the Prime Contractor Data Collection Form contractor terminated a local small business without cause visit:httpa/ew,w,auqustaga.govf�ndex.aspx7NiD=1672 or If the contractor caused and local small business to Website http:// '-auqustaga.vov/1ndex.aspx?nid=83 withdraw from the project without justification, then Augusta, Georgia is justified in finding the contractor to be SHALL APPLY TO PROJECTS$100,000&UP in violation Compliance.of he LSBOP. Local Small Business Opportunity g (Continued) (h) ( h pP Y Program (4) The Director of minority and small business Sec.1-10.129.Local small business opportunities program opportunities shall be responsible for evaluating good faith participation. efforts documentation and subcontractor Information (a) Sealed Bids The following procedures and contract submitted by bidders In conformance with,the AUGUSTA, requirements will be used to Insure that local small GA. CODE and any State and Federal Laws applicable to businesses are encouraged to participate in Augusta, any bid specifications for competitive sealed bid projects Georgia contracts, including but not limited to construction prior to award of the contract. contracts, requests for professional services and the (i)Competitive Bids. performance of public works contracts. The Augusta, Nothing In this Policy is to be construed to require Georgia user department shall indicate goals for local Augusta,Georgia to award a bid contract to other than the small business in all solicitations for contracts over lowest responsible bidder, or to require contractors to $100,000 In value: award to subcontractors, or to make significant material (1) Bid conditions for contracts awarded by purchases from local small businesses who do not submit Augusta, Georgia will require that, where subcontracting the best overall pricing to Augusta,Georgia. goal is utilized In performing the contract, the bidder or Sec.1-10-130.Exceptions—federally funded projects. proponent, will make Good Faith Efforts to subcontract In accordance with§1-10-8 and Chapter 106,the LSBOP with or purchase supplies from local small businesses. Bid shall only be utilized with federally funded projects, solicitations or specifications will require the bidder or proponent to keep contracts as authorized by federal (and Georgia) laws, regulations records of such efforts that are adequate to permit a and conditions applicable to such projects. To the extent that there determination of compliance with this requirement. are any conflicts between any such laws, regulations or conditions (2) Each bidder shall be required to provide and the LSBOP, the federal (and Georgia) laws, regulations and documentation of achieving goal or provide documentation conditions shall control. of Good Faith Efforts to engage local small businesses as subcontractors or suppliers, the names of local small NOTE: All forms should be submitted In a separate, sealed businesses and other subcontractors to whom It intends to envelope labeled Local Small Business Required Forms, award subcontracts, the dollar value of the subcontracts, Company's Name&Bid Number and the scope of the work to be performed, recorded on the form(s) provided or made available as part of the bid For questions and or additional information please package. If there are no sub-contracting opportunities, contact bidder shall so indicate on the appropriate form. (6) All bid documents shall require bidders or Mrs.Yvonne Gentry, proponents to submit with their bid the following written Local Small Business Opportunity Program, documents, statements or forms, which shall be made 535 Telfair Street, Room 610, available by the Procurement Department. Augusta, Georgia 30901 (i) Non-Discrimination Statement which shall 6 821-2406. affirm the bidder's: (a) adherence to the policies of Augusta, Georgia relating to equal opportunity in contracting; (b)agreement to undertake certain measures Website: http:/lwww.auqustaga.gov/index.aspx?nid=83 as provided in this policy to ensure maximum practicable Revised 2-11-16 Bid 16-174 Diamond Lake Camping Bath House Bid Due:Thursday, May 19,2016 @ 3:00 p.m. Page 8 of 15 I Diamond Lakes DA#1520-BH Camping Bath House AGREEMENT THIS AGREEMENT, made on the 8th_ day of November, 2016, by and between AUGUSTA, GEORGIA BY AND THROUGH THE AUGUSTA-RICHMOND COUNTY COMMISSION, party of the first part, hereinafter called the OWNER, and SOMMERS CONSTRUCTION, LLC party of the second part, hereinafter called the CONTRACTOR. WITNESSETH, that the Contractor and the Owner, for the considerations hereinafter named, agree as follows: ARTICLE I - SCOPE OF THE WORK The Contractor hereby agrees to furnish all of the materials and all of the equipment and labor necessary, and to perform all of the work shown on the plans described in the specifications for the project entitled: DIAMOND LAKES CAMPGROUND BATH HOUSE and in accordance with the requirements and provisions of the Contract Documents as defined in the General and Special Conditions hereto attached which are hereby made a part of this agreement. ARTICLE II - TIME OF COMPLETION -- LIQUIDATED DAMAGES The work to be performed under this Contract shall be commenced within Ten (10) calendar days after the date of written notice by the Owner to the Contractor to proceed. The work shall be completed within One-Hundred Twenty (120) calendar days after the date of such notice and with such extensions of time as are provided for in the General Conditions. It is hereby understood and mutually agreed, by and between the Contractor and the Owner, that the date of beginning, rate of progress and the time for completion of the work to be done hereunder are ESSENTIAL CONDITIONS of this Contract. Contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will insure full completion thereof within the time specified. It is expressly understood and agreed by and between the Contractor and the Owner, that the time for the completion of the work described herein is a reasonable time for the completion of the same, taking into consideration the average climatic range and construction conditions prevailing in this locality. IF THE CONTRACTOR SHALL NEGLECT, FAIL OR REFUSE TO COMPLETE THE WORK WITHIN THE TIME HEREIN SPECIFIED,then the Contractor does hereby agree, as a part of the consideration for the awarding of this contract, to pay to the Owner the sum of One Hundred Dollars ($100.00), not as a penalty, but as liquidated damages for such breach of contract as hereinafter set forth, for each and every calendar day that the Contractor shall be in default after the time stipulated in the contract for completing the work. E-1 The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner would, in such event, sustain, and said amounts shall be retained from time to time by the Owner from current periodical estimates. It is further agreed that time is of the essence of each and every portion of this contract and the specifications wherein a definite portion and certain length of time is fixed for the performance of any act whatsoever; and where under the contract an additional time is allowed for the completion of any work, the new time limit fixed by extension shall be the essence of the Contract. ARTICLE III -PAYMENT A. THE CONTRACT SUM The Owner shall pay to the Contractor for the performance of the Contract the amount as stated in the Proposal and Schedule of Items. No variations shall be made in the amount except as set forth in the specifications attached hereto. B. PROGRESS PAYMENTS On not later than the fifth day of every month, the Contractor shall submit to the Architect an estimate covering the percentage of the total amount of the Contract which has been completed from the start of the job up to and including the last working day of the preceding month, together with such supporting evidence as may be required by the Owner and/or the Architect. The estimate shall include only quantities in place and at the unit prices set forth in the bid schedule. Within ten(10) days of receiving each Application for Payment, the Architect shall either indicate in writing a recommendation of payment and present the application to the Owner, or return the Application to the Contractor indicating in writing necessary corrections. In the latter case, the Contractor shall make the corrections and resubmit the application. On the vendor run following approval of the invoice for payment, the Owner shall after deducting previous payments made, pay to the Contractor 90 percent of the amount of the estimate on units accepted in place. The 10 percent retained percentage may be held by the Owner until the final completion and acceptance of all work under the contract. ARTICLE IV -ACCEPTANCE AND FINAL PAYMENT A. Upon receipt of written notice that the work is ready for final inspection and acceptance, the Architect shall within 10 days make such inspection, and when he finds the work acceptable under the Contract and the Contract fully performed he will promptly issue a final certificate, over his own signature, stating that the work required by the Contract has been completed and is accepted by him under the terms and conditions thereof, and the entire balance found to be due the Contractor, including the retained percentage, shall be paid to the Contractor by the Owner within 15 days after the date of said final certificate. E-2 B. Before final payment is due the Contractor shall submit evidence satisfactory to the Architect that all payrolls, material bills, and other indebtedness connected with the work have been paid, except that in case of disputed indebtedness or liens the Contractor may submit in lieu of evidence of payment a surety bond satisfactory to the Owner guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. C. The making and acceptance of the final payment shall constitute a waiver of all claims by the Owner other than those arising from unsettled liens, from faulty work appearing within 12 months after final payment, from requirements of the specifications, or from manufacturers' guarantees. It shall also constitute a waiver of all claims by the Contractor except those previously made and still unsettled. D. If after the work has been substantially completed, full completion thereof is materially delayed through no fault of the Contractor, and the Architect, so certifies, the Owner shall upon certificate of the Architect, and without terminating the Contract, make payment of the balance due for that portion of the work fully completed and accepted. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. E-3 yeatIN WITNESS- +bR the, arties hereto have executed this Agreement, the day and first written above. .""bvttCN Mai,kk :cY i•-•'M��a �� AUGUSTA, GEORGIA A''ti®e. , •.,�C°SOI :, r' � (SE1L) � •• y. 07°7‘"'l--A10111. 3 • Is i,r. ' 4 Off v ayor H Ur�- 1.e D i'Ii f, 'JY AT �ST:�i•• , E I t I �. AL //Z(r :. &11.1/.%/r '��ri �► CI k / , mom Witness SOMMERS CONSTRUCTION,LLC CONTRACTOR By: (S—AL') Title: ?re..5 ;6-1 C"` 9— A 'TE : _ h.'. . Al 1'�� (•_k : Address: 4889 SOMERSET DRIVE S: ret- EVANS, GEORGIA 30809 itness Notary Public,Richmond County,Georgia My Commission Expires August 25,2018 END OF SECTION E-4 Diamond Lakes DA#1520-BH Camping Bath House NOTICE OF AWARD TO: SOMMERS CONSTRUCTION, LLC PROJECT: DIAMOND LAKES CAMPGROUND BATH HOUSE The OWNER has considered the BID submitted by you for the above described WORK in response to its Advertisement for Bids and Information for Bidders. You are hereby notified that your BID has been accepted for items in the amount of $159,340.00. You are required by the Proposal to execute the Agreement and furnish the required Contractor's Performance and Payment Bonds within ten (10) calendar days from the date of this Notice to you. If you fail to execute said Agreement and to furnish said bonds within ten (10) days from the date of this Notice, said OWNER will be entitled to consider all rights arising out of the OWNER'S acceptance of your BID as abandoned and as a forfeiture of your Bid Bond. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF AWARD to the OWNER. Dated this 81k day of NOVEMBER, 2016. DICKINSON ARCHITECTS, P.C. x � BY: TITLE: C.E.O. *** ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by S o t-r- Cons #i ci}i o a this the U 1 day of 06c,cvmb - , 20 / BY: TITLE: /3rc F-1 Diamond Lakes DA#1520-BH Camping Bath House NOTICE TO PROCEED DATE: TO: SOMMERS CONSTRUCTION,LLC SUBJECT: NOTICE TO PROCEED PROJECT: DIAMOND LAKES CAMPGROUND BATH HOUSE Gentlemen: You are hereby notified to commence work in accordance with the Agreement, within Ten (10) calendar days following the date first written above, and you are to complete the work within One-Hundred Twenty (120) consecutive calendar days after the date of this notice. The date set for completion of all work is therefore DICKINSON ARCHITECTS, P.C. Ai el BY: TITLE: C.E.O. *** ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged by this the day of , 20 . TITLE: G-1 Diamond Lakes DA#1520-BH Camping Bath House SECTION H PERFORMANCE BOND (NOTE: THIS BOND IS ISSUED SIMULTANEOUSLY WITH PAYMENT BOND ON PAGE H-3, IN FAVOR OF THE OWNER CONDITIONED FOR THE PAYMENT OF LABOR AND MATERIAL.) KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called Contractor, and a corporation organized and existing under the laws of the State of , with its principal office in the City of , State of , as Surety, hereinafter called Surety, are held and firmly bound unto AUGUSTA, GEORGIA BY AND THROUGH THE AUGUSTA-RICHMOND COUNTY COMMISSION as Obligee, hereinafter called the Owner, in the penal amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents for the faithful performance of a certain written agreement. WHEREAS, Contractor has by said written agreement dated entered into a contract with Owner for the construction of DIAMOND LAKES CAMPGROUND BATH HOUSE, Augusta, Georgia, in accordance with the drawings and specifications issued by the Augusta Recreation, Parks, and Facilities Department and the Augusta-Richmond County Commission, 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 this 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, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a H-1 Diamond Lakes DA#1520-BH Camping Bath House 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 of two (2) years 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. Signed and sealed this day of A.D. 20 . Witness (Seal) (Contractor) Attest By (Seal) (Title) Witness (Seal) (Surety) Attest By (Seal) (Title) H-2 PERFORMANCE BOND Bond Number: 63003425 KNOW ALL PERSONS BY THESE PRESENTS, That we Sommers Construction LLC of 4889 SOMERSET DR., EVANS, GA 30809 , hereinafter referred to as the Principal, and WESTERN SURETY COMPANY as Surety, are held and firmly bound unto City of Augusta Eit hereinafter One Hundred Fifty Nine Thousand Three Hundred Forty referred to as the Obligee, in the sum of and 00/100 Dollars($159,34 0.00 ),for the payment of which we bind ourselves, our legal representatives, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a contract with Obligee, dated the day of , for Diamond Lakes Camping Bath House • NOW, THEREFORE, if the Principal shall faithfully perform such contract or shall indemnify and save harmless the Obligee from all cost and damage by reason of Principal's failure so to do, then this obligation shall be null and void; otherwise it shall remain in full force and effect. ANY PROCEEDING, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. NO RIGHT OF ACTION shall accrue on this Bond to or for the use of any person or corporation other than the Obligee named herein or the heirs, executors, administrators or successors of the Obligee. SIGNED, SEALED AND DATED this 12th day of December 2016 Sommers Construction, LLC (Principal) By (Seal) WESTERN SURETY COMPANY (Surety) By (Seal) obert J oore Jr Attorney-in-Fact Form F4597 Diamond Lakes DA#1520-BH Camping Bath House SECTION PB LABOR AND MATERIAL PAYMENT BOND (NOTE: THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND ON PAGE H-1, IN FAVOR OF THE OWNER CONDITIONED FOR THE PERFORMANCE OF THE WORK.) KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called Contractor, and a corporation organized and existing under the laws of the State of , with its principal office in the City of , State of , as Surety, hereinafter called Surety, are held and firmly bound unto AUGUSTA, GEORGIA BY AND THROUGH THE AUGUSTA-RICHMOND COUNTY COMMISSION, as Obligee, hereinafter called the Owner, for the use and benefit of claimants as hereinbelow defined in the amount of 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 by written agreement dated entered into a contract with Owner for the construction of DIAMOND LAKES CAMPGROUND BATH HOUSE in accordance with drawings and specifications issued by the Augusta Recreation, Parks, and Facilities Department and Augusta-Richmond County Commission, 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 the Contractor shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required to 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 Contractor for labor, material, or both, used or reasonably required for use in the performance of the contract, labor and material being construed as to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental 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 ninety (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, H-3 Diamond Lakes DA#1520-BH Camping Bath House 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 ninety (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 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. (b) After the expiration of one (1) year following the date on which Contractor 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 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' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. H-4 Signed and sealed this day of A.D. 20 Witness (Seal) (Contractor) Attest By (Seal) (Title) Witness (Seal) (Surety) Attest By (Seal) (Title) H-5 PAYMENT BOND Bond Number: 63003425 KNOW ALL PERSONS BY THESE PRESENTS, That we Sommers Construction LLC of 4889 SOMERSET DR., EVANS, GA 30809 , hereinafter referred to as the Principal, and WESTERN SURETY COMPANY as Surety, are held and firmly bound unto City of Augusta hereinafter One Hundred Fifty Nine Thousand Three Hundred Forty referred to as the Obligee, in the sum of and 00/100 Dollars($ 159,340.00 ), for the payment of which we bind ourselves, our legal representatives, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a contract with Obligee, dated day of , for Diamond Lakes Camping Bath House copy of which contract is by reference made a part hereof. NOW, THEREFORE, if Principal shall, in accordance with applicable Statutes, promptly make payment to all persons supplying labor and material in the prosecution of the work provided for in said contract, and any and all duly authorized modifications of said contract that may hereafter be made, notice of which modifications to Surety being waived, then this obligation to be void; otherwise to remain in full force and effect. No suit or action shall be commenced hereunder (a) After the expiration of one (1) year 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. (b) Other than in a state court of competent jurisdiction in and for the county or other 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. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder. SIGNED, SEALED AND DATED this 12th day of December , 2016 . Sommers Construction, LLC (Principal) By (Seal) WESTERN SURETY COMPANY (Surety) By (Seal) Form F8578 Ro rt J Moo Jr Attorne -in-Fact Western Surety Company POWER OF ATTORNEY-CERTIFIED COPY Bond No. 63003425 Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota,and having its principal office in Sioux Falls,South Dakota(the"Company"),does by these presents make,constitute and appoint Robert J Moore Jr its true and lawful attorney(s)-in-fact,with full power and authority hereby conferred,to execute, acknowledge and deliver for and on its behalf as Surety,bonds for: Principal: Sommers Construction LLC Obligee: City of Augusta Amount: $1,000, 000.00 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Senior Vice President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said attorney(s)-in-fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary,or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." All authority hereby conferred shall expire and terminate,without notice,unless used before midnight of August 1st 2017 ,but until such time shall be irrevocable and in full force and effect. In Witness Whereof,Western Surety Company has caused these presents to be signed by its Vice President,Paul T.Bruflat,and its corporatetl to be affixed this 12th day of December 2016 . P1410RE 41, Ni& WEy.:91 SUR Y COMPANY atlo ?. �a Paul T ruflat,Vice President SNI •U ss COVAVFja,MI,N o On tfc uesititeth day of December ,in the year 2016 ,before me,a notary public,personally appeared Paul T. Bruflat, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTERN SURETY COMPANY and acknowledged said instrument to be the voluntary act and deed of said corporation. °.°o°owho ...o. vv-oo 4 oote4 ,+ J. MOHR p NOTARY PUBLIC aa '74 i SOUTH DAKOTA i Notary Public-South Dakota +g°'+6o 0000 000g% %%%%%%%%%+ My Commission Expires June 23, 2021 I the undersigned officer of Western Surety Company,a stock corporation of the State of South Dakota,do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable,and furthermore,that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force. In testimony whereof,I have hereunto set my hand and seal of Western Surety Company this 12th day of December , 2016 . WE/9S Y COMPANY 4–Z7— Paul T ruflat,Vice President To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F5306-1-2016 Diamond Lakes DA#1520-BH Camping Bath House SECTION I INDEX TO ARTICLES OF GENERAL CONDITIONS Section I-01. Definitions I-02. Additional Instructions and Detail Drawings I-03. Schedules, Reports and Records I-04. Drawings and Specifications I-05. Shop Drawings I-06. Materials, Services and Facilities I-07. Inspection and Testing I-08. Substitutions I-09. Patents 1-10. Surveys, Permits and Regulations I-11. Protection of Work, Property and Persons I-12. Supervision by Contractor I-13. Changes in the Work I-14. Changes in Contract Price I-15. Time for Completion and Liquidated Damages I-16. Correction of Work I-17. Subsurface Conditions I-18. Suspension of Work, Termination and Delay I-19. Payments to Contractor I-20. Acceptance of Final Payment as Release I-21. Insurance I-22. Contract Security I-23. Assignments I-24. Indemnification I-25. Separate Contracts I-26. Subcontracting I-27. Architect's Authority I-28. Land and Rights-of-Way I-29. Guarantee I-30. Taxes I-31. Work Adjacent to Railway or Other Property I-32. Order and Discipline I-33. Warning Devices and Signs I-34. Special Restrictions I-35. As-Built Drawings I-36. Contractor Not to Hire Employees of the Owner I-37. Drawings I-38. Field Office Facilities I-39. Rights-of-Way I-40. Estimate of Quantities I-41. Existing Structures and Utilities I-42. Contractor's Breakdown of Lump Sum Payment Items I-43. Prior Use By I-44. Cleaning Up I-45. Maintenance of Traffic I-46. Maintenance of Access I-47. Erosion Control and Restoration of Property 1-48. Bypassing Sewage I-1 Diamond Lakes DA#1520-BH Camping Bath House I-49. Safety and Health Regulations I-50. Pre-Construction Conference I-2 Diamond Lakes DA#1520-BH Camping Bath House SECTION I GENERAL CONDITIONS I-01. DEFINITIONS: Wherever used in the Contract Documents, the following terms shall have the meanings indicated which shall be applicable to both the singular and plural thereof. 1. ADDENDA: Written or graphic instruments issued prior to the execution of the Agreement which modify or interpret the Contract Documents, Drawings and Specifications, by addition, deletion, clarifications or corrections. 2. BID: The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the work to be performed. 3. BIDDER: Any person, firm or corporation submitting a bid for the work. 4. BONDS: Bid, Performance and Payment Bonds and other instruments of security furnished by the Contractor and his Surety in accordance with the Contract Documents. 5. CHANGE ORDER: A written order to the Contractor authorizing an addition, deletion or revision in the work within the general scope of the Contract Documents or authorizing an adjustment in the contract price or contract time. 6. CONTRACT DOCUMENTS: The contract including Advertisement for Bids, Information for Bidders, Proposal, Bid Bond, Notice of award, Agreement, Performance Bond, Payment Bond, Notice to Proceed, Change Order, General Conditions, Supplemental General Conditions, Special Conditions, Technical Specifications, Drawings and Addenda. 7. CONTRACT PRICE: The total monies payable to the Contractor under the terms and conditions of the Contract Documents. 8. CONTRACT TIME: The number of calendar days stated in the Contract Documents for the completion of the work. 9. LIFE OF THE CONTRACT: The total duration of the contract from Notice to Proceed to completion of all the work. 10. CONTRACTOR: The person, firm or corporation with whom the Owner has executed the Agreement. 11. DRAWINGS: The part of the Contract Documents which show the characteristics and scope of the work to be performed and which have been prepared or approved by the Architect. I-3 Diamond Lakes DA#1520-BH Camping Bath House 12. ENGINEER OR ARCHITECT: The person, firm or corporation named as such in the Contract Documents. 13. FIELD ORDER: A written order effecting a change in the work not involving an adjustment in the contract price or an extension of the contract time issued by the Architect to the Contractor during construction. 14. NOTICE OF AWARD: The written notice of the acceptance of the Bid from the Owner to the successful Bidder. 15. NOTICE TO PROCEED: Written communication issued by the Owner to the Contractor authorizing him to proceed with the work and establishing the date of commencement of the work. 16. OWNER: A public or quasi-public body or authority, corporation, association, partnership or individual for whom the work is to be performed. 17. PROJECT: The undertaking to be performed as provided in the Contract Documents. 18. RESIDENT PROJECT REPRESENTATIVE: The authorized representative of the Owner who is assigned to the project site or any part thereof. 19. SHOP DRAWINGS: All drawings, diagrams, illustrations, brochures, schedules, and other data which are prepared by the Contractor, a Subcontractor, Manufacturer, Supplier or Distributor, which illustrate how specific portions of the work shall be fabricated or installed. 20. SPECIFICATIONS: A part of the Contract Documents consisting of written descriptions of a technical nature or materials, equipment, construction systems, standards and workmanship. 21. SUBCONTRACTOR: An individual, firm or corporation having a direct contract with the Contractor or any other Subcontractor for the performance of a part of the work at the site. 22. SUBSTANTIAL COMPLETION: That date as certified by the Architect when the construction of the project or a specified part can be utilized for the purposes for which it is intended. 23. SUPPLEMENTAL GENERAL CONDITIONS: Modifications and/or additions to the General Conditions of a specific nature generally aimed at the specific contract of which it is a part. 24. SUPPLIERS: Any person, supplier or organization who supplies materials or equipment for the work, including that fabricated to a special design, but who does not perform labor at the site. I-4 Diamond Lakes DA#1520-BH Camping Bath House 25. WORK: All labor necessary to produce the construction required by the Contract Documents and all materials and equipment incorporated or to be incorporated in the project. 26. WRITTEN NOTICE: Any notice to any party of the Agreement relative to any part of this Agreement in writing and considered delivered and the service thereof completed, when posted by certified or registered mail to the said party at his last given address or delivered in person to said party or his authorized representative on the work. I-02. ADDITIONAL INSTRUCTIONS AND DETAIL DRAWINGS: 1. The Contractor may be furnished additional instructions and detail drawings, by the Architect, as necessary to carry out the work required by the Contract Documents. 2. The additional drawings and instructions thus supplied will become a part of the Contract Documents. The Contractor shall carry out the work in accordance with the additional detail drawings and instructions. I-03. SCHEDULES,REPORTS AND RECORDS: 1. The Contractor shall submit to the Owner such schedule of quantities and costs, progress schedules, payrolls, reports, estimates, records and other data as the Owner may request concerning the work performed or to be performed. 2. Prior to the first partial payment estimate, the Contractor shall submit schedules showing the order in which he proposes to carry on the work, including dates at which he will start the various parts of the work, estimated date of completion of each part and as applicable: 2.1 the dates at which special detail drawings will be required; and 2.2 respective dates for submission of shop drawings, the beginning of manufacture, the testing and the installation of materials, supplies and equipment. 3. The Contractor shall also submit a schedule of payments that he anticipates he will earn during the course of the work. I-04. DRAWINGS AND SPECIFICATIONS: 1. The intent of the drawings and specifications is that the Contractor shall furnish all labor, materials, tools, equipment and transportation necessary for the proper execution of the work in accordance with the Contract Documents and all incidental work necessary to complete the project in an acceptable manner, ready for us, occupancy or operation by the Owner. I-5 Diamond Lakes DA#1520-BH Camping Bath House 2. In case of conflict between the drawings and specifications, the specifications shall govern. Figure dimensions on drawings shall govern over general drawings. 3. Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities in the drawings or specifications shall be immediately reported to the Architect, in writing, who shall promptly correct such inconsistencies or ambiguities in writing. Work done by the Contractor after his discovery of such discrepancies, inconsistencies or ambiguities shall be done at the Contractor's risk. 4. All work that may be called for in the specifications and not shown on the drawings, or shown and not called for in the specifications, shall be executed and furnished by the Contractor as if described in both these ways and should any work or material be required which is not detailed in the specifications or drawings, either directly or indirectly, but which is nevertheless necessary for the proper carrying out of the intent thereof, the Contractor is to understand the same to be implied and required and shall perform all such work and furnish any such material as fully as if they were particularly delineated or described. 5. It is understood and agreed that the Contractor, by careful examination, has satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions and all other matters which can in any way affect the work under this contract. No verbal agreement or conversation with any officer, agent or employee of the Owner, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. I-05. SHOP DRAWINGS: 1. The Contractor shall provide shop drawings as may be necessary for the prosecution of the work as required by the Contract Documents. The Architect shall promptly review all shop drawings. The Architect's approval of any shop drawings shall not release the Contractor from responsibility for deviations from the Contract Documents. The approval of any shop drawing which substantially deviates from the requirement of the Contract Documents shall be evidenced by a Change Order. 2. When submitted for the Architect's review, shop drawings shall bear the Contractor's certification that he has reviewed, checked and approved the shop drawings and that they are in conformance with the requirements of the Contract Documents. 3. Portions of the work that require shop drawing or sample submission shall not begin until the shop drawing or submission has been approved by the Architect. A copy of each approved shop drawing and each approved sample shall be kept in good order by the Contractor at the site and shall be available to the Architect. I-6 Diamond Lakes DA#1520-BH Camping Bath House I-06. MATERIALS, SERVICES AND FACILITIES: 1. It is understood that, except as otherwise specifically stated in the Contract Documents, the Contractor shall provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, supervision, temporary construction of any nature and all other services and facilities of any nature whatsoever necessary to execute, complete and deliver the work within the specified time. 2. Materials and equipment shall be so stored as to insure the preservation of their quality and fitness for the work. Stored materials and equipment to be incorporated in the work shall be located so as to facilitate prompt inspection. 3. Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer. 4. Materials, supplies or equipment shall be in accordance with samples submitted by the Contractor and approved by the Architect. 5. Materials, supplies or equipment to be incorporated into the work and purchased by the Contractor of the Subcontractor will be subject to a chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. I-07. INSPECTION AND TESTING: 1. All materials and equipment used in the construction of the project shall be subject to adequate inspection and testing in accordance with generally accepted standards. 2. The Contractor shall provide, at his expense, the necessary testing and inspection services required by the Contract Documents, unless otherwise provided. 3. The Owner shall provide all other inspection and testing services required by the Contract Documents. 4. If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any work to specifically be inspected, tested or approved by someone other than the Contractor,the Contractor will give the Architect timely notice of readiness. The Contractor will then furnish the Architect the required certificates of inspection,testing or approval. 5. Neither observation by the Architect nor inspections, tests or approvals by persons other than the Contractor shall relieve the Contractor from his obligations to perform the work in accordance with the requirements of the Contract Documents. I-7 Diamond Lakes DA#1520-BH Camping Bath House 6. The Architect and his representatives will at all times have access to the work. In addition, authorized representatives and agents of any participating Federal or State Agency shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials and other relevant data and records. The Contractor will provide proper facilities for such access and observation of the work and also for any inspection or testing thereof. 7. If any work is covered contrary to the written request of the Architect, it must, if requested by the Architect, be uncovered for his observation and replaced at the Contractor's expense. 8. If any work has been covered which the Architect has not specifically requested to observe prior to its being covered or if the Architect considers it necessary or advisable that covered work be inspected or tested by others, the Contractor at the Architect's request, will uncover, expose or otherwise make available for observation, inspection or testing as the Architect may require, that portion of the work in question, furnishing all necessary labor, materials, tools and equipment. If it is found that such work is defective, the Contractor will bear all the expenses of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction. If, however, such work is not found to be defective, the Contractor will be allowed an increase in the contract price or an extension of the contract time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction and an appropriate change order shall be issued. 9. The Contractor shall give the Architect 24 hours' notice of starting any new work. No work shall be done or materials used without suitable supervision and inspection by the Architect. The Contractor shall furnish the Architect with necessary samples of material for testing purposes. I-08. SUBSTITUTIONS: 1. When a material, article or piece of equipment is identified on the drawings or specifications by reference to brand name or catalogue number, the performance or other salient requirements and that other products of equal capacities, quality and function shall be considered. The Contractor may recommend the substitution of a material, article or piece of equipment of equal substance and function for those referred to in the Contract Documents by reference to brand name or catalogue number and if, in the opinion of the Architect, such material, article or piece of equipment is of equal substance and function to that specified, the Architect may approve its substitution and use by the Contractor. Any cost differential shall be deducted from the contract price and the Contract Documents shall be appropriately modified by change order. The Contractor warrants that if substitutes are approved, no major changes in the function or general design of the project will result. Incidental changes or extra component parts required to accommodate the substitute will be made by the Contractor without a change in the contract price or contract time. (See Section 01 6000 for Substitution Form) I-8 Diamond Lakes DA#1520-BH Camping Bath House I-09. PATENTS: 1. The Contractor shall pay all applicable royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and save the Owner harmless from loss on account thereof except that the Owner shall be responsible for any such loss when a particular process, design or the product of a manufacturer or manufacturers is specified, but if the Contractor has reason to believe that the design, process or product specified is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to the Architect. I-10. SURVEYS, PERMITS AND REGULATIONS: 1. The Owner shall furnish all land surveys and establish all base lines for locating the principal component parts of the work together with a suitable number of benchmarks adjacent to the work as shown in the Contract Documents. From the information provided by the Owner, unless otherwise specified in the Contract Documents, the Contractor shall develop and make all detail surveys needed for construction such as slope stakes, batter boards, stakes for pile locations and other working points, lines, elevations and cut sheets. 2. The Contractor shall carefully preserve benchmarks, reference points and stakes and in case of willful or careless destruction, he shall be charged with the resulting expense and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. 3. Permits and licenses of a temporary nature necessary for the prosecution of the work shall be secured and paid for by the Contractor. Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the Contract Documents are at variance therewith, he shall promptly notify the Architect in writing and any necessary changes shall be adjusted as provided in Section 13, Changes in the Work. I-11. PROTECTION OF WORK, PROPERTY AND PERSONS: 1. The Contractor will be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work. He will take all necessary precautions for the safety of and will provide the necessary protection to prevent damage, injury or loss to all employees on the work and other persons who may be affected thereby, all the work and all materials or equipment to be incorporated therein, whether in storage on or off the site or other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. I-9 Diamond Lakes DA#1520-BH Camping Bath House 2. The Contractor will comply with all applicable laws, ordinances, rules, regulations and orders of any public body having jurisdiction. He will erect and maintain, as required by the conditions and progress of the work, all necessary safeguards for safety and protection. He will notify the owners of adjacent utilities when prosecution of the work may affect them. The Contractor will remedy all damage, injury or loss to any property caused, directly or indirectly, in whole or in part, by the Contractor, and subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them are liable, except damage or loss attributable to the fault of the Contract Documents or to the acts or omissions of the Owner or the Architect or anyone employed by either of them or anyone for whose acts either of them may be liable and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of the Contractor. 3. In emergencies affecting the safety of persons or the work or property at the site or adjacent thereto, the Contractor, without special instructions or authorization from the Architect or Owner, shall act to prevent threatened damage, injury or loss. He will give the Architect prompt written notice of any significant changes in the work or deviations from the Contract Documents caused thereby and a Change Order shall be issued covering the changes and deviations involved. 4. The work under this Contract in every respect shall be at the risk of the Contractor until finished and accepted, except to damage or injury caused directly by the Owner's agents or employees. I-12. SUPERVISION BY CONTRACTOR: 1. The Contractor will supervise and direct the work. He will be solely responsible for the means, methods, techniques, sequences and procedures of construction. The Contractor will employ and maintain on the work a qualified supervisor or superintendent who shall have been designated in writing by the Contractor as the Contractor's representative at the site. The supervisor shall have full authority to act on the behalf of the Contractor and all communications given to the supervisor shall be as binding as if given to the Contractor. The supervisor shall be present on the site at all times as required to perform adequate supervision and coordination of the work. I-13. CHANGES IN THE WORK: 1. The Owner may at any time as the need arises, order changes within the scope of the work without invalidating the Agreement. If such changes increase or decrease the amount due under the Contract Documents or in the time required for performance of the work, an equitable adjustment shall be authorized by Change Order. 2. The Architect, also, may at any time, by issuing a field order, make changes in the details of the work. The Contractor shall proceed with the performance of any changes in the work so ordered by the Architect unless the Contractor believes I-10 Diamond Lakes DA#1520-BH Camping Bath House that such field order entitles him to a change in the contract price or time or both, in which event he shall give the Architect written notice thereof within ten (10) days after the receipt of the ordered change pending the receipt of an executed change order or further instruction from the Owner. I-14. CHANGES IN CONTRACT PRICE: 1. The contract price may be changed only by a change order. The value of any work covered by a change order or of any claim for increase or decrease in the contract price shall be determined by one or more of the following methods in the order of precedence listed below: (See Section 00 7300 for instructions for mark- up on profit and overhead) 1.1 Unit prices previously approved. 1.2 An agreed lump sum. 1.3 The actual cost for labor, direct overhead, materials, supplies, equipment and other services necessary to complete the work. In addition there shall be added an amount to be agreed upon but not to exceed fifteen (15) percent of the actual cost of the work to cover the cost of general overhead and profit. I-15. TIME FOR COMPLETION AND LIQUIDATED DAMAGES: 1. The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on the date specified in the Notice to Proceed. 2. The Contractor will proceed with the work at such rate of progress to insure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner, that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the average climatic and economic conditions and other factors prevailing in the locality of the work. 3. If the Contractor shall fail to complete the work within the contract time or extension of time granted by the Owner, then the Contractor will pay to the Owner the amount for liquidated damages as specified in the Agreement for each calendar day that the Contractor shall be in default after the time stipulated in the Contract Documents. 4. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following and the Contractor has promptly given written notice of such delay to the Owner or Architect. 4.1 To any preference, priority or allocation order duly issued by the Owner. I-11 Diamond Lakes DA#1520-BH Camping Bath House 4.2 To unforeseeable causes beyond the control and without the fault of negligence of the Contractor, including but not restricted to, acts of God or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes and abnormal and unforeseeable weather; and 4.3 To any delays of subcontractors occasioned by any of the causes specified in Paragraphs 4.1 and 4.2 of this Article. I-16. CORRECTION OF WORK: 1. The Contractor shall promptly remove from the premises all work rejected by the Architect for failure to comply with the Contract Documents, whether incorporated in the construction or not and the Contractor shall promptly replace and re-execute the work in accordance with the Contract Documents and without expense to the Owner and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal or replacement. 2. All removal and replacement work shall be done at the Contractor's expense. If the Contractor does not take action to remove such rejected work within ten (10) days after receipt of written notice, the Owner may remove such work and store the materials at the expense of the Contractor. 3. Any omissions or failure on the part of the Architect to disapprove or reject any work or material shall not be construed to be an acceptance of any defective work or material. The Contractor shall remove, at his own expense and shall rebuild and replace same without extra charge and in default thereof the same may be done by the Owner at the Contractor's expense or in case the Architect shall not consider the defect of sufficient importance to require the Contractor to rebuild or replace any imperfect work or material, he shall have the power and is hereby authorized to make an equitable deduction from the stipulated price. I-17. SUBSURFACE CONDITIONS: 1. The Contractor shall promptly and before such conditions are disturbed, except in the event of an emergency, notify the Owner by written notice of: 1.1 Subsurface or latent physical conditions at the site differing materially from those indicated in the Contract Documents. 1.2 Unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. 2. The Owner shall promptly investigate the conditions and if he finds that such conditions do so materially differ and cause an increase or decrease in the cost of, I-12 Diamond Lakes DA#1520-BH Camping Bath House or in the time required, for performance of the work, an equitable adjustment shall be made and the Contract Documents shall be modified by a Change Order. Any claim of the Contractor for adjustment hereunder shall not be allowed unless he has given the required written notice; provided that the Owner may, if he determines the facts so justify, consider and adjust any such claims asserted before the date of final payment. I-18. SUSPENSION OF THE WORK, TERMINATION AND DELAY: 1. The Owner may, at any time and without cause, suspend the work or any portion thereof for a period of not more than ninety days or such further time as agreed upon by the Contractor, by written notice to the Contractor. The Architect shall fix the date on which work shall be resumed. The Contractor will resume that work on the date so fixed. The Contractor will be allowed an increase in the contract price, an extension of the contract time, or both, directly attributable to any suspension. 2. If the Contractor is adjudged bankrupt or insolvent, or if he makes a general assignment for the benefit of his creditors or if a trustee or receiver is appointed for the Contractor or for any of his property or if he files a petition to take advantage of any debtor's act to reorganize under the bankruptcy or applicable laws or if he repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment, or if he repeatedly fails to make prompt payments to subcontractors or for labor, materials or equipment or if he disregards laws, ordinances, rules, regulations or orders of any public body having jurisdiction of the work or if he disregards the authority of the Architect, or if, in the opinion of the Architect, the Contractor fails to make satisfactory progress in prosecuting the work, or if he otherwise violates any provision of the Contract Documents, then the Owner may, without prejudice to any other right or remedy and after giving the Contractor and his Surety a minimum of ten (10) days from delivery of a written notice, terminate the services of the Contractor and take possession of the Project and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and finish the work by whatever method he may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Project, including compensation for additional professional services, such excess shall be paid to the Contractor. If such costs exceed such unpaid balance, the Contractor will pay the difference to the Owner. Such costs incurred by the Owner will be determined by the Architect and incorporated in a Change Order. 3. The Contractor must obtain permission from the Architect before any equipment can be removed from the job site. In the event such equipment is removed without the Architect's approval, the job will be terminated until such time as the equipment is returned to the project and any time and money lost by the Contractor as a result of moving the equipment shall be absorbed by the Contractor. I-13 Diamond Lakes DA#1520-BH Camping Bath House 4. Where the Contractor's services have been so terminate by the Owner, said termination shall not affect any right of the Owner against the Contractor then existing or which may thereafter accrue. Any retention or payment of monies by the Owner due the Contractor will not release the Contractor from compliance with the Contract Documents. 5. After ten (10) days from delivery of a written notice to the Contractor and the Architect, the Owner, may, without cause and without prejudice to any other right or remedy, elect to abandon the Project and terminate the Contract. In such case, the Contractor shall be paid for all work executed and any expense sustained plus reasonable profit. 6. If, through no act or fault of the Contractor, the work is suspended for a period of more than ninety (90) days by the Owner or under an order of court or other public authority of the Architect fails to act on any request for payment within thirty (30) days after it is submitted or the Owner fails to pay the Contractor substantially the sum approved by the Architect within thirty (30) days of its approval and presentation, then the Contractor may after ten (10) days from delivery of a written notice to the Owner and the Architect, terminate the Contract and recover from the Owner payment for all work executed and all expenses sustained. In addition, and in lieu of terminating the Contract, if the Architect has failed to act on a request for payment or if the Owner has failed to make any payment as aforesaid, the Contractor may, upon ten (10) days notice to the Owner and the Architect, stop the work until he has been paid all amounts then due, in which event and upon resumption of the work, Change Orders shall be issued for adjusting the contract price or extending the contract time or both to compensate for the costs and delays attributable to the stoppage of the work. 7. If the performance of all or any portion of the work is suspended, delayed, or interrupted as a result of a failure of the Owner or the Architect to act within the time specified in the Contract Documents, or if no time is specified, within reasonable time, an adjustment in the contract price or an extension of the contract time or both, shall be made by Change Order to compensate the Contractor for the costs and delays necessarily caused by the failure of the Owner or the Architect. I-19. PAYMENTS TO THE CONTRACTOR: 1. Between the first (1st) and the fifth (5th) of each month, the Contractor will submit to the Architect a partial payment estimate filled out and signed by the Contractor on an approved form covering the work performed during the period covered by the partial payment estimate and supported by such data as the Architect may reasonably require. If payment is requested on the basis of materials and equipment not incorporated in the work but delivered and suitably stored at or near the site, the partial payment estimate shall also be accompanied by such supporting data, satisfactory to the Owner, as will establish the Owner's title to the material and equipment and protect his interest therein, including applicable insurance. The Architect will, within ten days after receipt of each I-14 Diamond Lakes DA#1520-BH Camping Bath House partial payment estimate, either indicate in writing his approval of payment and present the partial payment estimate to the Owner, or return the partial payment estimate to the Contractor indicating in writing his reasons for refusing to approve payment. In the latter case, the Contractor may make the necessary corrections and resubmit the partial payment estimate. The Owner will, within ten days of presentation to him of an approved partial payment estimate, pay the Contractor a progress payment on the basis of the approved partial payment estimate. The Owner shall retain ten (10%) percent of the amount of each payment until final completion and acceptance of all work covered by the Contract Documents. The Owner at any time, however, after fifty (50%) percent of the work has been completed, if he finds that satisfactory progress is being made, shall make payment on the current and remaining estimates, in full, so that the retained percentage at the completion of the work will be approximately five (5%) percent. On completion and acceptance of a part of the work on which the price is stated separately in the Contract Documents, payment may be made in full, including retained percentages, less authorized deductions. 2. The request for payment may also include an allowance for the cost of such major materials and equipment which are suitably stored either at or near the site. 3. All work covered by partial payment shall thereupon become the sole property of the Owner, but this provision shall not be construed as relieving the Contractor of the sole responsibility for the care and protection of the work upon which payments have been made or the restoration of any damaged work, or as a waiver of the right of the Owner to require the fulfillment of all terms of the Contract Documents. 4. Upon completion and acceptance of the work, the Architect shall issue a certificate attached to the final payment request that the work has been accepted by him under the conditions of the Contract Documents. The entire balance found to be due the Contractor, including the retained percentages shall be paid to the Contractor, except such sums as may be lawfully retained by the Owner for saving the Owner or the Owner's agents harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, tools and supplies, incurred in the furtherance of the performance of the work. The Contractor shall, at the Owner's request, furnish satisfactory evidence that all obligations of the nature designated above have been paid, discharged, or waived. If the Contractor fails to do so, the Owner may, after having notified the Contractor, either pay unpaid bills or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged whereupon payment to the Contractor shall be resumed, in accordance with the terms of the Contract Documents, but in no event shall the provisions of this sentence be construed to impose any obligations upon the Owner to either the Contractor, his Surety, or any third party. In paying any unpaid bills of the Contractor, any payment so made by the Owner shall be considered as a payment made under the Contract Documents by the Owner to the I-15 Diamond Lakes DA#1520-BH Camping Bath House Contractor and the Owner shall not be liable to the Contractor for any such payments made in good faith. 5. If the Owner fails to make payment 30 days after approval by the Architect, in addition to other remedies available to the Contractor, there shall be added to each such payment, interest at the maximum legal rate commencing on the first day after said payment is due and continuing until the payment is received by the Contractor. I-20. ACCEPTANCE OF FINAL PAYMENT AS RELEASE: 1. The acceptance by the Contractor of final payment shall be and shall operate as a release to the Owner of all claims and all liability to the Contractor other than claims in stated amounts as may be specifically excepted by the Contractor for all things done or furnished in connection with this work and for every act and neglect of the Owner and other relating to or arising out of this work. Any payment, however, final or otherwise, shall not release the Contractor or his Sureties from any obligations under the Contract Documents or the Performance Bond and Payment Bonds. I-21. INSURANCE: 1. The Contractor shall purchase and maintain during the life of this Contract such insurance as will protect him from claims set forth below which may arise out of or result from the Contractor's execution of the work, whether such execution by himself or by any Subcontractor or by anyone directly or indirectly employed by any of them or by anyone for whose acts any of them may be liable. 1.1 Claims under Workman's Compensation, disability benefit and other similar employee benefit acts, 1.2 Claims for damages because of bodily injury, occupational sickness or disease or death of his employees, 1.3 Claims for damages because of bodily injury, sickness or disease or death of any person other than his employees, 1.4 Claims for damages insured by usual personal injury liability coverage which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor or (2) by any other person; and 1.5 Claims for damages because of injury to or destruction of tangible property, including loss of use resulting therefrom. 2. Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the work. These Certificates shall contain a provision I-16 Diamond Lakes DA#1520-BH Camping Bath House that coverages afforded under the policies will not be canceled unless at least fifteen (15) days prior written notice has been given to the Owner and Program Manager. 3. The Contractor shall procure and maintain, at his own expense, during the life of the Contract, liability insurance as hereinafter specified. 3.1 Contractor's General Public Liability and Property Damage insurance including vehicle coverage issued to the Contractor and protecting him from all claims for personal injury, including death, and all claims for destruction of or damage to property, arising out of or in connection with any operations under the Contract Documents, whether such operations be by himself or by any Subcontractor under him or anyone directly or indirectly employed by the Contractor or by a Subcontractor under him. Insurance shall be written with a limit of liability of not less than $200,000 for all damages arising out of bodily injury, including death, at any time resulting therefrom, sustained by any one person in any one accident; and a limit of liability of not less than $500,000 for any such damages sustained by two or more persons in any one accident. Insurance shall be written with a limit of liability of not less than $100,000 for all property damage sustained by any one person in any one accident; and a limit of liability of not less than $200,000 for any such damage sustained by two or more persons in any one accident. Contractor's insurance policy shall name Owner and Program Manager as insureds under this policy. 3.2 The Contractor shall acquire and maintain, if applicable, Fire and Extended Coverage insurance upon the Project to the full insurable value thereof for the benefit of the Owner, the Contractor and Subcontractor as their interest may appear. This provision shall in no way release the Contractor or Contractor's Surety from obligations under the Contract Documents to fully complete the Project. 4. The Contractor shall procure and maintain, at his own expense, during the life of the Contract, in accordance with the provisions of the laws of the state in which the work is performed, Workman's Compensation Insurance, including occupational disease provisions, for all of his employees at the site of the project and in case any work is sublet, the Contractor shall require such Subcontractor similarly to provide Workman's Compensation Insurance, including occupational disease provision for all of the latter's employees unless such employees are covered by the protection afforded by the Contractor. In case any class of employees engaged in hazardous work under this Contract at the site of the Project is not protected under Workman's Compensation statute, the Contractor shall provide and shall cause each Subcontractor to provide adequate and suitable insurance for the protection of his employees not otherwise protected. 5. The Contractor shall secure, if applicable, "All Risk" type Builder's Risk Insurance for work to be performed. Unless specifically authorized by the Owner, the amount of such insurance shall not be less than the contract price totaled in the I-17 bid. The policy shall cover not less than the losses due to fire, explosion, hail, lightening, vandalism, malicious mischief, wind, collapse, riot, aircraft and smoke during the contract time and until the work is accepted by the Owner. The policy shall name as the insured the Contractor,the Architect and the Owner. Contractor shall provide a Builders Risk All Risk insurance policy for the full replacement value of all Project work including the value of all onsite Owner- furnished equipment and/or materials associated with Program Manager's services. Such policy shall include coverage for loss due to defects in materials and workmanship and errors in design, and will provide a waiver of subrogation as to Program Manager and the Owner, and their respective officers, employees, agents, affiliates, and subcontractors. I-22. CONTRACT SECURITY: 1. The Contractor shall, within ten (10) days after the receipt of the Notice of Award, furnish the Owner with a Performance Bond and a Payment Bond in penal sums equal to the amount of the contract price, conditioned upon the performance by the Contractor of all undertakings, covenants, terms, conditions and agreements of the Contract Documents and upon the prompt payment by the Contractor to all persons supplying labor and materials in the prosecution of the work provided by the Contract Documents. Such bonds shall be executed by the Contractor and a corporate bonding company licensed to transact business in the state in which the work is to be performed and named on the current list of "Surety Companies Acceptable on Federal Bonds" as published in the Treasury Department Circular Number 570. The expense of these bonds shall be borne by the Contractor. If at any time a Surety on any such bond is declared a bankrupt or loses its right to do business in the state in which the work is to be performed or is removed from the list of Surety Companies accepted on Federal Bonds, Contractor shall within ten (10) days after notice from the Owner to do so, substitute an acceptable bond (or bonds) in such form and sum and signed by such other Surety or Sureties as may be satisfactory to the Owner. The premiums on such bonds shall be paid by the Contractor. No further payments shall be deemed due nor shall be made until the new Surety or Sureties shall have furnished an acceptable bond to the Owner. I-23. ASSIGNMENTS: 1. Neither the Contractor nor the Owner shall sell, transfer, assign or otherwise dispose of the Contract or any portion thereof, or his right, title or interest therein, or his obligations thereunder, without written consent of the other party. I-24. INDEMNIFICATION: 1. The Contractor will indemnify and hold harmless the Owner and Program Manager and the Architect and their agents and employees from and against all claims, damages, losses and expenses including attorney's fees arising out of or resulting from the performance of the work, provided that any such claim, I-18 damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property, including the loss of use resulting therefrom; and is caused in whole or in part by any negligent or willful act or omission of the Contractor and Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. 2. In any and all claims against the Owner or the Architect or any of their agents or employees, by an employee of the Contractor, Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under Workman's Compensation acts, disability benefit acts or other employee benefits acts. 3. The obligation of the Contractor under this paragraph shall not extend to the liability of the Architect, his agents or employees arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, design or specifications. I-25. SEPARATE CONTRACTS: 1. The Owner reserves the right to let other contracts in connection with this Project. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work and shall properly connect and coordinate his work with theirs. If the proper execution or results of any part of the Contractor's work depends upon the work of any other Contractor, the Contractor shall inspect and promptly report to the Architect any defects in such work that render it unsuitable for such proper execution and results. 2. The Owner may perform additional work related to the Project by himself or he may let other contracts containing provisions similar to these. The Contractor will afford the other Contractors who are parties to such contracts (or the Owner, if he is performing the additional work himself), reasonable opportunity for the introduction and storage of materials and equipment and the execution of the work and shall properly connect and coordinate his work with theirs. 3. If the performance of additional work by other Contractors or the Owner is not noted in the Contract Documents prior to the execution of the Contract, written notice thereof shall be given to the Contractor prior to starting any such additional work. If the Contractor believes that the performance of such additional work by the Owner or others involves him in additional expense or entitles him to an extension of the contract time, he may make a claim therefor as provided in Sections I-13 and I-14. I-19 I-26. SUBCONTRACTING: 1. The Contractor may utilize the services of specialty Subcontractors on those parts of the work which, under normal contracting practices, are performed by specialty Subcontractors. 2. The Contractor shall not award work to Subcontractor(s), in excess of fifty (50%) percent of the Contract Price, without prior written approval of the Owner. 3. The Contractor shall be fully responsible to the Owner for the acts and omissions of his Subcontractors, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of person directly employed by him. 4. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind the Subcontractors to the Contractor by the terms of the Contract Documents insofar as applicable to the work of Subcontractors and to give the Contractor the same power as regards terminating any subcontract that the Owner may exercise over the Contractor under any provision of the Contract Documents. 5. Nothing contained in this Contract shall create any contractual relation between any Subcontractor and the Owner. I-27. ARCHITECT'S AUTHORITY: 1. The Architect shall act as the Owner's representative during the construction period. He shall decide questions which may arise as to quality and acceptability of materials furnished and work performed. He shall interpret the intent of the Contract Documents in a fair and unbiased manner. The Architect will make visits to the site and determine if the work is proceeding in accordance with the Contract Documents. 2. The Contractor will be held strictly to the intent of the Contract Documents in regard to the quality of materials, workmanship and execution of the work. Inspections may be made at the factory or fabrication plant or the source of material supply. 3. The Architect will not be responsible for the construction means, controls, techniques, sequences,procedures, or construction safety. 4. The Architect shall promptly make decisions relative to interpretation of the Contract Documents. I-28. LAND AND RIGHTS-OF-WAY: 1. The Owner will furnish all land and rights-of-way necessary for carrying out and for the completion of the work to be performed pursuant to the Contract Documents. If all land and rights-of-way are not obtained prior to the issuing of I-20 the Notice to Proceed, the Contractor shall begin work upon lands and rights-of- way that have been acquired. 2. The Owner shall provide to the Contractor information which delineates and describes the lands owned and rights-of-way acquired. 3. The Contractor shall provide at his own expense and without liability to the Owner any additional land and access thereto that the Contractor may desire for temporary construction facilities, or for storage of materials. I-29. GUARANTEE: 1. The Contractor shall guarantee all materials and equipment furnished and work performed for a period of one (1) year from the date of substantial completion. The Contractor warrants and guarantees for a period of one (1) year from the date of substantial completion of the system that the completed system is free from all defects due to faulty materials or workmanship and the Contractor shall promptly make such corrections as may be necessary by reason of such defects including the repairs of any damage to other parts of the system resulting from such defects. The Owner will give notice of observed defects with reasonable promptness. In the event that the Contractor should fail to make such repairs, adjustments or other work that may be necessary by such defects, the Owner may do so and charge the Contractor the cost thereby incurred. The Performance Bond shall remain in full force and effect though the guarantee period. I-30. TAXES: 1. The Contractor will pay all sales, consumer, use and other similar taxes required by the law of the place where the work is performed. I-31. WORK ADJACENT TO RAILWAY OR OTHER PROPERTY: 1. Whenever the work embraced in this Contract is near the tracks, structures or buildings of the Owner or of other railways, persons, or property, the work shall be so conducted as not to interfere with the movement of trains or other operations of the railway, or, if in any case such interference be necessary, the Contractor shall not proceed until he has first obtained specific authority and directions therefor from the proper designated officer of the Owner and has the approval of the Architect. I-32. ORDER AND DISCIPLINE: 1. The Contractor shall at all times enforce strict discipline and good order among his employees and any employee of the Contractor who shall appear to be incompetent, disorderly or intemperate or in any other way disqualified for or unfaithful to the work entrusted to him, shall be discharged immediately on the request of the Architect and he shall not again be employed on the work with the Architect's written consent. I-21 I-33. WARNING DEVICES AND SIGNS: 1. The Contractor shall furnish, erect, paint and maintain warning devices when construction is on or near public streets for the protection of vehicular and pedestrian traffic. Such devices will be in accordance with the Georgia Manual on Uniform Traffic Control Devices for Street and Highways, "Traffic Control for Highway Construction and Maintenance Operations," latest edition. 2. A 20" x 30" sign, mounted on a solid post, 8 feet above the ground, indicating the name and a 24-hour phone number of the Contractor in 4" letters, shall be erected at prominent locations on the construction site as directed by the Architect. The Contractor may remove the sign following the maintenance period. I-34. SPECIAL RESTRICTIONS: 1. No work shall be allowed after the hours of darkness or on Sunday without permission of the Owner. 2. If Contractor wishes to work before 8 a.m. or after 5 p.m. Monday through Friday, on weekends, or Augusta, Georgia legal holidays refer to Special Condition J-26. I-35. AS-BUILT DRAWINGS: 1. The Contractor shall furnish to the Architect three (3) sets of marked up drawings for an "As-built" record showing all deviations from the Contract Drawings. The marked up sets shall include actual dimensions from permanent markers accurately locating all underground piping. I-36. CONTRACTOR NOT TO HIRE EMPLOYEES OF THE OWNER: 1. The Contractor shall not employ or hire any of the employees of the Owner. I-37. DRAWINGS: The Owner will furnish to the Contractor, free of charge, up to five (5) sets of direct black line prints together with a like number of complete bound specifications for construction purposes. Location of all features of the work included in the Contract are indicated on the Contract Drawings. The following drawings comprise the plans for the Contract: Note: The Contract Drawings are listed under Special Condition J-02., LIST OF DRAWINGS. I-38. FIELD OFFICE FACILITIES: The Contractor shall provide, at a point convenient to the work, suitable office facilities for housing records, plans and contract documents. A telephone shall be provided at I-22 the Contractor's office for expediting the work and be made available for the use of the Architect. A complete and up-to-date set of the plans and specifications shall be available at the field office at all times that the work is in progress. I-39. RIGHTS-OF-WAY: The Owner will furnish all land and rights-of-way necessary for the carrying out of this contract and the completion of the work herein contemplated and will use due diligence in acquiring said land and rights-of-way as speedily as possible. But it is possible that all land and rights-of-way may not be obtained as herein contemplated before construction begins, in which event the Contractor shall begin his work upon such land and rights-of-way as the Owner may have previously acquired and no claim for damages whatsoever will be allowed by reason of the delay in obtaining the remaining lands and rights-of-way. Should the Owner be prevented or enjoined from proceeding with the work or from authorizing its prosecution, either before the commencement, by reason of any litigation or by reason of its inability to procure any lands or rights-of-way for the said work, the Contractor shall not be entitled to make or assert any claim for damage by reason of said delay or to withdraw from the contract except by consent of the Owner; but time for completion of the work will be extended to compensate for the time lost by such delay; such determination to be set forth in writing and approved by the Owner. I-40. ESTIMATE OF QUANTITIES: The estimated quantities of work to be done and materials to be furnished under this contract if shown in any of the documents including the bid are given only for use in comparing bids and to indicate approximately the total amount of the contract and the right is especially reserved except as herein otherwise specifically limited to increase or diminish them as may be deemed reasonably necessary or desirable by the Owner to complete the work contemplated by this contract and such increase or diminution shall in no way vitiate this contract nor shall any such increase or diminution give cause for claims or liability for damages. I-41. EXISTING STRUCTURES AND UTILITIES: The existence and location of structures and underground utilities indicated on the plans are not guaranteed and shall be investigated and verified in the field by the Contractor before starting work. The Contractor shall be held responsible for any damage to and for maintenance and protection of existing utilities and structures. I-42. CONTRACTOR'S BREAKDOWN OF LUMP SUM PAYMENT ITEMS: The Contractor shall, immediately after the contract has been awarded, submit to the Architect for his approval, a breakdown showing estimates of all costs apportioned to the major elements of equipment, material and labor comprising the total work included under any of the lump sum items shown in the proposal. These estimates as approved will serve as the basis for estimating of payments due on all progress estimates. I-23 I-43. PRIOR USE BY OWNER: Prior to completion of the work, the Owner may take over the operation and/or use of the uncompleted project or portions thereof. Such prior use of the facilities by the Owner shall not be deemed as acceptance of any work or relieve the Contractor from any of the requirements of the Contract Documents. I-44. CLEANING UP: The Contractor shall keep the premises free from the accumulation of waste material and rubbish and upon completion of the work, prior to final acceptance of the completed project by the Owner, he shall remove from the premises all rubbish, surplus materials, implements,tools, etc., and leave his work in a clean condition, satisfactory to the Architect. I-45. MAINTENANCE OF TRAFFIC: In any work within the public right-of-way, the Contractor shall provide adequate warning and protection for pedestrian and vehicular traffic from any hazard arising out of the Contractor's operations and will be held responsible for any damage caused by negligence on his part or by the improper placing of or failure to display danger signs and road lanterns. All traffic lanes, sidewalks and driveways will be kept open and clear at all times except as provided below. The Contractor shall not block traffic on any street more than 30 minutes or without written permission from such agency. Before leaving the work each night, it shall be placed in such condition as to cause the least possible hazard therefrom. Should the Contractor fail to comply with the provisions of this paragraph, the Owner may, with his own forces, provide signs, flagmen, barricades and/or passageways or clear the pavement and deduct the cost thereof from sums due to the Contractor. I-46. MAINTENANCE OF ACCESS: The Contractor will be required to maintain access to business establishments during all time they are open for business, to churches, schools and other institutions during the time they are open and to all residential and other occupied buildings or facilities at all times. Bridges across open trenches and work areas will be required to provide vehicular and pedestrian access. Bridges with handrail protection will be required for crosswalks at street intersections. It is recognized that it will be necessary to remove bridges and to block cross traffic while equipment is in operation. The Contractor shall, however, plan and pursue his operations so as to minimize the time that direct entrance is blocked. I-47. EROSION CONTROL AND RESTORATION OF PROPERTY: The Contractor will be required to schedule his work and perform operations in such a manner that siltation and bank erosion will be minimized during all phases of construction. Any areas disturbed during the course of construction shall be restored to a condition equal or better than the original condition. The Contractor will be required to submit a Soil Erosion and Sedimentation Control plan that is in compliance with the work site erosion control plan, per the Georgia Department of Transportation. I-24 I-48. BYPASSING SEWAGE: The Contractor will be required to schedule and coordinate construction sequences and to use temporary construction and other approved methods which will minimize the bypassing of sewage during construction of the sewer facilities. The diversion of sewerage to open ditches or streams will not be permitted. I-49. SAFETY AND HEALTH REGULATIONS: The Contractor shall comply with the Department of Labor Safety and Health Regulations for construction promulgated under the Occupational and Health Act of 1970 (PL31- 596) and under Section 107 of the Contract Work Hours and Safety Standards Act(PL91-54). I-50. PRECONSTRUCTION CONFERENCE: A preconstruction conference shall be held at an acceptable time to the Owner and the Contractor prior to the "Notice to Proceed" to coordinate the work and satisfy all requirements of the Contract Documents. END OF SECTION I-25 Diamond Lakes DA#1520-BH Camping Bath House SECTION J INDEX TO SPECIAL CONDITIONS SECTION J-01. Scope J-02. List of Drawings J-03. Bonds J-04. Project Sign J-05. Protection of the Environment J-06. Temporary Toilets J-07. Plans and Specifications Furnished J-08. Record Drawings J-09. Shop Drawings J-10. Existing Structures J-11. Salvage Material J-12. Referenced Specifications J-13. Traffic Control J-14. Surveys J-15. Construction Order and Schedule J-16. Site Access J-17. Georgia Prompt Pay Act J-18. Disputes J-19. Interest Not Earned on Retainage J-20. Equivalent Materials J-21. After Hours Inspection J-22. Field Office Facilities J-23. Inspection and Testing of Work J-24. City Acceptance J-25. Specified Materials J-26. Masters Golf Tournament J-27. Compliance with Laws, Codes, Regulations, etc. J-28. Coordination with Jefferson Energy Cooperative J- 1 Diamond Lakes DA#1520-BH Camping Bath House SECTION J SPECIAL CONDITIONS -01. SCOPE OF THE WORK: The project referred to in the Agreement shall consist of furnishing all materials, labor, machinery, etc. necessary to construct a Bath House consisting of the building, sidewalks, and associated appurtenances. -02. LIST OF DRAWINGS: The following drawings comprise the plans for the project: DATE SHEET NO. TITLE ORIGINAL REVISED T100 Title Sheet 07/10/15 C100 Cover 07/10/15 C101 Layout Plan 07/10/15 C102 Grading, Storm&Utility Plan 07/10/15 C103 ,Miscellaneous Details 07/10/15 A101 Plans 07/10/15 A201 Elevations 07/10/15 A301 Sections&Details 07/10/15 - - - A701 Schedules& Details 07/10/15 S100 Plans 07/10/15 5101 Plans 07/10/15 S201 'Plans 07/10/15 P101 Plumbing Plans 07/10/15 P201 Plumbin&Schedule and Details 07/10/15 M101 HVAC Plan, Schedules & Details 07/10/15 E101 Electrical Plans 07/10/15 El 02 Electrical Specifications 07/10/15 J-03. BONDS: The Contractor will include in the lump sum payment for mobilization the cost of his performance and payment bonds. J- 2 Diamond Lakes DA#1520-BH Camping Bath House J-04. PROJECT SIGN: The Contractor will furnish and install one (1) project sign, at the entrance of the project, on the construction site. The sign will carry in a prominent manner the names of the project,the Owner, the Architect, the Architects, the Contractor, and a 24-hour phone number for the Contractor in 4 inch letters. The sign shall be constructed and erected on wood posts in a substantial manner 8 feet above the ground. The full size stencil shall be approved along with colors before fabrication. The Contractor shall include the cost of the project signs in the Lump Sum Construction Bid Item. J-05. PROTECTION OF THE ENVIRONMENT: The Contractor will carefully schedule his work so that a minimum amount of exposed earth will be subject to erosion by rainfall or wind, and he will provide means satisfactory to the Architect to minimize the transportation of silt and other deleterious material into the stream beds of water courses adjacent to the project. All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, disinfectant, polymer, reactant or of other classification, must show approval of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in conformance with printed instructions. J-06. TEMPORARY TOILETS: Contractor shall provide temporary toilet facilities on the site for workmen employed in the construction work. Toilets shall be adequate for the number of men employed and shall be maintained in a clean and sanitary condition. Workmen shall be required to use only these toilets. At completion of the work, toilets used by Contractor shall be removed and premises left in the condition required by the Contract. J-07. PLANS AND SPECIFICATIONS FURNISHED: The Contractor will be furnished, free of charge, by the Owner one (1) set of direct black line prints together with a like number of complete bound specifications for construction purposes. Additional sets of plans and/or specifications will be furnished to the Contractor at the cost of reproduction upon his written request. J-08. RECORD DRAWINGS: The Contractor will maintain in his office one complete set of drawings (including any supplemental sketches) pertaining to the project upon which, at the end of each day's work any deviations from the construction lines shown thereon and all changes ordered by the Architect will be shown accurately in red pencil. If necessary, supplemental drawings will be made to show details of deviations or changes, and these will be kept with the marked set. The drawings will be available to the Architect for inspection during construction. Satisfactory progress toward the preparation of the record drawings shall be a condition of approval of monthly payment estimates. At the completion of construction, prior to submitting his estimate for final payment, and as a condition for payment thereof, three copies of the record drawings, J-3 Diamond Lakes DA#1520-BH Camping Bath House satisfactorily completed, will be transmitted to the Architect. If required, as-built drawings will also be provided to the County with a letter of receipt before final payment will be made. J-09. SHOP DRAWINGS: The Contractor shall submit to the Architect for his review shop drawings, cuts, diagrams, bar lists, steel details and other descriptive data on every item, where shown on the drawings or specified herein. The Contractor shall check all submittals and so indicate on each copy thereof. Five copies of such shop drawings shall be submitted to the Architect before ordering of the material. Submittals which have not been checked by the Contractor will not be reviewed by the Architect. Reviews by the Architect of submittals will cover only general conformity with the project requirements, while responsibility for detailed conformity shall remain with the Contractor. The Contractor will be notified by mail of the results of the submittal reviews within ten(10) days of the receipt by the Architect thereof. J-10. EXISTING STRUCTURES: Where sidewalks, street signs, private signs, pipelines, walls, sidewalks, fences, etc, are removed in accomplishing the work, each and every item will be replaced in the same or better manner or condition than that in which it was before construction began. The Contractor will protect and hold harmless the Owner from any suit, action, or dispute whatever arising from the Contractor's work adjacent to private property. J-11. SALVAGE MATERIAL: All existing installations to be removed, including but not limited to masonry and concrete rubble, asphalt, pipe, etc. will be disposed of at an approved location by the Contractor. J-12. REFERENCED SPECIFICATIONS: Where specifications or standards of trade organizations and other groups are referenced in these specifications, they are made as much a part of these specifications as if the entire standard or specification were reprinted herein. The inclusion of the latest edition or revision of the referenced specification or standard is intended. J-13. TRAFFIC CONTROL: Traffic control shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) of the Federal Highway Administration, latest edition. The Contractor shall give prior written notification to and shall obtain the approval of the Augusta Fire Department, Police Department, Emergency Medical Services, and the Augusta Traffic Engineering Department of any street closures. J-14. SURVEYS: J-4 Diamond Lakes DA#1520-BH Camping Bath House The Architect has established a benchmark for locating the principal component parts of the work. From the information thus provided, the Contractor shall develop and make all detail surveys needed for construction lines and elevations. The Contractor shall employ only Registered Land Surveyors or Registered Professional Engineer to perform all detail surveys. The Contractor will diligently preserve and maintain the position of all stakes, reference points and bench marks after they are set and, in case of willful or careless destruction, he shall be charged with the resulting expense and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. J-15. CONSTRUCTION ORDER AND JHEDULE: 1. The Contractor shall be responsible for the detailed order, schedule, and methods of construction activities within the general guidelines specified for maintenance and protection of highway and pedestrian, traffic; utility lines; drainage ways; adjacent properties; and as otherwise specified. 2. After notice to proceed and prior to the first payment on the contract the Contractor shall submit the following for review: A. Breakdown of contract price into units of cost for each item required to complete the total work; this breakdown will be the basis for judging the percentage complete at any time. B. A statement of the order of procedure to be followed that will result in the required protection and completion of the work within the overall contract time. C. A bar chart showing the percentage of each item schedules against time and so scheduled that Contractor's order of construction is clearly shown. 3. With each request for payment the Contractor shall submit two copies of the bar chart clearly marked to show the work completed at the date of the payment requested. J-16. SITE ACCESS: In order to minimize damage to existing paving, and landscaping, access to the site for the Contractor's personnel and equipment will be restricted to the routes designated by the Owner. The Contractor will be required to use only these routes unless prior written approval is given by the Owner. J-17. GEORGIA PROMPT PAY ACT: This Agreement is intended by the Parties to, and does, supersede any and all provisions of the Georgia Prompt Pay Act, O.C.G.A. Section 13-11-1, et seq. In the event any provision of this Agreement is inconsistent with any provision of the Prompt Pay Act, the J- 5 Diamond Lakes DA#1520-BH Camping Bath House provision of this Agreement shall control. J-18. DISPUTES: All claims, disputes and other matters in question between the Owner and the Contractor arising out of or relating to the Agreement, or the breach thereof, shall be decided in the Superior Court of Richmond County, Georgia. The Contractor, by executing this Agreement, specifically consents to venue in Richmond County and waives any right to contest the venue in the Superior Court of Richmond County, Georgia. J-19. INTEREST NOT EARNED ON RETAINAGE: Notwithstanding any provision of the law to the contrary, the parties agree that no interest shall be due to the Contractor on any sum held as retainage pursuant to this Agreement and Contractor specifically waives any claim to same. J-20. EQUIVALENT MATERIALS: Notwithstanding any provision of the general conditions, there shall be no substitution of materials that are not determined to be equivalent to those indicated or required in the contract documents without an amendment to the contract. J-21. AFTER HOURS INSPECTION: If the Contractor opts to work before or after normal working hours, 8 a.m. to 5 p.m., Monday through Friday, or on Augusta, Georgia Legal Holidays, then the Contractor must pay for the cost of inspection by the City of Augusta, Georgia and follow all necessary procedures listed in "Section 15, Right-of-way Encroachment Guidelines, Part E, Outside of Normal Working Hours," of the Augusta-Richmond County Planning Commission Development Documents dated September, 1999. If inspectors of Augusta-Richmond County are needed to work outside normal business hours,Augusta-Richmond County needs to be notified in advance. J-22. FIELD OFFICE FACILITIES: No field office facilities will be required. However, one will be allowed should the Contractor choose to provide it. J-23. INSPECTION AND TESTING OF WORK: The Owner shall provide sufficient competent engineering personnel for the technical observation and testing of the work. The Architect and his representatives shall at all times have access to the work whenever it is in preparation or progress, and the Contractor shall provide proper facilities for such access, and for inspections. Inspectors shall have the power to stop work on account of a workman's incompetency, drunkenness, or willful negligence or disregard of orders. An inspector may stop J- 6 the work entirely if there is not a sufficient quantity of suitable and approved materials or equipment on the ground to carry it out properly or for any good and sufficient cause. Inspectors may not accept on behalf of the Owner any material or workmanship which does not conform fully to the requirements of the contract and they shall give no orders or directions under any possible circumstances not in accordance with the Specifications. The Contractor shall furnish the inspector with all required assistance to facilitate thorough inspection or the culling over or removal of defective materials or for any other purpose requiring discharge of their duties for which service no additional allowance shall be made. The inspector shall, at all times, have full permission to take samples of the materials that may or may not be used in the work. Any inspection provided by the Architects is for the purpose of determining compliance with provisions of the contract specifications and is in no way a guarantee of the methods or appliances use by the Contractor, nor for the safety of the job. If the specifications, the Architect's instructions, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Architect timely notice of its readiness for inspection, and if the inspection is by an authority other than the Architect, of the date fixed for such inspection. Inspections by the Architect shall be made promptly, and where practicable at the source of supply. If any work should be covered up without review or consent of the Architect, it must, if required by the Architect, be uncovered for examination and properly restored at the Contractor's expense. Re-examination of any work may be ordered by the Architect, and, if so ordered, the work must be uncovered by the Contractor. If such work is found to be in accordance with the Contract Documents, the Owner shall pay the cost of re-examination and replacement. If such work is not in accordance with the Contract Documents,the Contractor shall pay such cost. The Owner will employ a qualified materials testing laboratory, hereinafter referred to as the Laboratory, to monitor more fully on the Owner's behalf the quality of materials and work, and to perform such tests as may be required under the Contract Documents as conditions for acceptance of materials and work. The Laboratory will be solely responsible to and paid separately by the Owner. The timing of the work of the Laboratory will be coordinated by the Architect through his duly authorized inspector. The Owner will bear the cost of testing a particular material or area of the work once. Where retesting is required following corrective measures or under other circumstances, the Contractor shall reimburse the Owner for the cost of additional testing. J-24. CITY ACCEPTANCE: Notwithstanding any other obligations of the Contractor, he shall complete the work to the full satisfaction of the Augusta Recreation, Parks, and Facilities Department and the Architect. This provision shall not relieve the Contractor of his responsibilities for guarantees. J-25. SPECIFIED MATERIALS: Attention is drawn to the specification of certain brands or manufacturers of construction materials on the drawings. Unless the phrase "or equal" appears in the specification J-7 thereon, no substitution or deviation from the product specified will be allowed. Notwithstanding any provision of the General Conditions, there shall be no substitution of materials that are not determined to be equivalent to those indicated or required in the Contract Documents without an Amendment to the Contract. J-26. MASTERS GOLF TOURNAMENT: Any work planned to be accomplished during or directly before the Masters Golf Tournament must be submitted to and approved in writing by the Owner. Consideration will be given only for contract time extensions as a result of delays in accomplishing the work. No consideration will be given for claims for damages. J-27. COMPLIANCE WITH LAWS, CODES, REGULATIONS,ETC.: Supplementing the provision of the GENERAL CONDITIONS, the successful bidder awarded this contract by signing the contract acknowledges the following, however, this is not to be construed as all inclusive or being these only: A. Underground Gas Pipe Law: The Contractor signing the contract acknowledges that he is fully aware of the contents and requirements of "Georgia Laws 1969, Pages 50 and the following, and any amendments and regulations pursuant thereto", and the Contractor shall comply therewith. B. High Voltage Act: The Contractor by signing the contract acknowledges that he is fully aware of the contents and requirements of"Act No. 525, Georgia law 1960, and any amendments thereto, and Rules and Regulations of the commissioner of Labor pursuant thereto" (the preceding requirements within quotation marks being hereinafter referred to as the "high voltage act"), and the Contractor shall comply therewith. The signing of Contract shall also confirm on behalf of the Contractor that he: 1. has visited the premises and has taken into consideration the location of all electrical power lines on and adjacent to all areas onto which the contract documents require to permit the Contract either to work, to store materials, or to stage operations, and 1. that the Contractor has obtained from the Owner of the aforesaid electric power lines advice in writing as to the amount of voltage carried by the aforesaid lines. The Contractor agrees that he is the "person or persons responsible for the work to be done" as referred to in the high voltage act and that accordingly the Contractor is solely "responsible for the completion of the safety measures which are required by Section 3 of the high voltage act before proceeding with any work." The Contractor agrees that prior to the completion of precautionary measures required by the high voltage act he will neither bring nor permit the bringing of J-8 any equipment onto the site (or onto any area or areas onto which the contract documents require or permit the Contractor to work, to store materials, or to stage operations) with which it is possible to come within eight feet of any high voltage line or lines pursuant to operations arising out of performance of the Contract. The foregoing provisions apply to power lines located (a) on the site and (b) on any area or areas onto which the contract documents require or permit the Contractor either to work, to store materials, or to stage operations, or (c) within working distance for equipment or materials, being used on (a) and (b) above. These provisions of the Contract do not limit or reduce the duty of the Contractor otherwise owed to the Owner, to other parties, or to both. The Contractor agrees that the foregoing provisions supplement provisions of the General Conditions. The Contractor agrees and acknowledges that any failure on his part to adhere to the high voltage act shall not only be a violation of law but shall also be a breach of contract and specific violation of the provisions of the General Conditions which pertains to safety precautions. C. Occupational Safety & Health Act: The Contractor by signing the contract acknowledges that he is fully aware of the provisions of the Williams-Steiger Occupational Safety and Health Act of 1970 and he shall comply therewith. J-28. COORDINATION WITH JEFFERSON ENERGY COOPERATIVE AND LIGHTNING CONTRACTOR: The Contractor shall coordinate with Jefferson Energy Cooperative (Cameron Marchant, (706) 547-5109) for the installation of the power service and lighting for the parking and courts. The materials and installation of said facilities will be provided by others; however, any and all costs incurred during this coordination shall be included in the Lump Sum Construction Pay Item. END OF SECTON J-9 Diamond Lakes DA#1520-BH Camping Bath House SECTION 00 7300 SUPPLEMENTARY CONDITIONS PART 1 GENERAL 1.01 SUMMARY A. These Supplementary Conditions amend and supplement the General Conditions and other provisions of the Contract Documents as indicated below. Provisions that are not so amended or supplemented remain in full force and effect. B. The terms used in these Supplementary Conditions that are defined in the General Conditions have the meanings assigned to them in the General Conditions. 1.02 RELATED SECTIONS A. Section 00 5000 -Contracting Forms and Supplements. 1.03 MODIFICATIONS TO GENERAL CONDITIONS A. MODIFICATIONS TO SECTION I -GENERAL CONDITIONS, ARTICLE 1-14-CHANGES IN CONTRACT PRICE. Add the following paragraph: 1. Profit and Overhead Allowed on Changes to Contract: The"allowance for overhead and profit" combined, included in the total cost to the owner, shall be based upon the following schedule: a. For the Contractor an allowance for work which he performs with his own forces, not to exceed 20% of his"net additional allowable expenditures", if any, for changes. b. For a Subcontractor or Sub-Subcontractor an allowance for work which he performs with his own forces, not to exceed 20% of his"net additional allowable expenditures", if any, for changes. c. For the Contractor an allowance for work performed by his subcontractor, not to exceed 7.5% of the amount, if any, due the Subcontractor for changes. d. For each Subcontractor, for Work performed by the Subcontractor's Subcontractors, 7.5% of the amount due to the Subcontractor. e. The above percentages shall be applied to the"net additional allowable expenditures", if any, as limited and defined herein. If the net difference between"allowable expenditures"and savings results in a decrease in expenditures, the amount of credit allowed the Owner shall be the net decrease without any credit for profit and overhead. "Net additional allowable expenditures" as used herein shall mean the difference between all"allowable expenditures" and savings. The term "allowable expenditures" is limited to and defined as items of labor or materials, the use of heavy construction equipment (such as scrapers, backhoes, excavators, bulldozers, draglines, motor graders, and like equipment), and all such items of cost as public liability and workmen's compensation insurance, social security and old age and unemployment insurance, and (in cases where there is an extension of time) pro rata expenditures for time of foremen employed in the direct superintendent of productive labor in execution of changes. f. All expenditures not included in the term "allowable expenditures" as limited and defined in this article shall be considered as overhead, including, but not limited to, insurance other than that which is mentioned in this article, bond premiums, supervision, travel (meals, transportation, and lodging), superintendent(except pro rata time of foremen as referred to herein), timekeepers, clerks, watchmen, hand tools, small tools, incidental job burdens, and office expense. Any other provisions in the contract documents to the contrary notwithstanding, only demonstrable, direct, out-of-pocket expenditures for the changes plus percentages as set forth hereinabove shall be allowable for changes. No wages of a foreman shall be allowable for a change carried on concurrently with contract work unless the claim includes a demand for extension of time caused by the authorizing or ordering of the change. SUPPLEMENTARY CONDITIONS 00 7300-1 Damond Lakes DA#1520-BH Camping Bath House PART 2 PRODUCTS -NOT USED PART 3 EXECUTION -NOT USED END OF DOCUMENT SUPPLEMENTARY CONDITIONS 00 7300-2 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 1000 SUMMARY PART 1 GENERAL 1.01 PROJECT A. Project Name: 1520 Diamond Lakes Camping Bath House B. Owner's Name: Augusta Recreation, Parks and Facilities Department. C. Architect's Name: Dickinson Architects, P.C. D. The Project consists of the construction of Diamond Lakes toilet facilities. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on a Stipulated Price as described in Document 00 5200 -Agreement Form. 1.03 WORK BY OWNER A. Items noted NIC (Not in Contract)will be supplied and installed by Owner before Substantial Completion. Some items include: 1. Furnishings. 2. Kitchen Appliances. 1.04 OWNER OCCUPANCY A. Owner intends to occupy the Project upon Substantial Completion. B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. C. Schedule the Work to accommodate Owner occupancy. 1.05 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to areas noted on Drawings. B. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. C. Existing building spaces may not be used for storage. D. Utility Outages and Shutdown: 1. Prevent accidental disruption of utility services to other facilities. PART 2 PRODUCTS -NOT USED PART 3 EXECUTION -NOT USED END OF SECTION SUMMARY 01 1000-1 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 2000 PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments. 1.02 RELATED REQUIREMENTS A. Section I -General Conditions. 1.03 SCHEDULE OF VALUES A. Coordination requirements with Section I -General Conditions, Article GC-19. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Architect for approval. C. Forms filled out by hand will not be accepted. D. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify site mobilization. E. Revise schedule to list approved Change Orders, with each Application For Payment. 1.04 APPLICATIONS FOR PROGRESS PAYMENTS A. Coordination requirements with Section I -General Conditions, Article GC-13 and GC-14. B. Payment Period: Submit at intervals stipulated in the Agreement. C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. D. Forms filled out by hand will not be accepted. E. For each item, provide a column for listing each of the following: 1. Item Number. 2. Description of work. 3. Scheduled Values. 4. Previous Applications. 5. Work in Place and Stored Materials under this Application. 6. Authorized Change Orders. 7. Total Completed and Stored to Date of Application. 8. Percentage of Completion. 9. Balance to Finish. 10. Retainage. F. Execute certification by signature of authorized officer. G. Submit three copies of each Application for Payment. H. Include the following with the application: 1. Transmittal letter as specified for Submittals in Section 01 3000. 2. Construction progress schedule, revised and current as specified in Section 01 3000. 3. Affidavits attesting to off-site stored products. I. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description. 1.05 MODIFICATION PROCEDURES A. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue instructions directly to Contractor. B. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order. PRICE AND PAYMENT PROCEDURES 01 2000-1 Damond Lakes DA#1520-BH Camping Bath House 1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time. 2. Promptly execute the change. C. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 10 days. D. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract. 1. For change requested by Architect for work falling under a fixed price contract, the amount will be based on Contractor's price quotation. 2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Architect. 3. For change ordered by Architect without a quotation from Contractor, the amount will be determined by Architect based on the Contractor's substantiation of costs as specified for Time and Material work. E. Substantiation of Costs: Provide full information required for evaluation. 1. On request, provide the following data: a. Quantities of products, labor, and equipment. b. Taxes, insurance, and bonds. c. Overhead and profit. d. Justification for any change in Contract Time. e. Credit for deletions from Contract, similarly documented. 2. Support each claim for additional costs with additional information: a. Origin and date of claim. b. Dates and times work was performed, and by whom. c. Time records and wage rates paid. d. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 3. For Time and Material work, submit itemized account and supporting data after completion of change,within time limits indicated in the Conditions of the Contract. F. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. G. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum. H. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit. I. Promptly enter changes in Project Record Documents. 1.06 APPLICATION FOR FINAL PAYMENT A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. All closeout procedures specified in Section 01 7000. PART 2 PRODUCTS -NOT USED PART 3 EXECUTION -NOT USED END OF SECTION PRICE AND PAYMENT PROCEDURES 01 2000-2 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 2300 ALTERNATES PART 1 GENERAL 1.01 SECTION INCLUDES A. Description of Alternates. B. Procedures for pricing Alternates. C. Documentation of changes to Contract Sum and Contract Time. 1.02 ACCEPTANCE OF ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate. 1.03 SCHEDULE OF ALTERNATES A. Additive Alternate No. 1 - Provide price to furnish the"Alternate"fixtures P-1, P-2, and P-3 shown in Plumbing Fixture Schedule on Drawing P201 - Plumbing Schedule and Details in lieu of base bid fixtures.: PART 2 PRODUCTS-NOT USED PART 3 EXECUTION -NOT USED END OF SECTION ALTERNATES 01 2300-1 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS PART 1 -GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Site mobilization meeting. C. Progress meetings. D. Construction progress schedule. E. Progress photographs. F. Coordination drawings. G. Submittals for review, information, and project closeout. H. Number of copies of submittals. I. Submittal procedures. 1.02 RELATED REQUIREMENTS A. Section I -General Conditions. B. Section 01 7000-Execution and Closeout Requirements: Additional coordination requirements. C. Section 01 7800 -Closeout Submittals: Project record documents. 1.03 PROJECT COORDINATION A. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for site access, traffic, and parking facilities. B. During construction, coordinate use of site and facilities through the Project Coordinator. C. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. D. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. E. Coordinate field engineering and layout work under instructions of the Project Coordinator. F. Make the following types of submittals directly to Architect: 1. Requests for interpretation. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Design data. 6. Manufacturer's instructions and field reports. 7. Applications for payment and change order requests. 8. Progress schedules. 9. Coordination drawings. 10. Closeout submittals. PART 2 PRODUCTS-NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. Architect will schedule a meeting after Notice of Award. B. Attendance Required: 1. Owner. 2. Architect. 3. Contractor. ADMINISTRATIVE REQUIREMENTS 01 3000-1 Damond Lakes DA#1520-BH Camping Bath House 4. Contractor's Superintendent. 5. Major Subcontractors. C. Agenda: 1. Execution of Owner-Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, schedule of values, and progress schedule. 5. Designation of personnel representing the parties to Contract, Owner and Architect. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Scheduling. D. Contractor is responsible for recording minutes of meeting and distribution of copies within two days after meeting to participants, with two copies to Architect, participants, and those affected by decisions made. 3.02 SITE MOBILIZATION MEETING A. Architect will schedule meeting at the Project site prior to Contractor occupancy. B. Attendance Required: 1. Contractor. 2. Owner. 3. Architect. 4. Contractor's Superintendent. 5. Major Subcontractors. C. Agenda: 1. Construction facilities and controls provided by Owner. 2. Temporary utilities provided by Owner. 3. Survey and building layout. 4. Security and housekeeping procedures. 5. Schedules. 6. Application for payment procedures. 7. Procedures for testing. 8. Procedures for maintaining record documents. 9. Requirements for start-up of equipment. 10. Inspection and acceptance of equipment put into service during construction period. D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, participants, and those affected by decisions made. 3.03 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at weekly intervals. B. Contractor will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, and prepare meeting minutes. C. Attendance Required: 1. Contractor. 2. Owner. 3. Architect. 4. Contractor's Superintendent. 5. Major Subcontractors. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede, or will impede, planned progress. 5. Review of submittals schedule and status of submittals. ADMINISTRATIVE REQUIREMENTS 01 3000-2 Damond Lakes DA#1520-BH Camping Bath House 6. Maintenance of progress schedule. 7. Corrective measures to regain projected schedules. 8. Planned progress during succeeding work period. 9. Maintenance of quality and work standards. 10. Effect of proposed changes on progress schedule and coordination. 11. Other business relating to Work. E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, participants, and those affected by decisions made. 3.04 CONSTRUCTION PROGRESS SCHEDULE A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. Submit updated schedule with each Application for Payment. 3.05 PROGRESS PHOTOGRAPHS A. Take photographs of each of the following events: 1. Completion of site clearing. 2. Excavations in progress. 3. Foundations in progress and upon completion. 4. Structural framing in progress and upon completion. 5. Enclosure of building, upon completion. 6. Final completion, minimum of ten (10) photos. 3.06 COORDINATION DRAWINGS A. Provide information required by Project Coordinator for preparation of coordination drawings. B. Review drawings prior to submission to Architect. 3.07 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800-Closeout Submittals. 3.08 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. B. Submit for Architect' knowledge as contract administrator. No action will be taken. 3.09 SUBMITTALS FOR PROJECT CLOSEOUT A. Submit Correction Punch List for Substantial Completion. B. Submit Final Correction Punch List for Substantial Completion. ADMINISTRATIVE REQUIREMENTS 01 3000-3 Damond Lakes DA#1520-BH Camping Bath House C. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Other types as indicated. D. Submit for Architect's benefit during and after project completion. 3.10 NUMBER OF COPIES OF SUBMITTALS A. Documents for Review: 1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of copies which the Contractor requires, plus three copies which will be retained by the Architect. 2. Larger Sheets, Not Larger Than 36 x 48 inches: Submit the number of opaque reproductions that Contractor requires, plus three copies that will be retained by Architect. B. Documents for Information: Submit two copies. C. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated. 3.11 SUBMITTAL PROCEDURES A. Shop Drawing Procedures: 1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the Contract Documents and coordinating related Work. 2. Generic, non-project specific information submitted as shop drawings do not meet the requirements for shop drawings. B. Transmit each submittal with a copy of approved submittal form. C. Transmit each submittal with approved form. D. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. E. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. F. Deliver submittals to Architect at business address. G. Schedule submittals to expedite the Project, and coordinate submission of related items. H. For each submittal for review, allow 10 days excluding delivery time to and from the Contractor. I. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. J. Provide space for Contractor and Architect review stamps. K. When revised for resubmission, identify all changes made since previous submission. L. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. M. Submittals not requested will not be recognized or processed. END OF SECTION ADMINISTRATIVE REQUIREMENTS 01 3000-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 4000 QUALITY REQUIREMENTS PART 1 - GENERAL 1.01 SECTION INCLUDES A. References and standards. B. Quality assurance submittals. C. Mock-ups. D. Control of installation. E. Tolerances. F. Testing and inspection services. G. Manufacturers'field services. 1.02 RELATED REQUIREMENTS A. Section I -General Conditions. B. Section 01 3000-Administrative Requirements: Submittal procedures. C. Section 01 6000 -Product Requirements: Requirements for material and product quality. 1.03 REFERENCE STANDARDS A. ASTM C1021 -Standard Practice for Laboratories Engaged in Testing of Building Sealants; 2008 (Reapproved 2014). B. ASTM C1077-Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2014. C. ASTM C1093-Standard Practice for Accreditation of Testing Agencies for Masonry; 2013. D. ASTM D3740-Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2012a. E. ASTM E329-Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2014a. F. ASTM E543-Standard Specification for Agencies Performing Nondestructive Testing; 2013. 1.04 SUBMITTALS A. Testing Agency Qualifications: B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. C. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to Contractor. 1. Include: a. Date issued. b. Project title and number. c. Name of inspector. d. Date and time of sampling or inspection. e. Identification of product and specifications section. f. Location in the Project. g. Type of test/inspection. h. Date of test/inspection. i. Results of test/inspection. j. Conformance with Contract Documents. k. When requested by Architect, provide interpretation of results. QUALITY REQUIREMENTS 01 4000-1 Damond Lakes DA#1520-BH Camping Bath House 2. Test report submittals are for Architects knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. 2. Certificates may be recent or previous test results on material or product, but must be acceptable to Architect. E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. F. Erection Drawings: Submit drawings for Architect's benefit as contract administrator. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 2. Data indicating inappropriate or unacceptable Work may be subject to action by Architect. 1.05 REFERENCES AND STANDARDS A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. C. Obtain copies of standards where required by product specification sections. D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding. F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.06 TESTING AND INSPECTION AGENCIES A. As indicated in individual specification sections, Owner or Contractor shall employ and pay for services of an independent testing agency to perform specified testing. B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents. C. Employed Agency: 1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, and ASTM C1093. 2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329. 3. Laboratory: Authorized to operate in the State in which the Project is located. 4. Laboratory Staff: Maintain a full time registered Engineer on staff to review services. 5. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program. QUALITY REQUIREMENTS 01 4000-2 Damond Lakes DA#1520-BH Camping Bath House PART 2 PRODUCTS-NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.02 MOCK-UPS A. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections. B. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes. C. Accepted mock-ups shall be a comparison standard for the remaining Work. D. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Architect. 3.03 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers'tolerances. Should manufacturers'tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. 3.04 TESTING AND INSPECTION A. See individual specification sections for testing required. B. Testing Agency Duties: 1. Test samples of mixes submitted by Contractor. 2. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services. 3. Perform specified sampling and testing of products in accordance with specified standards. 4. Ascertain compliance of materials and mixes with requirements of Contract Documents. 5. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products. 6. Perform additional tests and inspections required by Architect. 7. Submit reports of all tests/inspections specified. C. Limits on Testing/Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. QUALITY REQUIREMENTS 01 4000-3 Damond Lakes DA#1520-BH Camping Bath House 4. Agency has no authority to stop the Work. D. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work . 3. Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. 4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. 5. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. F. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. Payment for re testing will be charged to the Contractor by deducting testing charges from the Contract Sum. 3.05 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. B. Submit qualifications of observer to Architect 10 days in advance of required observations. 1. Observer subject to approval of Architect. C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers'written instructions. 3.06 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION QUALITY REQUIREMENTS 01 4000-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Temporary Controls: Barriers, enclosures, and fencing. B. Security requirements. C. Waste removal facilities and services. 1.02 RELATED REQUIREMENTS A. Section I -General Conditions. 1.03 BARRIERS A. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.04 FENCING A. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks. 1.05 SECURITY A. Coordinate with Owner's security program. 1.06 VEHICULAR ACCESS AND PARKING A. Coordinate access and haul routes with governing authorities and Owner. 1.07 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. 1.08 REMOVAL OF UTILITIES, FACILITIES,AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. D. Restore new permanent facilities used during construction to specified condition. PART 2 PRODUCTS -NOT USED PART 3 EXECUTION -NOT USED END OF SECTION TEMPORARY FACILITIES AND CONTROLS 01 5000-1 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 6000 PRODUCT REQUIREMENTS PART 1 -GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. E. Procedures for Owner-supplied products. F. Maintenance materials, including extra materials, spare parts, tools, and software. 1.02 RELATED REQUIREMENTS A. Section I -General Conditions. B. Section 01 4000-Quality Requirements: Product quality monitoring. 1.03 SUBMITTALS A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. PART 2 PRODUCTS 2.01 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. DO NOT USE products having any of the following characteristics: 1. Made outside the United States, its territories, Canada, or Mexico. 2. Made of wood from newly cut old growth timber. C. Regionally-Sourced Products: 1. Overall Project Requirement: Provide materials amounting to a minimum of 10 percent of the total value of all materials (excluding plumbing, HVAC, electrical, elevators, and other equipment)that have been extracted, harvested, or recovered, as well as manufactured, within a radius of 500 miles from the project site. D. Sustainably Harvested Wood: 1. Definition: Wood-based materials include but are not limited to structural framing, dimension lumber, flooring, wood doors, finishes, and furnishings that are permanently installed in the project. Wood and wood-based products not permanently installed in the project are not included in the definition. 2. Specific Wood-Based Fabrications: Fabricate of sustainably harvested wood when so specified elsewhere. 3. Certification: Provide wood certified or labeled by an organization accredited by one of the following: a. The Forest Stewardship Council, The Principles for Natural Forest Management; for Canada visit http://www.fsccanada.org, for the USA visit http://www.fscus.org. PRODUCT REQUIREMENTS 01 6000-1 Damond Lakes DA#1520-BH Camping Bath House 2.02 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.03 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. D. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension that may subsequently become apparent. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Architect will notify Contractor in writing of decision to accept or reject request. 3.02 OWNER-SUPPLIED PRODUCTS A. Owner's Responsibilities: 1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 3. On delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturers'warranties, inspections, and service. B. Contractor's Responsibilities: 1. Review Owner reviewed shop drawings, product data, and samples. 2. Receive and unload products at site; inspect for completeness or damage jointly with Owner. PRODUCT REQUIREMENTS 01 6000-2 Damond Lakes DA#1520-BH Camping Bath House 3. Handle, store, install and finish products. 4. Repair or replace items damaged after receipt. 3.03 TRANSPORTATION AND HANDLING A. Package products for shipment in manner to prevent damage; for equipment, package to avoid loss of factory calibration. B. If special precautions are required, attach instructions prominently and legibly on outside of packaging. C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. D. Transport and handle products in accordance with manufacturer's instructions. E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling. H. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.04 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground. F. Provide bonded off-site storage and protection when site does not permit on-site storage or protection. G. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants. H. Comply with manufacturer's warranty conditions, if any. I. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. J. Prevent contact with material that may cause corrosion, discoloration, or staining. K. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. L. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. 3.05 REQUEST FOR SUBSTITUTION A. The attached form on the following pages will be used to request product substitutions. PRODUCT REQUIREMENTS 01 6000-3 Damond Lakes DA#1520-BH Camping Bath House REQUEST FOR SUBSTITUTION TO: DICKINSON ARCHITECTS, P.C. 771 BROAD STREET, SUITE 200 AUGUSTA, GEORGIA 30901 FROM: Name of company Street address City and state Phone number and name of person to contact PROJECT: DIAMOND LAKES CAMPGROUND BATH HOUSE Augusta, Georgia Project No. DA#1520-BH 1. Timing: Architect will not consider requests for substitution if received after bid. Requests received after bid date will be rejected. 2. Specification Section and Paragraph numbers of product specified; 3. Proposed Substitution a. Name and Model No. b. Manufacturer: Name Address Phone c. Description: d. Attach applicable performance and test data e. Numbers of applicable reference standards f. Attach a color chart, if applicable. g. Attach installation instructions. 4. Manufacturer's Reputation: Attach the following: a. Evidence of reputation for prompt delivery. b. Evidence of reputation for efficiency in servicing products. 5. Comparison: Attach an itemized comparison of the proposed substitution with product specified. 6. Previous Installation: Provide the following information on similar projects on which proposed substitution was used, list products in both the Atlanta and the locale of the project. Name and Address Date of Name, Address, and phone Of project Installation number of Architect a. PRODUCT REQUIREMENTS 01 6000-4 Damond Lakes DA#1520-BH Camping Bath House b. c. d. 7. Changes in Work: Attach data relating to changes required in other work to permit use of proposed substitution and changes required in the construction schedule. 8. Cost Data: Attach accurate cost data on proposed substitution in comparison with product specified. 9. In making request for substitution, Contractor represents that: a. He has examined the Drawings and Specifications, and has determined that, to the best of his knowledge, the proposed substitution is appropriate for the use intended in the Drawings and Specifications. b. He will provide the same warranty for substitution as for product or method specified. c. He will coordinate installation of accepted substitution into Work, making such changes as may be required for Work to be complete in all respects. d. He waives all claims for additional costs related to substitutions which consequently become apparent. e. Cost data is complete and includes all related costs under his contract. Signature of subcontractor or materialman date Signature of Contractor date END OF SECTION PRODUCT REQUIREMENTS 01 6000-5 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 -GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Pre-installation meetings. C. Surveying for laying out the work. D. Cleaning and protection. E. Starting of systems and equipment. F. Demonstration and instruction of Owner personnel. G. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. H. General requirements for maintenance service. 1.02 RELATED REQUIREMENTS A. Section I -General Conditions. B. Section 01 3000-Administrative Requirements: Submittals procedures, Electronic document submittal service. C. Section 01 4000-Quality Requirements: Testing and inspection procedures. D. Section 01 7800-Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds. E. Section 01 7900-Demonstration and Training: Demonstration of products and systems to be commissioned and where indicated in specific specification sections F. Individual Product Specification Sections: 1. Advance notification to other sections of openings required in work of those sections. 1.03 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. 1.04 QUALIFICATIONS A. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in the State in which the Project is located. 1.05 PROJECT CONDITIONS A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. D. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. 1. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. 2. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures. E. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. F. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-1 Damond Lakes DA#1520-BH Camping Bath House G. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. 1.06 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements. B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PART 2 PRODUCTS PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.03 PREINSTALLATION MEETINGS A. When required in individual specification sections, convene a preinstallation meeting at the site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect four days in advance of meeting date. D. Prepare agenda and preside at meeting: EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-2 Damond Lakes DA#1520-BH Camping Bath House 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, participants, and those affected by decisions made. 3.04 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify Architect of any discrepancies discovered. C. Contractor shall locate and protect survey control and reference points. D. Control datum for survey is that established by Owner provided survey. E. Protect survey control points prior to starting site work; preserve permanent reference points during construction. F. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. G. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect. H. Utilize recognized engineering survey practices. I. Establish a minimum of two permanent bench marks on site, referenced to established control points. Record locations, with horizontal and vertical data, on project record documents. J. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Building foundation, column locations, ground floor elevations. K. Periodically verify layouts by same means. L. Maintain a complete and accurate log of control and survey work as it progresses. 3.05 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.06 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site weekly and dispose off-site; do not burn or bury. 3.07 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. EXECUTION AND CLOSEOUT REQUIREMENTS 01.7000-3 Damond Lakes DA#1520-BH Camping Bath House C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections,jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.08 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Notify Architect and owner seven days prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage. D. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify that wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. G. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.09 DEMONSTRATION AND INSTRUCTION A. See Section 01 7900- Demonstration and Training. 3.10 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.11 FINAL CLEANING A. Execute final cleaning after Substantial Completion but before making final application for payment. 1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy. B. Use cleaning materials that are nonhazardous. C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. D. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. E. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. F. Replace filters of operating equipment. G. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and drainage systems. H. Clean site; sweep paved areas, rake clean landscaped surfaces. I. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.12 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-4 Damond Lakes DA#1520-BH Camping Bath House 1. Provide three (3) copies to Architect. B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion. C. Notify Architect when work is considered ready for Architect's Substantial Completion inspection. D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's Substantial Completion inspection. E. Owner will occupy all of the building as specified in Contract Documents . F. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect. G. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas. H. Notify Architect when work is considered finally complete and ready for Architect's Substantial Completion final inspection. I. Complete items of work determined by Architect listed in executed Certificate of Substantial Completion. 3.13 MAINTENANCE A. Provide service and maintenance of components indicated in specification sections. B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than one year from the Date of Substantial Completion or the length of the specified warranty, whichever is longer. C. Furnish service and maintenance of components indicated in specification sections during the warranty period. D. Examine system components at a frequency consistent with reliable operation. Clean, adjust, and lubricate as required. E. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component. F. Maintenance service shall not be assigned or transferred to any agent or subcontractor without prior written consent of the Owner. END OF SECTION EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-5 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 7800 CLOSEOUT SUBMITTALS PART 1 -GENERAL 1.01 SECTION INCLUDES A. Project Record Documents. B. Operation and Maintenance Data. C. Warranties and bonds. 1.02 RELATED REQUIREMENTS A. Section I -General Conditions: Performance bond and labor and material payment bonds, warranty, and correction of work. B. Section 01 3000-Administrative Requirements: Submittals procedures, shop drawings, product data, and samples. C. Section 01 7000-Execution and Closeout Requirements: Contract closeout procedures. D. Individual Product Sections: Specific requirements for operation and maintenance data. E. Individual Product Sections: Warranties required for specific products or Work. 1.03 SUBMITTALS A. Project Record Documents: Submit documents to Architect with claim for final Application for Payment. Contractor to furnish Owner three (3) copies of the O&M Manuals to include items in B and C below. B. Operation and Maintenance Data: 1. Submit three sets of revised final documents in final form within 10 days after final inspection. C. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance. 2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period. PART 2 PRODUCTS -NOT USED PART 3 EXECUTION 3.01 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Store record documents separate from documents used for construction. D. Record information concurrent with construction progress. E. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish first floor datum. CLOSEOUT SUBMITTALS 01 7800-1 Damond Lakes DA#1520-BH Camping Bath House 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Details not on original Contract drawings. 3.02 OPERATION AND MAINTENANCE DATA A. Source Data: For each product or system, list names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. 3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES A. For Each Product, Applied Material, and Finish: B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance. C. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products. D. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. For Each Item of Equipment and Each System: 1. Description of unit or system, and component parts. 2. Identify function, normal operating characteristics, and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Complete nomenclature and model number of replaceable parts. B. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products. C. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; typed. D. Include color coded wiring diagrams as installed. E. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer,winter, and any special operating instructions. F. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. G. Provide servicing and lubrication schedule, and list of lubricants required. H. Include manufacturer's printed operation and maintenance instructions. I. Include sequence of operation by controls manufacturer. J. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. CLOSEOUT SUBMITTALS 01 7800-2 Damond Lakes DA#1520-BH Camping Bath House K. Provide control diagrams by controls manufacturer as installed. L. Provide Contractor's coordination drawings, with color coded piping diagrams as installed. M. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. N. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. O, Include test and balancing reports. P. Additional Requirements: As specified in individual product specification sections. 3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with data arranged in the same sequence as, and identified by, the specification sections. B. Where systems involve more than one specification section, provide separate tabbed divider for each system. C. Prepare instructions and data by personnel experienced in maintenance and operation of described products. D. Prepare data in the form of an instructional manual. E. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic covers; 3 inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. F. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents. G. Project Directory: Title and address of Project; names, addresses, and telephone numbers of Architect, Consultants, Contractor and subcontractors, with names of responsible parties. H. Tables of Contents: List every item separated by a divider, using the same identification as on the divider tab; where multiple volumes are required, include all volumes Tables of Contents in each volume, with the current volume clearly identified. I. Dividers: Provide tabbed dividers for each separate product and system; identify the contents on the divider tab; immediately following the divider tab include a description of product and major component parts of equipment. J. Text: Manufacturer's printed data, or typewritten data on 24 pound paper. K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. L. Arrange content by systems under section numbers and sequence of Table of Contents of this Project Manual. M. Contents: Prepare a Table of Contents for each volume, with each product or system description identified, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: a. Significant design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. f. Maintenance instructions for special finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents. 3. Part 3: Project documents and certificates, including the following: CLOSEOUT SUBMITTALS 01 7800-3 Damond Lakes DA#1520-BH Camping Bath House a. Shop drawings and product data. b. Certificates. c. Photocopies of warranties and bonds. N. Provide a listing in Table of Contents for design data, with tabbed dividers and space for insertion of data. O. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect, Consultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. 3.06 WARRANTIES AND BONDS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co-execute submittals when required. D. Retain warranties and bonds until time specified for submittal. E. Manual: Bind in commercial quality 8-1/2 by 11 inch three D side ring binders with durable plastic covers. F. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible company principal. G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of product or work item. H. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal. END OF SECTION CLOSEOUT SUBMITTALS 01 7800-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 01 7900 DEMONSTRATION AND TRAINING PART 1 -GENERAL 1.01 SUMMARY A. Demonstration of products and systems where indicated in specific specification sections. B. Training of Owner personnel in operation and maintenance is required for: 1. All software-operated systems. 2. HVAC systems and equipment. 3. Plumbing equipment. 4. Electrical systems and equipment. 5. Conveying systems. 6. Landscape irrigation. 7. Items specified in individual product Sections. C. Training of Owner personnel in care, cleaning, maintenance, and repair is required for: 1. Items specified in individual product Sections. 1.02 RELATED REQUIREMENTS A. Section 01 7800-Closeout Submittals: Operation and maintenance manuals. B. Other Specification Sections: Additional requirements for demonstration and training. 1.03 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Training Plan: Owner will designate personnel to be trained; tailor training to needs and skill-level of attendees. 1. Submit to Architect for transmittal to Owner. 2. Submit not less than two weeks prior to start of training. 3. Revise and resubmit until acceptable. 4. Provide an overall schedule showing all training sessions. 5. Include at least the following for each training session: a. Identification, date, time, and duration. b. Description of products and/or systems to be covered. c. Name of firm and person conducting training; include qualifications. d. Intended audience, such as job description. e. Objectives of training and suggested methods of ensuring adequate training. f. Methods to be used, such as classroom lecture, live demonstrations, hands-on, etc. g. Media to be used, such a slides, hand-outs, etc. h. Training equipment required, such as projector, projection screen, etc., to be provided by Contractor. C. Training Manuals: Provide training manual for each attendee; allow for minimum of two attendees per training session. 1. Include applicable portion of O&M manuals. 2. Include copies of all hand-outs, slides, overheads, video presentations, etc., that are not included in O&M manuals. 3. Provide one extra copy of each training manual to be included with operation and maintenance data. D. Training Reports: 1. Identification of each training session, date, time, and duration. 2. Sign-in sheet showing names and job titles of attendees. 1.04 QUALITY ASSURANCE A. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of the relevant products and systems. DEMONSTRATION AND TRAINING 01 7900-1 Damond Lakes DA#1520-BH Camping Bath House 1. Provide as instructors the most qualified trainer of those contractors and/or installers who actually supplied and installed the systems and equipment. 2. Where a single person is not familiar with all aspects, provide specialists with necessary qualifications. PART 2 PRODUCTS-NOT USED PART 3 EXECUTION 3.01 DEMONSTRATION -GENERAL A. Demonstrations conducted during system start-up do not qualify as demonstrations for the purposes of this section, unless approved in advance by Owner. B. Demonstration may be combined with Owner personnel training if applicable. C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up, shut-down, seasonal changeover, emergency conditions, and troubleshooting, and maintenance procedures, including scheduled and preventive maintenance. 1. Perform demonstrations not less than two weeks prior to Substantial Completion. 2. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. D. Non-Operating Products: Demonstrate cleaning, scheduled and preventive maintenance, and repair procedures. 1. Perform demonstrations not less than two weeks prior to Substantial Completion. 3.02 TRAINING -GENERAL A. Conduct training on-site unless otherwise indicated. B. Owner will provide classroom and seating at no cost to Contractor. C. Provide training in minimum two hour segments. D. Training schedule will be subject to availability of Owner's personnel to be trained; re-schedule training sessions as required by Owner; once schedule has been approved by Owner failure to conduct sessions according to schedule will be cause for Owner to charge Contractor for personnel"show-up"time. E. Review of Facility Policy on Operation and Maintenance Data: During training discuss: 1. The location of the O&M manuals and procedures for use and preservation; backup copies. 2. Typical contents and organization of all manuals, including explanatory information, system narratives, and product specific information. 3. Typical uses of the O&M manuals. F. Product-and System-Specific Training: 1. Review the applicable O&M manuals. 2. For systems, provide an overview of system operation, design parameters and constraints, and operational strategies. 3. Review instructions for proper operation in all modes, including start-up, shut-down, seasonal changeover and emergency procedures, and for maintenance, including preventative maintenance. 4. Provide hands-on training on all operational modes possible and preventive maintenance. 5. Emphasize safe and proper operating requirements; discuss relevant health and safety issues and emergency procedures. 6. Discuss common troubleshooting problems and solutions. 7. Discuss any peculiarities of equipment installation or operation. 8. Discuss warranties and guarantees, including procedures necessary to avoid voiding coverage. 9. Review recommended tools and spare parts inventory suggestions of manufacturers. 10. Review spare parts suppliers and sources and procurement procedures. DEMONSTRATION AND TRAINING 01 7900-2 Damond Lakes DA#1520-BH Camping Bath House G. Be prepared to answer questions raised by training attendees; if unable to answer during training session, provide written response within three days. END OF SECTION DEMONSTRATION AND TRAINING 01 7900-3 Diamond Lakes DA#1520-BH Camping Bath House SECTION 03 0505 UNDERSLAB VAPOR BARRIER PART 1 GENERAL 1.01 SECTION INCLUDES A. Sheet vapor barrier under concrete slabs on grade. 1.02 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Product Data: Submit manufacturers' data on manufactured products. C. Samples: Submit samples of underslab vapor barrier to be used. D. Manufacturer's Installation Instructions: Indicate installation procedures and interface required with adjacent construction. PART 2 PRODUCTS 2.01 MATERIALS A. Underslab Vapor Barrier: 1. Water Vapor Permeance: Not more than 0.010 perms, maximum. 2. Thickness: 15 mils. 3. Basis of Design: a. Stego Industries LLC; Stego Wrap Vapor Barrier(15-mil): www.stegoindustries.com. b. Substitutions: See Section 01 6000- Product Requirements. B. Accessory Products: Vapor barrier manufacturer's recommended tape, adhesive, mastic, etc., for sealing seams and penetrations in vapor barrier. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surface over which vapor barrier is to be installed is complete and ready before proceeding with installation of vapor barrier. 3.02 INSTALLATION A. Install vapor barrier in accordance with manufacturer's instructions and ASTM E1643. B. Install vapor barrier under interior slabs on grade; lap sheet over footings and seal to foundation walls. C. Lap joints minimum 6 inches. D. Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions. E. No penetration of vapor barrier is allowed except for reinforcing steel and permanent utilities. F. Repair damaged vapor retarder before covering with other materials. END OF SECTION UNDERSLAB VAPOR BARRIER 03 0505-1 Diamond Lakes DA#1520-BH Camping Bath House SECTION 04 2000 UNIT MASONRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete Block. B. Concrete Brick. C. Mortar and Grout. D. Reinforcement and Anchorage. E. Flashings. F. Accessories. 1.02 RELATED REQUIREMENTS A. Section 05 5000-Metal Fabrications: Loose steel lintels. B. Section 06 1000-Rough Carpentry: Nailing strips built into masonry. C. Section 07 9005-Joint Sealers: Backing rod and sealant at control and expansion joints. 1.03 REFERENCE STANDARDS A. ACI 530/530.1/ERTA-Building Code Requirements and Specification for Masonry Structures and Related Commentaries; American Concrete Institute International; 2011. B. ASTM A82/A82M- Standard Specification for Steel Wire, Plain, for Concrete Reinforcement; 2007. C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009. D. ASTM A167-Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip; 1999 (Reapproved 2009). E. ASTM A615/A615M-Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement; 2015. F. ASTM A641/A641M -Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire; 2009a. G. ASTM A653/A653M-Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2013. H. ASTM A1064/A1064M -Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2015. I. ASTM B370-Standard Specification for Copper Sheet and Strip for Building Construction; 2012. J. ASTM C55 -Standard Specification for Concrete Building Brick; 2011. K. ASTM C90 -Standard Specification for Loadbearing Concrete Masonry Units; 2014. L. ASTM C91/C91 M -Standard Specification for Masonry Cement; 2012. M. ASTM C129-Standard Specification for Nonloadbearing Concrete Masonry Units; 2011. N. ASTM C140/C140M -Standard Test Methods of Sampling and Testing Concrete Masonry Units and Related Units; 2014. O. ASTM C150/C150M -Standard Specification for Portland Cement; 2012. P. ASTM C207-Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011). Q. ASTM C270-Standard Specification for Mortar for Unit Masonry; 2014a. R. ASTM C404 -Standard Specification for Aggregates for Masonry Grout; 2011. S. ASTM C476 -Standard Specification for Grout for Masonry; 2010. UNIT MASONRY 04 2000-1 Damond Lakes DA#1520-BH Camping Bath House T. ASTM C1634- Standard Specification for Concrete Facing Brick; 2011. U. ASTM D4637/D4637M -Standard Specification for EPDM Sheet Used in Single-Ply Roof Membrane; 2013. V. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition. 1.04 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of this section; require attendance by all relevant installers. 1.05 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Product Data: Provide data for masonry units, fabricated wire reinforcement, mortar, and masonry accessories. C. Samples: Submit four samples of facing brick units to illustrate color, texture, and extremes of color range. D. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements. E. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 01 6000- Product Requirements, for additional provisions. 1.06 DELIVERY,STORAGE,AND HANDLING A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials. PART 2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Concrete Block: Comply with referenced standards and as follows: 1. Size: Standard units with nominal face dimensions of 16 x 8 inches and nominal depths as indicated on the drawings for specific locations. 2. Special Shapes: Provide non-standard blocks configured for corners. 3. Load-Bearing Units: ASTM C90, normal weight. a. Hollow block, as indicated. b. Exposed Faces: Manufacturer's standard color and texture where indicated. 4. Non-Loadbearing Units: ASTM C129. a. Hollow block, as indicated. b. Normal weight. 5. All outside corners of CMU shall be radiused. a. Door/window jambs, heads and sills. b. Wall corners. B. Concrete Brick: 1. For below grade use, ASTM C1634 (or ASTM C55, Grade N), normal weight. 2.02 MORTAR AND GROUT MATERIALS A. Masonry Cement: ASTM C91/C91M, Type N. 1. Colored Mortar: Premixed cement as required to match Architect's color sample. B. Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved color sample. C. Hydrated Lime: ASTM C207, Type S. D. Grout Aggregate: ASTM C404. E. Water: Clean and potable. 2.03 REINFORCEMENT AND ANCHORAGE A. Manufacturers of Joint Reinforcement and Anchors: 1. Blok-Lok Limited: www.blok-lok.com. UNIT MASONRY 04 2000-2 Damond Lakes DA#1520-BH Camping Bath House 2. Hohmann & Barnard, Inc(including Dur-O-Wal brand): www.h-b.com. 3. WIRE-BOND: www.wirebond.com. 4. Substitutions: See Section 01 6000 - Product Requirements. B. Reinforcing Steel: ASTM A615/A615M Grade 60 (420) deformed billet bars unless unless otherwise noted; galvanized. C. Joint Reinforcement: Use ladder type joint reinforcement where vertical reinforcement is involved and truss type elsewhere, unless otherwise indicated. D. Single Wythe Joint Reinforcement: Truss or ladder type; ASTM A1064/A1064M steel wire, mill galvanized to ASTM A641/A641M, Class 3; 0.1483 inch side rods with 0.1483 inch cross rods; width as required to provide not more than 1 inch and not less than 1/2 inch of mortar coverage on each exposure. E. Multiple Wythe Joint Reinforcement: Truss type; fabricated with moisture drip; ASTM A1064/A1064M steel wire, hot dip galvanized after fabrication to ASTM A153/153M, Class B; 0.1483 inch side rods with 0.1483 inch cross rods; width as required to provide not more than 1 inch and not less than 1/2 inch of mortar coverage on each exposure. F. Adjustable Multiple Wythe Joint Reinforcement: Truss type with adjustable ties or tabs spaced at 16 in on center and fabricated with moisture drip; ASTM A1064/A1064M steel wire, hot dip galvanized after fabrication to ASTM A153/153M, Class B; 0.1875 inch side rods with 0.1483 inch cross rods and adjustable components of 0.1875 inch wire; width of components as required to provide not more than 1 inch and not less than 1/2 inch of mortar coverage from each masonry face. 1. Vertical adjustment: Not less than 2 inches. 2. Seismic Feature: Provide lip, hook, or clip on extended leg of wall ties to engage or enclose not less than one continuous horizontal joint reinforcement wire of 0.1483 inch diameter. 3. Insulation Clips: Provide clips at tabs or ties designed to secure insulation against outer face of inner wythe of masonry. 2.04 FLASHINGS A. Copper/Polyethylene Flashing: Polyethylene film laminated to a 2 oz/sq ft copper sheet through a fiberglass scrim. 1. Manufacturers: a. Hohmann & Barnard, Inc; Copper-Flex: www.h-b.com. b. Substitutions: See Section 01 6000-Product Requirements. 2.05 ACCESSORIES A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fused joints. B. Joint Filler: Closed cell polyvinyl chloride; oversized 50 percent to joint width; self expanding; 1 inch wide x by maximum lengths available. C. Cavity Mortar Control: Semi-rigid polyethylene or polyester mesh panels, sized to thickness of wall cavity, and designed to prevent mortar droppings from clogging weeps and cavity vents and allow proper cavity drainage. 1. Mortar Diverter: Semi-rigid mesh designed for installation at flashing locations. a. Manufacturers: 1) Advanced Building Products Inc; Mortar Break: www.advancedflashing.com. 2) Mortar Net Solutions: www.mortarnet.com. 3) Substitutions: See Section 01 6000- Product Requirements. D. Nailing Strips: Softwood lumber, preservative treated; as specified in Section 06 1000. E. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials. 2.06 MORTAR AND GROUT MIXES A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification. UNIT MASONRY 04 2000-3 Damond Lakes DA#1520-BH Camping Bath House 1. Masonry below grade and in contact with earth: Type S. 2. Exterior, loadbearing masonry: Type N. 3. Exterior, non-loadbearing masonry: Type N. 4. Interior, loadbearing masonry: Type N. B. Colored Mortar: Proportion selected pigments and other ingredients to match Architects sample, without exceeding manufacturer's recommended pigment-to-cement ratio. C. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches. D. Mixing: Use mechanical batch mixer and comply with referenced standards. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive masonry. B. Verify that related items provided under other sections are properly sized and located. C. Verify that built-in items are in proper location, and ready for roughing into masonry work. 3.02 PREPARATION A. Direct and coordinate placement of metal anchors supplied for installation under other sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. 3.03 COLD AND HOT WEATHER REQUIREMENTS A. Comply with requirements of ACI 530/530.1/ERTA or applicable building code, whichever is more stringent. 3.04 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Concrete Masonry Units: 1. Bond: Running. 2. Coursing: One unit and one mortar joint to equal 8 inches. 3. Mortar Joints: Concave. 3.05 PLACING AND BONDING A. Lay hollow masonry units with face shell bedding on head and bed joints. B. Buttering corners of joints or excessive furrowing of mortar joints is not permitted. C. Remove excess mortar and mortar smears as work progresses. D. Interlock intersections and external corners, except for units laid in stack bond. E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace. F. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges. G. Cut mortar joints flush where wall tile is scheduled or resilient base is scheduled. H. Isolate masonry partitions from vertical structural framing members with a control joint as indicated. I. Isolate top joint of masonry partitions from horizontal structural framing members and slabs or decks with compressible joint filler. UNIT MASONRY 04 2000-4 Damond Lakes DA#1520-BH Camping Bath House 3.06 WEEPS A. Install weeps in veneer and cavity walls at 24 inches on center horizontally above through-wall flashing, above shelf angles and lintels, and at bottom of walls. 3.07 REINFORCEMENT AND ANCHORAGE-GENERAL A. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal joint reinforcement 16 inches on center. B. Place masonry joint reinforcement in first and second horizontal joints above and below openings. Extend minimum 16 inches each side of opening. C. Place continuous joint reinforcement in first and second joint below top of walls. D. Lap joint reinforcement ends minimum 6 inches. E. Fasten anchors to structural framing and embed in masonry joints as masonry is laid. Unless otherwise indicated on drawings or closer spacing is indicated under specific wall type, space anchors at maximum of 36 inches horizontally and 24 inches vertically. 3.08 REINFORCEMENT AND ANCHORAGE-SINGLE WYTHE MASONRY A. Install horizontal joint reinforcement 16 inches on center. B. Place masonry joint reinforcement in first and second horizontal joints above and below openings. Extend minimum 16 inches each side of opening. C. Place continuous joint reinforcement in first and second joint below top of walls. D. Lap joint reinforcement ends minimum 6 inches. 3.09 MASONRY FLASHINGS A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all locations where downward flow of water will be interrupted. 1. Extend flashings full width at such interruptions and at least 6 inches into adjacent masonry or turn up at least 8 inches to form watertight pan at non-masonry construction. 2. Remove or cover protrusions or sharp edges that could puncture flashings. 3. Seal lapped ends and penetrations of flashing before covering with mortar. B. Extend metal flashings to within 1/4 inch of exterior face of masonry. C. Lap end joints of flashings at least 6 inches and seal watertight with flashing sealant/adhesive. 3.10 LINTELS A. Install loose steel lintels over openings. B. Maintain minimum 8 inch bearing on each side of opening. 3.11 GROUTED COMPONENTS A. Lap splices minimum 24 bar diameters. B. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position. C. Place and consolidate grout fill without displacing reinforcing. D. At bearing locations, fill masonry cores with grout for a minimum 12 inches either side of opening. 3.12 CONTROL AND EXPANSION JOINTS A. Do not continue horizontal joint reinforcement through control or expansion joints. B. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions. C. Size control joint in accordance with Section 07 9005 for sealant performance. UNIT MASONRY 04 2000-5 Damond Lakes DA#1520-BH Camping Bath House 3.13 BUILT-IN WORK A. As work progresses, install built-in metal door frames and other items to be built into the work and furnished under other sections. B. Install built-in items plumb, level, and true to line. C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solid with grout. 1. Fill adjacent masonry cores with grout minimum 12 inches from framed openings. D. Do not build into masonry construction organic materials that are subject to deterioration. 3.14 TOLERANCES A. Maximum Variation from Alignment of Columns: 1/4 inch. B. Maximum Variation From Unit to Adjacent Unit: 1/16 inch. C. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft and 1/2 inch in 20 ft or more. D. Maximum Variation from Plumb: 1/4 inch per story non-cumulative; 1/2 inch in two stories or more. E. Maximum Variation from Level Coursing: 1/8 inch in 3 ft and 1/4 inch in 10 ft; 1/2 inch in 30 ft. F. Maximum Variation of Mortar Joint Thickness: Head joint, minus 1/4 inch, plus 3/8 inch. G. Maximum Variation from Cross Sectional Thickness of Walls: 1/4 inch. 3.15 CUTTING AND FITTING A. Cut and fit for chases. Coordinate with other sections of work to provide correct size, shape, and location. B. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired. 3.16 CLEANING A. Remove excess mortar and mortar droppings. B. Replace defective mortar. Match adjacent work. C. Clean soiled surfaces with cleaning solution. 3.17 PROTECTION A. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities. END OF SECTION UNIT MASONRY 04 2000-6 Diamond Lakes DA#1520-BH Camping Bath House SECTION 05 5000 METAL FABRICATIONS PART 1 -GENERAL 1.01 SECTION INCLUDES A. Shop fabricated steel items. 1.02 RELATED REQUIREMENTS A. Section 04 2000- Unit Masonry: Placement of metal fabrications in masonry. B. Section 09 9113 -Exterior Painting: Paint finish. 1.03 REFERENCE STANDARDS A. ASTM A36/A36M -Standard Specification for Carbon Structural Steel; 2014. B. ASTM A53/A53M-Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2012. C. ASTM A283/A283M-Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates; 2013. D. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2013. E. ASTM A501/A501M-Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing; 2014. F. AWS D1.1/D1.1M-Structural Welding Code-Steel; American Welding Society; 2011 w/Errata. G. SSPC-Paint 15-Steel Joist Shop Primer; Society for Protective Coatings; 1999 (Ed. 2004). PART 2 PRODUCTS 2.01 MATERIALS-STEEL A. Steel Sections: ASTM A36/A36M. B. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. C. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction. 2.02 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Continuously seal joined members by intermittent welds and plastic filler. D. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise. F. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. 2.03 FABRICATED ITEMS A. Lintels: As detailed; prime paint finish. 2.04 FINISHES-STEEL A. Prime paint steel items. B. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. C. Prime Painting: One coat. METAL FABRICATIONS 05 5000-1 Damond Lakes DA#1520-BH Camping Bath House 2.05 FABRICATION TOLERANCES A. Squareness: 1/8 inch maximum difference in diagonal measurements. B. Maximum Offset Between Faces: 1/16 inch. C. Maximum Misalignment of Adjacent Members: 1/16 inch. D. Maximum Bow: 1/8 inch in 48 inches. E. Maximum Deviation From Plane: 1/16 inch in 48 inches. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. 3.02 PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. B. Supply setting templates to the appropriate entities for steel items required to be cast into concrete or embedded in masonry. 3.03 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Perform field welding in accordance with AWS D1.1/D1.1M. D. After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete. 3.04 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative. B. Maximum Offset From True Alignment: 1/4 inch. C. Maximum Out-of-Position: 1/4 inch. END OF SECTION METAL FABRICATIONS 05 5000-2 Diamond Lakes DA#1520-BH Camping Bath House SECTION 06 1000 ROUGH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Non-structural dimension lumber framing. B. Rough opening framing for doors, windows, and roof openings. C. Sheathing. D. Preservative treated wood materials. E. Miscellaneous framing and sheathing. F. Concealed wood blocking, nailers, and supports. 1.02 RELATED REQUIREMENTS 1.03 REFERENCE STANDARDS A. ANSI A208.1 -American National Standard for Particleboard; 2009. B. AFPA (WFCM)-Wood Frame Construction Manual for One-and Two-Family Dwellings; American Forest and Paper Association; 2012. C. ASTM A153/A153M -Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009. D. ASTM E84-Standard Test Method for Surface Burning Characteristics of Building Materials; 2014. E. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood Protection Association; 2010. F. PS 1 -Structural Plywood; 2009. G. PS 2 - Performance Standard for Wood-Based Structural-Use Panels; National Institute of Standards and Technology, U.S. Department of Commerce; 2010. H. PS 20-American Softwood Lumber Standard; National Institute of Standards and Technology, Department of Commerce; 2010. I. SPIB (GR)-Grading Rules; Southern Pine Inspection Bureau, Inc.; 2014. 1.04 DELIVERY, STORAGE,AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or installation. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. Species: Southern Pine, unless otherwise indicated. 2. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements. 3. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. 4. Lumber of other species or grades is acceptable provided structural and appearance characteristics are equivalent to or better than products specified. B. Lumber fabricated from old growth timber is not permitted. ROUGH CARPENTRY 06 1000-1 Damond Lakes DA#1520-BH Camping Bath House C. Provide sustainably harvested wood; see Section 01 6000 for requirements. 2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No. 1 or Construction Grade. 2.03 CONSTRUCTION PANELS A. Roof Sheathing: Any PS 2 type, rated Structural I Sheathing. 1. Bond Classification: Exterior. 2. Span Rating: 48. 3. Performance Category: 3/4 PERF CAT. B. Other Applications: 1. Plywood Concealed From View But Located Within Exterior Enclosure: PS 1, C-C Plugged or better, Exterior grade, , Fire Retardant Treated. 2. Plywood Exposed to View But Not Exposed to Weather: PS 1, A-D, or better. 3. Other Locations: PS 1, C-D Plugged or better. 2.04 ACCESSORIES A. Fasteners and Anchors: 1. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere. 2. Drywall Screws: Bugle head, hardened steel, power driven type, length three times thickness of sheathing. 3. Anchors: Toggle bolt type for anchorage to hollow masonry, expansion shield and lag bot type for anchorage to solid masonry or concrete, bolt or ballistic fastener for anchorages to steel. 2.05 FACTORY WOOD TREATMENT A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. B. Preservative Treatment: 1. Manufacturers: a. Arch Wood Protection, Inc: www.wolmanizedwood.com. b. Viance, LLC: www.treatedwood.com. c. Substitutions: See Section 01 6000- Product Requirements. 2. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B, Commodity Specification A using waterborne preservative . a. Kiln dry lumber after treatment to maximum moisture content of 19 percent. b. Treat lumber exposed to weather. c. Treat lumber in contact with roofing, flashing, or waterproofing. d. Treat lumber in contact with masonry or concrete. e. Treat lumber less than 18 inches above grade. f. Treat lumber in other locations as indicated. 3. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1, Use Category UC2 and UC3B, Commodity Specification F using waterborne preservative . a. Kiln dry plywood after treatment to maximum moisture content of 19 percent. b. Treat plywood in contact with masonry or concrete. c. Treat plywood less than 48 inches above grade. d. Treat plywood in other locations as indicated. ROUGH CARPENTRY 06 1000-2 Damond Lakes DA#1520-BH Camping Bath House PART 3 EXECUTION 3.01 PREPARATION A. Coordinate installation of rough carpentry members specified in other sections. 3.02 INSTALLATION -GENERAL A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.03 FRAMING INSTALLATION A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members. B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing. C. Install structural members full length without splices unless otherwise specifically detailed. D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AFPA Wood Frame Construction Manual. E. Install horizontal spanning members with crown edge up and not less than 1-1/2 inches of bearing at each end. F. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists; use metal joist hangers unless otherwise detailed. G. Frame wall openings with two or more studs at each jamb; support headers on cripple studs. 3.04 BLOCKING, NAILERS,AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. B. In framed assemblies that have concealed spaces, provide solid wood fireblocking as required by applicable local code, to close concealed draft openings between floors and between top story and roof/attic space; other material acceptable to code authorities may be used in lieu of solid wood blocking. C. In metal stud walls, provide continuous blocking around door and window openings for anchorage of frames, securely attached to stud framing. D. In walls, provide blocking attached to studs as backing and support for wall-mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated. E. Where ceiling-mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated. F. Provide the following specific non-structural framing and blocking: 1. Cabinets and shelf supports. 2. Wall brackets. 3. Handrails. 4. Grab bars. 5. Towel and bath accessories. 6. Wall-mounted door stops. ROUGH CARPENTRY 06 1000-3 Damond Lakes DA#1520-BH Camping Bath House 3.05 ROOF-RELATED CARPENTRY A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and roofing assembly installation. B. Provide wood curb at all roof openings except where prefabricated curbs are specified and where specifically indicated otherwise. Form corners by alternating lapping side members. 3.06 INSTALLATION OF CONSTRUCTION PANELS A. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with ends staggered and over firm bearing. 1. At long edges use sheathing clips where joints occur between roof framing members. 2. Nail panels to framing; staples are not permitted. 3.07 CLEANING A. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill. B. Prevent sawdust and wood shavings from entering the storm drainage system. END OF SECTION ROUGH CARPENTRY 06 1000-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 07 4113 METAL ROOF PANELS PART 1 GENERAL 1.01 SECTION INCLUDES A. Architectural roofing system of preformed steel panels. B. Fastening system. C. Factory finishing. D. Accessories and miscellaneous components. 1.02 RELATED REQUIREMENTS A. Section 06 1000- Rough Carpentry: Roof sheathing. B. Section 07 9005-Joint Sealers: Field-installed sealants. 1.03 REFERENCE STANDARDS A. ASTM A653/A653M-Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2013. B. ASTM A1011/A1011 M -Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; 2014. C. ASTM D1970/D1970M -Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection; 2013. D. ASTM E84-Standard Test Method for Surface Burning Characteristics of Building Materials; 2014. E. ASTM E96/E96M-Standard Test Methods for Water Vapor Transmission of Materials; 2014. F. ASTM E108-Standard Test Methods for Fire Tests of Roof Coverings; 2011. G. ASTM E1592-Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference; 2005 (Reapproved 2012). H. ICC-ES AC188-Acceptance Criteria for Roof Underlayments; 2012. I. ICC-ES AC207-Acceptance Criteria for Polypropylene Roof Underlayments; 2012. J. UL 580-Standard for Tests for Uplift Resistance of Roof Assemblies; Current Edition, Including All Revisions. 1.04 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Summary of test results, indicating compliance with specified requirements. 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Specimen warranty. C. Shop Drawings: Include layouts of roof panels, details of edge and penetration conditions, spacing and type of connections, flashings, underlayments, and special conditions. 1. Show work to be field-fabricated or field-assembled. D. Selection Samples: For each roofing system specified, submit color chips representing manufacturer's full range of available colors and patterns. E. Warranty: Submit specified manufacturer's warranty and ensure that forms have been completed in Owner's name and are registered with manufacturer. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in the manufacture of roofing systems similar to those required for this project. METAL ROOF PANELS 07 4113-1 Damond Lakes DA#1520-BH Camping Bath House 1. Not less than 5 years of documented experience. B. Installer Qualifications: Company trained and authorized by roofing system manufacturer. 1.06 DELIVERY, STORAGE,AND HANDLING A. Provide strippable plastic protection on prefinished roofing panels for removal after installation. B. Store roofing panels on project site as recommended by manufacturer to minimize damage to panels prior to installation. 1.07 WARRANTY A. See Section 01 7800-Closeout Submittals, for additional warranty requirements. B. Finish Warranty: Provide manufacturer's special warranty covering failure of factory-applied exterior finish on metal roof panels and agreeing to repair or replace panels that show evidence of finish degradation, including significant fading, chalking, cracking, or peeling within specified warranty period of 20 year period from date of Substantial Completion. C. Waterproofing Warranty: Provide manufacturer's warranty for weathertightness of roofing system, including agreement to repair or replace roofing that fails to keep out water within specified warranty period of 10 years from date of Substantial Completion. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable manufacturers: 1. ATAS International, Inc: www.atas.com. 2. Firestone Building Products: www.firestonebp.com 3. Morin Corporation, A Kingspan Group Company; SLR: www.morincorp.com. 4. Petersen Aluminum Corporation: www.pac-clad.com. B. Substitutions: See Section 01 6000- Product Requirements. 2.02 ARCHITECTURAL METAL ROOF PANELS A. Architectural Metal Roofing: Provide complete engineered system complying with specified requirements and capable of remaining weathertight while withstanding anticipated movement of substrate and thermally induced movement of roofing system. B. Metal Panels: Factory-formed panels with factory-applied finish. 1. Steel Panels: a. Zinc-coated steel conforming to ASTM A653/A653M; minimum G60 galvanizing. b. Steel Thickness: Minimum 24 gage (0.024 inch). 2. Profile: Standing seam, with minimum 1.0 inch seam height; concealed fastener system _■__ - manufacturer's standard snap lock system. 3. Texture: Smooth. 4. Length: Full length of roof slope, without lapped horizontal joints. 5. Width: Maximum panel coverage of 18 inches. 2.03 ATTACHMENT SYSTEM A. Concealed System: Provide manufacturer's standard stainless steel or nylon-coated aluminum concealed anchor clips designed for specific roofing system and engineered to meet performance requirements, including anticipated thermal movement. 2.04 PANEL FINISH A. Fluoropolymer Coating System: Manufacturer's standard multi-coat thermocured coating system, including minimum 70 percent fluoropolymer color topcoat with minimum total dry film thickness of 0.9 mil; color and gloss to match sample. 2.05 ACCESSORIES AND MISCELLANEOUS ITEMS A. Miscellaneous Sheet Metal Items: Provide flashings, gutters, downspouts, trim, moldings, closure strips, preformed crickets, caps, and equipment curbs of the same material, thickness, METAL ROOF PANELS 07 4113-2 Damond Lakes DA#1520-BH Camping Bath House and finish as used for the roofing panels. Items completely concealed after installation may optionally be made of stainless steel. 1. Downspouts: Open face, rectangular profile. B. Rib and Ridge Closures: Provide prefabricated, close-fitting components of steel with corrosion resistant finish or combination steel and closed-cell foam. C. Sealants: 1. Exposed Sealant: Elastomeric; silicone, polyurethane, or silyl-terminated polyether/polyurethane. 2. Concealed Sealant: Non-curing butyl sealant or tape sealant. 3. Seam Sealant: Factory-applied, non-skinning, non-drying type. D. Underlayment: Synthetic non-asphaltic sheet, intended by manufacturer for mechanically fastened roofing underlayment without sealed seams. 1. Type: Woven polypropylene with anti-slip polyolefin coating on both sides. 2. Minimum Requirements: Comply with requirements of ICC-ES AC188 for non-self-adhesive sheet. 3. Self Sealability: Passing nail sealability test specified in ASTM D1970/D1970M. 4. Flammability: Minimum of Class A, when tested in accordance with ASTM E108. 5. Low Temperature Flexibility: Passing test specified in ASTM D1970/D1970M. 6. Water Vapor Permeance: Vapor retarder; maximum of 1 perm, when tested in accordance with ASTM E96/E96M Procedure A(desiccant method). 7. Fasteners: As specified by manufacturer and building code qualification report or approval, if any. 2.06 FABRICATION A. Panels: Fabricate panels and accessory items at factory, using manufacturer's standard processes as required to achieve specified appearance and performance requirements. B. Joints: Factory-install captive gaskets, sealants, or separator strips at panel joints to provide weathertight seals, eliminate metal-to-metal contact, and minimize noise from panel movements. PART 3 EXECUTION 3.01 EXAMINATION A. Do not begin installation of preformed metal roof panels until substrates have been properly prepared. B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.02 PREPARATION A. Broom clean wood sheathing prior to installation of roofing system. B. Coordinate roofing work with provisions for roof drainage, flashing, trim, penetrations, and other adjoining work to assure that the completed roof will be free of leaks. C. Remove protective film from surface of roof panels immediately prior to installation. Strip film carefully, to avoid damage to prefinished surfaces. D. Separate dissimilar metals by applying a bituminous coating, self-adhering rubberized asphalt sheet, or other permanent method approved by roof panel manufacturer. E. Where metal will be in contact with wood or other absorbent material subject to wetting, seal joints with sealing compound and apply one coat of heavy-bodied bituminous paint. 3.03 INSTALLATION A. Overall: Install roofing system in accordance with approved shop drawings and panel manufacturer's instructions and recommendations, as applicable to specific project conditions. Anchor all components of roofing system securely in place while allowing for thermal and structural movement. METAL ROOF PANELS 07 4113-3 Damond Lakes DA#1520-BH Camping Bath House 1. Install roofing system with concealed clips and fasteners, except as otherwise recommended by manufacturer for specific circumstances. 2. Minimize field cutting of panels. Where field cutting is absolutely required, use methods that will not distort panel profiles. Use of torches for field cutting is absolutely prohibited. B. Accessories: Install all components required for a complete roofing assembly, including flashings, gutters, downspouts, trim, moldings, closure strips, preformed crickets, caps, equipment curbs, rib closures, ridge closures, and similar roof accessory items. C. Roof Panels: Install panels in strict accordance with manufacturer's instructions, minimizing transverse joints except at junction with penetrations. 1. Form weathertight standing seams incorporating concealed clips, using an automatic mechanical seaming device approved by the panel manufacturer. 2. Incorporate concealed clips at panel joints, and apply snap-on battens to provide weathertight joints. 3. Provide sealant tape or other approved joint sealer at lapped panel joints. 4. Install sealant or sealant tape, as recommended by panel manufacturer, at end laps and side joints. 3.04 CLEANING A. Clean exposed sheet metal work at completion of installation. Remove grease and oil films, excess joint sealer, handling marks, and debris from installation, leaving the work clean and unmarked, free from dents, creases, waves, scratch marks, or other damage to the finish. 3.05 PROTECTION A. Do not permit storage of materials or roof traffic on installed roof panels. Provide temporary walkways or planks as necessary to avoid damage to completed work. Protect roofing until completion of project. B. Touch-up, repair, or replace damaged roof panels or accessories before the Date of Substantial Completion. END OF SECTION METAL ROOF PANELS 07 4113-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 07 4646 FIBER CEMENT SIDING PART 1 GENERAL 1.01 SECTION INCLUDES A. Wood-fiber cement siding. 1.02 RELATED REQUIREMENTS A. Section 06 1000-Rough Carpentry: Siding substrate. B. Section 07 9005 -Joint Sealers. 1.03 REFERENCE STANDARDS A. ASTM A653/A653M -Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2013. B. ASTM C1186-Standard Specification for Flat Fiber Cement Sheets; 2008 (Reapproved 2012). 1.04 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Manufacturer's requirements for related materials to be installed by others. 2. Preparation instructions and recommendations. 3. Storage and handling requirements and recommendations. 4. Installation methods, including nail patterns. C. Warranty: Submit copy of manufacturer's warranty, made out in Owner's name, showing that it has been registered with manufacturer. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing work of the type specified in this section with minimum 3 years of experience. 1.06 DELIVERY, STORAGE,AND HANDLING A. Store products under waterproof cover and elevated above grade, on a flat surface. PART 2 PRODUCTS 2.01 SIDING A. Soffit Panels: Panels made of cement and cellulose fiber formed under high pressure with integral surface texture, complying with ASTM C1186 Type A Grade II; with machined edges, for nail attachment. 1. Texture: Smooth. 2. Length: 96 inches, nominal. 3. Width: 48 inches. 4. Thickness: 5/16 inch, nominal. 5. Finish: Unfinished. 2.02 ACCESSORIES A. Trim: Same material and texture as siding. B. Fasteners: Galvanized or corrosion resistant; length as required to penetrate minimum 1-1/4 inch. C. Joint Sealer: As specified in Section 07 9005. PART 3 EXECUTION 3.01 PREPARATION A. Examine substrate and clean and repair as required to eliminate conditions that would be detrimental to proper installation. FIBER CEMENT SIDING 07 4646-1 Damond Lakes DA#1520-BH Camping Bath House B. Verify that weather barrier has been installed over substrate completely and correctly. C. Do not begin until unacceptable conditions have been corrected. D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.02 PREPARATION A. Install sheet metal flashing: 1. Above door and window trim and casings. 2. Above horizontal trim in field of siding. 3.03 INSTALLATION A. Install in accordance with manufacturer's instructions and recommendations. 1. Read warranty and comply with all terms necessary to maintain warranty coverage. 2. Use trim details indicated on drawings. 3. Touch up all field cut edges before installing. 4. Pre-drill nail holes if necessary to prevent breakage. B. Over Wood and Wood-Composite Sheathing: Fasten siding through sheathing into studs. C. Allow space for thermal movement between both ends of siding panels that butt against trim; seal joint between panel and trim with specified sealant. D. Joints in Horizontal Siding: Avoid joints in lap siding except at corners; where joints are inevitable stagger joints between successive courses. E. Do not install siding less than 6 inches from surface of ground nor closer than 1 inch to roofs, patios, porches, and other surfaces where water may collect. F. After installation, seal all joints except lap joints of lap siding. Seal around all penetrations. Paint all exposed cut edges. 3.04 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION FIBER CEMENT SIDING 07 4646-2 Diamond Lakes DA#1520-BH Camping Bath House SECTION 07 7123 MANUFACTURED GUTTERS AND DOWNSPOUTS PART 1 -GENERAL 1.01 SECTION INCLUDES A. Pre-finished aluminum gutters and downspouts. 1.02 REFERENCE STANDARDS A. ASTM B209-Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2014. B. ASTM B209M -Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric]; 2014. C. SMACNA(ASMM) -Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association; 2012. 1.03 DESIGN REQUIREMENTS A. Conform to SMACNA(ASMM)for sizing components for rainfall intensity determined by a storm occurrence of 1 in 5 years. B. Conform to applicable code for size and method of rain water discharge. C. Maintain one copy of each document on site. 1.04 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate locations, configurations,jointing methods, fastening methods, locations, and installation details. C. Product Data: Provide data on prefabricated components. D. Samples: Submit three samples, 12 inch long illustrating component design, finish, color, and configuration. 1.05 DELIVERY, STORAGE,AND HANDLING A. Stack material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope to drain. B. Prevent contact with materials that could cause discoloration, staining, or damage. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Gutters and Downspouts: 1. ATAS International, Inc: www.atas.com. 2. Cheney Flashing Company: www.cheneyflashing.com. 3. SAF Perimeter Systems, a division of Southern Aluminum Finishing Company, Inc.: www.saf.com/persys. 4. Substitutions: See Section 01 6000- Product Requirements. 2.02 MATERIALS A. Pre-Finished Aluminum Sheet: ASTM B209 (ASTM B209M); 0.032 inch thick. 1. Finish: Plain, shop pre-coated with modified silicone coating. 2. Color: White. 2.03 COMPONENTS A. Gutters: Ogee Profile as indicated. B. Downspouts: Rectangular profile. C. Anchors and Supports: Profiled to suit gutters and downspouts. 1. Anchoring Devices: Type recommended by fabricator. 2. Gutter Supports: Brackets. MANUFACTURED GUTTERS AND DOWNSPOUTS 07 7123-1 Damond Lakes DA#1520-BH Camping Bath House 3. Downspout Supports: Brackets. D. Fasteners: Same material and finish as gutters and downspouts . 2.04 FABRICATION A. Form gutters and downspouts of profiles and size indicated. B. Fabricate with required connection pieces. C. Form sections square, true, and accurate in size, in maximum possible lengths, free of distortion or defects detrimental to appearance or performance. Allow for expansion at joints. D. Hem exposed edges of metal. E. Tin edges of copper sheet to be soldered. Solder shop formed metal joints. After soldering, remove flux. Wipe and wash solder joints clean. Weather seal joints. F. Fabricate gutter and downspout accessories; seal watertight. 2.05 FINISHING A. Kynar 500, color"white". PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that surfaces are ready to receive work. 3.02 PREPARATION A. Paint concealed metal surfaces and surfaces in contact with dissimilar metals with protective backing paint to a minimum dry film thickness of 15 mil. 3.03 INSTALLATION A. Install gutters, downspouts, and accessories in accordance with manufacturer's instructions. B. Slope gutters. C. Solder metal joints for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water. D. Connect downspouts to downspout boots at 8 inches above grade. Seal connection watertight. E. Connect downspouts to storm sewer system. Seal connection watertight. END OF SECTION MANUFACTURED GUTTERS AND DOWNSPOUTS 07 7123-2 Diamond Lakes DA#1520-BH Camping Bath House SECTION 07 9005 JOINT SEALERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Sealants and joint backing. B. Precompressed foam sealers. C. Hollow gaskets. 1.02 RELATED REQUIREMENTS A. Section 07 8400-Firestopping: Firestopping sealants. B. Section 09 2116 -Gypsum Board Assemblies: Acoustic sealant. 1.03 REFERENCE STANDARDS A. ASTM C834-Standard Specification for Latex Sealants; 2014. B. ASTM C919-Standard Practice for Use of Sealants in Acoustical Applications; 2012. C. ASTM C920-Standard Specification for Elastomeric Joint Sealants; 2014. D. ASTM C1193-Standard Guide for Use of Joint Sealants; 2013. E. ASTM D1667-Standard Specification for Flexible Cellular Materials—Poly(Vinyl Chloride) Foam (Closed-Cell); 2005 (Reapproved 2011). F. SCAQMD 1168-South Coast Air Quality Management District Rule No.1168; current edition; www.aqmd.gov. 1.04 SUBMITTALS A. See Section 01 3000-Administrative Requirements,for submittal procedures. B. Product Data: Provide data indicating sealant chemical characteristics. C. Samples: Submit three samples, 4 x 3/8 inch in size illustrating sealant colors for selection. D. Manufacturer's Installation Instructions: Indicate special procedures. 1.05 QUALITY ASSURANCE A. Maintain one copy of each referenced document covering installation requirements on site. B. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. C. Applicator Qualifications: Company specializing in performing the work of this section with minimum three years documented experience and approved by manufacturer. 1.06 MOCK-UP A. Provide mock-up of sealant joints in conjunction with window and wall under provisions of Section 01 4000. B. Construct mock-up with specified sealant types and with other components noted. C. Locate where directed. D. Mock-up may remain as part of the Work. 1.07 FIELD CONDITIONS A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.08 WARRANTY A. See Section 01 7800-Closeout Submittals, for additional warranty requirements. B. Correct defective work within a five year period after Date of Substantial Completion. JOINT SEALERS 07 9005-1 Damond Lakes DA#1520-BH Camping Bath House C. Warranty: Include coverage for installed sealants and accessories which fail to achieve watertight seal, exhibit loss of adhesion or cohesion, or do not cure. Material Warranty-20 years. PART 2 PRODUCTS 2.01 MANUFACTURERS 2.02 SEALANTS A. Sealants and Primers-General: Provide only products having lower volatile organic compound (VOC) content than required by South Coast Air Quality Management District Rule No.1168. B. General Purpose Exterior Sealant: Acrylic, solvent release curing; ASTM C920, Grade NS, Class 12-1/2, Uses M, G, and A; single or multi-component. 1. Color: Match adjacent finished surfaces. 2. Applications: Use for: a. Control, expansion, and soft joints in masonry. b. Joints between concrete and other materials. c. Joints between metal frames and other materials. d. Other exterior joints for which no other sealant is indicated. C. Exterior Metal Lap Joint Sealant: Butyl or polyisobutylene, nondrying, nonskinning, noncuring. 1. Applications: Use for: a. Concealed sealant bead in sheet metal work. b. Concealed sealant bead in siding overlaps. D. General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C834, Type OP, Grade NF single component, paintable. 1. Color: To be selected by Architect from manufacturer's standard range. 2. Applications: Use for: a. Interior wall and ceiling control joints. b. Joints between door and window frames and wall surfaces. c. Other interior joints for which no other type of sealant is indicated. E. Bathtub/Tile Sealant: White silicone; ASTM C920, Uses I, M and A; single component, mildew resistant. 1. Applications: Use for: a. Joints between plumbing fixtures and floor and wall surfaces. b. Joints between kitchen and bath countertops and wall surfaces. F. Acoustical Sealant: Butyl or acrylic sealant; ASTM C920, Grade NS, Class 12-1/2, Uses M and A; single component, solvent release curing, non-skinning. 1. Applications: Use for concealed locations only: a. Sealant bead between top stud runner and structure and between bottom stud track and floor. G. Interior Floor Joint Sealant: Polyurethane, self-leveling; ASTM C920, Grade P, Class 25, Uses T, M and A; single component. 1. Approved by manufacturer for wide joints up to 1-1/2 inches. 2. Color: Match adjacent finished surfaces. 3. Applications: Use for: a. Expansion joints in floors. H. Concrete Paving Joint Sealant: Polyurethane, self-leveling; ASTM C920, Class 25, Uses T, I, M and A; single component. 1. Color: Gray. 2. Applications: Use for: a. Joints in sidewalks and vehicular paving. 2.03 ACCESSORIES A. Primer: Non-staining type, recommended by sealant manufacturer to suit application. JOINT SEALERS 07 9005-2 Damond Lakes DA#1520-BH Camping Bath House B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that substrate surfaces and joint openings are ready to receive work. B. Verify that joint backing and release tapes are compatible with sealant. 3.02 PREPARATION A. Remove loose materials and foreign matter that could impair adhesion of sealant. B. Clean and prime joints in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. D. Protect elements surrounding the work of this section from damage or disfigurement. 3.03 INSTALLATION A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform installation in accordance with ASTM C1193. C. Perform acoustical sealant application work in accordance with ASTM C919. D. Measure joint dimensions and size joint backers to achieve the following, unless otherwise indicated: 1. Width/depth ratio of 2:1. 2. Neck dimension no greater than 1/3 of the joint width. 3. Surface bond area on each side not less than 75 percent of joint width. E. Install bond breaker where joint backing is not used. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. H. Tool joints concave. I. Precompressed Foam Sealant: Do not stretch; avoid joints except at corners, ends, and intersections; install with face 1/8 to 1/4 inch below adjoining surface. J. Compression Gaskets: Avoid joints except at ends, corners, and intersections; seal all joints with adhesive; install with face 1/8 to 1/4 inch below adjoining surface. 3.04 CLEANING A. Clean adjacent soiled surfaces. 3.05 PROTECTION A. Protect sealants until cured. END OF SECTION JOINT SEALERS 07 9005-3 Diamond Lakes DA#1520-BH Camping Bath House SECTION 08 1113 HOLLOW METAL DOORS AND FRAMES PART 1 GENERAL 1.01 SECTION INCLUDES A. Non-fire-rated steel doors and frames. 1.02 RELATED REQUIREMENTS A. Section 08 7100-Door Hardware. B. Section 09 9113-Exterior Painting: Field painting. 1.03 REFERENCE STANDARDS A. ADA Standards-Americans with Disabilities Act(ADA) Standards for Accessible Design; 2010. B. ANSI/ICC A117.1 -American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009. C. ANSI/SDI A250.3-Test Procedure and Acceptance Criteria for Factory Applied Finish Coatings for Steel Doors and Frames; 2007 (R2011). D. ANSI/SDI A250.8-Specifications for Standard Steel Doors and Frames (SDI-100); 2014. E. ANSI/SDI A250.10-Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 2011. F. ASTM A653/A653M -Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2013. G. ASTM C1363-Standard Test Method for Thermal Performance of Building Assemblies by Means of a Hot Box Apparatus; 2011. H. BHMA A156.115 -American National Standard for Hardware Preparation in Steel Doors and Steel Frames; 2014. (ANSI/BHMA A156.115) I. ICC A117.1 -Accessible and Usable Buildings and Facilities; International Code Council; 2009 (ANSI). J. NAAMM HMMA 840-Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 2007. K. NAAMM HMMA 860-Guide Specifications for Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 2013. L. NAAMM HMMA 861 -Guide Specifications for Commercial Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 2006. M. NAAMM HMMA 865- Guide Specifications for Sound Control Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 2013. N. NFPA 80 -Standard for Fire Doors and Other Opening Protectives; 2013. O. NFPA 252-Standard Methods of Fire Tests of Door Assemblies; National Fire Protection Association; 2012. P. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition. Q. UL 10C-Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition, Including All Revisions. R. UL 1784-Standard for Air Leakage Tests of Door Assemblies; Current Edition, Including All Revisions. 1.04 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes; and one copy of referenced grade standard. HOLLOW METAL DOORS AND FRAMES 08 1113-1 Damond Lakes DA#1520-BH Camping Bath House C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and identifying location of different finishes, if any. D. Samples: Submit two samples of metal, 2 x 2 inches in size showing factory finishes, colors, and surface texture. E. Installation Instructions: Manufacturer's published instructions, including any special installation instructions relating to this project. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. B. Maintain at the project site a copy of all reference standards dealing with installation. 1.06 DELIVERY, STORAGE,AND HANDLING A. Store in accordance with NAAMM HMMA 840. B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Steel Doors and Frames: 1. Assa Abloy Ceco, Curries, or Fleming: www.assaabloydss.com. 2. Republic Doors: www.republicdoor.com. 3. Steelcraft, an Allegion brand: www.allegion.com/us. 4. Substitutions: See Section 01 6000- Product Requirements. 2.02 DOORS AND FRAMES A. Requirements for All Doors and Frames: 1. Accessibility: Comply with ICC A117.1 and ADA Standards. 2. Door Top Closures: Flush with top of faces and edges. 3. Door Edge Profile: Beveled on both edges. 4. Door Texture: Smooth faces. 5. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as indicated on drawings. 6. Hardware Preparation: In accordance with BHMA A156.115, with reinforcement welded in place, in addition to other requirements specified in door grade standard. 7. Galvanizing for Units in Wet Areas: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A653/A653M, with manufacturer's standard coating thickness 8. Finish: Factory primed, for field finishing. B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with all the specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent. 2.03 STEEL DOORS A. Exterior Doors: 1. Grade: ANSI/SDI A250.8 (SDI-100); Level 1 -Standard-Duty, Physical Performance Level C, Model 1 - Full Flush. 2. Core: Kraftpaper honeycomb. 3. Thickness: 1-3/4 inch. 4. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A653/A653M, with manufacturer's standard coating thickness. 5. Insulating Value: U-value of 0.50, when tested in accordance with ASTM C1363. 6. Weatherstripping: Separate, see Section 08 7100. HOLLOW METAL DOORS AND FRAMES 08 1113-2 Damond Lakes DA#1520-BH Camping Bath House 2.04 STEEL FRAMES A. General: 1. Comply with the requirements of grade specified for corresponding door. a. ANSI/SDI A250.8 (SDI-100), Level 2 and 3 Door Frames: 14 gage, 0.067 inch, minimum thickness. b. Frames for Wood Doors: Comply with frame requirements in accordance with ANSI/SDI A250.8 (SDI-100), Level 1, 18 gage, 0.042 inch, minimum thickness. 2. Finish: Same as for door. 3. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to be grouted. 4. Frames in Masonry Walls: Size to suit masonry coursing with head member 4 inches high to fill opening without cutting masonry units. 5. Frames Wider than 48 Inches: Reinforce with steel channel fitted tightly into frame head, flush with top. 6. Frames Installed Back-to-Back: Reinforce with steel channels anchored to floor and overhead structure. B. Exterior Door Frames: Fully welded. 1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A653/A653M, with manufacturer's standard coating thickness. 2. Weatherstripping: Separate, see Section 08 7100. C. Frames for Interior Glazing or Borrowed Lights: Construction and face dimensions to match door frames, and as indicated on drawings. D. Transom Bars: Fixed, of profile same as jamb and head. 2.05 ACCESSORY MATERIALS A. Louvers: Roll formed steel with overlapping frame; finish same as door components; factory-installed. B. Removable Stops: Formed sheet steel, shape as indicated on drawings, mitered or butted corners; prepared for countersink style tamper proof screws. C. Grout for Frames: Portland cement grout of maximum 4-inch slump for hand troweling; thinner pumpable grout is prohibited. D. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without center mullions. E. Temporary Frame Spreaders: Provide for all factory-or shop-assembled frames. 2.06 FINISH MATERIALS A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard. B. Bituminous Coating: Asphalt emulsion or other high-build, water-resistant, resilient coating. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. 3.02 PREPARATION A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, prior to installation. 3.03 INSTALLATION A. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA 840. B. In addition, install fire rated units in accordance with NFPA 80. HOLLOW METAL DOORS AND FRAMES 08 1113-3 Damond Lakes DA#1520-BH Camping Bath House C. Coordinate frame anchor placement with wall construction. D. Grout frames in masonry construction, using hand trowel methods; brace frames so that pressure of grout before setting will not deform frames. E. Coordinate installation of hardware. F. Coordinate installation of glazing. G. Coordinate installation of electrical connections to electrical hardware items. 3.04 TOLERANCES A. Clearances Between Door and Frame: As indicated in ANSI/SDI A250.8 (SDI-100). B. Maximum Diagonal Distortion: 1/16 in measured with straight edge, corner to corner. 3.05 ADJUSTING A. Adjust for smooth and balanced door movement. 3.06 SCHEDULE A. Refer to Door and Frame Schedule on the drawings. END OF SECTION HOLLOW METAL DOORS AND FRAMES 08 1113-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 08 7100 DOOR HARDWARE PART 1 GENERAL 1.01 SECTION INCLUDES A. Hardware for wood, hollow steel, and hollow metal doors. B. Hardware for fire-rated doors. C. Thresholds. D. Weatherstripping, seals and door gaskets. 1.02 RELATED REQUIREMENTS A. Section 08 1113-Hollow Metal Doors and Frames. 1.03 REFERENCE STANDARDS A. ANSI/ICC A117.1 -American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009. B. DHI (LOCS)- Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames; Door and Hardware Institute; 2004. C. ITS (DIR)- Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition. D. NFPA 80-Standard for Fire Doors and Other Opening Protectives; 2013. E. NFPA 101 - Life Safety Code; National Fire Protection Association; 2015. F. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordinate the manufacture, fabrication, and installation of products that door hardware will be installed upon. 1.05 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Shop Drawings: 1. Indicate locations and mounting heights of each type of hardware, schedules, catalog cuts, electrical characteristics and connection requirements . 2. Submit manufacturer's parts lists and templates. C. Samples: 1. Submit 2 samples of typical handset, floor stop, wall stop and hinge with ball tips illustrating style, color, and finish. D. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention. E. Project Record Documents: Record actual locations of concealed equipment, services, and conduit. F. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. G. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier. H. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 1.06 QUALITY ASSURANCE A. Standards for Fire-Rated Doors: Maintain one copy of each referenced standard on site, for use by Architect and Contractor. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience. DOOR HARDWARE 08 7100-1 Damond Lakes DA#1520-BH Camping Bath House 1.07 PRE-INSTALLATION MEETING A. Convene one week prior to commencing work of this section. 1.08 DELIVERY, STORAGE,AND HANDLING A. Package hardware items individually; label and identify each package with door opening code to match hardware schedule. 1.09 COORDINATION A. Coordinate the work with other directly affected sections involving manufacture or fabrication of internal reinforcement for door hardware. B. Furnish templates for door and frame preparation. C. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner. D. Coordinate Owner's keying requirements during the course of the Work. 1.10 WARRANTY A. See Section 01 7800-Closeout Submittals, for additional warranty requirements. B. Provide five year warranty for door closers. 1.11 MAINTENANCE PRODUCTS A. Provide special wrenches and tools applicable to each different or special hardware component. B. Provide maintenance tools and accessories supplied by hardware component manufacturer. 1.12 EXTRA MATERIALS A. Provide five extra key lock cylinders for each master keyed group. PART 2 PRODUCTS 2.01 MANUFACTURERS-BASIS OF DESIGN A. As specified in this section. See Hardware Schedule. 2.02 DOOR HARDWARE-GENERAL A. Provide hardware specified or required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated. B. Provide items of a single type of the same model by the same manufacturer. C. Provide products that comply with the following: 1. Applicable provisions of federal, state, and local codes. 2. Fire-Rated Doors: NFPA 80. 3. Hardware on Fire-Rated Doors, Except Hinges: Listed and classified by UL as suitable for the purpose specified and indicated. 4. Hardware for Smoke and Draft Control Doors (Indicated as"S"on Drawings): Provide hardware that enables door assembly to comply with air leakage requirements of the applicable code. D. Finishes: Identified in schedule. 2.03 LOCKS AND LATCHES A. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking. 1. If no hardware set is indicated for a swinging door provide an office lockset. 2. Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated to have no outside trim. 3. Lock Cylinders: Provide key access on outside of all locks unless specifically stated to have no locking or no outside trim. B. Lock Cylinders: Manufacturer's standard tumbler type, six-pin standard core. 1. Provide cams and/or tailpieces as required for locking devices required. DOOR HARDWARE 08 7100-2 Damond Lakes DA#1520-BH Camping Bath House C. Keying: Grand master keyed. D. Latches: Provide a latch for every door that is not required to lock, unless specifically indicated "push/pull"or"not required to latch". 2.04 HINGES A. Pemko Manufacturing Company, Inc. B. Rixson C. Rockwood Manufacturing Company D. Sargent Manufacturing Company E. Stanley Hardware F. Hinges: Provide hinges on every swinging door. 1. Provide five-knuckle full mortise butt hinges unless otherwise indicated. 2. Provide ball-bearing hinges at all doors having closers. 3. Provide hinges in the quantities indicated. 4. Provide non-removable pins on exterior outswinging doors. 5. Where electrified hardware is mounted in door leaf, provide power transfer hinges. 2.05 GENERAL REQUIREMENTS FOR DOOR HARDWARE PRODUCTS A. Provide products that comply with the following: 1. Applicable provisions of Federal, State, and local codes. 2. ANSI/ICC A117.1, American National Standard for Accessible and Usable Buildings and Facilities. 3. Applicable provisions of NFPA 101, Life Safety Code. 4. Fire-Rated Doors: NFPA 80. 5. All Hardware on Fire-Rated Doors : Listed and classified by ITS(Warnock Hersey) or testing firm acceptable to the authority having jurisdiction as suitable for the purpose specified and indicated. 6. Products Requiring Electrical Connection: Listed and classified by testing firm acceptable to the authority having jurisdiction as suitable for the purpose specified and indicated. B. Finishes: Identified in schedule at end of section. 2.06 KEYING A. Door Locks: Grand master keyed. Keying and cores purchased by Owner. 1. Include construction keying and control keying with removable core cylinders. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that doors and frames are ready to receive work; labeled, fire-rated doors and frames are present and properly installed, and dimensions are as indicated on shop drawings. B. Verify that electric power is available to power operated devices and of the correct characteristics. 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and applicable codes. B. Use templates provided by hardware item manufacturer. C. Install hardware on fire-rated doors and frames in accordance with code and NFPA 80. D. Mounting heights for hardware from finished floor to center line of hardware item. 1. For steel doors and frames: Comply with DHI "Recommended Locations for Architectural Hardware for Steel Doors and Frames." 3.03 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01 4000. DOOR HARDWARE 08 7100-3 Damond Lakes DA#1520-BH Camping Bath House 3.04 ADJUSTING A. Adjust work under provisions of Section 01 7000. B. Adjust hardware for smooth operation. 3.05 PROTECTION A. Protect finished Work under provisions of Section 01 7000. B. Do not permit adjacent work to damage hardware or finish. 3.06 HARDWARE SCHEDULE A. HW SET#1: Doors 01, 02, 03, 05, 06, 07 EACH TO HAVE: 3 EA HINGE MCK TA2314 5 X 4.5 NRP, 630 1 EA ENTRY DEADBOLT LOCK SAR 8224 LNL, 630 1 EA OVERHEAD HOLDER ROC OH903S SNB, 630 1 EA KICK PLATE ROC K1050 8"X 34", 630 1 EA THRESHOLD NGP 513 36", AL 3 EA SILENCER, METAL DOOR ROC 608, GRY B. HW SET#2: Door 04 EACH TO HAVE: 3 EA HINGE MCK TA2314 5 X 4.5 NRP, 630 1 EA MORTISE LOCK SAR 8237 LNL, 630 1 EA OVERHEAD HOLDER ROC OH903S SNB, 630 1 EA KICK PLATE ROC K1050 8"X 34", 630 1 EA THRESHOLD NGP 513 36", AL 3 EA SILENCER, METAL DOOR ROC 608, GRY C. HW SET#3: Doors 08, 09 EACH TO HAVE: 3 EA HINGE MCK TA2314 5 X 4.5 NRP, 630 1 EA STOREROOM DEADBOLT SAR 8251 LNL, 630 1 EA CLOSER SAR 351 CPSH EN X TB, 689 1 EA KICK PLATE ROC K1050 8"X 34", 630 1 EA THRESHOLD NGP 513 36", AL 3 EA SILENCER, METAL DOOR ROC 608, GRY END OF SECTION DOOR HARDWARE 08 7100-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 09 6700 FLUID-APPLIED FLOORING PART 1 GENERAL 1.01 SECTION INCLUDES A. Fluid-applied flooring and base. 1.02 RELATED REQUIREMENTS A. Section 07 9005-Joint Sealers: Sealing joints between fluid-applied flooring and adjacent construction and fixtures. 1.03 REFERENCE STANDARDS A. ASTM D570-Standard Test Method for Water Absorption of Plastics; 1998 (Reapproved 2010). B. ASTM D638-Standard Test Method for Tensile Properties of Plastics; 2010. C. ASTM D905-Standard Test Method for Strength Properties of Adhesive Bonds in Shear by Compression Loading; 2008 (Reapproved 2013). D. ASTM D4060-Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser; 2014. E. ASTM E96/E96M -Standard Test Methods for Water Vapor Transmission of Materials; 2014. F. ASTM E648- Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source; 2010e1. G. ASTM F710-Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2011. H. ASTM F1869-Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride; 2011. 1.04 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns and colors available . C. Samples: Submit two samples, 6x6 inch in size illustrating color and pattern for each floor material for each color specified. D. Manufacturer's Installation Instructions: Indicate special procedures. E. Maintenance Data: Include maintenance procedures, recommended maintenance materials, procedures for stain removal, repairing surface, and suggested schedule for cleaning. F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 01 6000- Product Requirements, for additional provisions. 2. Extra Flooring Material: 2 gallons of each color installed. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum three years documented experience. B. Applicator Qualifications: Company specializing in performing the work of this section. 1. Minimum 5 years of documented experience. 2. Approved by manufacturer. C. Applicator Qualifications: Company specializing in performing work of this section with minimum 5 years experience. D. Supervisor Qualifications: Trained by product manufacturer, under direct full time supervision of manufacturer's own foreman. FLUID-APPLIED FLOORING 09 6700-1 Damond Lakes DA#1520-BH Camping Bath House E. Pre-application Meeting: Convene a pre-application meeting Two (2)weeks before start of application of coating systems. Require attendance of parties directly affecting work of this section, including Contractor, Architect, applicator, and manufacturer's representative. Review the following: 1. Environmental requirements. 2. Protection of surfaces not scheduled to be coated. 3. Surface preparation. 4. Application. 5. Repair. 6. Field quality control. 7. Cleaning. 8. Protection of coating systems. 9. One-year inspection. 10. Coordination with other work. 1.06 DELIVERY,STORAGE,AND HANDLING A. Store resin materials in a dry, secure area. B. Store materials for three days prior to installation in area of installation to achieve temperature stability. 1.07 FIELD CONDITIONS A. Maintain minimum temperature in storage area of 55 degrees F. B. Store materials in area of installation for minimum period of 24 hours prior to installation. C. Maintain ambient temperature required by manufacturer 72 hours prior to, during, and 24 hours after installation of materials. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Fluid-Applied Flooring: 1. Key Resin Company: www.keyresin.com. 2. Sherwin-Williams Company: www.protective.sherwin-williams.com. 3. Sika Corporation: www.sikafloorusa.com. 4. Tnemec, Inc.;www.tnemec.com. 5. Substitutions: See Section 01 6000-Product Requirements. 2.02 MATERIALS A. Fluid-Applied Flooring: Epoxy base coat(s)with embedded quartz aggregate. 1. Top Coat: Polyurethane. 2. Thickness: 1/8 inch, nominal, when dry. 3. Texture: Slip resistant. 4. Sheen: Matte. 5. Color: As selected by Architect. 6. Basis of Design: a. Tnemec: www.tnemec.com 1) Series 222-Q205 Deco-Tread - 1 coat 2) Series 284-0000 Deco-Clear-2 coats 7. Acceptable Products: a. Tnemc: www.tnemec.com b. Crossfield Products Corp: www.crossfieldproducts.corn. c. Key Resin Company: www.keyresin.com. d. Sherwin-Williams Company: General Polymers Brand: www.generalpolymers.com. e. Substitutions: See Section 01 6000- Product Requirements. f. Crawford Laboratories, Inc./Florock Polymer Flooring Systems. FLUID-APPLIED FLOORING 09 6700-2 Damond Lakes DA#1520-BH Camping Bath House 2.03 ACCESSORIES A. Control Joint Strips: Match divider strips; 2 inch nominal width, 1/8 inch wide neoprene filler strip between side strips, with anchoring features, strip height to suit flooring thickness. B. Fillet Strips: Molded of flooring resin material. C. Subfloor Filler: White premix latex; type recommended by flooring material manufacturer. D. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive flooring. B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust-free, and are ready to receive flooring. C. Verify that concrete sub-floor surfaces are ready for flooring installation by testing for moisture emission rate and alkalinity; obtain instructions if test results are not within limits recommended by flooring materials manufacturer. D. Verify that required floor-mounted utilities are in correct location. 3.02 PREPARATION A. Remove sub-floor ridges and bumps. Fill low spots, cracks,joints, holes, and other defects with sub-floor filler. B. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Grind irregularities above the surface level. Prohibit traffic until filler is cured. C. Vacuum clean substrate. D. Apply primer to surfaces required by flooring manufacturer. 3.03 INSTALLATION -STRIPS A. Install access panel recess frames. B. Install fillet strips at base of walls where flooring is to be extended up wall as base. 3.04 INSTALLATION -FLOORING A. Apply in accordance with manufacturer's instructions. B. Apply each coat to minimum thickness indicated. C. Install flooring in recessed type floor access covers. D. At movable partitions install flooring under partitions without interrupting floor pattern. E. Fillet and cove at vertical surfaces. F. Install flooring prior to installation of all floor mounted accessories and fixtures. 3.05 PROTECTION A. Prohibit traffic on floor finish for 48 hours after installation. B. Barricade area to protect flooring until fully cured. 3.06 SCHEDULE -SEE DRAWINGS END OF SECTION FLUID-APPLIED FLOORING 09 6700-3 Diamond Lakes DA#1520-BH Camping Bath House SECTION 09 9000 PAINTING AND COATING PART 1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints. C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the following: D. Do Not Paint or Finish the Following Items: 1. Items fully factory-finished unless specifically so indicated; materials and products having factory-applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating labels, equipment serial number and capacity labels, and operating parts of equipment. 5. Floors, unless specifically so indicated. 6. Glass. 7. Concealed pipes, ducts, and conduits. 1.02 RELATED REQUIREMENTS A. Section 01 6116 -Volatile Organic Compound (VOC) Content Restrictions. 1.03 REFERENCE STANDARDS A. 40 CFR 59, Subpart D- National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. B. ASTM D4442-Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood-Base Materials; 2007. C. GreenSeal GS-11 - Paints and Coatings; 2013. 1.04 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Product Data: Provide complete list of all products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number(e.g. MPI #47). 3. Cross-reference to specified paint system(s) product is to be used in; include description of each system. C. Certification: By manufacturer that all paints and coatings comply with VOC limits specified. D. Certification: By manufacturer that all paints and coatings do not contain any of the prohibited chemicals specified; GreenSeal GS-11 certification is not required but if provided shall constitute acceptable certification. 1.05 MOCK-UP A. See Section 01 4000-Quality Requirements, for general requirements for mock-up. B. Locate where directed. C. Mock-up may remain as part of the work. 1.06 DELIVERY, STORAGE,AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. PAINTING AND COATING 09 9000-1 Damond Lakes DA#1520-BH Camping Bath House B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. 1.07 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. C. Provide lighting level of 80 ft candles measured mid-height at substrate surface. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions. B. Paints: 1. Benjamin Moore &Co: www.benjaminmoore.com. C. Primer Sealers: Same manufacturer as top coats. D. Block Fillers: Same manufacturer as top coats. E. Substitutions: Not permitted. 2.02 PAINTS AND COATINGS -GENERAL A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating. 1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags. 2. Supply each coating material in quantity required to complete entire project's work from a single production run. 3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions. B. Primers: As follows unless other primer is required or recommended by manufacturer of top coats; where the manufacturer offers options on primers for a particular substrate, use primer categorized as"best" by the manufacturer. C. Volatile Organic Compound (VOC) Content: 1. Provide coatings that comply with the most stringent requirements specified in the following: a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings. 2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction. D. Colors: As indicated on drawings 2.03 PAINT SYSTEMS -EXTERIOR A. Paint WE-OP-3L-Wood, Opaque, Latex, 3 Coat: 1. One coat of latex primer sealer. 2. Semi-gloss: Two coats of latex enamel. B. Paint ME-OP-3L- Ferrous Metals, Unprimed, Latex, 3 Coat: 1. One coat of latex primer. 2. Semi-gloss: Two coats of latex enamel. PAINTING AND COATING 09 9000-2 Damond Lakes DA#1520-BH Camping Bath House C. Paint ME-OP-2L- Ferrous Metals, Primed, Latex, 2 Coat: 1. Touch-up with rust-inhibitive primer recommended by top coat manufacturer. 2. Semi-gloss: Two coats of latex enamel. D. Paint MgE-OP-3L-Galvanized Metals, Latex, 3 Coat: 1. One coat galvanize primer. 2. Semi-gloss: Two coats of latex enamel. 2.04 PAINT SYSTEMS-INTERIOR A. Paint WI-OP-3L-Wood, Opaque, Latex, 3 Coat: 1. One coat of latex primer sealer. 2. Semi-gloss: Two coats of latex enamel. 3. Eggshell: Two coats of latex enamel. 4. Flat: Two coats of latex enamel. B. Paint CI-OP-3L-Concrete/Masonry, Opaque, Latex, 3 Coat: 1. One coat of block filler. 2. Semi-gloss: Two coats of latex enamel. C. Paint MI-OP-3L- Ferrous Metals, Unprimed, Latex, 3 Coat: 1. One coat of latex primer. 2. Semi-gloss: Two coats of latex enamel. D. Paint MI-OP-2L-Ferrous Metals, Primed, Latex, 2 Coat: 1. Touch-up with latex primer. 2. Semi-gloss: Two coats of latex enamel. E. Paint MgI-OP-3L-Galvanized Metals, Latex, 3 Coat: 1. One coat galvanize primer. 2. Semi-gloss: Two coats of latex enamel. F. Paint GI-OP-3L-Gypsum Board/Plaster, Latex, 3 Coat: 1. One coat of latex primer sealer. 2. Semi-gloss: Two coats of latex enamel. 3. Eggshell: Two coats of latex enamel. 4. Flat: Two coats of latex enamel. 2.05 ACCESSORY MATERIALS A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials required to achieve the finishes specified whether specifically indicated or not; commercial quality. B. Patching Material: Latex filler. C. Fastener Head Cover Material: Latex filler. PART 3 EXECUTION 3.01 EXAMINATION A. Do not begin application of coatings until substrates have been properly prepared. B. Verify that surfaces are ready to receive work as instructed by the product manufacturer. C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. D. Test shop-applied primer for compatibility with subsequent cover materials. E. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Gypsum Wallboard: 12 percent. 2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. 3. Interior Wood: 15 percent, measured in accordance with ASTM D4442. 4. Exterior Wood: 15 percent, measured in accordance with ASTM D4442. PAINTING AND COATING 09 9000-3 Damond Lakes DA#1520-BH Camping Bath House 3.02 PREPARATION A. Clean surfaces thoroughly and correct defects prior to coating application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Remove surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing. D. Seal surfaces that might cause bleed through or staining of topcoat. E. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to dry. F. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry. G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair. H. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. 3.03 APPLICATION A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. B. Apply products in accordance with manufacturer's instructions. C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. D. Apply each coat to uniform appearance. E. Sand wood and metal surfaces lightly between coats to achieve required finish. F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particlOs just prior to applying next coat. G. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.04 FIELD QUALITY CONTROL A. See Section 01 4000 -Quality Requirements, for general requirements for field inspection. B. Owner will provide field inspection. 3.05 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. 3.06 PROTECTION A. Protect finished coatings until completion of project. B. Touch-up damaged coatings after Substantial Completion. END OF SECTION PAINTING AND COATING 09 9000-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 09 9113 EXTERIOR PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints, stains, and varnishes. C. Scope: Finish exterior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the following: D. Do Not Paint or Finish the Following Items: 1. Items factory-finished unless otherwise indicated; materials and products having factory-applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating labels, equipment serial number and capacity labels, and operating parts of equipment. 5. Floors, unless specifically indicated. 6. Glass. 7. Concealed pipes, ducts, and conduits. 1.02 RELATED REQUIREMENTS A. Section 09 9123-Interior Painting. 1.03 REFERENCE STANDARDS A. MPI (APSM)- Master Painters Institute Architectural Painting Specification Manual; current edition, www.paintinfo.com. 1.04 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Product Data: Provide complete list of products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number(e.g. MPI #47). 3. Cross-reference to specified paint system(s) product is to be used in; include description of each system. C. Samples: Submit three paper"draw down" samples, 8-1/2 by 11 inches in size, illustrating range of colors available for each finishing product specified. 1. Where sheen is specified, submit samples in only that sheen. D. Maintenance Data: Submit data including finish schedule showing where each product/color/finish was used, product technical data sheets, material safety data sheets (MSDS), care and cleaning instructions, touch-up procedures, repair of painted and finished surfaces, and color samples of each color and finish used. E. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 01 6000-Product Requirements, for additional provisions. 2. Extra Paint and Finish Materials: 1 gallon of each color; from the same product run, store where directed. 3. Label each container with color in addition to the manufacturer's label. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with minimum three years documented experience. EXTERIOR PAINTING 09 9113-1 Damond Lakes DA#1520-BH Camping Bath House 1.06 DELIVERY, STORAGE,AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. 1.07 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. C. Provide lighting level of 80 ft candles measured mid-height at substrate surface. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Provide paints and finishes from the same manufacturer to the greatest extent possible. 1. In the event that a single manufacturer cannot provide specified products, minor exceptions will be permitted provided approval by Architect is obtained using the specified procedures for substitutions. B. Paints: 1. Benjamin Moore &Co: www.benjaminmoore.com. 2. Duron, Inc: www.duron.com. 3. Glidden Professional, a product of PPG Architectural Coatings: www.gliddenprofessional.com. 4. PPG Paints: www.ppgpaints.com. 5. Pratt& Lambert Paints: www.prattandlambert.com. 6. Sherwin-Williams Company: www.sherwin-williams.com. C. Substitutions: See Section 01 6000- Product Requirements. 2.02 PAINTS AND FINISHES -GENERAL A. Paints and Finishes: Ready mixed, unless required to be a field-catalyzed paint. 1. Provide paints and finishes of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags. 2. Supply each paint material in quantity required to complete entire project's work from a single production run. 3. Do not reduce, thin, or dilute paint or finishes or add materials unless such procedure is specifically described in manufacturer's product instructions. 2.03 PAINT SYSTEMS -EXTERIOR PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially effect proper application. C. Test shop-applied primer for compatibility with subsequent cover materials. 3.02 PREPARATION A. Clean surfaces thoroughly and correct defects prior to application. EXTERIOR PAINTING 09 9113-2 Damond Lakes DA#1520-BH Camping Bath House B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces for finishing. D. Seal surfaces that might cause bleed through or staining of topcoat. E. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to dry. 3.03 APPLICATION A. Apply products in accordance with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual". B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. C. Apply each coat to uniform appearance. D. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. E. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. END OF SECTION EXTERIOR PAINTING 09 9113-3 Diamond Lakes DA#1520-BH Camping Bath House SECTION 09 9123 INTERIOR PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints, stains, and varnishes. C. Scope: Finish interior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the following: D. Do Not Paint or Finish the Following Items: 1. Items factory-finished unless otherwise indicated; materials and products having factory-applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating labels, equipment serial number and capacity labels, bar code labels, and operating parts of equipment. 5. Floors, unless specifically indicated. 6. Glass. 7. Concealed pipes, ducts, and conduits. 1.02 REFERENCE STANDARDS A. ASTM D4442-Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood-Base Materials; 2007. B. MPI (APSM)- Master Painters Institute Architectural Painting Specification Manual; current edition, www.paintinfo.com. C. SSPC-SP 1 -Solvent Cleaning; 2015. D. SSPC-SP 6-Commercial Blast Cleaning; Society for Protective Coatings; 2007. 1.03 SUBMITTALS A. See Section 01 3000-Administrative Requirements, for submittal procedures. B. Product Data: Provide complete list of products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number(e.g. MPI #47). 3. Cross-reference to specified paint system(s) product is to be used in; include description of each system. C. Samples: Submit three paper"draw down"samples, 8-1/2 by 11 inches in size, illustrating range of colors available for each finishing product specified. 1. Where sheen is specified, submit samples in only that sheen. D. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 01 6000- Product Requirements, for additional provisions. 2. Extra Paint and Finish Materials: 1 gallon of each color; from the same product run, store where directed. 3. Label each container with color in addition to the manufacturer's label. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with minimum three years documented experience. 1.05 DELIVERY, STORAGE,AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. INTERIOR PAINTING 09 9123-1 Damond Lakes DA#1520-BH Camping Bath House B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. 1.06 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. C. Provide lighting level of 80 ft candles measured mid-height at substrate surface. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Provide paints and finishes from the same manufacturer to the greatest extent possible. 1. In the event that a single manufacturer cannot provide specified products, minor exceptions will be permitted provided approval by Architect is obtained using the specified procedures for substitutions. B. Paints: 1. Benjamin Moore&Co: www.benjaminmoore.com. 2. Duron, Inc: www.duron.com. 3. Glidden Professional, a product of PPG Architectural Coatings: www.gliddenprofessional.com. 4. PPG Paints: www.ppgpaints.com. 5. Pratt& Lambert Paints: www.prattandlambert.com. 6. Sherwin-Williams Company: www.sherwin-williams.com. C. Transparent Finishes: 1. Sherwin-Williams Company: www.sherwin-williams.com. 2. Benjamin Moore &Co: www.benjaminmoore.com. 3. PPG Paints: www.ppgpaints.com. D. Stains: 1. Sherwin-Williams Company: www.sherwin-williams.com. 2. Benjamin Moore&Co: www.benjaminmoore.com. 3. PPG Paints: www.ppgpaints.com. E. Substitutions: See Section 01 6000- Product Requirements. 2.02 PAINTS AND FINISHES-GENERAL A. Paints and Finishes: Ready mixed, unless intended to be a field-catalyzed paint. 1. Provide paints and finishes of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags. 2. Supply each paint material in quantity required to complete entire project's work from a single production run. 3. Do not reduce, thin, or dilute paint or finishes or add materials unless such procedure is specifically described in manufacturer's product instructions. B. Colors: To be selected from manufacturer's full range of available colors. 1. Selection to be made by Architect after award of contract. 2.03 PAINT SYSTEMS -INTERIOR A. Paint I-OP- Interior Surfaces to be Painted, Unless Otherwise Indicated: Including gypsum board, concrete, concrete masonry units, brick, wood, plaster, uncoated steel, shop primed steel, galvanized steel, and aluminum. INTERIOR PAINTING 09 9123-2 Damond Lakes DA#1520-BH Camping Bath House 1. Two top coats and one coat primer. 2. Top Coat(s): High Performance Architectural Interior Latex; MPI#138, 139, 140, or 141. a. Products: 1) Sherwin-Williams Pre-Catalyzed Waterbased Epoxy, Eg-Shel. (MPI#139) 2) Sherwin-Williams Pre-Catalyzed Waterbased Epoxy, Semi-Gloss. (MPI#141) 3. Top Coat Sheen: a. Eggshell: MPI gloss level 3; use this sheen at all locations. b. Satin: MPI gloss level 4; use this sheen for items subject to frequent touching by occupants, including door frames and railings. c. Semi-Gloss: MPI gloss level 5; use this sheen at all locations. B. Paint I-OP-MD-DT- Medium Duty Door/Trim: For surfaces subject to frequent contact by occupants, including metals and wood: 1. Two top coats and one coat primer. 2.04 PRIMERS A. Primers: Provide the following unless other primer is required or recommended by manufacturer of top coats. 2.05 ACCESSORY MATERIALS A. Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials as required for final completion of painted surfaces. B. Patching Material: Latex filler. C. Fastener Head Cover Material: Latex filler. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially effect proper application. C. Test shop-applied primer for compatibility with subsequent cover materials. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Gypsum Wallboard: 12 percent. 2. Plaster and Stucco: 12 percent. 3. Masonry, Concrete, and Concrete Masonry Units : 12 percent. 4. Interior Wood: 15 percent, measured in accordance with ASTM D4442. 3.02 PREPARATION A. Clean surfaces thoroughly and correct defects prior to application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing. D. Seal surfaces that might cause bleed through or staining of topcoat. E. Concrete: 1. Remove release agents, curing compounds, efflorescence, and chalk. Do not coat surfaces if moisture content or alkalinity of surfaces to be coated exceeds that permitted in manufacturer's written instructions. F. Masonry: 1. Prepare surface as recommended by top coat manufacturer. G. Gypsum Board: Fill minor defects with filler compound. Spot prime defects after repair. INTERIOR PAINTING 09 9123-3 Damond Lakes DA#1520-BH Camping Bath House H. Plaster: Fill hairline cracks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces. I. Aluminum: Remove surface contamination and oils and wash with solvent according to SSPC-SP 1. J. Galvanized Surfaces: K. Ferrous Metal: 1. Solvent clean according to SSPC-SP1. 2. Shop-Primed Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop-primed item. 3. Remove rust, loose mill scale, and other foreign substances using using methods recommended in writing by paint manufacturer and blast cleaning according to SSPC-SP 6 "Commercial Blast Cleaning". Protect from corrosion until coated. L. Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. Back prime concealed surfaces before installation. 3.03 APPLICATION A. Apply products in accordance with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual". B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. C. , Apply each coat to uniform appearance in thicknesses specified by manufacturer. D. Sand wood and metal surfaces lightly between coats to achieve required finish. E. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. F. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.04 PROTECTION A. Protect finishes until completion of project. B. Touch-up damaged finishes after Substantial Completion. END OF SECTION INTERIOR PAINTING 09 9123-4 Diamond Lakes DA#1520-BH Camping Bath House SECTION 10 2800 TOILET, BATH,AND LAUNDRY ACCESSORIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Accessories for showers. 1.02 RELATED REQUIREMENTS A. Section 09 3000 -Tiling: Ceramic washroom accessories. 1.03 REFERENCE STANDARDS A. 36 CFR 1191 -Americans with Disabilities Act(ADA)Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act(ABA)Accessibility Guidelines; current edition. B. ASTM A123/A123M - Standard Specification for Zinc(Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2013. C. ASTM A269/A269M -Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service; 2014e1. D. ASTM A653/A653M -Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2013. E. ASTM A666-Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2015. F. ASTM B456-Standard Specification for Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and Nickel Plus Chromium; 2011e1. G. ASTM C1036-Standard Specification for Flat Glass; 2011e1. H. ASTM C1503-Standard Specification for Silvered Flat Glass Mirror; 2008 (Reapproved 2013). I. ASTM F2285-Standard Consumer Safety Performance Specification for Diaper Changing Tables for Commercial Use; 2004 (Reapproved 2010). 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordinate the work with the placement of internal wall reinforcement, concealed ceiling supports, and reinforcement of toilet partitions to receive anchor attachments. 1.05 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Product Data: Submit data on accessories describing size, finish, details of function, and attachment methods. C. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiring special attention. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Toilet Accessories: 1. Bradley Corporation: www.bradleycorp.com. 2. Bobrick : www.bobrick.com. 3. Substitutions: Section 01 6000- Product Requirements. 2.02 MATERIALS A. Accessories-General: Shop assembled, free of dents and scratches and packaged complete with anchors and fittings, steel anchor plates, adapters, and anchor components for installation. B. Keys: Provide three (3) keys for each accessory to Owner; master key lockable accessories. C. Mirror Glass: Annealed float glass, ASTM C1036 Type I, Class 1, Quality Q2, with silvering, protective and physical characteristics complying with ASTM C1503. TOILET, BATH, AND LAUNDRY ACCESSORIES 10 2800-1 Damond Lakes DA#1520-BH Camping Bath House D.` Adhesive: Two component epoxy type, waterproof. E. Fasteners, Screws, and Bolts: Hot dip galvanized; tamper-proof; security type. 2.03 FINISHES A. Stainless Steel: No. 4 Brushed finish, unless otherwise noted. 2.04 SHOWER AND TUB ACCESSORIES A. Shower Curtain Rod: Stainless steel tube, 1 inch outside diameter, 0.04 inch wall thickness, satin-finished, with 3 inch outside diameter, minimum 0.04 inch thick satin-finished stainless steel flanges, for concealed mounting. B. Shower Curtain: 1. Material: Opaque vinyl, 0.008 inch thick, matte finish, with antibacterial treatment, flameproof and stain-resistant. 2. Size: 70 by 72 inches, hemmed edges. 3. Grommets: Corrosion-resistant metal; pierced through top hem on 6 inch centers. 4. Color: White. C. Robe Hook: Heavy-duty stainless steel, double-prong, rectangular-shaped bracket and backplate for concealed attachment, bright polished finish. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify exact location of accessories for installation. 3.02 INSTALLATION A. Install accessories in accordance with manufacturers' instructions in locations indicated on the drawings. B. Install plumb and level, securely and rigidly anchored to substrate. C. Mounting Heights: As required by accessibility regulations, unless otherwise indicated. END OF SECTION TOILET, BATH, AND LAUNDRY ACCESSORIES 10 2800-2