HomeMy WebLinkAbout1500 French Ave - BC18-003728 - (Davita) Interior alterationC4crry
OF
S.,kNFORD PERMIT APPLICATION ))
BUILDING DIVISION
Application No:
Documented construction Value:$
job Address: 1500 S. French P.ve., anfordFL 32771 Yes HistoricDistrict. EINOE] Parcel
ID: Residential F1 Commercial M hype
of Work: New U Addition 0 Alteration 1:1 Repair 0 DenioEl change of UseLl Move Ej Description
of Work: 1(itcrior aticratiorl for a now DaVita Medical Group medical office in in existing single-slory, mulfilemwit building. V ?
k consists of demolition, interior tenant fit -out, mechanical, electrical and plumbing. Minor alterations to existing exterior storeffonl. Plan
Review Contact Person: Renee Baker . ........ Ti tic: Proiect Leader Phone:
248-533-5028 Fax: Email: rbaker(d)in-forrmtudio.com Property
Owner Information Name
RAMOO USA Development Cow Jaeob Attias Phone: 514-933-8400 Street:
4333, Ste -Catherine Quest, Suite 400 City,
state zip: Montreal, Quebec, H3Z 1P9 Resident
of property? - Contractor
Information F
DC ----E3 1 NamePhone: [E7:1:-51-6 Street:
15407-A Port Royal Road Fax: 170-3-160-2-1631 Klcil-
n-gfield, VP City, State State License No,: Architect/
Engineer Information Name:
Kenneth R. Van Tine - inFORM studio Phone: 248-440-3564 Street:
235 E. Main St., Ste. 102b City,
St, Zip. Northville, MI 48167 Bonding
Company: Address:
Fax:
E-
mail: rbaker&n-fornistudio.corn Mortgage
Lender; Address:
NVA10TING
TO OWNER: YOUR FAILURETO RECORD A NOTICE OF RESUU17 IN YOTJR PAYING TWICE
FOR IMPROVEiVIENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT tvius'r BE RECORDED AND POSTED
O'WITIE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCINGCONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NoTful of coNINIENCEIVIENT to the
issuance oft permit and thm all lvork will be perkmned to meet standards of all lam regulating constrachon in this jorisdictionI understand that a separate
permit must be secured for electrical work, plumbing, signs, wells, pools, flit-111ces, boilers, heaters, 11"11(s, and air conditioners, 0c,
ITC 105.3 shalt be inscribed frith tire date of application itod the cock in effect its of that date: f" F.ditiott (2017) FIorirla Ruildilig Code
CcI": ht addition to the rctlkrirenIents ol'this fierzttit, there maybe additional restrictions applicable to this properly that cony be lMiIItI in the public records
of this county, and there ma)° he additional hermit~ required (torn outer goveritIle otal entities Stich AS avatar management districts, state agutlete:, or
federal agencies. Acceptatic e
of pernut it verification that I will notify the owner of the I)roperty ofthc rcquireoicim of Florida Lien I.aw, FS 713, The City of"Sir
nford requires payment of a lit an review fee at the tone of permit submittal. A copy of talc executad contract is rctluired in order to calculate a plan r(
m(m charge and will be considered (tic estlmatad constriction valor of the job at the time ofsubmittal. The actu:d construction value will be figured based
on the current (CC Valuatloo Table it) effect at lie time the petuiit is issued, In accordance with loQal orclivaoce. Should ideal oGd charges figured off (lie
esecutcd contract excced the actual construction value, credit will be applied to your permit lees when the permit is Issued. NNER'S AFF D11
VIT: 1 certify that all of the foregoing information is accurate and that all Nvork will be done in compliance with
all applicable lases regulating construction and zoning. ow. ": oCC)trned igent
Pntr Signature of CoolractorlAgent Date m 1 ,stsrtr4ttrrrrrrrr l'
rintOo
tt,
rlAgcrusVtame
I'rintC;ont ctudAgent'sPlamc ,`ti ,`•AlOTAiiY'•• f f't1G'r tC
R N{Y HIIISSIt1N
Signature
ol'Nowry-Stateo4loritk`+nor Signature of itowry-Swc of Hori+r tati1, j XptF S to l t t l t °t 4N3t 12i i Ica' Owner/Agent is _/— Personally
Known to torte or Contractor/Agent is _ _ Personally 1<tlowtt t i'i4i'b`tt"r Produced ID ._ _- Type of
ID ---- Produced ID _.__.___._. Type of ID ALICIAANNE GU7HRtE Notary Public—
State of
1,10ioan ta1 T 7TT T; Tr t CountyafOakland J ELO VV1FOROFFICEyJt. QAVL_t_ my Commission Expires 23 ACt+ng in the County
of %RI / crinits tequire.d: Building Electrical
Mechanical D Plumbing P Gas U Roof Construction Type: Occupancy Use: Total
Sq Ft of Bldg:— -_"".________
Arlin. Occupancy Load: Flood Zone: of Stories:_. New
Construction: Electric - #
of Arrips_-
Plumbing - # of Fixtures_._ Fire Sprinkler Permit: Yes No [_] #
of Heads -- APPROVALS: ZONING:._ _ _.__.._.— UTILITIES: k NGINI
EERING: COMINIENTS: FIRE:
Fire AlartnPermit:
Yes ]
No []
WASTE WATER: 1W[LDING:
THIS INSTRUMENT PREPARED BY:
Name: ADI Construction, LLC.
Address: Q7-A P rt Ro I a
State of Florida
County of Seminole
Permit Number: Parcel to Number;
The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with
Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Retail Strip Center located at 1500 S. French Ave. Sanford FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
4,817sf interior buildout fog rima care — office.
OWNER INFORMATION:
Name: DaVita Medical Group DMG South Florida, Inc. c/o DaVita Inc. - Lo al
Address: 2000 16th Street - Denver, CO 80202
Fee Simple Title Holder (if other than owner) Name
CONTRACTOR:
Name: ADi Construction, LLC.
Address 5407-A Port Royal Road - Springfield, VA 22151
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)tb), Florida Statutes.
Name; DaVita Medical Group DMG) South Florida, Inc. c/o DaVita Inc. - Legal Dept,
Address: 2000 16th Street - Denver, CO 80202
In addition to himself, Owner Designates Martin Mulroe of
ADI Construction, LLC. — To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date is specified) 11/15/19
W2tMU81Ga TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713,13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, i declare that I have read the foregoing and that the facts stated In it are true
to th at of my k o ledge and belief.
r Offlelle-
owners Signature Owner's Printed Name
Florida Statute 713.13(1)(g) - The owner must sign ilia notice of commencement and no one else may be pomutted to sign In his or her sioad "
i
state or ounty of
The foregoing rostrum nt was acknowledged before me this ay of
tby ' 1 t 11e, Who Is personally known to me Q
Nameofpotion making statemet . Y1
OR who has produced Identification a of Identification produced: 1r^•
ALICIAANNE GUTHRIE
Notary PutttiC - State of Michigan Notary Signotum
County of Oakland
My commrssscun Expires Oct 3p. 23
Acting n the County of 4
AIA Document A101"' - 2007
Standard Form of Agreement Between Owner and Contractor where the basis of
payment is a Stipulated Sum
AGREEMENT made as or the Figlith day of
in the year Two Thousand F,ighteen, November ADDITIONS AND DELETIONS:
lit ivor(ly, bidicate, ditit', nionth and)vai%) The author of this document has
added information needed for its
BETWEEN the Owner: completion. The author may also
Nance, legal Status, address aild ofhvr in/6"11106011) have revised the text of the original
AIA standard form. An Additions and
DaVita Medical Group South Florida. Inc. Deletions Report that notes added
Co DaVita Inc. - Legal Dept. Information as well as revisions to
2000 l6th Street the standard form text is available
Deaver , CO 80202 from the author and should be
reviewed. A vertical line in the left
margin of this document indicates
and the Contractor:
where the author has added
7V(nne, legal status, acitti-ess and other iqfortnation) necessary information and where
the author has added to or deleted
from the original AIA text.
ADI COnStrUCti011, LLC
5407-A Port Royal Road This document has important legal
Springfield, VA 22151 consequences. Consultation with an
attorney is encouraged with respect
to its completion or modification,
AIA Document A201 r"-2007,
for the following Project: General Conditions of the Contract
Name, location and derailed clesc)ilWon) for Construction, is adopted in this
document by reference. Do not use
4G — Northside-Sanford - Sanford. FL (Tenant Improvements) with other general conditions unless
1500 S. French Ave. this document is modified,
Sanford, FL 32771
Facilitv No.: 2010504-80I The
Architect: 1vaine,
legal Status, address and other iqliwination) inFORiM
studio, p.c., Professional Corporation 235
E. Main Street, Suite 102E Northville,
N11 48167 Telephone
Number: 248.449.3564 Fax
Number: 248,449.6984 The
Owner and Contractor agree as sfollows AIA
Document A10 I1-- 2007. Copyright 0 1915, 19M 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Init.
institute of Architects. All rights reserved, WARNINQ Al A' Doc (A roant is protectod by U.S. Copyright Law and International Treaties, Unaulhartxcs r
production oe diatribution of this AW fjockimeW, many portion of it, may rfisult io %fivurv, civil :tjid criminal penalties, avid Mil bo proiecutod to I
thin maximum ('.Xt'NA pws0Ae under the: law, This document was produced by AIA software at 17:31:21 on 0911412016 under Order No,43218301 541 which expires
an 01/05/2017, and is not for resale User
Notes: (1853515640)
TABLE OF ARTICLES
1 THE CONTRACT DOCUMENTS
2 THE WORK OF THIS CONTRACT
3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
4 CONTRACT SUM
5 PAYMENTS
6 DISPUTE RESOLUTION
7 TERMINATION OR SUSPENSION
8 MISCELLANEOUS PROVISIONS
9 ENUMERATION OF CONTRACT DOCUMENTS
10 INSURANCE AND BONDS
ARTICLE 1 THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (General. Supplementary and other
Conditions approved and signed by the parties), Drawings, Specifications, Addenda issued prior to execution ofthis
Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement,
all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated
herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior
negotiations, representations or agreements, either written or orld. An enumeration of the Contract Documents, other
than a Modification, appears in Article 9.
ARTICLE 2 THE WORK OF THIS CONTRACT
The Contractor shall ftlIIV execute the Work, described in the Contract Documents, except as specifically indicated in
the Contract DOCUtuelltS to be the responsibility of others.
The intent of the Contract Documents is to include all labor and materials necessary for the proper execution and
completion of the Work by Contractor in accordance with the approved Construction Schedule and the Contract
Sum, all in accordance with the Contract DOCUITIC(ItS and in compliance with applicable laws and codes. The
Contractor shall ensure that the Work shall be fit for the intended purpose. The Work shall be completed in a good
and workmanlike manner using new materials. The Contract Documents are complementary, and what is required
by one shall be as binding as if required by all, and performance by Contractor shall be required to the extent
consistent with the Contract Documents and reasonably inferable frorn them as being necessary to produce tile
indicated results.
All eietnents of the Project shill be considered including, Without limitation, structural, mechanical, electrical,
plumbing, finish and exterior elements. The Contractor shall otherwise cooperate in the "value engineering" of the
Project, including, without limitation, reviewing the Project documents to identify opportunities to reduce the Cost Of
Project elements and to otherwise satisfy Owner's Project budget without materially modifying Owner's program
for the Project. The acceptance or rejection of any such opportunities is exclusively the Owner's sole discretion.
ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
3.1 T'he date of commencement of the Work shall be the (late of this Agreement unless a different date is stated
below or provision is made for the date to be fixed in a notice to proceed issued by tile Owner.
lnse)-t the date qfcommencentent if"it (1(/)&1-Sfto/n the (late ql'this,4givement or, if applicable. state that the state
trill hefired in it notice to pimceccl)
AIA Dockurno (it A101- — 2007. Copyright 1915, 1918 1925 1937, 1951, 1956, 1961, 1963, 1967, 1974. 1977, 1987, 1991, 1997 and 2007 by The American
Insfitute of Architects. Ali rights reserved. WARNING. Ttih,,i AIA* Do urnant is proNGtod b"', U.S, Gopyrq1W Liiw and tErtursr tional Treatiezi, Unauthoitxfd
persductEcrn of distribut4m of this AW Goccnnem,, oi any porlicw of it, may° roe ult !, fovfiro c"011 i1nd Criminal powitties, and will bo
Via maximuni extqmz pox iiibio mida, th(, l,iv This document was produced by AIA soli'mare at 17 31 21 on 0911412016 underOrderNo 43218301541 whicn, expires on 01!
0512017, and is not for resale User Notes:
A
The date ofconiniencerrient of the Work shall be the (late set torth in the notice to proceed issued by the Owner.
Contractor shall not commence the work Unless and Until it has received the notice to proceed and all necesslity
permits required for the lawful construction of the Work. with copies of such permits to be furnished to the Miler.
If, prior to the commencement of the Work, the Owner requires titlic to file wortgaoes and other security Interests,
the Owner's time requirement shall be as follows:
3.2 The Contract Time shal I be measured firom the date of commencement.
3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than NibletY (90)
consecutive calendar days from the date of commencement, or as rollo\vS:
hiset-t nwither ftfccdenckw (ki vs. a calendar elate nine! he insect when coorclinatett with the crate of
COMMel W011ie I?/, iI1'4lpj)l.0pj-i(l1V, I'IlSellt wqltf . relllellrsfin. earlier Substantial 0ittiplefirtirt of certain portions qfrhe
Work,)
A(tiustments of the Contract Time, if any, shall be determined in accordance with Paragraph 8.3 of the AIA
Document A201-2008 General Conditions of Contract for Construction.
Portion of Work Substantial Completion Date
Paragraph 41clow4f)
hisert pl-ovisions, ifat? v. jbr Iiijiti(hile(I (1clinage): lvlatilkg tofiiiiiiii-c to achieve Substantial Completion an iiine, or,161-
bonlis p(p,trientsfol- ealltv completion ofthe Woo-kj
Final completion of the Work shall be achieved not more than thirty (30) days after Substantial Completion, Subject
to adjustment of the Contract Time as provided in the Contract Documents.
For each consecutive calendar day after the Substantial Completion Date that the Contractor fails to achieve
Substantial Completion, the amount of Zero Dollars (S0.00) per calendar day Subject to a maximum of tell
percent (10%) of the initial contract price (or Such lesser amount as may be required under applicable law) will
be deducted from any money due or that becomes due to the Contractor, not as a penalty, but as liquidated
damages representing the parties' estimate as of the Effective Date of this Agreement of the damages Owner will
incur for late Substantial Completion.
For the purpose of calculating Liquidated Damages, a grace period of five (i) working days shall be observed, and
the Contract Schedule shall be extended by any additional time or delays Outside the sole control of Contractor as set
forth in the contract documents.
In the event of early completion of Substantial Completion Date, including the Certificate Of Occupancy date, as per
the Contract Schedule for which Contractor is solely responsible, Contractor shall be entitled to a bonus to be paid
b) Owner at a rate of Zero Dollars (S0.00) per day of early completion, subject to a maximum of tell percent (10%)
of the Initial Contract Price.
For the purpose of calculating early completion, The Early Completion Bonus shall not be effective should earl),
completion occur less than five (5) working days than the Project Completion Date as, per the Contract Schedule for
which Contractor is solely responsible.
The pat -ties stipulate and agree that (1) the hat-111 CMISCd to OIvner by Contractor's failure to achieve Substantial
Completion of the entire Work, oil or before said date would cause damage to Owner that the parties are incapable of
calculating and that are difficult to estimate, (2) the ascertainment of such damages would be impractical and unduly
burdensome, and would CaUSC unnecessary delay in the Work, and (1) that the arrIOUnt Of liquidated damages set out
herein is a reasonable forecast ofjust compensation to Owner,
THE LUMITED STATED WITHIN' '[*HIS CONTRACT DOCUMENTS (INCLUDING, WITHOUT umiTATION,
THE APPROVED CONSTRUCTION SCI If RULE) ARE Or T1 IF ESSENCE.
AIA Document A1011" — 2007. Copyright Q 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974 1977, 1987, 1991, 1997 and 2007 by The American
institute of Architects. All rights reserved. WARNING: This AtA' GOGURIGH It i% p(otucted by Q S Copyright Law iuid IntematiociaI 'treaties. L)nikMwnr,(,c
roprodw,tion or distrit)vtion of this AIA' or any po,li(m of it, o)ay ro.,.o0t Ir 4(",Vere CMI and crinlinAl ponalzlvs' and will be PVDSraftedtea h'
maximun, 'YMIFIII posdbk un(tqr th(, 1,I,, This document was produced by AIA software at 17 31 :21 on 0911412016 under Order No 48213301541 which expires,
on 01113512017, and is not for resale User
Notes: (I 353t,! 564C}
ARTICLE 4 CONTRACT SUM
4.1 'I'lic 0,iviier shall pay the Contractor the Contract Stan in current funds for the Contractor's Performance of the
Contract. "I'lie Contract S11111 shall be Six Hundred and Forty -Six 'I'llousluld Six I Itindred hive dollars
and 00/100. (S646,005.00), subject to additions and deduction, its provided in the Contract Documents.
4.2 'The Contract SUM is based upon (lie following alternates, if any, which are described in the ContractKcunicntsandareherebyacceptedbytheOwner:
State the nunibvrs or- other idvllt{ficotion of occeirrited (1110010ICS. IIWIV biWittg 0I'proposal (10CHtnCrIts pcalit the
Otli-ltet- to (ICCCIrt WIWr 0110010fessubsequent to the exec tition ofthis Agiveniew, carach it Sche(hile (ii'sitch other
alternates shoiriny the antomil foreach W0 III(! (fate whell thou 41111owit expires.)
See attached Exhibit " 11" - Schedule of" Accepted Alternates-.
4.3 Unit prices, if any:
identify and state the omit price; state qucuitilY litnit(ttioits, if attic, to which the unit price will be (q)pficable)
Item
Floor Slab Crack, Repair
Units and Limitations Price Per Unit ($0,00)
Linear Foot $1,70
4.4 Allowances included in the Contract Sum,
identify ullon-wice and state exclusions, it "I V, front the (Illow(mcc prier.!
Item Price
Permitting 5 14.500J)o
City Impact Fees S 5 000,00
I;Itility Impact Fees S KOWA)()
Idectrical Fees 30,000.00
TransportationransportaLiOn Impact Fees S 20,000.00
With respect to Allowances to be included in the Contract Stan, if any, Contractor represents and warrant to Owner
that said Allowances are reasonable and fair representations of the amount expected to be paid for any such
Allowance based upon fair market value within the geographic region of the project for the product, item and/or
equipment represented by said Allowance arid all services, estimated delivery time, labor, installation, profit,
quantity, quality and warranty associated with said product, item and/or equipment.
ARTICLE 5 PAYMENTS
5.1 PROGRESS PAYMENTS
5.1.1 Based upon Applications for Payment which is accompanied by all required supporting documentation
submitted to the Architect and the Owner by the Contractor and Certificates for Payment issued by the Architect and
approved by the Owner and/or the Architect, the Owiler shall make progress payments on account of the Contract
Sum to the Contractor as provided below arid elsewhere in the Contract Documents.
5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of
the month, or as follows:
51.3 Provided that a completed arid approved Application for payment is received by the Owner and the Architect
not later than the Fifteenth day of a month, the Owner shall make payment of the certified amount to the Contractor
not later than the fifteenth day of the following month after receipt of the Application for Payment by the Owner and
the Architect. If an Application for Payment is received by the Architect and the Owner after the application date
fixed above, payment shall be made by the Owner not later than thirty ( 30 ) days after the Architect and Ovi"ner
receives the Application for Payment and the Architect and/or the Owner approve it.
Federal, sittie or, I(x-al louts itto.k. requirc, pq1-tilent
5.1.4 Each Application for Payment shall be based on the Most recent Schedule of values submitted by the
Contractor in accordance with the Contract Documents and approved in writing by the Owner. 'The schedule of
values Shall allocate the entire Contract SUM among the various Portions of the Work. The schedule Of Values shall
be prepared in such form and supported by Such data to Substantiate its accuracy as the Architect and Owner may
require. This schedule, once approved by the Architect and the Owner, shall be used as a basis for reviewing
the Contractor's Applications for payment. 'Fhe initial schedule of values is attached as Lxhibit "C"
AIA Document A101 2007. Copyright 0 1915, 1918, I925, 1937, 1951, 1958. 1961, 1963 1967, 1974, 1977, 1937, 1991, 1997 and 2007 by The AmericanInit. Institute of Architects. All rights reserved. WAIMNG: Thh, AIAI Document (5 protected by U.S (,J)Pyright Law and international I'maties Urlazlthanzu'd
reproductiwi ci dltribuflwi tit thka AW Cocuawni, or ai,y porfimi of it, niay rosult in sav"a , CIM Ind criminal penaWk'%, and will be prw,(.iltmi t" t2i>
maximi"n "AeIlt pas sExia im(k=r th,,a taw This document was produced by AIA software at 17 31 21 on 0911412016 underOrderNo 482 1830 1541 which expires on 01/05'
2017, and is not for resale User Notes: 1553515640)
This Agreement entered into as of the da% and year first ii,r
OWNER (Sigmatire)
Sarah Miller, Project Manager
rltvd 11(trile oild title) WI-illted 11(lige craft fid8k to oltWPZSIJ
AIA Docunnent, A10 11" — 2007. Copyright C) 1915, 1918, 1925 1937, 1951. 195k 1961 1963, 1967, 1974, 1977, 1987, 1991, 1"7 and 2007 by The AmericanInit,
Institute of Architects. All rights resit"ed. WARNING 1ta=,i AtA' 0ocutjj(,,nt j<i ProteMod by U.S. Gopyrig Iit L,avi and, I Morriationa I TrLatir,3 kjfwut1, ()01 tra 10ordistrib'Iflot, of thri At A' Ooctjrumt, r any it qrtiolI o I it, may r(±w It in Stiveir) Gi'li I and cii nio aIprtn,r Itand vri I Ibe pr'X3(icoto(i to U't' vlaxttamirl t-'!:Qn( k,wk, t Itq I w, This document was Produced by AIA software at 17 31 21 on 0911411,016under Order No 4821830 1541 which expires
on 01!0512017, and is not for resale User
Notes:
Grant , Of The Circuit rt omptroller Seminoleerk
nst #20181y326136 Book 9253 Page:492 &(1PAGES) RCD: 1126/2018t8: 2 49 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: ADI Construction, LLC.
Address: 5407-A Porf o a Road
t
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: Parcel ID Number:
t a,r s a' q r `3 <' p r)Yt` ct'i
BY
4
f 3
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY; (Legal description of the property and street address if available)
Retail Strip Center located at 1500 S. French Ave., Sanford FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
4,817if interior buildout forprimary care Dr. office.
OWNER INFORMATION:
Name: DaVita Medical Group (DNIG) South Florida, inc. clo DaVita inc. - Legal Dept.
Address: 2000 16th Street - Denver, CO 80202
Fee Simple Title Holder (if other than owner) Name:_
CONTRACTOR:
Name: ADI Construction, LLC.
Address: 5407-A Port Royal Road - Springfield, VA 22151
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)fb), Florida Statutes.
Name: DaVita Medical Group DMG South Florida, Inc. c/o DaVita Inc. - L al Dept.
Address: 2000 1Gth Street - Denver, CO 80202
In addition to himself, Owner Designates Martin Mulroe of
ADi Construction, LLC. To receive a copy ofthe Lienor's Notice as Provided In
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified) 11/15/19
WARM T QWK& ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to thqkqst of my k o ledge and belief.
Owmrs Signature owners Printed Name ,
Florida Statute 713.13(1)(g):The owner must sign the notice of commencement and no one else may be permitted to sign in his or her steed,'
State of71I f ounq of I The
foregoing Instrumnt was acknowledged before me in V 120 by --- 4 '
1 _ Al t lv; f Who is personalty known to me 0 Name of
poison making statement OR who
has produced Identification a of Identification produced: D'z-
ALICiAANNE
GUTHNotaryPublic - StateofMotarySignatureCountyofOaklandMy
Corntro3sion Expires fiActinginthe
County of
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100009 DATE: November 15, 2018BUILDINGAPPLICATION #: 18-10000906
BUILDING PERMIT NUMBER: 18-10000906
UNIT ADDRESS: FRENCH AVE S 1500 36-19-30-512-0000-0050
TRAFFIC ZONE•022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: RAMCO USA DEV CORP
ADDRESS: C/O BRADLEY CORP P.O. BOX 2291 WINTER PARK FL 32790
LAND USE: MEDICAL OFFICE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 1500 S FRENCH AVE / MEDICAL OFFICE /
PREVIOUS RETAIL / NO FEES
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS N/A
ROADS -COLLECTORS N/A 00
FIRE RESCUE N/A 00
LIBRARY N/A 00
SCHOOLS N/A 00
PARKS N/A 00
LAW ENFORCE N/A 00
DRAINAGE N/A 00
00AMOUNTDUE .Q0
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
4
N
CITY OF
S.k40RD PERMIT APPLICATION
BUILDING DIVISION ('9S
Application No:
e^0
Documented Construction Value: $ 530,000
Job Address: 1500 S. French, Ave., Sanford, FL 32771
Parcel ID:
Historic District: YesEl NoE]
Residential El Commercial Fx —1
Type of Work: NewEl Addition El AlterationEl Repair D DemoEl Change of UseEl MoveF1 Description of Work: Interior
alteration for a new DaVita Medical Group medical office in an existing single -story, multi -tenant building. Work consists of demolition,
interior tenant fit -out, mechanical, electrical and plumbing. Minor alterations to existing exterior storefront. Plan Review Contact Person:
Renee Baker Title: _Project Leader . Phone: 248-533-5028
Fax: Email: rbakerCaliin-formstudio.corn Do I IVAIII I'
T"121{..mom PropertyOwnerInformation Joe
Street: 4333, Ste -
Catherine
Quest, Suite 400 Resident of property?: City, State Zip: Montreal,
Quebec, H3Z 1 P9 Contractor Information Name TBD
Phone: Street:
City, State Zip:
Fax:
State License No.:
Architect/
Engineer Information Name:
Kenneth R. Van
Tine - inFORM studio Phone: 248-449-3564 Street: 235 E. Main
St., Ste. 102b Fax: City, St, Zip: Northville,
MI 48167 E-mail: rbaker2in-formstudio.corn Bonding Company: Mortgage Lender.
Address: Address: WARNING TO
OWNER: YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR
AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made
to obtain a permit to do the work and installations as indicated, I certify that no work or installation has commenced prior to the issuance of
permit and that all work will be performed to meet standards ol'all law,,, regulating construction in this Jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. -100 - ` +o Or
VIBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6'11 Edition (2017) Florida Building Code
NO In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be COUlld ill the pUbliC
records of this county, and there may he additional permits required from other governmental entities Such as water management districts, state
agencies, or federal agencies. -
Acceptance of'permit is verification that t will notify the owllcr of the property of the requirements of Florida Lien Law, FS 7t3.
The City or Sanford requires payment Ora PkIll review fee at the time of permit Submittal. A copy of the executed contract is required in order to
calculate a plan review charge and witl, be considered the estimated construction value of (lie job at the time OfAlbrrliltal. The actual construction value
wilt he figured based on the current UCC Vall-41600 1'ablc in effect at the time the permit is ISSUCd, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is iSSLIC(l.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature ol'Owner/Agcrit
Print Owner/Agent's Name
Mlw Signature of Conmioor/Agcw Date
Print Contractor/Agent's Nartic
Signature of,Notary-State of Florida Date Signature of Votary -State ot'Florida Date
Owner/Agent is — Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of[D
BELOW IS FOR OFFICE USE ONLY,
Permits Required: Building D Electrical El Mechanical El PlumbingEl Gas El Roof El Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes F-1 No R #of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire
Alarm Permit: Yes [] No [] WASTE
WATER: BUILDING:
I. 4FOR RIMS
BUILDING DIVISION
PERMIT APPLICATION
9s iix - 1-1 1ApplicationNo: I
Documented Construction Value: $ 530,000
Job Address: 1500 S. French, Ave., Sanford, FL 32771
Parcel ID:
Historic District: Yes [I NoEl
Residential ElCommercial El
Type of Work: NewEl Addition El AlterationEl Repair 1:1 DemoE:1 Change of UseEl Move [:] Description of Work:
Interior alteration fora new DaVita Medical Group medical office in an existing single -story, multi -tenant building. Work consists of
demolition, interior tenant fit -out, mechanical, electrical and plumbing. Minor alterations to existing exterior storefront. Plan Review Contact
Person: Renee Baker Title: Proiect Leader Phone: 248-533-
5028 Fax: Email: rbaker(q)_in-fqn-nstudiq.com Property Owner Information
Name RAMCO USA
Development Corp. (Jacob Attias) Phone: 514-933-8400 Street: 4333, Ste -
Catherine Cluest, Suite 400 Resident of property?: City, State Zip:
Montreal, Quebec, H3Z 1 P9 Contractor Information Name
TEED Phone:
Street: City, State
Zip:
Fax. State License
No.:
Architect/Engineer Information
Name: Kenneth R.
Van Tine - inFORM studio Phone: 248-449-3564 Street: 235 E.
Main St., Ste, 102b Fax: City, St, Zip:
Northville, MI 48167 E-mail: -rbaker@in-formstudio.com Bonding Company: Address:
Mortgage Lender:
Address:
WARNING TO
OWNER,
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date: 6"' Edition (2017) Florida Building Code
NOIICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies. -
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A Copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date Signature ofContractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building El Electrical 11 Mechanical R Plumbing El Gas R Roof El
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes F1 NoF] # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes F] No n
UTILITIES: WASTE WATER:
FIRE: BUILDING:
CITY OF
Skl FOXRD
BUILDING DIVISION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 530,000
Job Address: 1500 S. French, Ave., Sanford, FL 32771 Historic District: YesF] NoD
Parcel ID: Residential 1:1 CommercialE
Type of Work: NewEl Addition El AlterationEl Repair El Demo El Change of UseE] MoveEl Description of Work:
Interior alteration for a new DaVita Medical Group medical office in an existing single -story, multi -tenant building. Work consists of
demolition, interior tenant fit -out, mechanical, electrical and plumbing. Minor alterations to existing exterior storefront. Plan Review Contact
Person: Renee Baker Title: Project Leader Phone: 248-533-
5028 Fax: Email: rbaker@in-formstudio.com A Property Owner
Informationk , L111 Name RAMCO USA
Development Corp. (Jacob Attias) Phone: 514-933-8400 Street: 4333, Ste -
Catherine Quest, Suite 400 Resident of property?: City, State Zip:
Montreal, Quebec, H3Z 1 P9 Contractor Information Name
TBD Phone:
Street: City, State
Zip:
Fax: State License
No.:
Architect/Engineer Information
Name: Kenneth R.
Van Tine - inFORM studio Phone: 248449-3564 Street: 235 E.
Main St., Ste. 102b Fax: City, St, Zip:
Northville, MI 48167 E-mail: rbakeEain-formstudio.com Bonding Company: Address:
Mortgage Lender:
Address:
WARNING TO
OWNER.
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6h Edition (2017) Florida Building Code
NQ110E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies. -
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS M.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value ofthe job at the time ofsubmittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued,
QWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature ofOwner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID - Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 0 Electrical El Mechanical [I Plumbing [I Gas 0 Roof EJ
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: YesE] NoF] # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes El
WASTE WATER:1 41-
FIRE: BUILDING:
OP
0" CITY OF
PERMIT A LICATIONSkNF0XXX-.#
IT. ISO
BUILDING DIVISION _(Ss Vb
ficatin NAppoo: Documented
Construction Value: $ 530,000 Job
Address: 1500 S. French, Ave., Sanford, FL 32771 Historic District: Yes 0 NoEl Parcel
ID: Residential F] Commercial nx Type
of Work: NewEl Addition El AlterationEl RepairEl DemoEl Change of UseEl Move El Description of Work: interior alteration for
a new DaVita Medical Group medical office in an existing single -story, multi -tenant building. Work consists of demolition, interior tenant
fit -out, mechanical, electrical and plumbing. Minor alterations to existing exterior storefront. Plan Review Contact Person: Renee Baker
Title: Project Leader Phone: 248-533-5028 Fax: Email:
rbaker@in-formstudio.com Property Owner Information Name RAMCO USA
Development Corp. (Jacob
Attias) Street: 4333, Ste -Catherine Cluest, Suite
400 City, State Zip: Montreal, Quebec, H3Z
1 P9 Phone: 514-933-8400 Resident of
property? : Contractor Information Name
TBD Phone: Street:
City, State
Zip: Fax: State
License
No.: Architect/Engineer
Information
Name: Kenneth R.
Van Tine - inFORM
studio Phone: 248-449-3564 Street: 235 E. Main St., Ste.
102b City, St, Zip. Northville, MI 48167
Bonding Company: Address: Fax: KET' E-
mail: rbaker@in-
formstudio.
com
Mortgage
Lender: Address: WARNING TO OWNER:
YOUR FAILURE
TO
RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE
THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain
a permit to do the work and installations as indicated. I certify that no work or installation has COMInCticed prior to the issuance of a permit
and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be
secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Budding Code
NQTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies. -
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713,
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date Signature ofContractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical El Mechanical F1 PlumbingEl Gas 11 Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: YesF] No #of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
Fire
Alarm Permit: Yes No WASTE
WATER: FIRE:
BUILDING:
DATE: yll
BUSINESS/PROJECT NAME:
ADDRESS: IS'aO .57
CONTACT NAME:
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
PERMIT NUMBER: lf,37a
PHONE:
FAX: 407.688.5051
PLAN REVIEW INFORMATION
CONSTRUCTION []C/O [] FIRE ALARM [] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH []TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES (N-0;
TOTAL FEES: z yo F5
CITY OFhSANFORY,
BUILDING DIVISION
PERMIT APPLICATION
Application No: I
Documented Construction Value: $ 530,000
Job Address: 1500 S. French, Ave., Sanford, FL 32771 Historic District: YesEl NoE
Parcel ID: Residential 11 Commercial nX
Type of Work: New 0 Addition El AlterationEl RepairEl DemoEl Change of UseEl MoveEl Description of Work: interior alteration
for a new DaVita Medical Group medical office in an existing single -story, multi -tenant building. Work Consists of demolition, interior
tenant fit -out, mechanical, electrical and plumbing. Minor alterations to existing exterior storefront. Plan Review Contact Person: Renee
Baker Phone: 248-533-5028 Fax:
Title: Project Leader Email: rbaker@in-
formstudio.com 4
t: Property Owner Information Name RAMCO
USA Development Corp. (
Jacob Attias) Phone: 514-933-8400 Street: 4333, Ste -Catherine Ouest,
Suite 400 City, State Zip: Montreal, Quebec,
H3Z 1 P9 Resident of property?: Contractor Information
Name TBD Phone:
Street: City,
State Zip: Fax:
State
License No.: Architect/
Engineer
Information Name: Kenneth
R. Van Tine -
inFORM studio Phone: 248-449-3564 Street: 235 E. Main St.,
Ste. 102b City, St, Zip: Northville, MI
48167 Bonding Company: Address: Fax: E-
mail: rbakerflin-
formstudio.
com
Mortgage Lender: Address: WARNING TO
OWNER: YOUR
FAILURE
TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE
BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to
obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must
be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6` Edition (2017) Florida Building Code
iNQTIC,E: In addition to the requirements of permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies. -
Acceptance of permit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance, Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature ofOwner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building El Electrical El Mechanical n Plumbing El Gas 0 Roof 0
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes F]NoE] # of Heads
APPROVALS: ZONING: C2L/ UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Fire Alarm Permit: Yes [] No n
WASTE WATER:
BUILDING:
To: City of Sanford
300 N. Park Ave., Sanford, FL 32771
Attn: Building Division
TRANSMITTAL
Date: 8.29,2018
Project: DMG Sanford
Proj. Number: 2018.2538,00
We are transmitting the following items: 0 Overnight delivery oStandard Mail C]Hand Deliver pick up in person C]
Other Which
are for: (j] Your Approval Review & Comment Your Information Approved as Noted Your
Use Distribution Your Record E) Returned for Corrections As
Requested The
information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or priveledged material. Any review, retransmission,
dissemination or other use of, or taking of, any action in reliance upon this information by persons or entities other than the intended recipient is prohibited,
If you received this in error, please contact the sender and delete the material from any computer.22 Action
Code: A. Action indicated on item transmitted. D. For signature and forwarding as noted under `Remarks'. B.
No action req'd. E. See `Remarks' below. C.
For signature and return to this office. Remarks:
For
City plan review. Please
provide receipt for plan review and application payment. Email to rbaker@in-formstudio,com. Copy
To: File Signed: Renee Baker 235
east main street, suite 102b (p) 248,449,3564 inFORM studio northville,
mi 48167 (f) 248.449.6984 www.in-formstudio.com
1)- al. , t <<r„
DETROIT
MUNICIPAL RESPONSE 01
Project DaVita Medical Group South Florida, Inc.
Northside-Sanford
1500 S. French Ave.
Sanford, FL 32771
Date,
Plans Examiners_
October 15, 2018
Joy Deen
The following is a response to review comments provided by the City of Sanford for the Permitting Plan Review for the above -
mentioned project based on comments provided by plan examiner Joy Deen on September 25, 2018. In addition, plan
revisions and associated narrative based on project scope changes and previously issued addendums are also included for
record.
Renee Baker
Project Leader
ti
1
q1i
PLAN REVIEW (JoyDwen:
ARCHITECTURAL
1 N000mmmni
STRUCTURAL
noa/x/u/ uomn|*msxe umcrmnoa rmouc|xypn a| o/ /am/ mmn oun wuooeo/*coep 000
ro|o hon|mu
RESPONSE: Florida Product Approval FU2928] shall boprovided for the exterior storefront xystemat the areas to be replaced.
Florida Product Approval FL5851.1 shall be provided for the new exterior storefront door. SHEETS:
A'2U1;and two copies ofeach Florida Product Approval for the storefront system and two copies o[the storefront door
are provided. 0 D
RESPONSE: No
details dOutside air intakes nor outside air ducts are required because the spaces are served by packaged electric heat,
direct expansion muhnpuoitswiNiokgm|nu|sideair|ouver.hmd.anddamppm. The outside air
will bnbalanced atthe unit tomeet ventilation requirements, SHEETS: Nosheet revisions. ELECTRICAL DocuMenV$heet
Sheet A411 DIMENSIONED PARTITION
PLAN
i Added
wall type notes for east
exterior wall. 2. Added transfer vents to east wall
at exterior storefront. Sheet A-601 DOOR SCHEDULE, NOTES &DETAILS
1 Revised door 107.Ahardware per owner
direction. 2. Added door hardware set 15per owner direction.
3. Revised door comments for doors |07.Aand 124.
B, Sheet P1O1 FLUURPLAN—SAN[TARY&VENT 1 Revised location of3^
vent Nroof as indicated. Sheet P411
FLOOR PLAN — WATER & GAS PIPING 1 Added keynote P'
141 \ucoffee maker zindicated. 2 Added water
line for future beverage dispenser znindicated,
Sheet P-131 ROOF PLAN - PLUMBING
1. Indicated that rooftop units are provided and installed by landlord for clarity.
2. Revised plan to shoW unused landlord provided rooftop unit as indicated for clarity.
Sheet P-501 PLUMBING DETAILS & SCHEDULES
1. Revised Plumbing Fixture Connection Schedule as indicated.
2. Revised Plumbing Fixture Schedule — Lavatory/Sink as indicated.
3. Revised Plumbing Fixture Schedule --Water Closet/Urinal as indicated.
Sheet M-101 FLOOR PLAN - HVAC
1. Master thermostat relocated to Admin Office from Care Manager Office as indicated.
Sheet M-111 ROOF PLAN - HVAC
1. Indicated that rooftop units are provided and installed by landlord for clarity.
2. Revised plan to shoW unused landlord provided rooftop unit as indicated for clarity.
Sheet M-601 SCHEDULES
1. Indicated that rooftop units are provided and installed by landlord for clarity.
Sheet E-111 FLOOR PLAN — POWER & TELECOM
1. Circuited receptacles in Care Manager Office not circuited previously_
2. Relocated receptacles in Lounge.
Sheet E-141 ROOF PLAN — ELECTRICAL HVAC
1. Revised plan to include unused rooftop unit provided by landlord.
2. Indicated that rooftop unit is provided and installed by landlord and is not connected to
electrical service for clarity.
Documen Sheet Revision_- ADDENDUM B
Sheet P-131 ROOF PLAN - PLUMBING
3. Rooftop Unit 4 has been removed.
Sheet M-111 ROOF PLAN - HVAC
1. Rooftop Unit 4 has been removed.
Sheet M-601 SCHEDULES
2. Revised Rooftop Unit schedule to reflect Landlord unit changes.
3. Removed RTU-4 from schedule.
Sheet E-141 ROOF PLAN — ELECTRICAL HVAC
1. Rooftop Unit 4 has been removed.
Sheet E-601 SCHEDULES AND DIAGRAMS
1. Revised RTU-1, 2, & 3 ampacities and trip size.
END OF RESPONSE
Revision 0-- City of Sanford
Response to Comments 0 Building & Fire Prevention Division
REPh: 407.688.5150 Fax: 407.688.5152IONEmail: building@sanfordfl.gov
Permit # Submittal Date
Project Address:
Contact:
Ph:
Email:
Trades encompassed in revision:
ending
Plumbing
Electrical
EY-M, echanical
11 Life Safety
El Waste Water
Fax:
General description of revision:
ROUTING INFORMATION
Department Approvals
El Utilities
El Waste Water
El Planning
El Engineering
11 Fire Prevention
El Building
COMcheck Software Version 4.1.0.0
Interior Lighting Compliance Certificate
owl,
AProjectInformation ;
Energy Code:
Project Title:
Project Type:
Construction Site:
1500 S, French Ave.
Sanford, FL 32771
Additional Efficiency Package(s)
2017 Florida Building Code, Energy Conservation No 82104
DMG-Northside-Sanford (2010504-801)
New Construction o" S'TATE OF
Owner/Agent: Designer/Contractor.,',of2oo
Sarah Miller Stephen Kelley
c/o DaVita Healthcare Partners, Inc. inFORM Studio
2000 16th Street 235 E. Main St.
Denver, CO 80202 Suite 102b
Northville, OR 48167
218-390-3342
skelley@in-formstudio,com
Reduced interior lighting power, Requirements are implicitly enforced within interior lighting allowance calculations.
Allowed Interior Lighting Power
A
Area Category
B C D
Floor Area Allowed Allowed Watts
ft2) Watts 1 ft2 (B X C)
1-Health Care -Clinic 4817 0.81 3902
Proposed Interior Lighting Power
A
Fixture ID : Description / Lamp / Wattage Per Lamp I Ballast
Total Allowed Watts = 3902
B C D E
Lamps/ # of Fixture (C X D)
Fixture Fixtures Watt.
1-Health Gr,-Clinic
Fixture B: B: LED Panel 33W: 1 24 29 696
Fixture B(E): B(E): LED Panel 33W: 1 9 29 261
Fixture C: C: LED Panel 44W: 1 18 44 792
Fixture C(E): C(E): LED Panel 44W: 1 1 44 44
Fixture E: E: Other: 1JFFICE 18 11 198
Fixture E(E): E(E): Other: 1 9 11 99
Fixture H: H: LED Linear 17W: 1 4 18 70
Fixture J1 8: J18: LED Undercabinet Unit 8W: 1 2 8 16
Fixture J24: J24: LED Undercabinet Unit 12W: 1 1 12 12
Fixture J32: J32: LED Undercabinet Unit 17.1 W: 1 17 16 272
Total Proposed Watts = 2460
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been
designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4,1,0.0 and to comply
with any applicable mandatory requirements listed in the Inspection Checklist.
PERMIT
Project Title: DMG-Northside-Sanford (2010504-801) Report date: 08/29/18
Data filename: R:\Current\2018.2538.00-DMG - Northside, Sanford, FL\09_mep\COMcheck\2538 Electrical Page 1 of 8
COMcheck.cck
Stephen Kelley, Director of EleL, En
Name - Title Si4ii-ature Date
Project Title: DM(2010504-801) Report date: 08/29/18
Data filename: R:\Curnenu2Ul8]538.O0_DmG'worthgde,Sanford, pu09_mepxCOMchecN2538Electrical Page 2nf 8 0Mchecx.
cck
A COMcheck Software Version 4.1.0.0
Exterior Lighting Compliance Certificate
R.
Project Information
Energy Code: 2017 Florida Building Code, Energy Conservation No 82104
Project Title: DMG - Northside-Sanford (2010504-801)
Project Type: S. ZNewConstruction
TATOF SEExteriorLighting
Zone 2 (Neighborhood business district) Construction Site:
1500 S.
French Ave, Owner/Agent:
Designer/Contra Sarah Miller
Stephen Kelley Sanford, FL
32771 c/o DaVita Healthcare Partners, Inc. inFORM Studio 2000 16th
Street 235 E. Main St. Denver, CO
80202 Suite 102b Northville, OR
48167 218-390-
3342 skelley@in-formstudio.
com Allowed Exterior
Lighting Power A B
C D E Area/Surface
Category Quantity Allowed Tradable Allowed Watts Watts / Unit
Wattage (B X C) Entry canopy
557 ft2 0.25 Yes 139 Other door (
not main ent!y) 6 ft of door 20 Yes 120 Total Tradable
Watts (a) = 259 Total Allowed
Watts = 259 Total Allowed
Supplemental Watts (b) = 600 a) Wattage
tradeoffs are only allowed between tradable areas/surfaces. b) A
supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior
Lighting Power A B
C D E Fixture ID :
Description / Lamp I Wattage Per Lamp / Ballast Lamps/ of Fixture C X D) Fixture Fixtures
Waft. Entry canoov (
557 fl:2: Tradabl W attage FixtureR:
R: Other: 1 5 12 60 Other door (
npA main entry) (6 ft of door widtb): Tradable Wattage Fixtrue N(
E) - DMG: N(E): Other: 1 2 30 60 Total Tradable
Proposed Watts = 120 Exterior Lighting
Compliance Statement Compliance Statement:
The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and
other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to
meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.1.0.0 and to comply with any
applicable mandatory requirements listed in the Inspection Checklist. Stephen Kelley,
Director of Elec. Eng. AA th'flle Name - Title
Si atur Cratd Project Title:
DMG-Northside-Sanford (2010504-801) Report date: 08/29/18 Data filename:
R:\Current\2018.2538,00-DMG - Northside, Sanford, FL\09-mep\COMcheck\2538 Electrical Page 3 of 8 COMcheck.cck
COMcheck Software Version 4.1.0.0
Inspection ChecklistN w U w m 0.m mU
Energy Code: 2(]17 Florida Building Code, Energy Conservation
Requirements: I00.096 were addressed directly in the C0Mchecksoftvvare
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Plan Review Coll"plile!1 Commonts/Assumpttons
C405.6 Plans, specifications, and/or Mcomplies Requirement will be met,
PR1711 calculations provide all information DDoes Not
with which compliance can be ONot ObservabledeterminedfortheelectricalsystemsONotApplicableandequipmentanddocumentwhere
exceptions are claimed. Provisions are
made for metering individual tenant
units. Feeder connectors (for feeder
and branch circuits) sized in
accordance with approved plans with
maximum drop of 5% voltage drop
C103.2 Plans, specifications, and/or ElComplies Requirement will be met.
PR4]1 calculations provide all information E]Does Not
with which compliance can be Not ObservabledeterminedfortheinteriorlightingE]Not Applicableandelectricalsystemsandequipment
and document where exceptions to
the standard are claimed, Information
provided should include interior
lighting power calculations, wattage of
bulbs and ballasts, transformers and
control devices.
C103.2 Plans, specifications, and/or ElComplies Requirement will be met.
PR811 calculations provide all information DDoes Not
with which compliance can be C]Not ObservabledeterminedfortheexteriorlightingONotApplicableandelectricalsystemsandequipment
and document where exceptions to
the standard are claimed. information
provided should include exterior
lighting power calculations, wattage of
bulbs and ballasts, transformers and
control devices.
C406 Plans, specifications, and/or OComplies Requirement will be met.
PR911 calculations provide all information 13Does Not
with which compliance can be E]Not Observabledeterminedfortheadditionalenergy
Not Applicableefficiencypackageoptions.
AdditionalComments/Assumptions:
1 :High Impact (Tier 1) 2 1 Medium Impact( ie ct (Tier 3)
Project Title: Dm (2010504-801) Report date: 08/29/18
Data filename: R:Y[unent\20zO,25J8,VV_DMG'worthside'Sanford, puO9_mepVCOMcUeck\25]OBectrica| Page 4 of 8
comcheckzck
Section
A.e_tpj 7_L
C405.2.1
LCOM
Lighting controls installed to uniformly ElComplies Requirement will be met.
EL15]1 reduce the lighting load by at least Does Not
ONot Applicable
C40521 Occupancy sensors installed in ElComplies Exception. Automatic -on controls are allowed in corridors,
EL1811 required spaces. 0Does Not stairways, restrooms, primary building entrance areas and
ONot Observable lobbies, and areas where manual -on controls could impactE]Not Applicable safety or security.
C405,2A, Independent lighting controls installed DComplies Requirement will be met.
C405.2,2. per approved lighting plans and all E]Does Not
3
EL2312
manual controls readily accessible and
visible to occupants. F Not Observable
E]Not Applicable
C405.2.2. Automatic controls to shut off all OComplies Requirement will be met.
I building lighting installed in all E]Does Not
EL2212 buildings, E]Not Observable
6405.2.3 Daylight zones provided with OComplies Requirement will be met.
EL1612 individual controls that control the E]Does Not
lights independent of general area E]Not Observablelighting.
Not Applicable
C405.2.3, Primary sidelighted areas are ElComplies Requirement will be met.
C405.2.3, equipped with required lighting E]Does Not
1, controls. ONot Observable
C405.2.3, Enclosed spaces with daylight area ElComplies Exception: Requirement does not apply.
C4052.3. under skylights and rooftop monitors ODoes Not
1, are equipped with required lighting 7Not ObservableC405Z3. controls,
C405.24 Separate lighting control devices for ElComplies Requirement will be met.
EL411 specific uses installed per approved ODoes Not
lighting plans, ONot Observable
ONot Applicable
C4052,4 Additional interior lighting power ElComplies Requirement will be met.
EL8J1 allowed for special functions per the Does Not
approved lighting plans and is Not Observableautomaticallycontrolledand
separated from general lighting. E]Not Applicable
C405Z5 Automatic lighting controls for exterior ElComplies Requirement will be met.
EL25]n,,,, lighting installed. Controls will be F]Does Not
daylight controlled, set based on E]Not Observablebusinessoperationtime -of -day, or E]Not Applicablereduceconnectedlighting > 30%.
C4053 Exit signs do not exceed 5 watts per OComplies Requirement will be met.
EL611 face. Does Not
Not Observable
ONot Applicable
AdditiowaUCommmmewts/Asswmmptions:
1 'High Impact(Tierl) 7i,,,Mecii m Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: DmG_Nurth$de-Sanfnr (2010504-801) Report date: 08/2918
Data filename: n:\Curnent\2Vl8.25}8.0O_DMG'worthgde.Sanford, pKO9_mep\C0Mcheck\25]8E|ec,rica| page 5of 8
OMcheckccu
J_ Hg Tpact (Tier-i) —7 'Nedium Impact (Tier 2) _! 3 Low impact (Tier 3)
Project Title: D (2010504-801) Report date: 08/2918
Data ' me: n:\Cunenu7Ol875]8.0O_DMG'NorthsiUe.Sanford, p4U9_mepVCOmcheck\25]OBectrica| page 6of 8
Final Inspection Complies? Comments/Assumptions
C3033, Furnished O&M instructions for OComplies Requirement will be met.
C40825, systems and equipment to the E]Does Not
2
FI1713
building owner or designated
representative. E]Not Observable
ONot Applicable
C405.41 Interior installed lamp and fixture Ocomplies See the Interior Lighting fixture schedule for values.
FI 1811 lighting power is consistent with what ODoes Not
is shown on the approved lighting E]Not Observable
plans, demonstrating proposed watts E]Not Applicablearelessthanorequaltoallowed
C4W51 Exterior lighting power is consistent OComplies See the Exterior Lighting fixture schedule for values.
FI19]] with what is shown on the approved E]Does Not
lighting plans, demonstrating E]Not ObservableproposedwattsarelessthanorequalONotApplicabletoallowedwatts.
C408.2,5. Furnished as -built drawings for Elcomplies Requirement will be met.
1 electric power systems within 90 days E]Does Not
F111613 of system acceptance. ONot Observable
C408.3 Lighting systems have been tested to ElComplies Requirement will be met.
F13311 ensure proper calibration, adjustment, DDoes Not
programming, and operation. E]Not Observable
ONot Applicable
Additional Comments/Assumptions:
1 i High Impact (Tier 1) Iecli m Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: (2010504-801) Report date: 08/29/18
Data filename: R:\[vrrenuZOln.2538.00_nMG-morthy|de,Sanford, r4O9_mepVCOmcheck\2558Bectrica| page 7nr 8
Project Title: DIVIG_e mo sid anr 0lO5V4Vl) Report : 00/ 9/l8
Data filename: n:\Cunenu2VzO.25]8.0O_DmG worthside,Sanford, puO9_mepVCOMcheck\25]DBectrica| page 8of 8
CVmcheckzck
COMcheck Software Version 4.0.8.2
Mechanical Compliance Certificate
Project Information
Energy Code:
Project Title:
Location:
Climate Zone:
Project Type:
Construction Site:
2017 Florida Building Code, Energy Conservation
Sanford, Florida
2a
New Construction
Owner/Agent:
Additional Efficiency Package(s)
Unspecified
Mechanical Systems List
Quantity System Type & Description
1 HVAC System 1 (Single Zone):
Single Package Heat Pump
Heating Mode: Capacity = 28 kBtu/h,
Proposed Efficiency = 8.00 HSPF, Required Efficiency = 8.00 HSPF
Cooling Mode: Capacity = 43 k6tu/h,
Proposed Efficiency = 16.00 SEER, Required Efficiency: 14.00 SEER
Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) Passes
Designer/Con tractor:
OFFICE
Fans:
FAN 1 Supply, Constant Volume, 1780 CFM, 0.8 motor nameplate hp, 0,8 fan efficiency grade
HVAC System 2 (Single Zone):
Single Package Heat Pump
Heating Mode: Capacity = 16 kBtu/h,
Proposed Efficiency = 8,00 HSPF, Required Efficiency = 8.00 HSPF
Cooling Mode: Capacity = 34 kStu/h,
Proposed Efficiency = 16.00 SEER, Required Efficiency: 14.00 SEER
Fan System: FAN SYSTEM 2 -- Compliance (Motor nameplate HP method): Passes
Fans:
FAN 2 Supply, Constant Volume, 1350 CFM, 0.5 motor nameplate hp, 0.8 fan efficiency grade
HVAC System 3 (Single Zone):
Single Package Heat Pump
Heating Mode: Capacity = 20 kBtu/h,
Proposed Efficiency = 8.00 HSPF, Required Efficiency = 8.00 HSPF
Cooling Mode: Capacity = 31 kBtu/h,
Proposed Efficiency = 16.00 SEER, Required Efficiency: 14.00 SEER
Fan System: FAN SYSTEM 3 -- Compliance (Motor nameplate HP method) : Passes
Fans:
FAN 3 Supply, Constant Volume, 1400 CFM, 0.5 motor nameplate hp, 0.8 fan efficiency grade
Water Heater 1:
Electric Storage Water Heater, Capacity: 80 gallons w/ Circulation Pump
Proposed Efficiency: 0.95 EF, Required Efficiency: 0.82 EF
PERMIT # If, -? 7,2 L I
Project Title: Report date: 08/28/18
Data filename: R:\Current\2018.2538.00—DMG - Northside, Sanford, FL\09—mep\COMcheck\2538.00 - NorthsidE Page 1 of 14
Sanford (Mech).cck
Mechanical Compliance Statement
Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been
designed to meet the 2017 Florida Building Code, Energy ConserVation requirements in COMcheck Version 4.0.8,2 and to comply
with any applicable mandatory requirements listed in the Ins ion c is
Name - Title Sign6tuW Date
Project Title: Report date: 08/28/I8
Data filename: R:\Cu,nynt\20182538.00_DMG-wurthside Sanford, FL\09-mep\COMcheck\2538.00 - NorthsidE Page 2of 14
COMcheck Software Version 4.0.8.2
k 0=N N° Inspection N.N@
Energy Code: 20T7Florida Building Code, Energy Conservation Requirements:
97.096were addressed directly inthe [OK4check software Text in the "
Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user
certifies that a code requirement will be met and how that is documented, or that an exception is being c|
aimed. Where compliance is itemized in a separate table, a reference tothat table is provided. PI Review C103,2
Plans, specifications,
and/or ElComplies Requirement will be met. PR211 calculations provide all
information Does Not with which compliance can
be E]Not Observable determined for the mechanicalsystemsandequipmentand
Not Applicable document where exceptions to
the standard are claimed. Load
calculations per acceptable engineering
standards and C103,
2 Plans, specifications,
and/or DComplies Requirement will be met. PR311 calculations provide all
information DDoes Not with which compliance can
be E]Not Observable determined for the servicewaterONotApplicableheatingsystemsandequipmentanddocumentwhereexceptionsto
the standard are claimed. Hot
water system sized per manufacturer'
s sizing guide, C405.6
Plans, specifications,
and/or Dcomplies PR1711 calculations provide all
information ElDoes Not with which compliance can
be E]Not Observable determined for the electricalsystemsE]Not Applicable and equipment and documentwhereexceptionsareclaimed. Provisions
are made for metering individual
tenant units, Feeder connectors (for
feeder and branch circuits) sized
in accordance with approved plans
with maximum drop of 5%
voltage drop C406 Plans, specifications, and/
or OComplies PR911 calculations provide all
information E]Does Not with which compliance can
be Not Observable determined for the additionalenergyONotApplicableefficiencypackageoptions. AdditiomaUCmmmmwemts/Aaeummptions: 1 High
Impact- (Ml --
li- Medium Impact (Tier 2) Tier 3) projec Title: Report date:
V8/28/z8 Data filename: R:\Curen,\
2OlV.25]8.nO_DMG-Nurthside.Sanford, ruV9_mep\[Omchock\2538.00'mort»siVe page 3cK Iu Sanfnrd(mech).crk
Snow/ice melting system sensors for []Complies Requirement will bemet.
future connection to controls. Freeze ODoes Not
protection L]NntOhsewab|econtrolsinstalled.
wntxppUcab|e
Additional Comments/Assumptions:
pmjec Title: Report date: 08/28/18
Data filename: x:\[unenu2Ul875]n.0O_nmG-wurthside.Sanford, puV9_mepxCOMc^ecm25]8.O0'morthsiUe Page 4of za
Sannoni<MecNzcx
Section
Plumbing Rough In tospection Compiles3' Comments/Assumptions
Rec1Li.-
404.5, Heated water supply piping conforms Complies Requirement will be met.
C404.5.1, to pipe length and volume Does Not
C404.5.2
PL6]
requirements. Refer to section details. Not Observable
Not Applicable
C404.5, Heated water supply piping conforms Complies Requirement will be met. _
µ __. _ - ,fl
C404.5.2, to pipe length and volume Does Not
C404.5.2
PL613
requirements. Refer to section details. Not Observable
Not Applicable
C404.5 Heated water supply piping conforms Complies Requirement will be met.
C404.5.1, to pipe length and volume Does Not
C404.5.2
PL613
requirements. Refer to section details. Not Observable
Not Applicable
C404.5, Heated water supply piping conforms Complies Requirement will be met
C404.5.1, to pipe length and volume Does Not
C404.5.2
PL613 Not
requirements. Refer to section details. Observable
Not Applicable
C404.6.1, Automatic time switches installed to Complies Requirement will be met.
C404.6.2 automatically switch off the Does Not
PL311 recirculating hot-water system or heat Not Observabletrace.
Not Applicable
C404.6.3 Pumps that circulate water between a Complies Requirement will be met.
PL7]3 heater and storage tank have controls Does Not
that limit operation from startup to Not Observable5minutesafterendofheating
Not Applicablecycle.
C404,6.3 Pumps that circulate water between a Complies eqRuirement will be met.
PL713 ' heater and storage tank have controls Does Not
that limit operation from startup to Not Observable5minutesafterendofheatingNotApplicablecycle.
C404.6.3 Pumps that circulate water between a Complies Requirement will be met.
PL7]3 heater and storage tank have controls Does Not
that limit operation from startup to Not Observable5minutesafterendofheatingNotApplicablecycle.
C404.6.3 Pumps that circulate water between a Complies Requirement will be met.
PL7]3 heater and storage tank have controls Does Not
that limit operation from startup to Not Observable5minutesafterendofheating
Not Applicablecycle.
G404.7 Water distribution system that pumps Complies Requirement will be met.
PL813 water from a heated -water supply Does Not
pipe back to the heated -water source Not Observablethroughacold -water supply pipe is a
Not Applicabledemandrecirculationwatersystem.
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold -water piping to
104°F. f
1 High Impact (Tier 1) 2Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Report date: 08/28/18
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Sanford (Mech).cck
FISection I
Plumbing Rough in Inspection I Complies? Contments/Assumptions C404.
7 Water distribution system that pumps Elcomplies Requirement will be met, PL813
water from a heated -water supply ODoes Not pipe
back to the heated -water source F Not Observable throughacold -water supply pipe is a EINot Applicable demandrecirculationwatersystem, Pumps
within this system have controls
that start the pump upon receiving
a signal from the action of a user
of a fixture or appliance and limits
the temperature of the water entering
the cold -water piping to 10
4 'F. 6404.
T Water distribution system that pumps ElComplies Requirement will be met. PL813
water from a heated -water supply E]Does Not pipe
back to the heated -water source Not Observable throughacold -water supply pipe is a ONot Applicable demandrecirculationwatersystem. Pumps
within this system have controls
that start the pump upon receiving
a signal from the action of a user
of a fixture or appliance and limits
the temperature of the water entering
the cold -water piping to 1041
F. C404.
i Water distribution system that pumps OComplies Requirement will be met. PL813
water from a heated -water supply ODoes Not pipe
back to the heated -water source ONot Observable throughacold -water supply pipe is a ONot Applicable demandrecirculationwatersystem. Pumps
within this system have controls
that start the pump upon receiving
a signal from the action of a user
of a fixture or appliance and limits
the temperature of the water entering
the cold -water piping to 104°
F. Additional
Comments/Assumptions: I
Nigh I
Impact
I - (
Tier
1} 2 Medium Impact (Tier . .. ... ... 11,
1111- j [
Low Impact (tier 3) Project
Title: Report date: 08/28/18 Data
filename: R:\Current\2018.2538.00-DMG - Northside, Sanford, FL\09-mep\COMcheck\2538.00 - Northside Page 6 of 14 Sanford (
Mech).cck
C402Z6 Thermally ineffective panel surfaces of Complies Requirement will be met,
ME4113 sensible heating panels have E]Does Not
Not Observable
ONot Applicable
64-03Z9. HVAC ducts and plenums insulated ElComplies Requirement will be met.
1.1 and sealed according to Florida 0Does Not
ME6012 Section C403.2.9, Table C403.2.9.1. Not Observable
ONot Applicable
C4012A All ducts, air handlers, filter boxes, OComplies Requirement will be met.
2 building cavities, mechanical closets E]Does Not
ME7911 and enclosed support platforms that Not ObservableformtheprimaryaircontainmentONotApplicablepassagewaysforairdistribution
systems are constructed and erected
in accordance with Table C403.2.9.2
and with Chapter 6 of the Florida
Building Code, Mechanical. Ducts are
be constructed, braced, reinforced
and installed to provide structural
strength and durability, All transverse
joints, longitudinal seams and fitting
connections are securely fastened in
accordance with the applicable
standards of this section
C4012A Duct insulation is protected from OComplies Requirement will be met.
1.2 damage but not limited to the DDoes Not
MESOJ following: 1. Insulation exposed to ONot ObservableweatherissuitableforoutdoorE]Not Applicableservice. Cellular foam insulation is
protected or painted with a coating
that is water retardant and provides
shielding from solar radiation. 2.
Insulation covering cooling ducts
located outside the conditioned space
is vapor retardant located outside the
insulation, all penetrations and joints
of which shall be sealed.
C40.2A Additional insulation with vapor OComplies Requirement will be met.
1.3 barrier is provided where the E]Does Not
WHIP minimum duct insulation requirements E]Not ObservableofSectionC403.2.9,1.1 are
determined to be insufficient to ONot Applicable
64-03.2,13 Unenclosed spaces that are heated OComplies Requirement will be met.
ME7112 use only radiant heat. ODoes Not
ONot Observable
Not Applicable
Not Observable
ONot Applicable
C403.2.9. Ducts, air handlers, filter boxes, ElComplies Requirement will be met.
3 building cavities, mechanical closets E]Does Not
tME1012 and enclosed support platforms that ONot ObservableformtheprimaryaircontainmentONotApplicablepassagewaysforairdistribution
systems are sealed in accordance with
the applicable criteria of this section
and Table C403.2.9.2.
111 --- I-1-1-11-1-11- , - _:_ :__ ' ' , - - - - __ - -- --- ---
FL( ----------- ----- - ---- 1 High Impact (Tier 1) ]Meci-ium impact (Tier 2) 3 ow Impact (Tier 3)
projec Title: Report date: OV/2848
Datafitename: n:\Cw,rent\ZOl82538,OO_DmG-wurthside.Sanford, check\2538,00 mnrthside page 7or 14
Sannord(necN.cck
S , ertlon
Mechanical Rough -In Inspection compliesi Comments/Assumptteas
C4012.9. Cavities in framed spaces are not OComplies Requirement will be met.
4 used to deliver air from or return air to E]Does Not
ME78]2 the conditioning system unless they FINot ObservablecontainanairductinsertwhichisONotApplicableinsulatedinaccordancewithSection
C403.2.9.1 and constructed and
sealed in accordance with the
requirements of Section C403.2.9.2
appropriate for the duct materials
used.
C4012.9: Air distribution systems are sized and ElComplies Requirement will be met.
5 designed in accordance with E]Does Not
ME7612 recognized engineering standards, Not ObservableRefertosectiondetails. ONot Applicable
C_4_0372.9_. Air -handling units not installed in ElComplies Requirement will be met.
6 attics of commercial buildings. ODoes Not
ME77]2 ONot Observable
Not
C408.2Z Air system balancing accomplished in ElComplies Requirement will be met,
1 a manner to first minimize throttling E]Does Not
ME53]3 losses, then for fans with fan system E]Not Observablepowergreaterthan1hp, fan speeds ONot Applicableshallbeadjustedtomeetdesignflow
conditions, Balancing procedures shall
be in accordance with NEBB
Procedural Standards, the AABC,
National Standards, or equivalent
procedures.
C403.2.6.
W
Demand control ventilation provided ElComplies Requirement will be met.
1 for spaces >500 ft2 and >25 E]Does Not
ME5911 people/1000 ft2 occupant density and E]Not ObservableservedbysystemswithairsideONotApplicableeconomizer, auto modulating outside
air damper control, or design airflow
3,000 cfm.
C403IZ6 Enclosed parking garage ventilation ElComplies Requirement will be met.
2 has automatic contaminant detection E]Does Not
ME11513 and capacity to stage or modulate ONot Observabledtfansto50% or less of design capacity. E]Not Applicable
C403.2.7 Exhaust air energy recovery on ElComplies Requirement will be met.
ME5711 systems meeting Table C403.2.7(1) Does Not
and C403.2.7(2).
ONot Observable
E]Not Applicable
C4012.8 Kitchen exhaust systems comply with DComplies Requirement will be met.
ME11613 replacement air and conditioned Does Not
supply air limitations, and satisfy hood E]Not ObservableratingrequirementsandmaximumE]Not Applicableexhaustratecriteria.
64_037474,M_u_1t_ip_1e zone _V_A-Vsystems with DDC_E_1_Co-m pl-i-e-s----,---,E--x-c-,e--pt—io-,n-:--Re—quire—men--t—do-*e's not ap_p_1y_.'____'__'_
6 of individual zone boxes have static ElDoes Not
ME11013 pressure setpoint reset controls. F]Not Observable
See the Mechanical Systems list for values,
E]Not Applicable
64_03,4.4_.M_u1_flp_1e_ zone VAV systems with DDC - Requirement'will be met.
6 of individual zone boxes have static Does Not
ME11013 pressure setpoint reset controls, E]Not Observable
See the Mechanical Systems list for values.
ONot Applicable
e iurn Impact (TierIHighImpact (Tier 1) ow Impact (Tier 3)
Project Title: Report date: 08/28/18
Data filename: R:\Current\2018.2538.00-DMG - Northside, Sanford, FL\09-mep\COMcheck\2538.00 - Northside Page 8 of 14
Sanford (Mech).cck
mechantical Rough -in ifispiec,illti"ii'llitillillill!o!!!iiiiiillllll"n'l'llliI Compiles? Comments/AssumptionsL&RegJ 1, —
C403,4.4. Multiple zone VAV systems with DDC OComplies Requirement will be met.
6 of individual zone boxes have static
ME11013 pressure setpoint reset controls.
E]Does Not
See the Mechanical Systems list for values. ONot Observable
E]Not Applicable
I have means for air balancing. DDoes Not
E]Not Observable
E]Not Applicable
C4015.1, coolers or walk-in freezers served by E]Does Not
C403.51 remote compressors and remote E]Not ObservableME123131condensersnotlocatedina
condensing unit, have fan -powered ONot Applicable
condensers that comply with Sections
C403.5.1 and refrigeration compressor
systems that comply with C403.5.2..
Additional Comments/Assumptions:
1 High Impact (Tier 1) Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)
prujec Title: Report date: 08/28/I8
Data filename: R:\Cvnent\2Ol8.l538.00_nmG'morthside.Sanford, puV9_mepVCnmchecu25]8.UO'Northside page 9o[ 14
Sanfun1(Mech).czx
I Section Final inspection Complies` Comments/Assun ptions
Fx ite ii3
iC303.3, Furnished O&M manuals for HVAC Complies Requirement will be met.
jC408.2.5. systems within 90 days of system Does Not
3 acceptance. Not ObservableF18)3 ONot Applicable
C403.2A. Minimum one humidity control device OComplies Requirement will be met.
2.4 per installed []Does Not
FI56]3 humidification/dehumidification ONot Observablesystem. Controls prevent
simultaneous operation of Not Applicable
humidification and dehumidification
equipment.
C403.2.4, Minimum one humidity control device []Complies Requirement will be met
2.4 per installed []Does Not
FI56]3 humidification/dehumidification Not Observablesystem. Controls prevent
simultaneous operation of E]Not Applicable
humidification and dehumidification
equipment. _
C403.2.4. `Minimum one humidity control device Complies Requirement will be met.
2.4 per installed Does Not
FI56]3 humidification/dehumidification Not Observablesystem. Controls prevent
simultaneous operation of ONot Applicable
humidification and dehumidification
equipment.
C403.2.1 HVAC systems and equipment design Complies Requirement will be met.
FI50[3 loads calculated in accordance with Does Not
ANSI/ASHRAE/ACCA Standard 183 or Not ObservableACCAManualNorbyanapproved
equivalent computational procedure. ONot Applicable
Design loads shall be attached to the
code compliance form submitted to
the building department when the
building is permitted or, in the event
the mechanical permit is obtained at a
later time, the sizing calculation shall
be submitted with the application for
the mechanical permit.
C403.2.2 HVAC systems and equipment Complies Requirement will be met_ -
m
F12713 capacity does not exceed calculated Does Not
loads. Not Observable
ONot Applicable
C403.2.4. Heating and cooling to each zone is Complies Requirement will be met.
1 controlled by a thermostat control. []Does Not
F14713 Minimum one humidity control device
per installed QNot Observable
humidification/dehumidification Not Applicable
system._
C4O3.2.4. eHeating and cooling to each zone is Complies Requirement will be metal
m-m
1 controlled by a thermostat control. Does Not
F14713 Minimum one humidity control device
per installed Not Observable
humidification/dehumidification Not Applicable
system.
C403.2.4. Heating and cooling to each zone is Complies Requirement will be met.
1 controlled by a thermostat control. Does Not
F1471-1 Minimum one humidity control device
per installed []Not Observable
humidification/dehumidification Not Applicable
system.
1 High Impact (Tier 1) 2Medium Impact (Tier 2) 3 ILow Impact (Tier 3)
Project Title: Report date: 08/28/18
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Sanford (Mech).cck
Section
Final inspection C0 piles? Comments/Assompticros
C403.2.4. Heat pump controls prevent Complies Requirement will be met.
1.1 supplemental electric resistance heat Does Not
F142]3 from coming on when not needed. Not Observable
Not Applicable
G403.2.4. Heat pump controls prevent Complies Requirement will be met.
1.1 supplemental electric resistance heat Does Not
F142]3 ' from coming on when not needed. Not Observable
Not Applicable
C403.2.4. Heat pump controls prevent Complies Requirement will be met.
1.1 supplemental electric resistance heat E]Does Not
F142]3 from coming on when not needed. Not Observable
E]Not Applicable
C403.2.4, Thermostatic controls have a 5 °F Complies Requirement will be met.
1.2 deadband. Does Not
F138]3 Not Observable
Not Applicable
C403.2.4, Temperature controls have setpoint ~OComplies Requirement will be met
1.3 overlap restrictions. Does Not
F120]3
Not Observable
Not Applicable
G403.2.4. Each zone equipped with setback Complies Requirement will be met.
2 controls using automatic time clock or Does Not
F139]3 programmable control system. Not Observable
Not Applicable
C404.12.2 Public lavatory facilities equipped with Complies Requirement will be met.
FI53]3 outlet devices which limit the flow of Does Not
hot water to a maximum of 0.5 gpm or Not Observableareequippedwithself -closing valves Not Applicablethatlimitdeliverytoapercycle
maximum of 0,25 gallons of hot water
for recirculating systems and to a
maximum of 0.50 gallons for non -
recirculating systems.
C404.12.2 Public lavatory water temperature Complies Requirement will be met.
FI57]3 110°F. Does Not
Nat Observable
Not Applicable
C404.12.1 Showers used for non -safety reasons Complies Requirement will be met.
FI52]3 equipped with flow control devices to Does Not
limit the water discharge to a Not Observablemaximumof2.5 gpm per shower
Not Applicablehead. Flow restricting inserts used as
a component part of a showerhead
are mechanically retained at the point
of manufacture
C40&2.2 Construction documents require that a ClComplies Requirement will be met.
FI54]3 written balance report be provided to DDoes Not j
the building owner or rep for HVAC Not Observablesystemsservingzoneswithtotal
Not Applicableconditionarea > 5,000 sgft. Air
distribution systems shall be tested,
adjusted, and balanced by a licensed
engineer or certified company.
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Report date: 08/28/18
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Sanford (Mech),cck
Section
Final InspectionComplies? Comments/Assumptions
Re Jo
C403.2.4. Automatic Controls: Setback to 55°F Complies Requirement will be met.
2.1, heat) and 85°F (cool); 7-day dock, 2- Does Not
C403.2.4.. hour occupant override, 10-hour ONot Observable2.2
F140]3
backup Not Applicable
C403.2.4. Systems include optimum start OComplies
Y
i
Requirement will be met.
2.3 controls. Does Not
FI41]3 Not Observable
Not Applicable
C403.2.4<. Systems include optimum start Complies Requirement will be met.
2.3 controls. Does Not
F141]3 Not Observable
ONot Applicable
6403.2.4; Systems include optimum start Complies Requirement will be met.
2.3 controls. ODoes Not
F141]3 ONot Observable
Not Applicable
6404.3 Heat traps installed on supply and Complies Requirement will be met.
FI11]3 discharge piping of non -circulating Does Not
systems. Not Observable
Not Applicable
C404.4 All piping insulated in accordance with OComplies Requirement will be met.
I`125]4 section details and Table C403.2.10. Does Not
Not Observable
Applicable
G404.6.1 Controls are installed that limit the
ONot
OComplies Requirement will be met.
F[12]3 operation of a recirculation pump Does Not
installed to maintain temperature of a ONot Observablestoragetank. System return pipe is a ONot Applicablededicatedreturnpipeoracoldwater
supply pipe.
C408.2.1 Commissioning plan developed by OComplies Requirement will be met.
F128I1 registered design professional or Does Not
approved agency. Not Observable
Not Applicable
C408.2.3. HVAC equipment has been tested to Complies Requirement will be met.
m
1 ensure proper operation. ODoes Not
F13111 Not Observable
Not Applicable
C408.2.3. HVAC control systems have been
r—_ -------
OComplies Requirement will be met.
2 tested to ensure proper operation, Does Not
F11011 calibration and adjustment of controls. ONot Observable
Not Applicable
C408.2.4 Preliminary commissioning report OComplies Requirement will be met.
F12911 completed and certified by registered Does Not
design professional or approved Not Observable
agency. Nat Applicable
C408.2.5, Furnished HVAC as -built drawings OComplies Requirement will be met.
1 submitted within 90 days of system Does Not
F17]3 acceptance. Nat Observable
ONot Applicable
1 High Impact (Tier 1) 2 Medium Impact (Tier 2} 3 Low Impact (Tier 3)
Project Title: Report date: 08/28/18
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Sanford (Mech).cck
C^OOIl An air and/or hydronic system LCump|ies Requirement will bemet.
balancing report isprovided for nvA[ LJDoesNot R43)
1 systems. Not
Observable Not
Applicable C408.
2.5. Final commissioning report due to LJ[omp|ies Requirement will he met. 4
building owner within 9Odays of Does Not p13811 receipt
orcertificate ufoccupancy. mutObsemaWe wo,App|
icmb|e Add0tionaUCmmmmwents/Assumptiona:
I High
Impact (Ti edium Impact (Tiei ow Impact (Tier 3) Project Title:
Report date: 08/28118 Data filename: [
tVCvnenu20I8,25]8,00_owG'wortxsige. Sanford, p[09_mep\C0wcxecN2538.00'NortxgUe page I]or 14 Sanfon1(Meck)
zck
Project Title` Report date: O8/28/I8
Data filename: n:\[unnnt\2Ol82538,OU_omG'NortxsiUe^Sanford, FuV9_mepVC0wchecN25l8.UO-Northsid* page 14o, 14
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
fo _
C0
f
41(
PLAN REVIEW COMMENT
Date: November 13, 2018 Project: Renovation
Contact Person: Renee Baker
Contact Phone Number:
Job Address: 1500 S. French Avenue
Application Number: 18-3728
Contact E-mail: rbakera in-formstudio.com Contact Fax Number: ARCHITECTURAL
1.
Need tenant improvement contractor. 2.
Need land -load improvement contractor. STRUCTURAL
1.
No comments. MECHANICAL
1.
No comments. PLUMBING
1.
No comments. ELECTRICAL
1.
No comments. Please
direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You
may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully,
Joy
Deen, Plans Examiner
M
inFORM
s t u d I o
LY
TRANSMITTAL
To: City of Sanford Date: 11.05.2018
300 N. Park Ave., Sanford, FL 32771 J
Project: DIVIG Sanford
Attn: Building Division, Joy Deen '
A
Proj. Number: 2018,2538,00
We are transmitting the following items: [] Overnight delivery E]Standard Mail [] Hand Deliver [] pick upin person
171 Other
Which are for: H) Your Approval 0 Review & Comment El Your information Approved as Noted
C] Your Use El Distribution El Your Record El Returned for Corrections
EI As Requested
Copies Date Description* E Action Code
5 11,02.18 Construction Documents - PLAN REVISION / BULLETIN 01
The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or priveledged material. Any review,
retransmission, dissemination or other use of, or taking of, any action in reliance upon this information by persons or entities other than the intended recipient is
prohibited. If you received this in error, please contact the sender and delete the material from any computer.22
Action Code: A. Action indicated on item transmitted, D. For signature and forwarding as noted under'Remarks'.
B. No action req'd. E. See 'Remarks' below.
C. For signature and return to this office.
Remarks:
Submitted for plan revision
Copy To: File Signed: Renee Baker
235 east main street, suite 102b
northville, ml 46167
p) 248.449,3564
f) 248,449.6984
inFORM studio
www.in-formstudio.com
ro
inFORM
s t u d I o 235 east rnain st , sty 1021)
northvM, rwCht9,',v) 48167
www . i n -to rt-n s I u (Ito, com
DETROIT
PLAN REVISION
Project. DaVita Medical Group South Florida, Inc.
Northside-Sanford
1500 S. French Ave,
Sanford, FL 32771
Date: November 5, 2018
Plans Examiners. Joy Deen
The following details plan revisions for the above named project permitted with the City of Sanford. The drawings have been
revised to reflect a change to the mechanical unit structural reinforcing. Please feel free to contact us with any questions.
Renee Baker
Project Leader
e
REVISIONS 0THE CONSTRUCTION DOCUMENTS: Sheet
80.01 STRUCTURAL COVER SHEET 1 .
Provided structural support details, design loads and notes. Sheet
G1IU EXISTING ROOF FRAMING PLAN 1 .
Provided structural steel framing information. END
DFPLAN REVISION
INSPECTION SEQUENCE
BP# 18-3728
ADDRESS: 1500 S. French Avenue
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Sternwall
10 Slab / Mono Slab
Lintel / Tie Beam / Fill Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
20 Frame
30 Insulation Rough
Firewall Screw Pattern
40 Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —
1000 Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
Min Max
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
10 Electric Rough
Pre -Power Final
Temporary Pole
1000 Electric Final
Min
111,
Max
55,
Inspection Description
Rough Plumb
10 Plumbing Underground
20 Plumbing 2 "d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
0 Plumbing Final
Min Max Inspection Description
10 Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
1000 Mechanical Final
REVISED: June 2014
kNFORD
11 Y Of'
Sj
BUILDING DIVISION
pjii - IT APl'I.IC,ATION
Application No:
r ;
Documented Construction Value: S__ '
Job Address: i, _ . > ..', `.'._ _.
v._. Historic District: Xeso No
Parcel ID: _. , s = 1 : C }., > . _ Residential [I Commercial
Type of Warp.: New El AdditionEl Alteration Repair® Demo E] Change of Ilse E] Move E] kn
Description
of Work: Plan
Review Contact Person jra,,.,w Phone: `
Fax: , Email:_- ~. f J t Property
0 ner lufaymat'tt rt , p Nance
4,\ ._ Phone: Street:
Resident of property? City,
State Gip: r- .. C )
ntra ur lnfortnationt Nance ,
l Inc ne: P
Street: _ _
Fax: State
License No i: City, State lip: kr. ._ Name:
Street:
City,
St, Gip:.. Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
Mortgage
Lender: Address:
WARNING
TOOWNER: YOUR FAILURE TO RECORD A NO'riCE OI-'COMMI:NCI MLN'r MAY RF-SULT tN YOUR PAYING t'
11'1 T FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE. OF COMMENCE.MEN`I' MUST BE. RECORDED DAND POSTED
ON THL JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CONSUI'I' WITH YOUR LENUER
OR AN AT t`ORNFY BEFORE REIC'ORDING YOUR NOTICE, OF COMMFNCE:MENT Application is hereby
nw& to obtain a pertltit to do the work and itlstnllationi as indickiled. I certify allot 110 Work 01- 7t131itlkWOII htl C0111111cil(ed phor to the ksuant':
of a herllul and that all wart: will he pc fOrnwd to nice( standards of nil laws regulating construction in this juh-Oictiliil. I understand that a separate
permit must be secured for electrical work, plumbing, signs, '.dells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. {
FA
NQ=: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713,
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature ofOwner/Agent Date SigniklyMo(Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature ofNotary-State of Florida Date Signaturvot'Notary-State of Flor I
AWN BERCUISTFF242406
2014
0,ndod 1A#`nuQh_-
Owner/Agent is Personally Known to Me or COII—erso nally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] Electrica[E] MechanicaIE] Plumbing® Gas® Roof]
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes [I No D of Heads
I--,— Fire Alarm Permit: Yes n NoE]
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: June 30, 2015 Permit Application
01? C 0ITY•F
X AlMdw-1
BUILDING DIVISION
PERMIT APPLICATION
Application No: — 3i 2'6 -
Documented Construction Value: a-70 00
job Address: t 5 C) Q Historic District: YesEl No[] Parcel
ID: Residential El commercial Type
of Work: New P"AdditionEl Alteration El RepairEl DemoEl Change of Use D Move D Description of Work: —
XL11 fe, r ' r at e'-A Plan Review Contact
Person: Phone: Fax: Name
Street: City,
State
Zip:
Email: Property Owner
Information
Phone: Title: Resident
of
property?.
Contractor Information - Name &
Aa 1:
aJLA,,-) — -Y- C, Phone: Street: 1 '2- :
3 -3 L City, State Zip:
C) c L-J z Name:
Street: City,
St,
Zip:
Bonding Company: Address:
Fax: State
License
No.:
I - C :- I S Architect/Engineer Information
Phone: FAX: E-
mail:
MortgageLender:
Address: WARNING
TO OWNER:
YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT'MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR
AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made
to obtain a permit to do , the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating constructionin this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. CID
FBC 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date: 60'Edition (2017) Florida Building Code
NQT—IQ In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance ofpermit is verification that I Will notify the owner ofthe property of the requirements ofFlorida Lien Low, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time ofsubmittal. The actual construction value
will be figured based on the current ICC ValuationTable in effect at the time the permit is issued, in accordance with local ordinan cie. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT. I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zo
A
I t z "
Signature of Owner/Agent Date Signature of Contractor/Agent Date
4— lowioc 15Lnllb
Print Owner/Agent's Name PrintContractor/Agent's Name
B A'\NTL - F 1796 8
Signature of No State of Florida Date Signature of 16'AfFuh6ws %19E)(PpV61 February tiota', V,,bVC underw6to($ Bonded Thru
Owner/Agent is Personally Known to Me or Contractor/Agent is — Person own to Me or
Produced ID Type of ID Produced ID — Type of 11)1" —
X—n
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building D Electrical F] Mechanical 0 Plumbing El Gas D Roof El
Construction Type: Occupancy Use:
Total Sq Ft ofBldg: Min. Occupancy Load:
Flood Zone:
of Stories..•
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinlder Permit: Yes E]NoE] # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes E] No [I
WASTEWATER -
BUILDING:
Ads
antum
AD|Construction ufVirginia, LLC S4O7'
uPort Royal Road Springfield, Virginia
32151 Bid Department,
Phonc(407)-
203-3388 1337North Pine
Hills Rd Fax:(866)'G58'1364 OdandoF| 328O8 E-
mail: ONce@quantume|ectricMzom Contract: $78,986.
00 also includes... 1.
Fire Alarm &
Nurse Call does NOT include...
wiring. | Te|:(7D3)
750-
39lI Fax: (7O3)75O'2103 Emai|:etimz¢inQ&yadig/mm 5ubiect: DAVITANDRTHS|DESANFORD'
FLORIDA Reference: Quantum Electric
Bid Quotation 0[-18204[ 8,0.18, October 02, 2018
Quantum Electric is
pleased to provide a Quotation for the Electrical work for DAVITA NORTHSIDE SANFORD, 1500 S. French Ave. Sanford,
FL3377lasper the following Scope. VVeare ioreceipt ofDrawings Dated O8/39/IO'EfK)l'E- OOZ'E'OU3'ED-101'E'1Ol'
E'111'['l21'E-l]l'E-l41'E-SU1.E'Slland E'60l. VVeare inknowledge ofaddcndums A&8 Our Base 8i Thousand Four Hundred and Ninety
Do||an.)
without the exceptions take below with VVeretheabemnatephoestobeacceptedtbebasebidxvnu|dincreasebythe accepted sum. Alternative Prices: Fire Alarm
System: $13,495.00 (
Tax and
Markup induded).
Intercom system: $6,088.00 (Tax and Markup |ndudc6).kdff|
Voime/Data/CAJVcable drops: $13,665.45 (Tax and Markup
induded),EKl Inclusions: Electrical Demolition. Install Lighting Fixtures and 8IVISprovided byowner asshown ondrawings,
Provide
and install
occupancy sensors asshown ondrawings. Provide and install receptacles, switches and J-
boxes as shown on drawings. (Branch circuits included).
Provide and install data, TV receptacles and telephone outlets boxes with 10 feet conduits and
pull line to accessible ceiling. Provide and install boxes with lOfeet conduits tnaccessible oe|knghnthennostat.tempen$ureundhumidhy sensors. (Sensors
provided
and installed byothers) Provide and install Electrical Panels asshown ondrawings. Power for equipments onroof.
Install lighting contactor asshown ondrawings. Provide
and install under -slab conduits tonearest wall asshown
ondrawings, Provide and install
outlets boxes with 10 feet conduits
and pull line to accessible ceiling for FA, Nurse Call and Intercom
equipments. Fire Alarm System, (Relays tobreak power 10door strikes are included)
CITY OF
SjkNFORD PERMIT APPLICATION
2 A BUILDING DIVISION
Application No:
Documented Construction Value: $
Job Address: \
c oi VA(I vHistoric District: Parcel
ID: Residential ElCommercial [P Type
of Work: New [] Addition 0, Alteration [I Repair n DemoEl Change of UseEl MoveEl Description of Work: Plan
Review Contact Person:
0-, t jCQ Title: ry-) t "I T iL
A() 1A - LQ1AC)I c) V- - (0 Phone: Fax4: - Cc, ms;CEail: Ck Property OwnerInformation Name
Phone: Street: Resident
of property?
City, State Zip: Contractor
Information Name\ Phone:
tk) vk - '
I Street.-(&L Fax: LL)
City, State Zip: State
License No.0 -L Architect/Eginer Information Name-,
Phone: Street: Fax:
City, St,
Zip: E-
mail: Bonding Company: Mortgage Lender:
Address: Address: WARNING TO
OWNER. YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR
AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made
to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code
j F: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time ofsubmittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature ofOwner/Agent
Print Owner/Agent's Name
Date Signature ofContractor/Agent Date
R
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature ofNotary -State Fl i
Owner/Agent is Personally Known to Me or Contractor/Agent is .
Produced ID Type of ID Produced ID T
BELOW IS FOR. OFFICE USE ONLY
DEBORA t RGGERS
Notary Public - State at Florida
Commission P GG 045096
Nty Comm. x fires Nuv 14, 2020
VWAQU6y%PAa1 Notary Assn.
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone;
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Thursday, November 15, 2018
Fleichel Plumbing, Inc,
Attn: Mike Lavoie
Phone: 407-656-7073
RE. DMG Northside - Sanford (FL) - MM-FL-002
1500 S. French Ave
Sanford, FL 32771
Dear Mr. Lavoie,
Attached is the Subcontract Agreement for the above referenced project.
ELECTRONIC SIGNATURE
All ADI Subcontracts are signed and approved electronically. No hard copies are to be sent through mail. Please review
and electronically sign within (5) days ofreceipt. After applying your signature, your Subcontract is sent back to ADI for
approval. You will receive a fully executed copy after ADI has received and reviewed your signed Subcontract.
If you need assistance with the Electronic Signature or would like detailed instructions how to E-Sign, please email
support@adige.com.
Please be advised that you must not perform any subcontract work until we have received the signed subcontract
form. This includes any preliminary contract work, such as testing or measuring.
If we do not receive the signed subcontract form within five (5) days after receipt, as noted above, we reserve the right
to award the work to another subcontractor. Please note that an executed Subcontract Agreement must be in our
possession before payment will be issued on the above referenced project.
Sincerely,
ADI Construction, LLC
Martin Mulroe
Project Manager
J
V7y droe
0
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
ADI Construction, LLC Project # MM-FL-002
THIS DOCUMENTHAS IMPORTANT LEGAL CONSEQUENCES; CONSULTA77ON WITH ANA YTORNEY IS ENCOU94GED WITHRESPFCT TO
ITS COMPLETION OR MODINCA TION. AGREEMENT
made as of the 15th day of November, 2018 BETWEEN
the Contractor: ADI
Construction, LLC 5407-
A Port Roval Road Snrinfield.
VA 22151 and
the Subcontractor: Heichel
Plumbing, Itne, 647
Business Park Boulevard Winter
Garden. FL 34787 The
Contractor has made a contract for construction dated 11/11/2018 With
the Owner: DaVita
Medical GrouD South Florida. Inc. c/o DaVita Inc. - Le al Dept. 2099
l6tjqeet Denver,
CO 80202 For
the following Project: DMG
Northside - Sanford (FL) 1500
S. French Ave Sanford.
FL 3277 which
Contract is hereinafter referred to as the Prime Contract and which provides for the furnishing of labor, materials, equipment and
services in connection with the construction of the Project. A copy of the Prime Contract, consisting of the Agreement between Owner
and Contractor (from which compensation amounts may be deleted) and the other Contract Documents enumerated therein has been
made available to the Subcontractor, The
Architect for the Project is: inFORM
Studio 235
E. Main Street Suite 102b Nol:
Lvi flle ,M1 48167 The
Contractor and the Subcontractor agree as follows: ARTICLE
I THE SUBCONTRACT DOCUMENTS 1.
1 The Subcontract Documents consist of (1) this Agreement; (2) the Prime Contract, consisting of the Agreement between the Owner
and Contractor and the other Contract Documents enumerated therein; (3) Modifications issued subsequent to the execution of the
Agreement between the Owner and Contractor, whether before or after the execution of this Agreement, (4) other documents listed ADI
Construction, LLC 5407-
A Port Royal Rd. Springfield VA. 22151 Ph:
703.750.3911 FX: 703.750.2103 2
in Article 16 of this Agreement; and (5) Modifications to this Subcontract issued after execution of this Agreement. These form the
Subcontract, and are as fully a part of the Subcontract as if attached to this Agreement or repeated herein. The Subcontract represents
the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either
written or oral. An enumeration of the Subcontract Documents, other than Modifications issued subsequent to the execution of this
Agreement, appears in Article 16,
1.2 Except to the extent of a conflict with a specific term or condition contained in the Subcontract Documents, the General
Conditions governing this Subcontract shall be the edition of ATA Document A201, General Conditions of the Contract for
Construction, current as of the date of this Agreement.
1.3 The Subcontract may be amended or modified only by a Modification. The Subcontract Documents shall not be construed to
create a contractual relationship of any kind (1) between the Architect and the Subcontractor, (2) between the Owner and the
Subcontractor, or (3) between any persons or entities other than the Contractor and Subcontractor.
1.4 The Subcontractor shall be furnished copies of the Subcontract Documents upon request, but the Contractor may charge the
Subcontractor for the reasonable cost of reproduction.
ARTICLE 2 MUTUAL RIGHTS AND RESPONSIBILITIES
2.1 The Contractor and Subcontractor shall be mutually bound by the terms of this Agreement and, to the extent that the provisions
of the edition of AIA Document A201 current as of the date of this Agreement apply to this Agreement pursuant to Paragraph 1.2 and
provisions of the Prime Contract apply to the Work of the Subcontractor, the Contractor shall assume toward the Subcontractor all
obligations and responsibilities that the Owner, under such documents, assumes toward the Contractor, and the Subcontractor shall
assume toward the Contractor all obligations and responsibilities which the Contractor, under such documents, assumes toward the
Owner and the Architect. The Contractor shall have the benefit of all rights, remedies and redress against the Subcontractor which the
Owner, under such documents, has against the Contractor, and the Subcontractor shall have the benefit of all rights, remedies and
redress against the Contractor which the Contractor, under such documents, has against the Owner, insofar as applicable to this
Subcontract. Where a provision of such documents is inconsistent with a provision of this Agreement, this Agreement shall govern.
2.2 The Contractor may require the Subcontractor to enter into agreements with Sub -subcontractors performing portions of the
Work of this Subcontract by which the Subcontractor and the Sub -subcontractor are mutually bound, to the extent of the Work to be
performed by the Sub -subcontractor, assuming toward each other all obligations and responsibilities which the Contractor and
Subcontractor assume toward each other and having the benefit of all rights, remedies and redress each against the other which the
Contractor and Subcontractor have by virtue ofthe provisions of this Agreement.
ARTICLE 3 CONTRACTOR
3.1 SERVICES PROVIDED BY THE CONTRACTOR
3.1.1 The Contractor shall cooperate with the Subcontractor in scheduling and performing the Contractor's Work to avoid conflicts
or interference in the Subcontractor's Work and shall expedite written responses to submittals made by the Subcontractor in accordance
with Paragraph 4.1 and Article S. As soon as practicable after execution of this Agreement, the Contractor shall provide the
Subcontractor copies of the Contractor's construction schedule and schedule of submittals, together with such additional scheduling
details as will enable the Subcontractor to plan and perform the Subcontractor's Work properly. The Subcontractor shall be notified
promptly ofsubsequent changes in the construction and submittal schedules and additional scheduling details.
3.1.2 The Contractor shall provide suitable areas for storage of the Subcontractor's materials and equipment during the course of the
Work. Additional costs to the Subcontractor resulting from relocation of such facilities at the direction of the Contractor, except as
previously agreed upon, shall be reimbursed by the Contractor.
3.1.3 Except as provided in Article 14, the Contractor's equipment will be available to the Subcontractor only at the Contractor's
discretion and on mutually satisfactory terms.
3.2 COMMUNICATIONS
3.2.1 The Contractor shall promptly make available to the Subcontractor information, including information received from the
Owner, which affects this Subcontract and which becomes available to the Contractor subsequent to execution of this Subcontract.
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
3.2.2 The Contractor shall not give instructions or orders directly to the Subcontractor's employees or to the Subcontractor's
Sub -subcontractors or material suppliers unless such persons are designated as authorized representatives ofthe Subcontractor.
3.2.3 The Contractor shall permit the Subcontractor to request directly from the Architect information regarding the percentages of
completion and the amount certified on account of Work done by the Subcontractor.
3.2.4 If hazardous substances ofa type ofwhich an employer is required by law to notify its employees are being used on the site by
the Contractor, a subcontractor or anyone directly or indirectly employed by them (other than the Subcontractor), the Contractor shall,
prior to harmful exposure of the Subcontractor's employees to such substance, give written notice of the chemical composition thereof
to the Subcontractor in sufficient detail and time to permit the Subcontractor's compliance with such laws.
3.2.5 The Contractor shall furnish to the Subcontractor within 30 days after receipt of a written request, or earlier if so required by
law, information necessary and relevant for the Subcontractor to evaluate, give notice of or enforce mechanic's lien rights. Such
information shall include a correct statement of the record legal title to the property, usually referred to as the site, on which the Project
is located and the Owner's interest therein.
3.2.6 If the Contractor asserts or defends a claim against the Owner which relates to the Work of the Subcontractor, the Contractor
shall make available to the Subcontractor information relating to that portion of the claim -which relates to the Work of the
Subcontractor.
3.3 CLAIMS BV THE CONTRACTOR
3.3.1 Liquidated damages for delay, if provided for in Paragraph 9.3 of this Agreement, shall be assessed against the Subcontractor
only to the extent caused by the Subcontractor or any person or entity for whose acts the Subcontractor may be liable, and in no case
for delays or causes arising outside the scope of this Subcontract,
3.3.2 The Contractor's claims for services or materials provided by the Subcontractor shall require:
1 three days prior written notice, except in an emergency
2 written compilations to the Subcontractor of services and materials provided and charges for such services and materials
no later than the fifteenth day of the following month.
3.4 CONTRACTOR'S REMEDIES
3.4.1 If the Subcontractor defaults or neglects to carry out the Work in accordance with this Agreement and fails within three
working days after receipt of written notice from the Contractor to commence and continue correction of such default or neglect with
diligence and promptness, the Contractor may and without prejudice to any other remedy the Contractor may have, make good such
deficiencies and may deduct the reasonable cost thereof from the payments then or thereafter due the Subcontractor.
ARTICLE 4 SUBCONTRACTOR
4.1 EXECUTION AND PROGRESS OF THE WORK
4.1.1 The Subcontractor shall supervise and direct the Subcontractor's Work, and shall cooperate with the Contractor in scheduling
and performing the Subcontractor's Work to avoid conflict, delay in or interference with the Work of the Contractor, other
subcontractors or the Owner's own forces.
4.1.2 The Subcontractor shalt promptly submit Shop Drawings, Product Data, Samples and similar submittals required by the
Subcontract Documents with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the
Contractor or other subcontractors,
4.1.3 The Subcontractor shall submit to the Contractor a schedule of values allocated to the various parts of the Work of this
Subcontract, aggregating the Subcontract Sum, made out in such detail as the Contractor and the Subcontractor may agree upon or as
required by the Owner, and supported by such evidence as the Contractor may require. In applying for payment, the Subcontractor
shall submit statements based upon this schedule.
4.1.4 The Subcontractor shall furnish to the Contractor periodic progress reports on the Work of this Subcontract as mutually
agreed, including information on the status of materials and equipment which may be in the course of preparation, manufacture or
transit,
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
4.1.5 The Subcontractor agrees that the Contractor and the Architect will each have the authority to reject Work of the
Subcontractor which does not conform to the Prime Contract. The Architect's decisions on matters relating to aesthetic effect shall be
final and binding on the Subcontractor if consistent with the intent expressed in the Prime Contract.
4.1.6 The Subcontractor shall pay for all materials, equipment and labor used in connection with the performance of this Subcontract
through the period covered by previous payments received from the Contractor, and shall furnish satisfactory evidence, when requested
by the Contractor, to verify compliance with the above requirements.
4.1.7 The Subcontractor shall take necessary precautions to properly protect the Work of other subcontractors from damage caused
by operations under this Subcontract,
4.1.8 The Subcontractor shall cooperate with the Contractor, other subcontractors and the Owner's own forces whose Work might
interfere with the Subcontractor's Work. The Subcontractor shall participate in the preparation of coordinated drawings in areas of
congestion, if required by the Prime Contract, specifically noting and advising the Contractor of potential conflicts between the Work
of the Subcontractor and that of the Contractor, other subcontractors or the Owner's own forces.
4.2 LAWS, PERMITS, FEES AND NOTICES
4.2.1 The Subcontractor shall give notices and comply with laws, ordinances, rules, regulations and orders of public authorities
bearing on performance of the Work of this Subcontract. The Subcontractor shall secure and pay for permits and governmental fees,
licenses and inspections necessary for proper execution and completion of the Subcontractor's Work, the furnishing of which is
required of the Contractor by the Prime Contract.
4.2.2 The Subcontractor shall comply with Federal, state and local tax laws, social security acts, unemployment compensation acts
and workers' compensation acts, and all other laws, ordinances, rules and regulations, insofar as applicable to the performance of this
Subcontract,
4.3 SAFETY PRECAUTIONS AND PROCEDURES
4.3.1 The Subcontractor shall take reasonable safety precautions with respect to performance of this Subcontract, shall comply with
safety measures initiated by the Contractor and with applicable laws, ordinances, rules, regulations and orders of public authorities for
the safety of persons and property in accordance with the requirements of the Prime Contract. The Subcontractor shall report to the
Contractor within three days of an injury to an employee or agent of the Subcontractor which occurred at the site.
4.3.2 If hazardous substances ofa type of which an employer is required by law to notify its employees are being used on the site by
the Subcontractor, the Subcontractor's Sub -subcontractors or anyone directly or indirectly employed by them, the Subcontractor shall,
prior to harmful exposure of any employees on the site to such substance, give written notice of the chemical composition thereof to
the Contractor in sufficient detail and time to permit compliance with such laws by the Contractor, other subcontractors and other
employers on the site.
4-33 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material
or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Subcontractor,
the Subcontractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to the
Contractor in writing. When the material or substance has been rendered harmless, the Subcontractor's Work in the affected area shalt
resume upon written agreement of the Contractor and the Subcontractor. The Subcontract Time shall be extended appropriately and
the Subcontract Sum shall be increased in the amount of the Subcontractor's reasonable additional costs of demobilization, delay and
remobilization, which adjustments shall be accomplished as provided in Article 5 ofthis Agreement.
4.3.4 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Subcontractor, the Subcontractor's
Sub -subcontractors, and agents and employees of any of them from and against claims, damages, losses and expenses, including but
not limited to attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material or
substance presents the risk of bodily injury or death as described in Subparagraph 4.3.3 and has not been rendered harmless, provided
that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of
tangible property (other than the Work itself) including loss of use resulting therefrom and provided that such damage, loss or expense
is not due to the sole negligence of a party seeking indemnity.
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
4.4 CLEANING UP
4.4.1 The Subcontractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused
by operations performed under this Subcontract. The Subcontractor shall not be held responsible for unclean Conditions caused by
other contractors or subcontractors,
4.4.2 As provided under Subparagraph 3.4.1, if the Subcontractor fails to clean up as provided in the Subcontract Documents, the
Contractor may charge the Subcontractor for the Subcontractor's appropriate share ofthe cleanup costs.
4.5 WARRANTY
4.5.1 The Subcontractor warrants to the Owner, Architect and Contractor that materials and equipment furnished under this
Subcontract will be of good quality and new unless otherwise required or permitted by the Subcontract Documents, that the Work of
this Subcontract will be free from defects not inherent in the quality required or permitted, and that the Work will conform to the
requirements of the Subcontract Documents. Work not conforming to these requirements, including substitutions not properly
approved and authorized, may be considered defective. The Subcontractor's warranty excludes remedy for damage or defect caused by
abuse, modifications not executed by the Subcontractor, improper or insufficient maintenance, improper operation, or normal wear and
tear under normal usage. This warranty shall be in addition to and not in limitation of any other warranty or remedy required by law or
by the Subcontract Documents.
4.6 INDEMNIFICATION
4.6.1 To the fullest extent permitted by law, the Subcontractor shall indemnify and hold harmless the Owner, Contractor, Architect,
Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but
not limited to attorneys' fees, arising out of or resulting from performance of the Subcontractor's Work under this Subcontract,
provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or
destruction of tangible property (other than the Work itself), regardless of whether or not such claim, damage, loss or expense is
caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce other
rights or obligations of indemnity which would otherwise exist as to a party or person described in this Paragraph 4.6.
4.6.2 In claims against any person or entity indemnified under this Paragraph 4.6 by an employee of the Subcontractor, the
Subcontractor's Sub -subcontractors, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the
indemnification obligation under Subparagraph 4.6.1 shall not be limited by a limitation on the amount or type of damages,
compensation or benefits payable by or for the Subcontractor or the Subcontractor's Sub -subcontractors under workers' compensation
acts, disability benefit acts or other employee benefit acts.
4.7 REMEDIES FOR NONPAYMENT
4.7.1 If the Contractor does not pay the Subcontractor through no fault of the Subcontractor, within seven days from the time
payment should be made as provided in this Agreement, the Subcontractor may, without prejudice to any other available remedies,
upon seven additional days' written notice to the Contractor, stop the Work of this Subcontract until payment of the amount owing has
been received. The Subcontract Sum shall, by appropriate adjustment, be increased by the amount of the Subcontractor's reasonable
costs of demobilization, delay and remobilization.
ARTICLE 5 CHANGES IN THE WORK
5.1 The Owner may make changes in the Work by issuing Modifications to the Prime Contract. Upon receipt of such a Modification
issued subsequent to the execution of the Subcontract Agreement, the Contractor shall promptly notify the Subcontractor of the
Modification. Unless otherwise directed by the Contractor, the Subcontractor shall not thereafter order materials or perform Work
which would be inconsistent with the changes made by the Modifications to the Prime Contract.
5.2 The Subcontractor may be ordered in writing by the Contractor, without invalidating this Subcontract, to make changes in the
Work within the general scope of this Subcontract consisting of additions, deletions or other revisions, including those required by
Modifications to the Prime Contract issued subsequent to the execution of this Agreement, the Subcontract Sum and the Subcontract
Time being adjusted accordingly. The Subcontractor, prior to the commencement of such changed or revised Work, shall submit
promptly to the Contractor written copies of a claim for adjustment to the Subcontract Sum and Subcontract Time for such revised
Work in a manner consistent with requirements of the Subcontract Documents.
ADD Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703,750.3911 FX: 703.750.2103
5.3 The Subcontractor shall make all claims promptly to the Contractor for additional cost, extensions of time and damages for
delays or other causes in accordance with the Subcontract Documents. A claim which will affect or become a part of a claim which the
Contractor is required to make Linder the Prime Contract within a specified time period or in a specified manner shall be made in
sufficient time to permit the Contractor to satisfy the requirements of the Prime Contract. Such claims shall be received by the
Contractor not less than two working days preceding the time by which the Contractor's claim must be made. Failure of the
Subcontractor to make such a timely claim shall bind the Subcontractor to the same consequences as those to which the Contractor is
bound.
ARTICLE 6 MEDIATION AND ARBITRATION
6.1 MEDIATION
6.1.1 Any claim arising out of or related to this Subcontract, except claims as otherwise provided in Subparagraph 4.1.5 and except
those waived in this Subcontract, shall be subject to mediation as a condition precedent to afbitfation-or the institution of legal or
equitable proceedings by either party.
6.1.2 The parties shall endeavor to resolve their claims by mediation which, unless the parties mutually agree otherwise, shall be in
accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect. Request for
mediation shall be filed in writing with the other party to this Subcontract and the American Arbitration Association. Th request -may
mediation shall proceed in advance of afbitratieff-ef
legal or equitable proceedings, which shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed
for a longer period by agreement of the parties or court order.
6.1.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the
Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as
settlement agreements in any court having jurisdiction thereof.
6.2 ARBITRATION
6.2.1
rhos st, s13af1 be meet —to fies strati- eadeavof-to--fes- putes-by
diation M aecor-dawe ffl+h + -preo-visfeft
6.2.2 Claims tie resolved -arbitration
aceefdanee-with-the, Construetien Industry Arbilfafien Rules of th - A—:— 4--fien Asseetafieft urren+1a
atbii— .1 Ile filed-iri-x6fing-with the party-te4his Subeentfaet andtierishaI fi— A
sha,H-be .
6.2.3 A-deman"F - e limits s ime Gentraet-as-appkal)le;
arLd-in other eases, -A-ithiri a Ieasonable-time-after- the elaim has arise inadetutier3 of
legal-eF-eghitable Ir eeedirigs-based en sue-h elafra would bebaffed by t]
6.2.4
sing out ofof -relating te the Subeorttmet -'--all inellude, by
f1Er-a6t under- A4.,h .10.1-5-S,-1-5
seslperse a 'i- k,, pesenee ef sueh7
complete Ls4elie -aeeofded the-intefest of fesp—sib .... j ef —1. pe.w. ---T in ina—f S-net qehiteet,-
the Arehi teeVs efflipleyee, the Axehiteetls-eansultaftt, of an empk-yee-ef e
h an add+ itMo.— F—Sens rlaw
in afFf -eotirt hexing Juhsdiefion4hereef, 6.2.
5 trust-assert-ift-the-demand-aR 6.2.
6 Judgmen emFinal Awar-d =Flze award rendered-by-the-arbitrttter-et=ar4itfater--shall• be final; arid-judgment--may-be-entered ARTICLE 7
TERMINATION, SUSPENSION OR ASSIGNMENT OF THE SUBCONTRACT ADI Construction,
LLC 5407-A
Port Royal Rd. Springfield VA. 22151 Ph: 703.
750.3911 FX: 703.750.2103
7.1 TERMINATION BY THE SUBCONTRACTOR
7.1.1 The Subcontractor may terminate the Subcontract for the same reasons and under the same circumstances and procedures with
respect to the Contractor as the Contractor may terminate with respect to the Contractor as the Contractor may terminate with respect
to the Owner under the Prime Contract, or for nonpayment of amounts due under this Subcontract for 60 days or longer. In the event
of such termination by the Subcontractor for any reason which is not the fault of the Subcontractor, Sub -subcontractors or their agents
or employees or other persons performing portions of the Work under contract with the Subcontractor, the Subcontractor shall be
entitled to recover from the Contractor payment for Work executed and for proven loss with respect to materials, equipment, tools, and
construction equipment and machinery, including reasonable overhead, profit.
7.2 TERMINATION BY THE CONTRACTOR
7.2.1 If the Subcontractor persistently or repeatedly fails or neglects to carry out the Work in accordance with the Subcontract
Documents or otherwise to perform in accordance with this Subcontract and fails within seven days after receipt of written notice to
commence and continue correction of such default or neglect with diligence and promptness, the Contractor may enninate the
Subcontract and finish the Subcontractor's Work by whatever method the Contractor may deem expedient. If the unpaid balance of the
Subcontract Sum exceeds the expense of finishing the Subcontractor's Work and other damages incuiTed by the Contractor and not
expressly waived, such excess shall be paid to the Subcontractor. If such expense and damages exceed such unpaid balance, the
Subcontractor shall pay the difference to the Contractor.
7.2.2 If the Owner terminates the Contract for the Owner's convenience, the Contractor shall deliver written notice to the
Subcontractor.
7.2.3 Upon receipt of written notice of termination, the Subcontractor shall:
1 cease operations as directed by the Contractor in the notice;
2 take actions necessary, or that the Contractor may direct, for the protection and preservation of the Work; and
3 except for the Work directed to be performed prior to the effective date of termination stated in the notice, terminate
all existing Sub -subcontracts and purchase orders and enter into no further Sub -subcontracts and purchase orders.
7.2.4 In case of such termination for the Owner's convenience, the Subcontractor shall be entitled to receive payment for Work
executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed.
7.3 SUSPENSION BY THE SUBCONTRACTOR FOR CONVENIENCE
7.3.1 The Contractor may, without cause, order the Subcontractor in writing to suspend, delay or interrupt the Work of this
Subcontract in whole or in part for such period of time as the Contractor may determine. In the event of suspension ordered by the
Contractor, the Subcontractor shall be entitled to an equitable adjustment of the Subcontract Time and Subcontract Sum.
7.3.2 An adjustment shall be made for increases in the Subcontract Time and Subcontract Sum, including profit on the increased
cost ofperformance, caused by suspension, delay or interruption. No adjustment shall be made to the extent:
1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the
Subcontractor is responsible;
2 that an equitable adjustment is made or denied under another provision ofthis Subcontract.
7.4 ASSIGNMENT OF THE SUBCONTRACT
7.4.1 In the event of termination of the Prime Contract by the Owner, the Contractor may assign this Subcontract to the Owner, with
the Owner's agreement, subject to the provisions of the Prime Contract and to the prior rights of the surety, if any, obligated under
bonds relating to the Prime Contract, In such event, the Owner shall assume the Contractor's rights and obligations under the
Subcontract Documents. If the Work of the Prime Contract has been suspended for more than 30 days, the Subcontractor's
compensation shall be equitably adjusted.
7.4.2 The Subcontractor shall not assign the Work of this Subcontract without the written consent ofthe Contractor, nor subcontract
the whole of this Subcontract without the written consent ofthe Contractor, nor further subcontract portions ofthis Subcontract without
written notification to the Contractor when such notification is requested by the Contractor.
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
ARTICLE 8 THE WORK OF THIS SUBCONTRACT
8.1 The Subcontractor shall execute the following portion of the Work described in the Subcontract Documents, including all labor,
materials, equipment, services and other items required to complete such portion of the Work, except to the extent specifically
indicated in the Subcontract Documents to be the responsibility of others:
Insert a precise description of the Work of this Subcontract, referring where appropriate to numbers of Drawings, sections of
Specifications and pages ofAddenda, Modifications and accepted Alternates)
Subcontractor to twovide all materiallabor, caqi meat and supervision necessary to complete the Plunibiqg,.ScopS_gf ofper Plans Spe.
cifications and Addenda. INCLUSIONS
Item
Number Description 001
Per plans and specs as dated in the attached Enumeration of Bid Documents. 002
Per Notice to Proceed (NTP) dated 11114/18 003
This sum is in accordance with the contract documents, the attached schedule (dated 11/13/18), and your attached
proposal, all of which will become exhibits to your Subcontract. 004
Price includes price protection for the duration of the project. Subcontract will be "lump sum", Quantities are the
responsibility of this subcontractor. 005
Price includes demo of existing plumbing as well as removal of plumbing dirt spoils to GC dumpster. EXCLUSIONS
Item
Number Description ACCEPTED
QUALIFICATIONS: None.
Enumeration
of BidDocuments Is attached. SUBMITTALS:
1.
All submittals must be identified by submittal numbers corresponding to the ADI Construction, LLC Submittal Register. In the event
that a particular item is not identified on the Submittal Register. the submittal maybe identified without a submittal number. NOTES:
I.
Submittals reauired by: 11/21/18 2.
Lon Y Lqad confirmation required by. 11/21/18 6_ — - 3.
Subcontractor is required to maintain as -built drawin s which are to be submitted alon with the O eration and Maintenance Manuals
to the General Contractor ui)on comnletion of the Work. Submission of these documents will be reauired prior to the Eege it of
final payment. 4.
Subcontractor is required to provide all submittal and Merations and maintenance manual documents in an acceptable electronic format.
ARTICLE
9 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 9.
1 The Subcontractor's date of commencement is the date from which the Contract Time of Paragraph 9.3 is measured; it shall be the
date of thisAgreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a
notice to proceed issued by the Contractor. Insert
the date of commencement, if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice
to proceed.) ADI
Construction, LLC 5407-
A Port Royal Rd. Springfield VA. 22151 Ph:
703.750.3911 FX: 703.750.2103
9.2 Unless the date of commencement is established by a notice to proceed issued by the Contractor, or the Contractor has
commenced visible Work at the site under the Prime Contract, the Subcontractor shall notify the Contractor in writing not less than
five days before commencing the Subcontractor's Work to permit the timely filing of mortgages, mechanic's liens and other security
interests.
9.3 The Work of this Subcontract shall be substantially completed not later than
Insert the calendar date or number ofcalendar days after the Subcontractor's date ofcommencement Also insert any requirements
for earlier Substantial Completion of certain portions of the Subcontractor's Work, if not stated elsewhere in the Subcontract
Documents)
2912019,
subject to adjustments of this Subcontract Time as provided in the Subcontract Documents.
Insert provisions, ifany, for liquidated darnages relating to failure to complete oil time) 9.
4 With respect to the obligations of both the Contractor and the Subcontractor, time is of the essence of this Subcontract. 9.
5 No extension of time will be valid without the Contractor's written consent after claim made by the Subcontractor in accordance with
Paragraph 5.3. ARTICLE
10 SUBCONTRACT SUM 10.
1 The Contractor shall pay the Subcontractor in current funds for performance of the Subcontract the Subcontract Sum of For six
thousand six hundred thirtv and 00/100 Dollars _(14kk30.001, subject to additions and deductions as provided in the Subcontract Documents.
10.
2 The Subcontract Sum is based upon the following alternates, if any, which are addressed in the Subcontract Documents and have
been accepted by the Owner and the Contractor: Insert
the numbers or other identcation of acceptedalternates) 10.
3 Unit prices, if any, are as follows: ARTICLE
11 PROGRESS PAYMENTS 11.
1 Based upon applications for payment submitted to the Contractor by the Subcontractor, corresponding to applications for payment
submitted by the Contractor to the Architect, and certificates for payment issued by the Architect, the Contractor shall make progress
payments on account of the Subcontract Sum to the Subcontractor as provided below and elsewhere in the Subcontract Documents.
Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum, payments received
by the Contractor and Subcontractor for Work property performed by their contractors and suppliers shall be held by the Contractor
and Subcontractor for those contractors or suppliers who performed Work or furnished materials, or both, under contract with
the Contractor or Subcontractor for which payment was made to the Contractor by the Owner or to the Subcontractor by the Contractor,
as applicable. Nothing contained herein shall require money to be placed in a separate account and not commingled with money
of the Contractor or Subcontractor, shall create any fiduciary liability or tort liability on the part of the Contractor or Subcontractor
for breach of trust or shall entitle any person or entity to an award of punitive damages against the Contractor or Subcontractor
for breach of the requirements of this provision. Subcontractor acknowledges that pgynent to the Contractor by the Owner
for work performed by the Subcontractor is a condition t)reccdent to DAMent by the Contractor to the Subcontractor, 11.
2 The period covered by each application for payment shall be one calendar month ending on the last day of the month, or as follows:
11.
3 Provided an application for payment is received by the Contractor not later than the 15th day of the month for Work pro - iectedthroe
the end of the same month and the Subcontractor has provided in a form satisfactory to Contractor and Owner) partial lien waivers,
release of claims and/or affidavits as may be Lqquired by Contractor and/or Owner from Subcontractor and its subcontractors and
suppliers for all nriot Davnients. and the navment then at)Dlicd for, the Contractor shall include the Subcontractor's Work covered by
that application in the next application for payment which the Contractor is entitled to submit to the Architect, The Contractor shall pay
the Subcontractor each progress payment within seven working days after the Contractor receives payment from the Owner. 11.
4 If an application for payment is received by the Contractor after the application date fixed above, the Subcontractor's Work covered
by it shall be included by the Contractor in the next application for payment submitted to the Architect, AD[
Construction, LLC 5407-
A Port Royal Rd. Springfield VA. 22151 Ph:
703.750.3911 FX: 701750.2103 M
11.5 Each application for payment shall be based upon the most recent schedule of values submitted by the Subcontractor in
accordance with the Subcontract Documents. The schedule of values shall allocate the entire Subcontract Sum among the various
portions of the Subcontractor's Work and be prepared in such form and supported by such data to substantiate its accuracy as the
Contractor may require. This schedule, unless objected to by the Contractor, shall be used as a basis for reviewing the Subcontractor's
applications for payment,
11.6 Applications for payment submitted by the Subcontractor shall indicate the percentage of completion of each portion of the
Subcontractor's Work as of the end of the period covered by the application for payment. Notwithstanding anything in this Agreement
to the contrary, each application for payment shall comply in all respects with the ADI Construction, Ll,C Billing Procedures which
are available for review upon request by Subcontractor.
11.7 Subject to the provisions of the Subcontract Documents, the amount ofeach progress payment shall be computed as follows:
11.7.1 Take that portion of the Subcontract Sum properly allocable to completed Work as determined by multiplying the percentage
completion of each portion of the Subcontractor's Work by the share of the total Subcontract Sum allocated to that portion of the
Subcontractor's Work in the schedule of values, less that percentage actually retained, if any, from payments to the Contractor on
account of the Work of the Subcontractor. Pending final determination of cost to the Contractor of changes in the Work which have
been properly authorized by the Contractor, amounts not in dispute shall be included to the same extent provided in the Prime
Contract, even though the Subcontract Sum has not yet been adjusted;
11,7.2 Add that portion of the Subcontract Sum properly allocable to materials and equipment delivered and suitably stored at the
site by the Subcontractor for subsequent incorporation in the Subcontractor's Work or, if approved by the Contractor, suitably stored
off the site at a location agreed upon in writing, less the same percentage retainage required by the Prime Contract to be applied to such
materials and equipment in the Contractor's application for payment,
11.7.3 Subtract the aggregate of previous payments made by the Contractor; and
11.7.4 Subtract amounts, if any, calculated under Subparagraph 11.7.1 and 11.7.2 which are related to Work of the Subcontractor
for which the Architect has withheld or nullified, in whole or in part, a certificate of payment for a cause which is the fault of the
Subcontractor.
11.8 Upon the partial or entire disapproval by the Contractor of the Subcontractor's application for payment, the Contractor shall
provide written notice to the Subcontractor. When the basis for disapproval has been remedied, the Subcontractor shall be paid the
amounts withheld.
11.9 SUBSTANTIAL COMPLETION
11.9.1 When the Subcontractor's Work or a designated portion thereof is substantially complete and in accordance with the
requirements of the Prime Contract, the Contractor shall, upon application by the Subcontractor, make prompt application for payment
for such Work. Within 30 days following issuance by the Architect of the certificate for payment covering such substantially
completed Work, the Contractor shall, to the full extent allowed in the Prime Contract, make payment to the Subcontractor, deducting
any portion of the funds for the Subcontractor's Work withheld in accordance with the certificate to cover costs of items to be
completed or corrected by the Subcontractor. Such payment to the Subcontractor shall be the entire unpaid balance of the Subcontract
Sum ifa full release of retainage is allowed under the Prime Contract for the Subcontractor's Work prior to the completion of the entire
Project. If the Prime Contract does not allow for a full release ofretainage, then such payment shall be an amount which, when added
to previous payments to the Subcontractor, will reduce the retainage on the Subcontractor's substantially completed Work to the same
percentage of retainage as that on the Contractor's Work covered by the certificate.
ARTICLE 12 FINAL PAYMENT
12.1 Final Payment, constituting the entire unpaid balance of the Subcontract Sum, shall be made by the Contractor to the
Subcontractor the Subcontractor's Work is fully performed in accordance with the requirements of the Subcontract Documents, the
Architect has issued a certificate for payment covering the Subcontractor's completed Work and the Contractor has received payment
from the Owner. If, for any cause which is not the fault of the Subcontractor, a certificate for payment is not issued or the Contractor
does not receive timely payment or does not pay the Subcontractor within three working days after receipt of payment from the Owner,
final payment to the Subcontractor shall be made upon demand.
Insert provisions fot, earlier final payment to the Subcontractor, ij'applicable)
AD[ Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
11
12.2 Before issuance of the final payment, the Subcontractor, ifrequired, shall submit evidence satisfactory to the Contractor that all
payrolls, bills for material and equipment, and all known indebtedness connected with the Subcontractor's Work have been satisfied.
ARTICLE 13 INSURANCE AND BONDS
13.1 The Subcontractor shall purchase and maintain insurance, through an A.M. Best rated carrier of the following types ofcoverage
and limits of liability:
Ua Workers Compensation and EpTloyers and
Emolover's Liabilitv Insurance covering all of its employees in conformance with the laws of aa--§tate districtorterritor of the y_ _ United
States of America in which Subcontractor's Work is to be ppi-formed, except that such insurance shall not have a limit of liability
less than $ 1,000,000 for any one accident: $ 1,000.000 disease policy: $1000 00.0disease each employee, b)
Comprehensive General Liabili Strbcontracror shalt rocure and maintain Cam rehensive General Liabili Insurance on an occurrence
basis with coves aes includina: Premises/Operations. Independent Contractors. Cam feted ODerations fora period of three 3)
years following the acceptance of Subcontractor's Work Broad Form Contractual Liability. Broad Form Property Damage. and Personal
Injury liability with employee and contractual exclusions removed,-yith the following per occurrence limits: Each
Occurrence 1,000.000 General
A2arceate 2 990 O-00Products/
Comnleted ODerations Aavre2ate 2,000,000 Personal
In L-ry 1000'ti 000FireDarrigge
300,000 and Medical
ENpgnse 10,000 Comprehensive Automobile
LjahjRtL-Subcontractor shal__I procure and maintain Com rehensive Automobile Liabilit Insurance with the
following limits: Combined Sin
le Limit of $1.000.000ner occurrence, in luding bodily injury and properr ydamagg This policyshall
be on a standard form written to cover all ownedhired and non -owned automobiles, d) Umbrella Excess Liability.
Subcontractor shall procure and maintain an Umbrella Excess Liability policy on an excess basis above the coves ggs
described in (a). (bland c above with per occurrence and aggregate limits of. For Interior Construction 310-
00 MOO For InteriorStructuralConstruction $
5,000 000 For Exterior Construction -i
o 00K c) Subcontractor shall reouire
an and all subcontractors they employ to perform any portion of the work of this subcontract to maintain insurance ecival to
the types of coverage and limits of liability in Article 13.1 (a) - (d). 13.2 Coverages, shall
be maintained without interruption from date of commencement of the Subcontractor's Work until date of final payment and fora
period of 3 years following the acceptance of subcontractors work, 13.3 Certificates of
insurance acceptable to the Contractor shall be filed with the Contractor prior to commencement of the Subcontractor's Work. These
certificates and the insurance policies required by this Article 13 shall contain a provision that coverages afforded under the policies
will not be cancelled or allowed to expire until at least 30 days prior written notice has been given to the Contractor. If any of
the foregoing insurance coverages are required to remain in force after final payment and are reasonably available, an additional certificate
evidencing continuation of such coverage shall be submitted with the final application for payment as required in Article
12. If any information concerning reductionof coverage is not furnished by the insurer, it shall be furnished by the Subcontractor with reasonable
promptness according to the Subcontractor's information and belief. This t)olicv shall
be endorsed to include Contractor and Owner as additional insureds during the term of the Subcontract and shalt state that this ioMnpe. including
gencral liability. workers compensation. employees liability. auto liability and umbrella excess fighilim Is prima!Y insurance as
regards any other insurance carried by Contractor or Owner. Insurance coverage is Primary and No entities. Subcontractor shall
provide Contactor with a copy of all exclusions which are in
force on the above listed Lnqqrqnce policies. Subcontractor shall provide Written copies of additional insured portions of policy endorsements.
ADI Construction, LLC 5407-
A Port Royal
Rd. Springfield VA. 22151 Ph: 703.750.3911
FX: 703.750.2103 12
13.4 The Contractor shall furnish to the Subcontractor satisfactory evidence of insurance required of the Contractor under the Prime
Contract.
13.5 The Contractor shall promptly, upon request of the Subcontractor, furnish a copy or permit a copy to be made of any bond
covering payment of obligations arising under the Subcontract.
13.6 Performance Bond and Payment Bond:
Ifthe Subcontractor is to furnish bonds, insert the specific requirements here.)
13.7 PROPERTY INSURANCE
13.7.1 When requested in writing, the Contractor shall provide the Subcontractor with copies of the property and equipment policies
in effect for the Project. The Contractor shall notify the Subcontractor if the required property insurance policies are not in effect.
13.7.2 If the required property insurance is not in effect for the full value of the Subcontractor's Work, then the Subcontractor shalt
purchase insurance for the value of the Subcontractor's Work, and the Subcontractor shall be reimbursed for the cost of the insurance
by an adjustment in the Subcontract Sum,
13.7.3 Property insurance for the Subcontractor's materials and equipment required for the Subcontractor's Work, stored off site or in
transit and not covered by the Project's property insurance, shall be paid for through the application for payment process.
13.8 WAIVERS OF SUBROGATION
13.8.1 The Contractor and Subcontractor waive all rights against (1) each other and any of their subcontractors, sub -subcontractors,
agents and employees, each of the other, and (2) the Owner, the Architect, the Architect's consultants, separate contractors, and any of
their subcontractors, sub -subcontractors, agents and employees for damages caused by fire or other causes of loss to the extent covered
by property insurance provided under the Prime Contract or other property insurance applicable to the Work, except such rights as they
may have to proceeds of such insurance held by the Owner as a fiduciary. The Subcontractor shall require of the Subcontractor's
sub -subcontractors, agents and employees, by appropriate agreements, written where legally required for validity, similar waivers in
favor of the pat -ties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver
of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of
indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or
entity had an insurable interest in the property damaged.
ARTICLE 14 TEMPORARY FACILITIES AND WORKING CONDITIONS
14.1 The Contractor shall furnish and make available to the Subcontractor the following temporary facilities, equipment and
services; these shall be furnished at no cost to the Subcontractor unless otherwise indicated below:
14.2 Specific working conditions:
Insert any applicable arrangements concerning working conditions and labor mattersfor the Project.)
ARTICLE 15 MISCELLANEOUS PROVISIONS
15.1 Where reference is made in this Subcontract to a provision of another Subcontract Document, the reference refers to that
provision as amended or supplemented by other provisions of the Subcontract Documents.
15.2 Payments due and unpaid under this Subcontract shall bear interest from the date payment is due at such rate as the parties may
agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located.
Insert rate ofinterest agreed upon, ff any.)
Zero percent (0%) 12er annum. No interest will -bepaid.
Usury laws and requirements under the Federal Truth in Lending Act, similar state and I ocal consumer credit laws and other
regulations at the Owners, Contractor's, Subcontractor's principal places ofbusiness, the location of the Project and elsewhere may
affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and a1vo regarding
requirements such as written disclosures or waivers,)
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
13
15.3 Retainage and any reduction thereto is as follows:
A retainage of 10% will be withheld from all payments for work perfon-ned under this agreement until such time that the Work of the
entire nroiect is substantial) v complete, Once substantial completion is achieved,. payments will be made in accordance with Articles
I I and 12 of this Ag[gqmcnt.
15.4 The Contractor and Subcontractor waive claims against each other for consequential damages arising out of or relating to this
Subcontract, including without limitation, any consequential damages due to either party's termination in accordance with Article 7.
ARTICLE 16 ENUMERATION OF SUBCONTRACT DOCUMENTS
16.1 The Subcontract Documents, except for modifications issued after execution of this Subcontract, are enumerated as follows:
16.1.1 This modified version of the 1997 edition of the Standard Form of Aueerrient Between Contractor and Subcontractor, AIA
Document A401-1997;
16-1.2 The Prime Contract, consisting of the Agreement between the Owner and Contractor dated as first entered above and the
other Contract Documents enumerated in the Owner -Contractor Agreement;
16.1.3 The following Modifications to the Prime Contract, if any, issued subsequent to the execution of the Owner -Contractor
Agreement but prior to the execution of this Agreement:
Modification Date
16.1.4 Other Documents, if any, forming part of the Subcontract Documents are as follows:
List any addi tional documents that are intended to form part of the Subcontract Documents, Requests for proposal and the
Subcontractor's bid or proposal should be listed here only if intended to be part of the Subcontract Documents)
ARTICLE 17 GOVERNING LAW
This Contract shall be governed by the laws of the Commonwealth of Virginia. The parties agree that any claim arising out of or
related to this agreement and the Project that ADI Construction, LLC and Subcontractor are unable to resolve consensually shall first
be submitted to mediation, which mediation shall be conducted in Fairfax County, Virginia, or such other place as the parties shall
mutually agree. The parties further agree that if the mediation is unsuccessful, they hereby consent to personal jurisdiction and venue,
for any action arising out of a breach or threatened breach of this Agreement in the Circuit Court in and for Fairfax County, Virginia.
The parties further hereby agree that any controversy which may arise under this Agreement would involve complicated and difficult
factual and legal issues. Therefore, any action brought by either party, alone or in combination with others, whether arising
out of this Agreement or otherwise, shall be determined by a Judge sitting without a jury, and they hereby waive any right to a
jury trial. Any breach of this Agreement shall result in the prevailing party being entitled to receive from the other party all of its
reasonable attorney's fees, costs, and expenses incurred at both the trial and appellate levels.
Al k 6A4w Michael Lavoie (Nov 19,20181mmtinmulroe (Nov 19, 2018
CONTRACTOR (Signature) SUBCONTACTOR (Signature)
Senior PM Michael Lavoie
Printed Name and Title) (Printed Name and Title)
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
M
ENUMERATION OF BID DOCUMENTS
Section Number Description Title Revision Date
G-000 Cover Sheet & Index 8/29/2018
G-101 Code Compliance & Life Safety 8/29/2018
ASP-0 I Specifications 8129/2018
ASP-02 Specifications 8/29/2018
ASP-03 Specifications 8/29/2018
ASP-04 Specifications 8/29/2018
ASP-05 Specifications 8/29/2018
ASP-06 Specifications 8129/2018
ASP-07 Specifications 8/29/2018
ASP-08 Specifications 8/29/2018
ASP-09 Specifications 8/29/2018
AD-101 Demolition Plan 8/29/2018
AD-201 Exterior Demo Elevations 8/29/2018
A-001 Note, Symbols, & Abbreviations 8/29/2018
A-003 Partition Types 8/29/2018
A-101 Annotated Floor Plan 8/29/2018
A-102 Enlarged Plans and Details 8/29/2018
A-1 I I Dimensioned Partition Plan 9/24/2018
A-121 Slab Plan & Details 8/29/2018
A-131 Reflected Ceiling Plan and Details 8/29/2018
A-201 Exterior Elevations 10/12/2018
AA01 Millwork Schedule & Details 8/29/2018
A-402 Millwork Elevations & Details - Specialty Millwork 8/29/2018
AA03 Millwork Elevations 8/29/2018
A-601 Door Schedule, Notes & Details 9/24/2018
A-701 Standard Finishes & Room Finish Schedule 8/29/2018
A-702 Floor Finish Plan 8/29/2018
A-703 Wall Finish & Graphics Plan 8/29/2018
A-801 Furniture, Fxitures & Equipment Plan 8/29/2018
FP-00 I Notes, Symbols, and Abbreviations 8/29/2018
FP-101 Floor Plan - Fire Protection 8/29/2018
P-00 I Notes, Symbols, Schedules & Abbreviations 8/29/2018
P-002 Plumbing Specifications 8/29/2018
PD-101 Demolition Floor Plan - Plumbing 8/29/2018
P-101 Floor Plan - Sanitary & Vent Piping 9/24/2018
P-111 Floor Plan - Water & Gas Piping 9/24/2018
P-131 Roof Plan - Plumbing 9/24/2018
P-501 Plumbing Details 9/24/2018
P-602 Diagrams 8/29/2018
M-001 Notes, Symbols, & Abbreviations 8/29/2018
M-002 Mechanical Specifications 8/29/2018
MD-101 Demolition Floor Plan - HVAC 8/29/2018
MD-1 I I Demolition Roof Plan - HVAC 8/29/2018
M-101 Floor Plan - HVAC 9/24/2018
M-1 I I Roof Plan - HVAC 10/12/2018
M-501 Details 8129/2018
M-601 Schedules 10/12/2018
E-001 Notes, Symbols, and Abbreviations 8/29/2018
E-002 Electrical Specifications 8/29/2018
E-003 Electrical Specifications 8/29/2018
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
15
ED-101 Demolition Floor Plan - Electrical
E-101 Floor Plan - Lighting
E-1 I I Floor Plan - Power & Telecom
E- 121 Floor Plan - Systems
E-131 Floor Plan - Electrical HVAC
E-141 Roof Plan - Electrical HVAC
E-501 Electrical Details and Diagrams
E-511 Lighting Details and Diagrams
E-601 Schedules and Diagrams
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
8/29/2018
8/29/2018
8/29/2018
8/29/2018
8/29/2018
10/12/2018
8/29/2018
8/29/2018
10/12/2018
in
647 BUSINESS PARK BLVD,
WINTER GARDEN, FL 34787.
407-656-7073/407-656-6509
V , a". t 1-{
PROPOSAL DATE: September 28, 2018 REVISED 10-15-18
REVISED 10.23.18
PROPOSAL SUBMITTED TO: CONTRACTOR
ATTN: ESTIMATING DEPT.
WORK TO BE PERFORMED AT: DAVITA MEDICAL GROUP NORTHSIDE SANFORD
DESCRIPTION OF WORK:
PER PLUMBING PLANS & SPECS DATED: 6.29.18
DWV PVC BFF / CAST IRON AFF, DOMESTIC WATER COPPER, CONNECTED WITHIN
TENANT SPACE
SUPPLY & INSTALL (COMMERCIAL GRADE FIXTURES)
4-WC-1 5-L-1 6-FD-1 1-S-1
5-S-2 1-S-3 1-S-4 1-MB-1
1-EWC-1 1-BF-1 1-EWH-1 1-EYEWASH
NOTE: PLEASE SEE ATTACHED INSURANCE CERTIFICATE
EXCLUDED FROM BID BUT NOT LIMITED TO: (DEWATERING UNLESS SPECIFIED
BY OTHERS): REMOVAL OF EXCESS SOILS, CONDENSATE, POURBACK, FILL OR
BEDDING MATERIAL, CAD OR BIM, MEDICAL GAS OR SUB -METER.
CONCRETE CUTTING AND REMOVAL TO SITE DUMPSTER ADD $2,572.00 TO BID
PRICE (NOTE: CONCRETE CUTTING OF 4" TO 5" SLAB DEMO CUT ONLY)
ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED, AND THE ABOVE WORK TO BE
PERFORMED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS SUBMITTED
FOR ABOVE WORK AND COMPLETED IN A SUBSTANTIAL WORKMANLIKE MANNER FOR
THE SUM OF $46,630.00
ANY ALTERATION OR DEVIATION FROM THE ABOVE SPECIFICATIONS INVOLVING
EXTRA COSTS, WILL BE EXECUTED ONLY UPON WRITTEN ORDERS, AND WILL BECOME
AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. ALL AGREEMENTS CONTINGENT
UPON STRIKES, ACCIDENTS OR DELAYS BEYOND OUR CONTROL. OWNER TO CARRY
FIRE, TORNADO, AND OTHER NECESSARY INSURANCE UPON ABOVE WORK.
WORKMEN'S COMPENSATION AND PUBLIC LIABILITY INSURANCE ON ABOVE WORK TO
BE TAKEN OUT BY HEICHEL PLUMBING, INC.
RESPECTFULLY SUBMITTED BY: MIKE LAVOIE PER HEICHEL PLUMBING INC.
NOTE: THIS PROPOSAL MAY BE WITHDRAWN BY US IF NOT ACCEPTED WITHIN 30 DAYS.
ACCEPTANCE OF PROPOSAL
THE ABOVE PRICES, SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY AND ARE
HEREBY ACCEPTED. YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED,
PAYMENT WILL BE MADE AS OUTLINED ABOVE.
ACCEPTED BY: DATE:
DMG NORTHSIDE-SANFORD
1500 & French Avenue, Suffe E
Sanforit FL 32M
11.7 110SR Name Duration start Finish
I Notice 10 Proceed 10131/18 Wed 10131/18
2 SubcontractorBuy-out 10 days Thu 11/l/18 Wed 11/14/le
4 MEP Submittal Preparations 10 days Thu 11/1 Sit 8 Wed 1 W8118
5 storefront Submittal Preparations 10 days Thu 11115118 Wed 11128I1e
Preparations 10 days Thu 11/15118 Wed I M81ifil
7 MEP Submittal Review 5days Thu 11I29/18 Wed l2ellli
8 Storefront Submittal Review 5 days Thu 11129118 Wed 1215118
9 Millwork Submittal Review 5 days Thu I If2glill Wed I2J5118
17 Receive Building Permit 0 days Fri 11130118 Fd 11130/18
M HVAC Equipment Leadr#ne 30 days Thu 12/6118 Wed 1116119
Equip, Lead Time 25 days Thu 121WI8 Wed liwig
20 Villwork Lead Time 30 days Thu 1216118 Wed 1116119
21 iStorefront Lead Time 30 days Thu I2I6I8 Wed 1/16119
22 Lighting Lead Time 30 days Thu 1216118 Wed 1/16119
3 Pre -construction Meeting 0 days Wed 1I2119 Wed U219
10 INTERIOR BUILD -OUT 65 days Mon 117119 Fri 415119
12 Demolition 5 days Man 117119 Fri ill 1/19
13 Partition Layout 2 days Mon 1114119 Tue 1/15/19
16 Else. Panel Feeds /Home Runs 7 days Men 1114119 Tue I1221I9
26 Rough -In HVAC 10 days Mon 1/14/19 Fri 1125119
43 Storefront Modifications 5 days Mon 1114/19 Fri 1118119Exlerfor
Plumbing Layout 1 day Tue 1115119 Tue 1/15/19
15 Saw Cut Slab 2 days Wed 1116119 Thu 1/17119
27 Install New Mechanical Equipment 5 days Thu Ill 7/19 Wed 1123/19
11 Below Slab Piping 5 days Fit 1118/19 Thu 1124119
23 Below Slob Inspections 2 days Fri 1/25119 Man 1128119
24 Prep and Pour Back Slab 2 days Tue 1129119 Wed 1130/19
25 Install Dtaok out Film I day Thu 1131119 Thu 1131119,
28 Wall Framing I Drywall I Side 8 days Thu 1131119 Mon 2/11119,
29 Rough -in Plumbing 8 days Tue 21S119 Thu 2114/19,
30 Rough -in Electric at Walls 7 days Wed 215119 Thu 2114/19"
32 Field Measure for Millwork 0 days Mon 2111119 Mon 21I 1119
3l Install Elec, Equip. 5 days Tue 2/12/19 Mon 21181IS
33 Wall Close4n Inspections 2 days Fit V15119 Mon 2,118/19!
34 2nd Side Drywall & Finish 8 days Tue2/19119 Thu 21281I9
35 Ceiling Grid 4 days Wed 2127/19 Mon 3141IS
Install Lighting Fixtures 10 days Fri 311/19 Thu 3114/19,,
37 Install Sheet Vinyl in Bathrooms 2 days Fri 3/1119 Mon 314/191
41 Prime Paint Walls 3 days Fri 311/19 Tue 315/1S,
42 install Doors/Frames 4 days Fri 3t1l19 Wed 31&ll9i
44 Install MillwojR 8days Fri 3/1/19 Tue 3112119-
45 lnstalf Wall Protection Panels 2 days Fri W1119 Mon 314119t
38 Install Sheet VinyVLVP/Concmie Sealer 4 days Tue 3/5119 Fri 3/8f%
39 Install Sprinkler Heads 7 days Tue 315119 Wed 311311 9i
46— Install Diffusers 5 days Tue 3/&19 Mon 311 lll
53 Install Plumbing Fixtures 10 days Tue315119 Mon 3118/191
47 Install Automatic Door Equipment 2 days Thu 3/7119 Fri 311I/4i
48 Install Nurse Call System 3days Thu 317119 Mon 3111/19i
66 Install Water Heater 3 days Mon 3111/19 Wed .3113/19: 85
Install Appliances 3 days Thu 3/14/19 Mon 3118/191 46
Point Up Wells 2 days Fil 3115119 Mon 3118119i 5
1 Ceiling Close -in Inspections Final
2
days Fri W15119 Mon 3/18119i 49
Paint Wells 4 days Tue 3119119 Fri 3=1 It52
Drop Ceiling TilesAnstall, Drywall Soffits 3 days Tue3/19/19 Thu 3/21/19, 54
Install Door Hardware 3 days Wed 3(20119 Fri 312:2119; 0
install Comer/Wall Guards 2 days Mon =511 9 Tue 3126119 55
Install Toilet Accessories 2 days Mon 3/25119 Tue3r2ltM4 56
instal Carpet/Virry! Base 3 days Mon 3n5+I9Wed 3127/1911 57
Elec, Trim Out 2 days Mon 3125fI 9 Tue =&I 9,, Submittal
Preparations front
Submittal Preparations Ork
Submittal Preparations MEP
Submittal Review onstront
Submittal Review twork
Submittal Review 111-
311210i Equipment
Lead
Time Millwork Lead
Time Storefront Lead
Time Lighting Lead
Time Jon Layout
Eloc. Panel
Food! 12FAIM Rough46
HI Exterior Storefront
Modl bing Layout
aw Cut
Slab Install Now
Met 1111iiiIIINE,Bolow
Slab Pi
0000
CITY OF SANFORD
BUILDING tip FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 11,896.00
Job Address: 1500 S. French Ave. Sanford, Fl. 32771 Historic District: Yes No
Parcel ID: Residential Commercial
Type ofWork: New Addition Alteration ® Repair Demo Change of Use Move
Description of Work: Add and relocate for existing fire sprinklers
Plan Review Contact Person: William Whigham
Phone:352-639-4119 Fax:
Title:
Email: williamw@elitefirefl.com
Property Owner Information
Name DaVita Medical Group South Florida, Inc. phone:
Street: 2000 16th Street Resident of property?
City, State Zip: Denver, Co. 80202
Name Elite Fire Protection, Inc.
Street: 4145 County Rd. 561
City, State Zip: Tavares, FI. 32778
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Contractor Information
Phone: 352-639-4119
Fax: 352-639-4152
State License No.: FPC15-000083
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 10.5.3 Sball be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised .Lune 30, 2015 Permit Application
61
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature ofOwner/Agent
Print Owner/Agent's Name
Date Signature of Con(ractor/Agent Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Print C,ontractor/Agent's Name
Signature Notarv-State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes Q No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE/ 6/2 BUILDING:_
1
Revised. June 30, 2015 Permit Application
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
hereby name and appoint: William VVhighanVTessa Kemp onagent
Of. Elite Fire Protection wumrmc^mpmm)
to he
nny lawful utk>o`ey-in-Dxct to act for me to apply for, receipt for, sign for and do all things necessary to
this appointment for (check only one option): 9 The
specific permit and application for work located at: 1500S. French
Ave. Sanford, Fl, 32771 Street Address)
Expiration Date
for This Limited Power of Attorney: 07101/2019 License Holder
Name: ChhuVVhigham State License
NunohccFpC15'0UUO83 Signature of
License Holder: STATE 0[
FLORIDA COUNTY OFLake
The foregoing
instrument was acknowledged before me this P-8Qay of 20k__, by
who is personally known to me
or o who has produced identification and
who did (did not) take an oath. AMK A&--
SignatuAe Notary
Seal)
Print or
t pe narne ASHLEY FRANKS
Notary Public - State oil' 8,2020
Commission No. My Commission
Expires: ev.08]
2) a
LIMITED POWER OF ATTORNEY
Altamonte Springs, CasseU rry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
I hereby name and appoint: Greg Whigharn
an agent of. Elite Fire Protection
Name ot'Coinpan))
to be noy kzvvGm| attorney- |n-Dzotk`act for nnctn apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
15UO8.French Ave. Sanford, R32771
uoauxouma)
Expiration Date for This Limited Power o[Attorney: «7mnoo19
License Holder y4noncChris VVhigham State
License Number: FpC15'UO0O83 Signature
of License Holder: STATE
OPFLORIDA COUNTY
OF Lake The
to
me or o who has produced identification
and who did (did not) take an oath. Notary
Seal) Print
or type name Notary
Public - State of 41, Xni'v'- My
Comm ission Expires: Rev.
OV]2) as
Thursday, November 15, 2018
Elite Fire Protection
Attn: Greg Whigham
Phone: 352-639-4119
RE: DMG Northside - Sanford (FL) - MM-FL-002
1500 S. French Ave
Sanford, FL 32771
Dear Mr. Whigham,
Attached is the Subcontract Agreement for the above referenced project.
ELECTRONIC SIGNATURE
All ADI Subcontracts are signed and approved electronically. No hard copies are to be sent through mail. Please review
and electronically sign within (5) days of receipt. After applying your signature, your Subcontract is sent back to ADI for
approval. You will receive a fully executed copy after ADI has received and reviewed your signed Subcontract.
If you need assistance with the Electronic Signature or would like detailed instructions how to E-Sign, please email
support, nyad i gc.com.
Please be advised that you must not perform any subcontract work until we have received the signed subcontract
form. This includes any preliminary contract work, such as testing or measuring.
If'we do not receive the signed subcontract farm within five (5) days after receipt, as noted above, we reserve the right
to award the work to another subcontractor. Please note that an executed Subcontract Agreement must be in our
possession before payment will be issued on the above referenced project.
Sincerely,
ADI Construction, LLC
Martin Mulroe
Project Manager
Submittals due on or before 11/30/18.
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
Master Standard Form of Agreement
Between Contractor and Subcontractor
ADI Construction, LLC Project # MM-FL-002
HUS 1)0('(ItfP'NI'IL-ISI,,VfPORZA.4'7'1.E(;,IL ('O.\,*,S( I.TAZIOA'4'1171AI\'.-177()RNE)'lS EXCO(iRAGED 117771 RESPECT
TO II COMPLETION OR VIODIFICA IION,
AGREEMENT made as of the 15th day of November, 2018
BETWEEN the Contractor:
ADI Construction, LLC
5407-A Port Royal Road
Sl2rinficld, VA 22151
and the Subcontractor:
Elite Fire Protection
4145 County Road 561
Tavares, FL 32778-9371
The Contractor has made a contract for construction dated It/] 1/2018
With the Owner:
DaVita Medical Group South Florida, Inc. c/o DaVita Inc. - Legal Dept.
2000 16th Street
Denver, CO 80202
For the following Project:
DMG Northside - Sanford (FL)
1500 S. French Ave
Sanford, E!,,32771
which Contract is hereinafter referred to as the Prime Contract and which provides for the furnishing of labor, materials, equipment
and services in connection with the construction of the Project. A copy of the Prime Contract, consisting of the Agreement between
Owner and Contractor (from which compensation amounts may be deleted) and the other Contract Documents enumerated therein has
been made available to the Subcontractor.
The Architect for the Project is:
inFORM Studio
235 E. Main Street, Suite 102b
Northville. MI 48167
The Contractor and the Subcontractor agree as follows:
ARTICLE I THE SUBCONTRACT DOCUMENTS
1.1 The Subcontract Documents consist of (I) this Agreement; (2) the Prime Contract, consisting of the Agreement between the
Owner and Contractor and the other Contract Documents enumerated therein; (3) Modifications issued subsequent to the execution of
the Agreement between the Owner and Contractor, whether before or after the execution of this Agreement; (4) other documents listed
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750,3911 FX: 703.750.2103
in 4ui6c |6vfthis Agreement; and (5) Modifications mthis Subcontract issued after execution ofthis Agreement. These form the Subcontract,
and are as fuUy u part ofthe Subcontract as if attached to this Agreement urrepeated herein. The Subcontract npoacnm the
entire and ix/cgnucd agreement between the punioa honzm and supersedes prior negotiations, representations nragreements, oihho, written
uroral. An enumeration of the Subcontract Documents, other than Modifications issued subsequent to the execution of this Agreement,
appears iuArticle |6. 1.2
Except to the extent ufu conflict with uspecific »ono or condition contained in the Subcontract Documents, the General Conditions governing
this Subcontract uhu|| be the cJidun of A|A Document A201, Gcucru| Conditions of the Contract for Construction, current
xoof the date nfthis Agreement. 1.3 'The
Subcontract may hnamended ormodified only by uKioJiGcmino. The Subcontract Documents uhu|| not hcconstrued to create o contractual relationship of
any kind (\) hctvvnou the Architect and the 5oh000tmot*r, (2) hou°eon the 0wo*, and the Subcontractor, or (3) between any
persons or entities other than the Contractor and Subcontractor. 1.4 The Subcontractor shall
be furnished copies of the Subcontract Documents upon ooqucot, but the Contractor may charge the Subcontractor for the reasonable cost
ofreproduction, ARTICLE MUTUAL RIGHTS AND RESPONSIBILITIES
2.1 The Contractor and
Subcontractor shall be mutually bound by the terms oythis Agreement and, to the extent that the provisions of the edition of AiADouomcot
A201 current as of the date of this Agreement apply to this Agreement pursuant to Paragraph 12und provisions of the Primo Contract
apply to the Work of the Subcontractor, the Contractor shall assume m"mni the Subcontractor all obligations and responsibilities that the
Owner, under such documents, assumes toward the Contractor, and th, Subcontractor shall assume mnmd the Contractor all
obligations and responsibilities which the Contractor, under such documcnts, vaoumno mvvu,d the Owner and the Architect. The
Contractor shall have the benefit o[all rights, remedies and redress against the Subcontractor which the 0°nx,, under such documcom,
has against the Contractor, and the Subcontractor shall have the benefit ofall rights, ,cmodicoond rcJrcxo against the Cuutmomr which
the Cootmumr, under such documents, has against the Owner, insofar as applicable to this Subcontract. Where a provision of
such documents is inconsistent with a provision of this Agreement, this Agreement shall govern. The Con,mom, muy require
the Subcontractor to nu/cr into agreements with Sub -subcontractors performing portions of the Work ofthis Subcontract by which
the Subcontractor and the Sub -subcontractor are mutually bound, to the extent ofthe Work to be performed by the Suh'ouhoon/
mcmr, uamomiog mxmni each other all obligations and ,csppnaihi|idco which the Cno,momr and Subcontractor assume toward each other
and having the houoOt of all rights, remedies and redress each against the other which the Contractor and Subcontractor have by
virtue of the provisions of this Agreement. ARTICLE 3 CONTRACTOR 3.1
SERVICES PROVIDED BY
THE CONTRACTOR 3.1.1 The Contractor
shall cooperate with the Subcontractor in scheduling and performing the Contractor's Work to avoid conflicts or interference in the Subcontractor'
s Work and shall expedite written responses to submittals made by the Subcontractor ioaccordance with Paragraph 4.1 and
Article 5. An soon as practicable after execution of this Agreement, the Contractor shall provide the Subcontractor copies oythe Contractor's
construction mhcJxic and schedule ofsubmittals, together with such additional uckodu|iuQ Joui!s as will enable
the Subcontractor to plan and perform the Subcontractor's Work properly. The Subcontractor shall be xuhOod promptly of subsequent changes in
the construction and submittal schedules and additional scheduling details. 3.1.2 The Contractor
shall provide suitable areas for storage ofthe Subcontractor's materials and equipment during the course o[the Work. Additional costs tuthe Subcontractor resulting
from relocation ^fsuch facilities mthe direction ofthe Contractor, except as previously agreed upon, shall hereimbursed by the Contractor.
3,1.3 2x^cpr as provided in Article
14. the Cou/mcm/y equipment will be available to the Subcontractor only at the Conti -actor's discretion and onmutually satisfactory terms. 3.2 COMMUNICATIONS 3.
2,1 The Contractor shall promptly
make uvui|uh|
c to the Subcontractor infbnnatinn, including iuK/nnmiou nuoi,od from the Owner, which affects this Subcontract and which becomes available to
the Contractor subsequent to execution ofthis Subcontract. ADI Construction.LLC s4V7`APort Royal Rd. Springfield VA. 231s1
3.2.2 Tile Contractor shall not give instructions or orders directly to the Subcontractor's employees or to the Subcontractor's
Sub -subcontractors or material Suppliers unless such persons are designated as authorized representatives of the Subcontractor.
3.2.3 The Contractor shall permit the Subcontractor to request directly from the Architect information regarding the percentages of
completion and the amount certified on account of Work done by the Subcontractor.
3.2.4 If hazardous substances of a type of which an employer is required by law to notify its employees are being used on the site by
the Contractor, a subcontractor or anyone directly or indirectly employed by them (other than the Subcontractor), the Contractor shall,
prior to harmful exposure of the Subcontractor's employees to such substance, give written notice of the chemical composition thereof
to the Subcontractor in sufficient detail and time to permit the Subcontractor's compliance with such laws.
3.2.5 The Contractor shall furnish to the Subcontractor within 30 days after receipt of a written request, or earlier if so required by
law, information necessary and relevant for the Subcontractor to evaluate, give notice of or enforce mechanic's lien rights. Such
information shall include a correct statement of the record legal title to the property, usually referred to as the site, on which the Project
is located and the Owner's interest therein.
3.2.6 If the Contractor asserts or defends a claim against the Owner which relates to the Work of the Subcontractor, the Contractor
shall make available to the Subcontractor information relating to that portion of the claim which relates to the Work of the
Subcontractor.
3.3 CLAIMS BY THE CONTRACTOR
3.3.1 Liquidated damages for delay, if provided for in Paragraph 9.3 of this Agreement, shall be assessed against the Subcontractor
only to the extent caused by the Subcontractor or any person or entity for whose acts the Subcontractor may be liable, and in no case
for delays or causes arising outside the scope of this Subcontract,
3.3.2 The Contractor's claims for services or materials provided by the Subcontractor shall require:
1 three days prior written notice, except in an emergency
2 written compilations to the Subcontractor of services and materials provided and charges for such services and materials
no later than the fifteenth day of the following month.
3.4 CONTRACTOR'S REMEDIES
3.4.1 If the Subcontractor defaults or neglects to carry out the Work in accordance with this Agreement and fails within three
working days after receipt of written notice from the Contractor to commence and Continue correction of such default or neglect with
diligence and promptness, the Contractor may and without prejudice to any other remedy the Contractor may have, make good such
deficiencies and may deduct the reasonable cost thereof from the payments then or thereafter due the Subcontractor.
ARTICLE 4 SUBCONTRACTOR
4.1 EXECUTION AND PROGRESS OF THE WORK
4.1.1 The Subcontractor shall supervise and direct the Subcontractor's Work, and shall cooperate with the Contractor in scheduling
and performing the Subcontractor's Work to avoid conflict, delay in or interference with the Work of the Contractor, other
subcontractors or the Owner's own forces,
4.1.2 The Subcontractor shall promptly submit Shop Drawings, Product Data, Samples and similar submittals required by the
Subcontract Documents with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the
Contractor or other subcontractors,
4.1.3 The Subcontractor shall submit to the Contractor a schedule of values allocated to the various parts of the Work of this
Subcontract, aggregating the Subcontract Sum, made out in such detail as the Contractor and the Subcontractor may agree upon or as
required by the Owner, and supported by such evidence as the Contractor may require. In applying for payment, the Subcontractor
shall submit statements based upon this schedule.
4.1.4 The Subcontractor shall furnish to the Contractor periodic progress reports on the Work of this Subcontract as mutually
agreed, including information on the status of materials and equipment which may be in the course of preparation, manufacture or
transit,
ADI Construction, LLC
6407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
4.1.5 The Subcontractor agrees that the Contractor and the Architect will each have the authority to reject Work of the
Subcontractor which does not conform to the Prime Contract. The Architect's decisions on matters relating to aesthetic effect shall be
final and binding on the Subcontractor if consistent with the intent expressed in the Prime Contract.
4.1.6 The Subcontractor shall pay for all materials, equipment and labor used in connection with the performance of this Subcontract
through the period covered by previous payments received from the Contractor, and shall furnish satisfactory evidence, when requested
by the Contractor, to verify compliance with the above requirements,
4.1.7 The Subcontractor shall take necessary precautions to properly protect the Work of other Subcontractors from damage caused
by operations under this Subcontract.
4.1.8 The Subcontractor shall cooperate with the Contractor, other subcontractors and the Owner's own forces whose Work might
interfere with the Subcontractor's Work. The Subcontractor shall participate in the preparation of coordinated drawings in areas of
congestion, if required by the Prime Contract, specifically noting and advising the Contractor of potential conflicts between the Work
ofthe Subcontractor and that ofthe Contractor, other subcontractors or the Owner's own forces,
4.2 LAWS, PERMITS, FEES AND NOTICES
4.2.1 The Subcontractor shall give notices and comply with laws, ordinances, rules, regulations and orders of public authorities
bearing on performance of the Work of this Subcontract. The Subcontractor shall secure and pay for permits and governmental fees,
licenses and inspections necessary for proper execution and completion of the Subcontractor's Work, the furnishing of which is
required of the Contractor by the Prime Contract.
4.2.2 The Subcontractor shall comply with Federal, state and local tax laws. social security acts, unemployment compensation acts
and workers' compensation acts, and all other laws, ordinances, rules and regulations, insofar as applicable to the performance of this
Subcontract.
4.3 SAFETY PRECAUTIONS AND PROCEDURES
4.3.1 The Subcontractor shall take reasonable safety precautions with respect to performance of this Subcontract, shall comply with
safety measures initiated by the Contractor and with applicable laws, ordinances, rules, regulations and orders of public authorities for
the safety of persons and property in accordance with the requirements of the Prime Contract, The Subcontractor shall report to the
Contractor within three days of an injury to an employee or agent of the Subcontractor which occurred at the site.
4.3.2 If hazardous substances of a type of which an employer is required by law to notify its employees are being used on the site by
the Subcontractor, the Subcontractor's Sub -subcontractors or anyone directly or indirectly employed by them, the Subcontractor shall,
prior to harmful exposure of any employees on the site to such substance, give written notice of the chemical composition thereof to
the Contractor in sufficient detail and time to permit compliance with such laws by the Contractor, other subcontractors and other
employers on the site.
4.3.3 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material
or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Subcontractor,
the Subcontractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to the
Contractor in writing. When the material or substance has been rendered harmless, the Subcontractor's Work in the affected area shall
resume upon written agreement of the Contractor and the Subcontractor. The Subcontract Time shall be extended appropriately and
the Subcontract Sum shall be increased in the amount of the Subcontractor's reasonable additional costs of demobilization, delay and
remobilization, which adjustments shall be accomplished as provided in Article 5 of this Agreement.
4.3.4 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Subcontractor, the Subcontractor's
Sub -subcontractors, and agents and employees of any of them from and against claims, damages, losses and expenses, including but
not limited to attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material or
substance presents the risk of bodily injury or death as described in Subparagraph 4.3.3 and has not been rendered harmless, provided
that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of
tangible property (other than the Work itself) including loss of use resulting therefrom and provided that such damage, loss or expense
is not due to the sole negligence of a party seeking indemnity.
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
4.4 CLEANING UP
4.4.1 The Subcontractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused
by operations performed under this Subcontract. The Subcontractor shall not be kdJ responsible for unclean conditions oouucd by
other contractors orsubcontractors.
4.4.2 As provided under Subparagraph I4.1. if the Subcontractor fails mclean xpunprovided in the Subcontract Documents, the
Contractor may charge the Subcontractor for the Subcontractor's appropriate share of the cleanup costs.
4'5 WARRANTY
4.5.1 The Subcontractor ,mnnu/o to the 0vvnor. Aoh|/cc, and Contractor that mo*crio|o and equipment furnished under this
Subcontract will 6co[good quality and new unless otherwise required or permitted by the Subcontract Documents, that the Work of
this Subcontract will be bro from defects no/ inherent in the quality required o,permitted, and that the Work will conform mthe
requirements of the Subcontract Documents. Work not conforming to these rcquiremcx/a, including suhv(i(udnuo not properly
approved and authorized, may be considered defective. The Subcontractor's vmnao/y excludes remedy for damage or defect caused by
abuse, modifications not executed by the Subcontractor, improper or insufficient maintenance, improper operation, or normal wear and
tear under normal usage. This warranty shall be in addition to and not in limitation of any other warranty or remedy required by law or
hythe Subcontract Documents. 4.
6 INDEMNIFICATION 4.
6.1 Tuthe fullest extent permitted by law, the Subcontractor shall iodcmoi[ruod hold harmless the Owner, Contractor, Avchitoct. Architect's
consultants, and agents and employees oyany o[them from and against claims, damages, losses and expenses, including but not limited to
attorneys' fees, arising out of or "ooukiug from performance of the Subcontractor's Work vodo this Subcontract, provided that such
claim, damage, loss or expense is uxdhuuh|o to bodily injury, oioknoay, disease or death, or to injury to or drsunuhun of tangible
property (other than the Work iuc|0, rcguod|cus of whether or not such claim, damage, loss or expense is caused in part
by apurty imJcmoiUud hereunder. Such obligation ohu|| not hoconstrued to negate, abridge, orotherwise reduce other rights or obligations
of indernnity which would otherwise exist as to a party or person described in this Paragraph 4.6. 4,6.2
In o\wimu against any person or entity indemnified under this Paragraph 4.6 by an cmp|nycu of the Subcontractor, the Subcontractor's Sub -
subcontractors, anyone directly o, indirectly employed by them nranyone for whose acts they may be liable, the indemnification obligation under Subparagraph
4.6.1 shall not be limited by u limitation on the amount or type of damages, compensation or benefits payable
by or for the Subcontractor orthe 8uhoun,mcm/s Sub -subcontractors under workers' compensation acts, disability houcfitacts orother
employee benefit acts. 4'7 REMEDIES FOR NONPAYMENT
4.7./ |fthe Contractor does
not pay the Subcontractor through no fault u[the Subcontractor, within seven days from the time payment should he made as provided
in this Agnccmcu/. the Subcontractor may, without prejudice tnany other available nxmcdios, upon seven additional days' vviumn notice mthe
Contractor, stop the Work n[this 8ohwootnu/ uob| payment o[the amount owing has been received. The Subcontract Sum vhu|i by
appropriate adjustment, be increased by the amount of the Subcontractor's nuoonah|x costs o[demobilization, delay and rcmohi|izmion, ARTICLE
5 CHANGES INTH0WORK 5.1 The Owner
may make changes iothe
Work hyissuing Modifications tothe Prime Contract. Upon receipt n[such oModification issued xuhseqoco, to the execution of the 3okcon/uu/ Agreement,
the Contractor shall promptly notify the Subcontractor of the Modification. Uu|cos otherwise directed by the Contractor, the Subcontractor
nhu|| not /hcnuftcr nn]cr materials or perK/nn Work which umo|d he inconsistent with the changes made by
the Modifications wthe Prime Contract. 5.2 The Subcontractor may be ordered iowriting hy the
Contractor, without invalidating this Sohoox,mc/, to make changes in the Work *i(biu the general scope ofthis Subcontract consisting o[additions,
deletions urother revisions, including those required by k4ndificouiuos to the Prime Contract ioouoJ subsequent mthe execution v[this Agreement,
the Subcontract Sum and the Subcontract Time being adjusted accordingly. The 9uhoontmom,, prior tothe commencement n[such changed or
revised Work, nhx|| submit promptly /o the Contractor written copies o[nclaim for adjustment to the Subcontract
Sum and Subcontract Time for such revised Work inumanner consistent with requirements o[the Subcontract Documents. 4D|Construction, LLC s407`&
Port Royal Rd. Springfield VA. 2%151 Ph: 7O3.Ts0.
8g11FX:703J5O.21V3
5.3 The Subcontractor shall make all claims promptly to the Contractor for additional cost, extensions of time and damages for
delays or other causes in accordance with the Subcontract Documents. A claim which will affect or become a part of a claim which the
Contractor is required to make under the Prime Contract within a specified time period or in a specified manner shall be made in
sufficient time to permit the Contractor to satisfy the requirements of the Prime Contract. Such claims shall be received by the
Contractor not less than two working days preceding the time by which the Contractor's claim must be made. Failure of the
Subcontractor to make such a timely claim shall bind the Subcontractor to the same consequences as those to which the Contractor is
bound.
ARTICLE 6 MEDIATION AND ARBITRATION
6.1 MEDIATION
6.1.1 Any claim arising out of or related to this Subcontract, except claims as otherwise provided in Subparagraph 4.1.5 and except
those waived in this Subcontract, shall be subject to mediation as a condition precedent to aFhitration er the institution of legal or
equitable proceedings by either party.
6.1.2 The parties shall endeavor to resolve their claims by mediation which, unless the parties mutually agree otherwise, shall be in
accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect. Request for
mediation shall be filed in writing with the other party to this Subcontract and the American Arbitration Association. The Fequest may
he Riade eanourrewlywith the fi!iHg Of a demand f4 apbitf;atioH but, iR suoh eve, mediation shall proceed in advance Of aFbitFatioH OF
legal or equitable proceedings, which shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed
for a longer period by agreement of the parties or court order.
6.1.3 The parties shall share the mediator's fee and any filing fees equally. 'The mediation shall be held in the place where the
Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as
settlement agreements in any court having jurisdiction thereof.
6.2 ARBITRATION
6.2.1 qp Rr-AA,WAd 44 4 1 5 and pwr-'est
RIMINI
n.
6.2.4 Limitation on Consolidittion or joinder. Exeept by Nwiaefi ee nsefit of the PeFso" OF entity sought to he j a i Red, HO RFb i4ati0ft
aFiF,iH# OUt efoF Felating to the SHWORtFaet shall inelude, by eenselidation oFjoindeF or iii any etheF ma"ner, aHy persEm ar eHtity Hot a
pfts4y to the SubeentFaet uHdeF whieh sueh aFbitratien afises, u"less it is showR at the time the demand t;3F arbitFation is r4led that (1)
stieh peNen op e"tivy is substawially iw,,el,,,ed in a eemmen EluestieH of faef OF laNy, (2) the pFesenee of skieh person of emit-y reqHiFed
if eemplete relief is to be aeeef4ed in the aFbitFati6H, () the iweFest oF Fespensibility of stieh persofi or ewi, iR the M
insubstafitial, and (4) sHeh person oF ewity is not the AFehiteet, the Apehiteet's employee, the Arehiteet's eenstilta"t, OF aA emolayee oF
6.2.5 ("aims ftod Timely AssertioH of Giftims. 4'he pai4y filing a notiee of def"mid for afbkFmion Hitist asseo ifi the demmid al -I
1a;;;ns 'he;% knoWA t6 that paoy aii whieh arbitration is peFffli4ed t6 be deffialided.
6.2.6 L —A :-A--
ARTICLE 7 TERMINATION, SUSPENSION OR ASSIGNMENT OF THE SUBCONTRACT
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
7.1 TERMINATION BY THE SUBCONTRACTOR
7.1.1 The Subcontractor may terminate the Subcontract for the same reasons and under the same circumstances and procedures with
respect to the Contractor as the Contractor may terminate with respect to the Contractor as the Contractor may terminate with respect
to the Owner under the Prime Contract, or for nonpayment of amounts due under this Subcontract for 60 days or longer. In the event
of such termination by the Subcontractor for any reason which is not the fault of the Subcontractor, Sub -subcontractors or their agents
or employees or other persons performing portions of the Work under contract with the Subcontractor, the Subcontractor shall be
entitled to recover from the Contractor payment for Work executed and for proven loss with respect to materials, equipment, tools, and
construction equipment and machinery, including reasonable overhead, profit,
7.2 TERMINATION BY THE CONTRACTOR
7.2.1 If the Subcontractor persistently or repeatedly fails or neglects to carry Out the Work in accordance with the Subcontract
Documents or otherwise to perform in accordance with this Subcontract and fails within seven days after receipt of written notice to
commence and continue correction of such default or neglect with diligence and promptness, the Contractor may erminate the
Subcontract and finish the Subcontractor's Work by whatever method the Contractor may deem expedient. If the unpaid balance of the
Subcontract Sum exceeds the expense of finishing the Subcontractor's Work and other damages incurred by the Contractor and not
expressly waived, such excess shall be paid to the Subcontractor. If such expense and damages exceed such unpaid balance, the
Subcontractor shall pay the difference to the Contractor.
7.2.2 If the Owner terminates the Contract for the Owner's convenience, the Contractor shall deliver written notice to the
Subcontractor,
7.2.3 Upon receipt of written notice of termination, the Subcontractor shall:
1 cease operations as directed by the Contractor in the notice;
2 take actions necessary, or that the Contractor may direct, for the protection and preservation of the Work; and
3 except for the Work directed to be performed prior to the effective date of termination stated in the notice, terminate
all existing Sub -subcontracts and purchase orders and enter into no further Sub -subcontracts and purchase orders.
7.2.4 In case of such termination for the Owner's convenience, the Subcontractor shall be entitled to receive payment for Work
executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work Rk4 executed.
7.3 SUSPENSION BY THE SUBCONTRACTOR FOR CONVENIENCE
7.3.1 The Contractor may, without cause, order the Subcontractor in writing to Suspend, delay or interrupt the Work of this
Subcontract in whole or in part for such period of time as the Contractor may determine, In the event of suspension ordered by the
Contractor, the Subcontractor shall be entitled to an equitable adjustment of the Subcontract Time and Subcontract Sum.
7.3.2 An adjustment shall be made for increases in the Subcontract Time and Subcontract Sum, including profit on the increased
cost of performance, caused by suspension, delay or interruption. No adjustment shall be made to the extent:
1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the
Subcontractor is responsible;
2 that an equitable adjustment is made or denied under another provision of this Subcontract.
7.4 ASSIGNMENT OF' THE SUBCONTRACT
7.4.1 In the event of termination of the Prime Contract by the Owner, the Contractor may assign this Subcontract to the Owner, with
the Owner's agreement, subject to the provisions of the Prime Contract and to the prior rights of the surety, if any, obligated under
bonds relating to the Prime Contract. In such event, the Owner shall assume the Contractor's rights and obligations Linder the
Subcontract Documents. If the Work of the Prime Contract has been suspended for more than 30 days, the Subcontractor's
compensation shall be equitably adjusted.
7.4.2 The Subcontractor shall not assign the Work of this Subcontract without the written consent of the Contractor, nor subcontract
the whole of this Subcontract without the written consent of the Contractor, nor further subcontract portions of this Subcontract without
written notification to the Contractor when such notification is requested by the Contractor.
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
ARTICLE 8 THE WORK OF THIS SUBCONTRACT
8.1 The Subcontractor shall execute the following portion of the Work described in the Subcontract Documents, including all labor,
materials, equipment, services and other items required to complete such portion of the Work, except to the extent specifically
indicated in the Subcontract Documents to be the responsibility of others:
Insert up recise description of the Work of this Subcontract, referring where appropriate to numbers of Drawings. sections of
Specifications and pages ofAddenda, :Vfodifications and accepted Alternates.)
Subcontractor to provide all material, labor, equipment and supervision necessa[y to complete the Sprinkler Fire Protection Scol2c of
Work per Plans, Specifications, and Addenda,
INCLUSIONS
Item Number Description
001 Per plans and specs as dated in the attached Enumeration of Bid Documents.
002 Per Notice to Proceed (NTP) dated I 1/] 4/18
003 This sum is in accordance with the contract documents, the attached schedule (dated I 1/ 13/18), and your
attached proposal, all of which will become exhibits to Your Subcontract.
004 Price includes price protection for the duration of the project. Subcontract will be 1LIMP SUM". Quantities are
the responsibility of this subcontractor.
EXCLUSIONS
Item Number Description
001 Price does not include preliminary demo/reinstall (scheduled for 11/26/18... ) to facilitate installation of structural RTU steel, These
additional costs will be handled via T&M Change Order once costs are known.
ACCEPTED QUALIFICATIONS:
None.
Enumeration of Bid Documents is attached.
SUBMITTALS:
1. All submittals must be identified by submittal numbers corresponding to the ADI Construction, LLC Submittal Register. In the
event that a particular item is not identified on the Submittal Register, the submittal may be identified without a submittal number.
NOTES:
I. Submittals required by: 11/30/18
2. Long Lead confirmation required by: 11/30/18
3. Subcontractor is required to maintain as -built drawings which are to be submitted along with the Operation and Maintenance
Manuals to the General Contractor upon completion of the Work. Submission of these documents will be required prior to the * re i
of fiqql a ment.
4. Subcontractor is required to provide all submittal and operations and maintenance manual documents in an acceptable electronic
format.
ARTICLE 9 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
9.1 The Subcontractor's date of commencement is the date from which the Contract Time of Paragraph 9.3 is measured-, it shall be
the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in
a notice to proceed issued by the Contractor.
Insert the date of commencement, if it dif /&rsfi-ont the date qfthis Agreement or, if applicable. state that the date will be fried in a
notice to proceed) 0,
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
9.2 Unless the date of commencement is established by a notice to proceed issued by the Contractor, or the Contractor has
commenced visible Work at the site under the Prime Contract, the Subcontractor shall notify the Contractor in writing not less than
five days before commencing the Subcontractor's Work to permit the timely filing of mortgages, mechanic's liens and other security
interests.
9.3 The Work of this Subcontract shall be substantially completed not later than
Insert the calendar date or number of calendar du fvsaftertheSubcontractorsdaleocommencement. Also insert any requirements
for earlier Substantial Completion (?I'certain portions (?I'the Subcontractors Work, il'not stated elsewhere in the Subcontract
Documents.)
3292019
subject to adjustments of this Subcontract Time as provided in the Subcontract Documents.
Insert provisions, ifany, for liquidated damages relating to.tailure to complete on time.) 9.
4 With respect to the obligations of both the Contractor and the Subcontractor, time is of the essence of this Subcontract, 9.
5 No extension of time will be valid without the Contractor's written consent after claim made by the Subcontractor in accordance with
Paragraph 5.3. ARTICLE
10 SUBCONTRACT SUM 10.
1 The Contractor shall pay the Subcontractor in current funds for performance of the Subcontract the Subcontract Sum of Eleven thousand
eight hundred ninety six and 00/100 Dollars ($11,896,001, subject to additions and deductions as provided in the Subcontract Documents.
10.
2 The Subcontract Sum is based upon the following alternates, if any, which are addressed in the Subcontract Documents and have
been accepted by the Owner and the Contractor: Insert
the numbers or other identification of accepted alternates.) 10.
3 Unit prices, if any, are as follows: ARTICLE
11 PROGRESS PAYMENTS 11.
1 Based upon applications for payment submitted to the Contractor by the Subcontractor, corresponding to applications for payment
submitted by the Contractor to the Architect, and certificates for payment issued by the Architect, the Contractor shall make progress
payments on account of the Subcontract Sum to the Subcontractor as provided below and elsewhere in the Subcontract Documents.
Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum, payments received
by the Contractor and Subcontractor for Work properly performed by their contractors and suppliers shall be held by the Contractor
and Subcontractor for those contractors or suppliers who performed Work or furnished materials, or both, under contract with
the Contractor or Subcontractor for which payment was made to the Contractor by the Owner or to the Subcontractor by the Contractor,
as applicable. Nothing contained herein shall require money to be placed in a separate account and not commingled with money
of the Contractor or Subcontractor, shall create any fiduciary liability or tort liability on the part of the Contractor or Subcontractor
for breach of trust or shall entitle any person or entity to an award of punitive damages against the Contractor or Subcontractor
for breach of the requirements of this provision. Subcontractor acknowledges that payment to the Contractor b_ythe Owner
for work performed by the Subcontractor is a condition precedent to payment by the Contractor to the Subcontractor, 11.
2 The period covered by each application for payment shall be one calendar month ending on tile last day of the month, or as follows:
11.
3 Provided an application for payment is received by the Contractor not later than the I 5th day of the month for Work proiected through
the end of the same month and the Subcontractor has provided (in a form satisfactory to Contractor and Owner) partial lien waivers,
release of claims and/or affidavits as may be required by Contractor and/or Owner from Subcontractor and its subcontractors and
suppliers for all prior payments and the payment then applied for, tile Contractor shall include the Subcontractor's Work covered by
that application in the next application for payment which the Contractor is entitled to submit to the Architect. The Contractor shall pay
the Subcontractor each progress payment within seven working days after the Contractor receives payment from the Owner. 11.
4 If an application for payment is received by the Contractor after the application date fixed above, the Subcontractor's Work covered
by it shall be included by the Contractor in the next application for payment Submitted to the Architect. ADI
Construction, LLC 5407-
A Port Royal Rd. Springfield VA. 22151 Ph:
703.750.3911 FX: 703.750.2103 10
11.5 Each application for payment shall be based upon the most recent schedule of values submitted by the Subcontractor in
accordance with the Subcontract Documents. The schedule of values shall allocate the entire Subcontract Sum among the various
portions of the Subcontractor's Work and be prepared in such form and supported by such data to substantiate its accuracy as the
Contractor may require. This schedule, unless objected to by the Contractor, shall be used as a basis for reviewing the Subcontractor's
applications for payment.
11.6 Applications for payment submitted by the Subcontractor shall indicate the percentage of completion of each portion of the
Subcontractor's Work as of the end of the period covered by the application for payment. Notwithstanding anything in this Agreement
to the contrary, each application for payment shall comply in all respects with the ADI Construction, LLC Billing Procedures which
are available for review upon request by Subcontractor.
11.7 Subject to the provisions ofthe Subcontract Documents, the amount of each progress payment shall be computed as follows:
11.7.1 Take that portion of the Subcontract Sum properly al locable to completed Work as determined by multiplying the percentage
completion of each portion of the Subcontractor's Work by the share of the total Subcontract Sum allocated to that portion of the
Subcontractor's Work in the schedule of values, less that percentage actually retained, if any, from payments to the Contractor on
account of the Work of the Subcontractor. Pending final determination of cost to the Contractor of changes in the Work which have
been properly authorized by the Contractor, amounts not in dispute shall be included to the same extent provided in the Prime
Contract, even though the Subcontract Sum has not yet been adjusted;
11.7.2 Add that portion of the Subcontract Sum properly allocable to materials and equipment delivered and suitably stored at the
site by the Subcontractor for subsequent incorporation in the Subcontractor's Work or, if approved by the Contractor, suitably stored
off the site at a location agreed upon in writing, less the same percentage retainage required by the Prime Contract to be applied to such
materials and equipment in the Contractor's application for payment,
11.7.3 Subtract the aggregate of previous payments made by the Contractor; and
11.7.4 Subtract amounts, if any, calculated under Subparagraph 11.7.1 and 11 .7.2 which are related to Work of the Subcontractor
for which the Architect has withheld or nullified, in whole or in part, a certificate of payment for a cause which is the fault of the
Subcontractor.
11.8 Upon the partial or entire disapproval by the Contractor of the Subcontractor's application for payment, the Contractor shall
provide written notice to the Subcontractor. When the basis for disapproval has been remedied, the Subcontractor shall be paid the
amounts withheld.
11.9 SUBSTANTIAL COMPLETION
11.9.1 When the Subcontractor's Work or a designated portion thereof is substantially complete and in accordance with the
requirements of the Prime Contract, the Contractor shall, upon application by the Subcontractor, make prompt application for payment
for such Work. Within 30 days following issuance by the Architect of the certificate for payment covering such substantially
completed Work, the Contractor shall, to the full extent allowed in the Prime Contract, make payment to the Subcontractor, deducting
any portion of the funds for the Subcontractor's Work withheld in accordance with the certificate to cover costs of items to be
completed or corrected by the Subcontractor. Such payment to the Subcontractor shall be the entire unpaid balance of the Subcontract
Sum if a full release of retainage is allowed under the Prime Contract for the Subcontractor's Work prior to the completion of the entire
Project. If the Prime Contract does not allow for a full release of retainage, then such payment shall be all amount which, when added
to previous payments to the Subcontractor, will reduce the retainage on the Subcontractor's substantially completed Work to the same
percentage of retainage as that on the Contractor's Work covered by the certificate.
ARTICLE 12 FINAL PAYMENT
12.1 Final Payment, constituting the entire unpaid balance of the Subcontract Sum, shall be made by the Contractor to the
Subcontractor the Subcontractor's Work is fully performed in accordance with the requirements of the Subcontract Documents, the
Architect has issued a certificate for payment covering the Subcontractor's completed Work and the Contractor has received payment
from the Owner. If, for any cause which is not the fault of the Subcontractor, a certificate for payment is not issued or the Contractor
does not receive timely payment or does not pay the Subcontractor within three working days after receipt of payment from the Owner,
final payment to the Subcontractor shall be made upon demand.
Insert provisions for earlier final payment to the Subcontractor, ifapplicable.)
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703,750,3911 FX: 703.750.2103
11
12.2 Before issuance of the final payment, the Subcontractor, if required, shall submit evidence satisfactory to the Contractor that all
payrolls, bills for material and equipment, and all known indebtedness connected with the Subcontractor's Work have been satisfied.
ARTICLE 13 INSURANCE AND BONDS
13.1 The Subcontractor shall purchase and maintain insurance, through an A.M. Best rated carrier of the following types of coverage
and lit -nits of liability:
Ua Worker's Compensation and Employer's Liability. Subcontractor shall procure and maintain Worker's Compensation and
Employer's Liability Insurance covering all of its employees in conformance with the laws of any state, district or territory of the
United States of America in which Subcontractor's Work is to be performed, except that such insurance shall not have a limit of
liabili!y less than $ 1,000,000 for any one accident,• $ 1,000,000 disease policy; $ 1,000,000 disease each employee.
Comprehensive General Liability. Subcontractor shall procure and maintain Comprehensive General Liability Insurance on an
occurrence basis with coverages including: Premises/Operations, Independent Contractors, Completed Operations for a period of three
3) years following the acceptance of Subcontractor's Work, Broad Form Contractual Liability, Broad Form Prol2ertv Damage, and
Personal followin2 Per occurrence limits:
Each Occurrence 1,000,000
General AgUMate $2,00o,000
Products/Completed Operations Aggregate $2,000,000
Personal lRigry S 1,000,000
Fire Damage 300 000
and Medical Expense 10,000
Comprehensive Automobile Liability. Subcontractor shall procure and maintain Cornpjehensive Automobile Lial)ilitlnsnrance
with the following, limits:
Combined Single Limit of $1,000,000 per occurrence, including bodily iniu[y and property damage
This policy shall be on a standard form written to cover all owned, hired and non -owned automobiles.
d) Umbrella Excess Liability. Subcontractor shall procure and maintain an Umbrella Excess Liability policy on an excess basis
above the goverages described in (a). (b) and (c) above with per occurrence and aggregate limits of:
For Interior Construction $ 3,000,000
For Interior Structural Construction $ 5,000,000
For Exterior Construction $10,000,000
cf-Subcontractor shall require anv and all Subcontractors thev emnlov to nerform ariv nortion of the work of this subcontract to
maintain insurance equal to the types of coverage and limits of liability in Article 13.1 (a) - (d)q
13.2 Coverages, shall be maintained without interruption from date of commencement of the Subcontractor's Work until date of final
payment and for a period of 3 years following the acceptance of subcontractors work.
13.3 Certificates of insurance acceptable to the Contractor shall be filed with the Contractor prior to commencement of the
Subcontractor's Work. These certificates and the insurance policies required by this Article 13 shall contain a provision that coverages
afforded under the policies will not be cancelled or allowed to expire until at least 30 days prior written notice has been given to the
Contractor. If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably
available, an additional certificate evidencing continuation of such coverage shall be submitted with the final application for payment
as required in Article 11 If any information concerning reduction of coverage is not furnished by the insurer, it shall be furnished by
the Subcontractor with reasonable promptness according to the Subcontractor's information and belief.
This policy shall be endorsed to include Contractor and Owner as additional insureds during the term of the Subcontract and shall state
that this insurance, including general liability, workers compensation, employees liability, auto liability and umbrella excess liability is
primary insurance as regards any other insurance carried by Contractor or Owner. Insurance coverage is Primary and
Non -Contributory to any other insurance of the above mentioned entities. Subcontractor shall provide Contactor with a copy of all
exclusions which are in force on the above listed insurance policies. Subcontractor shall nrovide written conics of additional insured
ortions of policy endorsements.
ADI Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
12
t
13.4 The Contractor shall furnish to the Subcontractor satisfactory evidence of insurance required of the Contractor Linder the Prime
Contract.
13.5 The Contractor shall promptly, upon request of the Subcontractor., furnish a copy or permit a copy to be made of any bond
covering payment of obligations arising under the Subcontract.
13.6 Performance Bond and Payment Bond:
If the Subcontractor is to furnish bonds, insert the specific requirements here.)
13.7 PROPERTY INSURANCE
13.7.1 When requested in writing, the Contractor shall provide the Subcontractor with copies of the property and equipment policies
in effect for the Project, The Contractor shall notify the Subcontractor ifthe required property insurance policies are not in effect
13.7.2 If the required property insurance is not in effect for the full value of the Subcontractor's Work, then the Subcontractor shall
purchase insurance for the value of the Subcontractor's Work, and the Subcontractor shall be reimbursed for the cost of the insurance
by an adjustment in the Subcontract Sum-.
13.7.3 Property insurance for the Subcontractor's materials and equipment required for the Subcontractor's Work, stored offsite or in
transit and not covered by the Project's property insurance, shall be paid for through the application for payment process.
13.8 WAIVERS OF SUBROGATION
13.8.1 The Contractor and Subcontractor waive al I rights against (I) each other and any of their subcontractors, sub -subcontractors,
agents and employees, each of the other, and (2) the Owner, the Architect, the Architect's consultants, separate contractors, and any of
their subcontractors, sub -subcontractors, agents and employees for damages caused by fire or other causes of loss to the extent covered
by property insurance provided Linder the Prime Contract or other property insurance applicable to the Work, except such rights as they
may have to proceeds of such insurance held by the Owner as a fiduciary. The Subcontractor shall require of the Subcontractor's
sub -subcontractors, agents and employees, by appropriate agreements, written where legally required for validity, similar waivers in
favor of the parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver
of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty Of
indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or
entity had an insurable interest in the property damaged.
ARTICLE 14 TEMPORARY FACILITIES AND WORKING CONDITIONS
14.1 The Contractor shall furnish and make available to the Subcontractor the following temporary facilities, equipment and
services; these shall be furnished at no cost to the Subcontractor unless otherwise indicated below:
14.2 Specific working conditions:
Insert ani., applicable arrangements concerning working conditions and labor matters far the Pr(ject.)
ARTICLE 15 MISCELLANEOUS PROVISIONS
15.1 Where reference is made in this Subcontract to a provision of another Subcontract Document, the reference refers to that
provision as amended or supplemented by other provisions of the Subcontract Documents.
15.2 Payments due and unpaid under this Subcontract shall bear interest from the date payment is due at such rate as the parties may
agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located.
Insert rate of interest agreed upon, ifany.)
Zero percent (0%) per annurn. No interest will be paid.
I iv v laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other
regulations at the Owner's, Contractors, Subcontractors principal places ql'business, the location of the Project and elsewhere may
affect the validity cif this provision. Legal advice should be obtained with respect to deletions or modifications, and also regarding
requirements such as written disclosures orwaivers.)
AD[ Construction, LLC
5407-A Port Royal Rd. Springfield VA. 22151
Ph: 703.750.3911 FX: 703.750.2103
13
15.3 Retainage and any reduction thereto is as follows:
A retainage of 10% will be withheld from all payments for work performed Linder this agreement until such time that the Work of the
entire nroiect is sulbstantiall complete. Once substantial completion is achieved, payments will be made in accordance with Articles
I I and 12 of this Agreement.
15.4 The Contractor and Subcontractor waive claims against each other for consequential damages arising out of or relating to this
Subcontract, including without limitation, any consequential damages due to either party's termination in accordance with Article 7.
ARTICLE 16 ENUMERATION OF SUBCONTRACT DOCUMENTS
16.1 The Subcontract Documents, except for modifications issued after execution of this Subcontract, are enumerated as follows:
16.1.1 This modified version of the 1997 edition of the Standard Form of Agreement Between Contractor and Subcontractor, AIA
Document A401-1997;
16.1.2 The Prime Contract, consisting of the Agreement between the Owner and Contractor dated as first entered above and the
other Contract Documents enumerated in the Owner -Contractor Agreement;
16.1.3 The following Modifications to the Prime Contract, if any, issued subsequent to the execution of the Owner -Contractor
Agreement but prior to the execution of this Agreement:
Modification Date
16.1.4 Other Documents, if any, forming part of the Subcontract Documents are as follows:
List anyy addi tional documents that are i ntended to form Documents.brm part of the Subcontract Documents. Requests for proposal and the
Subcontractor's bid or proposal should be listed here only if intended to he part ofthe Subcontract Documents.)
ARTICLE 17 GOVERNING LAW
This Contract shall be governed by the laws of the Commonwealth of Virginia. The parties agree that any claim arising out of or
related to this agreement and the Project that ADI Construction, LLC and Subcontractor are unable to resolve consensually shall first
be submitted to mediation, which mediation shall be conducted in Fairfax County. Virginia, or such other place as the parties shall
mutually agree. The parties further agree that if the mediation is unsuccessful, they hereby consent to personal jurisdiction and venue,
for any action arising out of a breach or threatened breach of this Agreement in the Circuit Court in and for Fairfax County, Virginia.
The parties further hereby agree that any controversy which may arise under this Agreement would involve complicated and difficult
factual and legal issues. Therefore, any action brought by either party, alone or in combination with others, whether arising
out of this Agreement or otherwise, shall be determined by a Judge sitting without a jury, and they hereby waive any right to a
jury trial. Any breach of this Agreement shall result in the prevailing party being entitled to receive from the other party all of its
reasonable attorney's fees, costs, and expenses incurred at both the trial and appellate levels.
CONTRACTOR (Signature)
PrintedNameand title) 21),
2M8, SUBCONTACTOR (
Signature) Chris
Whigham CEO Printed
Name and Title) ADI
Construction, LLC 5407-
A Port Royal Rd. Springfield VA. 22151 Ph:
703.750.3911 FX: 703,750.2103 14
ENUMERATION OF BID DOCUMENTS
Section Number Description Title Revision Date
G-000 Cover Sheet JbIndex 8/29/2018
G-101 Code Compliance 66Life 8af'e|y 8/29/2018 8P-
01 Specifications 8/29/2018 ASP'
02 Specifications 8/29/2018 ASP-
O] Specifications 8/29/2018 3P-
04 Specifications 8/29/2018 ASP-
05 Specifications 8/29/2018 6P'
06 Specifications 8/29/2018 ASP'
07 Specifications 8/29/2018 8P-
08 Specifications 8/29/2018 ASP-
09 Specifications 8/29/2018 AD'|
O| Demolition Plan 8/29/2018 D-
201 Exterior DmmoElevations 8/29/2018 A'
00| Note, Symbols, &Abbreviations 8/29/2018 003
Partition Types 8/29/2018 A-
101 Annotated Floor Plan 8/29/2018 102
Enlarged Plans and Dc<ui|o 8/29/2018 Dimensioned
Partition Plan 9/24/2018 A-
121 Stab Plan 6LDetails 8/20/2018 3|
Reflected Ceiling Plan and Dc<u||s 8/29/2018 A'
201 Exterior Elevations 10/12/2018 A'
401 Millwork Schedule 6tDetails 8/29/2018 A-
402 Millwork Elevations & Details - Specialty Millwork 8/29/2018 403
Millwork Elevations 8/29/2018 601
Door Schedule, Notes 8iDetails 9/24/2018 A-
701 Standard Finishes & Room Finish Schedule 8/29/2018 A-
702 Floor Finish Plan 8/29/2018 A'
703 VVu|| Finish &cGraphics P|oo 8/29/2018 A-
801 Furniturc, Fxi(ures6b Equipment Plan 8/29/2018 PP-
001 Notes, Symbols. and Abbreviations 8/29/2018 FP-
lO| F|oorMan-FirePvotocdon 8/20/2018 P-
00\ Notes, Symbols, Schedules JtAbbreviations 8/29/2018 P-
002 Plumbing Specifications 8/29/2018 PC-
l0| Demolition Floor Plan -Plumbing 8/29/2018 P'
101 Floor Plan 'Sanitary &Vcnt Piping 9/24/2018 P-| | |
F|oorP|un- Water 6tGas Piping 9/24/2018 P-|}|
Roof Plan ' Plumbing 9/24/2018 P-
501 Plumbing Details 9/24/2018 P`
602 Diagrams 8/29/2018 M-
00| Notes, Symbols, &Abbreviations 8/29/2018 M-
002 Mechanical Specifications 8/29/2018 K4U'
101 Demolition Floor Plan -HV&C 8/29/2018 MD-|||
Demo|idooRuofP|un-HVAC 8/29/2018 K1-
101 Floor Plan -R\/&C 9/24/2818 M-
1|| RoofP|un'HV/\C 10/12/2018 K4-
501 Details 8/28/2018 M-
601 Schedules 10/12/2018 E'
00| Notes, Symbols. and Abbreviations 8/29/2018 E-
002 Electrical Specifications 8/29/2018 C-
003 Electrical Specifications 8/29/2018 AD|
Construction, LLC 5407'
4Port Royal Rd. Springfield VA. 22151 Ph:
T0V.7s0.3g11FX:7V3J5V.2103 15
A
GC-N| Demolition Floor Plan -Electrical 8/29/2018
181 RourPbm-Lkzhhng 8/20/2018
F-| I Floor Plan - Power &Tc|ocom 8/29/2018
E-121 FlnorP|an-Sy$cms 8/29/2018
E-|3) Floor Plan - E|uc(,icu| HVAC 8/29/2018
E-|4| Roof Plan - Electrical HVAC 10/12/2018
G-501 Electrical Details and Diagrams 8/29/2018
B-511 Lighting Details and Diagrams 8/29/2018
G-601 Schedules and Diagrams 10/12/2018
ADI Construction.4C
5407`APort Royal Rd. Springfield VA. 2215n
Ph: TV3.TsV.3y11FX`7u375V.21U3
16
4145 County Road 661
Tavares, FIL 32778-9371
362-639-4119
Greg Whigharn
gwhigham&litefirefl.com
Y' , \-MX
ADI Construction Davits Northside Sanford
5407 Port Royal Rd, Suite A Sanford, F1
Springfield, VA 22151-2302
703-750-3911
Qty Name Description Rate Amount Tax Approved
1 Add and Relocate for new tenant Add and Relocate for new tenant $11,896.00 $11,896.00 NON Yes
Subtotal $11,896,00
Tax $0.00
Total Contract: $ 1 1 8 96, 00
1-11-111-1-1-1 - - -------- -1
Price does not include preliminary demo/reinstall (scheduled for 11/26/18 ... ) to facilitate installation of
structural RTU steel. These additional costs will be handled via T&M Change Order once costs are known.
Price to do add and relocates from existing system. Includes Design, Permit, Material, and Labor. Layout based on plans by Alex
Roush dated 8/29/18.
Excludes:
Relocation of Mains or Branch Lines
Underground Modification
Painting Pipe
Water Quality
Electrical Wiring
QUOTATION TERMS AND CONDITIONS
Throughout this quotation, Elite Fire is referred to as "Seller", the customer is referred to as "Buyer'
LIMITATION OF LIABILITY. in consideration of the potential relative cost benefits occurring to Wier for performing the work, buyer agrees to under no circumstances shall the liability
of seller, whether in tort or contract, arising out of or relating to this quotation for the performance or failure to perform any action by seller or any employee, agent, subcontractor a
representative of seller exceed the monetary price payable to buyer to sell as set forth above in this quotation. As a condition precedent to any claim or lawsuit against seller, all
outstanding invoices must be paid in full, without compromise on amounts owed.
Created with ffftWpPUk
ACTIONS BY OTHERS. In no event shall seller be liable for any damage, loss, injury, or any other claim arising from any servicing, alteration, modification, changes, failure to maintain or
movements of the covered system(s) or any of its component parts by the buyer or any third -party.
WAIVER OF SUBROGATION. The Wier is not an insurer against loss or damage. Sufficient insurance shall be obtained by buyer to cover the premises (and property therein) where the
work wilt be performed. Buyer agrees to rely exclusively on buyers insurance to recover for injuries, losses or damages suffered in the event of any loss, damage or injury to the
premises, persons or property therein. Buyer, for itself and all others cleaning by or through it under this quotation, releases and discharges setter from and against ail losses, costs,
expenses, and damage is covered by buyers insurance, Is expressly agreed and understood that no insurance company, insurer or other entity/individual will have any right of
subrogetion against seller.
INCIDFNTAUCONSEQUEN71AL DAMAGES, Under no circumstances shall seller be liable to buyer for inchrecl, incidental or consequential damages of any kind, including but not limited
to damages arising from or related to the use, loss of use, performance, orfailure of the cover system(s) to perform.
LIMITED WARRANTY, SELLER WARRANTS THAT THE WORK FURNISHED UNDER THIS QUOTATION WILL BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR (365) DAYS FROM
THE DATE SAID WORK IS COMPLETED, SELLER AGREES TO REPAIR OR REPLACE THE WORK PROVIDED THAT THE WORK HAS NOT FAILED DUE TO CIRCUMSTANCES UNRELATED
TO THE MATERIAL OR WORKMANSHIP FURNISHED BY SELLER (e,g, ABUSE, FAILURE TO MAINTAIN, SERVICE OR REPAIR BY OTHERS ECT ... I EXCEPT AS EXPRESSSLY SET FORTH
HEREW SELLER DISCLAIMS ALL WARRANTIES, EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A
PARTICULAR PURPOSE WITH RESPECT TO THE SERVICES PERFORMED OR THE PRODUCTS, SYSTEMS OR EQUIPMENT, IF ANY, SUPPLIED HEREUNDER,
IDEMNITY. Buyer agrees to indemnify, hold harmless and defense hour, to the fullest extent permitted by law, egotist any and all losses, damages, costs, inducting expert fees and
attorneys fees, arising from or related to any action or failure to act by buyer or any employee, agent, representative, officer or director of buyer. In the event seller is forced to retain
an attorney in orderto collect monies owed to seller by buyer, buyer agrees to pay seller's reasonable attorney's tees incurred both pre -suit and in litigation related to the collection of
monies owed by buyer to seller or to sellers attempt to enforce any ofthe terms and conditions ofthis quotation,
WATER SUPPLY. Seller make no claims and/or representations as to the present currently or in the future of corrosion inducing matter, !.a microbiological organisms, contained within
the water supply. Setter recommend that the water supply the periodically tested and, as needed, treated. Periodic testing and treatment of the water supply and all costs associated
there with are the sole responsibility of fire. Any such testing by seller must be pursuant to a separate written agreement,
AFFILIATES. The term and conditions set forth in this quotation shall inure to the benefit of all parents, subsidiaries and affiliates of seller, whether direct or indirect sellers employees,
agents, officers and directories.
Signature Data
The above is
superseded by AIA
subcontract.
Created with njdgk
VIf C, Asiapatmis
F FINANCt
I
L
11
0
1
FFICE
I
R -----
Sinco
BUREAU CHIEF
Julius Halas Keith McCarthy
DIVISION DIRECTOR SAFETY PROGRAM MANAGER
FLORIDA DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF STATE FIRE MARSHAL
200 East Gaines Street - Tallahassee, Florida 32399-0342
Tel. 850-413-3644 Fax, 850-410-2467
THIS CERTIFIES THAT:
CERTIFICATE OF COMPETENCY
OFFICIAL COPY
Christopher J Whigham
24636 Madison Street
Astatula FL 34705
BUSINESS ORGANIZATION: Elite Fire Protection, Inc.
Contractor 11 is limited to the execution of contracts requiring the ability to layout, fabricate, install,
inspect, alter, repair, and service water sprinkler systems, water spray systems, foam -water sprinkler
systems, foam -water spray systems, standpipes, combination standpipes and sprinkler risers, all piping
that is an integral part of the system beginning at the point of service, sprinkler tank heaters, air lines,
thermal systems used in connection with sprinklers, and tanks and pumps connected thereto, excluding
pre-engineered systems.
Issue Date:
Type:
Class:
County:
License/Permit #:
Expiration Date:
07/01/2018
07
12
Lake
FPC 15-000083
06/30/2020
4
Chief Financial Officer
A'Q CERTIFICATE OF LIABILITY INSURANCE DAT2/13/2018
Y)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
NAME: Sue Carlson
Merrill Insurance Group, Inc. PHONE FAX
1520 S Bay Street (Arc, NQ,_FsrK 352-589-5200 Marc, Ne): 352 589-5222
Eustis FL 32726-5555 ADDRESS: Sue@merriliinsurance,com
INSURER(S! AFFORDING COVERAGE __.
y
NAIC N
INSURER A : Security National Insurance CO 19$79
INSURED EUTFIRA1 INSURER B : United Specialty Insurance Company 12537
Elite Fire Protection Inc
4145 C.R. 561 INSURER C : Bndgefield Employers Insurance 10701
Tavares FL 32778 INSURER D:
INSURER E : ''.....
COVERAGES CERTIFICATE NUMBER* 3A7Rn1n5cl REVISION NUMRFR-
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR' ....._ ,..... ---.. ....._--- ADDLSUER` ....._. ----- ' POLICY EFF ' POLICYMP TYPEOFINSURANCELTRPOLICYNUMBERMMIDD/YYYY MM/DDlYYYY LIMITS A
GENERAL LIABILITY Y Y !. 2214372A 7116/2018 7/16/2019 EACH OCCURRENCE $ 1,000.000 X !
DAMAGE TO RENTED D- COMMERCIALGENERALLIABILITYPREMISES.(Ea occurrence? $ 300 000 CLAIMS -
MADE X OCCUR MED EXP (Any one person) $ 10 000 PERSONAL &
ADV INJURY S 1.000.000 GENERAL
AGGREGATE $ 2.000.000 GEN'
L AGGREGATE LIMIT APPLIES PER '.... PRODUCTS- COMPIOP AGO $ 2,000,000 POLICY
X PRO- ',,. LOC AUTOMOBILE
LIABILITY COMBINED SINGLE LIMIT Ea
accident).. ..-...... ANY
AUTO '... '.. BODILY INJURY (Per person) $ ALL
OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS _ 'AUTOS PROPERTY_
DAMAGE NON-OWNED MIRED
AUTOS AUTOS Peracadent) S
B
UMBRELLA LIX USA4222468 7116t2018 7f96l2079 EACH OCCURRENCE $1,000 000 OCCUR XEXCESS
LIABAB CLAIMS -MADE AGGREGATE $ DED X
RETENTION $ 10,000 C WORKERS
COMPENSATION Y 0830.66653 8/1/2018 8/1/2019 x WC STATU 'OTH, AND EMPLOYERS'
LIABILITY Y / N '...... ''.,. TORY._L!.MIT$ v ANY PROPRIETOR/
PARTNER/EXECUTIVE E.L EACH ACCIDENT $ 1,000 000 OFFICER/MEMBEREXCLUDED? N / A Mandatory in
NH) E L DISEASE - EA EMPLOYEE $ 1.000 000 if yes
describe under DESCRIPTION OF
OPERATIONS below:EL DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF
OPERATIONS / LOCATIONS r VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) THIS INSURANCE
IS ISSUED PURSUANT TO THE FLORIDA SURPLUS LINES LAW. PERSONS INSURED BY SURPLUS LINES CARRIERS DO NOT HAVE THE
PROTECTION OF THE FLORIDA GUARANTY ACT TO THE EXTENT OF ANY RIGHT OF RECOVERY FOR THE OBLIGATION OF AN INSOLVENT UNLICENSED
INSURER. SURPLUS LINES INSURERS' POLICY RATES AND FORMS ARE NOT APPROVED BY ANY FLORIDA REGULATORY AGENCY
CERTIFICATE HOLDER
CANCELLATION SHOULD ANY
OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH
THE POLICY PROVISIONS. City of
Sanford 300 N
Park Avenue Sanford FL
32771 AUTHORIZED IREPRESENTATIVE 1988-2010
ACORD CORPORATION. All rights reserved. ACORD 25 (
2010/06) The ACORD name and logo are registered marks of ACORD
V
R
Elite Fire Protection
4145 County Rd 561
Tavares, FL 32778
P: 352-639-4119
F: 352-639-4151
Submittal Data
Davita Medical Group
1500 S French Ave
Sanford, FL 32771
FM Approved and Fully Listed Sprinkler Pipe
Wheatland Tube's Mega -Flow steel fire sprinkler
pipe is FM Approved for roll -grooved, plain -end
and welded joints for wet systems: and UL' and
C-UI_ Listed and FM Approved for use with roll -
grooved, swage groove, plain -end couplings and
welded joints for wet, dry preaction and deluge
systems. Mega -Thread is FM Approved for use
in wet systems and is UL and C-UL Listed and
FM Approved for wet, dry and preaction
sprinkler systems.
Approvals and Specifications
Both products meet or exceed these standards:
ASTM A795, Type E, Grade A
NFPA' 13 and NFPA 14
Mega -Thread is approved for
standard hanger spacing
Manufacturing Protocols
Mega -Flow and Mega -Thread are subjected to the
toughest possible testing protocols to ensure the
highest quality and long-lasting performance.
Finishes and Coatings
Mega -Flow, like all Wheatland black steel fire
sprinkler pipe, receives a proprietary mill coating
to ensure a clean, corrosion -resistant surface
that outperforms and outlasts standard lacquer
coatings. This coating allows the pipe to be
easily painted without special preparation.
Mega -Thread is hot -dip galvanized to meet
FM requirements for dry systems.
Product Marking
Each length of Wheatland fire sprinkler
pipe is continuously stenciled to show the
manufacturer, type of pipe, grade, size and
length. Barcoding is acceptable as a
supplementary identification method.
MEGA -FLOW SPECIFICATIONS
NOM
NPS OD NOM ID UL CRR* MEGA -FLOW
A Ml V 414, "o,
11/4 1,660 1.530 1.442 1,380 1.80 1.00 1.108 61
11/4 1.900 1.740 1.682 1,610 2.64 1.00 11556 61
2 2,375 2.215 2,157 2,067 214 1.00 1.961 37
21/a 2,875 2,707 2.63E 1469 1.43 1.00 1504 so
3 3.500 3.316 3.260 3.068 1.34 1,00 3.349 19
4 4.500 4.3116 4,260 4,026 Loo 1100 4,331 19
6 6.625 6.395 6.357 6.065 0.75 L00 8,000 10
Calculated using Standard UL CRP formula, Ul, Fire Protection Directory, Category VIZY.
The CRR Is a ratio value used to measure the ability of apipe to withstand corrosion.
Threaded Schedule 40 steel pipe Is used as the benchmark (value of 1.0).
MEGA -THREAD SPECIFICATIONS
NOM
NPS OD NOM ID UL CRR* MEGA -THREAD
1 1.315 1,087 1.049 1.00 1.00 0.61 1.462 70
11/4 1,660 L416 1_380 1100 Loo 0.39 1.989s SI
11/2 L900 1.650 1.610 1.00 too 0.31 2.370 44
2 2.375 2117 2.067 Loo 1100 0125 3,094 30
Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY
The CRR is a ratio value used to measure the ability ofa pipe to withstand corrosion.
Threaded Schedule 40 steelpipe is used as the benchmark (value of 1.0).
C(s) APPROVER >
ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE:
LOCATIONS:
MEGA -FLOW —BLACK
COMMENTS:
MEGA -THREAD —HOT -DIP GALVANIZED
FITTINGS
f
TL4
rmrrrq99-U-1 0
700 Goldman Drive
Cream Ridge, NJ 08514
Toll: 800.999.2550
Ph: 609,758.0800
SPECIFICATIONS
DUCTILE IRON THREADED FITTINGS
ALL DUCTILE IRONS MANUFACTURED FOR AND BY
UNIQUE FITTINGS & FLANGESo CONFORM TO, COMPLY WITH, AND ARE
MANUFACTURED TO THE FOLLOWING STANDARDS:
ASTM A 536- Grade 65-45-12
ANSI B 16.3- Malleable Iron Threaded Fittings Classes 150
ANSI/ASME61.20.1- Pipe Threads, General Purpose (inch) NPT
FM
APPROVED
C UL us
D.I.THREADED FITTINGS ARE UL. CUL LISTED AND FACTORY MUTUAL APPROVED FOR 50OPSI SERVCE D.I. PER ASTM
A 536 GRADE 65-45-12. DIMENSIONS CONFORM TO ANSI B16,3 CLASS 150. THREADS ARE NPT PER ANSUASME BI 20T
NOTICE: DJ. FITTINGS HAVE HIGHER TENSILE STRENGTH THEN THAT OF STEEL PIPE, OVER TIGHTENING CAN CAUSE
DAMAGE TO PIPE THREADS WHICH MAY CAUSE LEAKAGE, D,I. FITTING SHOULD BE TIGHTENED THREE TURNS
BEYOUND HAND TIGHTEN NO MORE THAT FOUR TURNS
DE50tWMN UESaWTION vwupnoN UESCRWFION UESCRWTION
D.I. 45111m.Ewow 0.1. COUPLMG 1). 1. cam D. 1. RmuciN(i 90 1). 1. RmuciNG Tee
asow
UESCIUPTION Amomom orscmrnom
0.1. CAP 0.1. RUSMG
lv V
FIELD INFORMATION
CONTRACTOR
JOB
LOCATION
k(S IGMA
Piping Products
800) 999-2550
sigmapipingproducts.com
HANGERS
Adjustable Band Hanger with NFPA Rod Sizes
Size Range: 2-112^ through8^
Surface Finish: E|eCtn}-zinc plated
Recommended for the suspension of stationary
non -insulated pipe lines
Manufactured tOuse the minimum rod size permitted by NFRAfor
fire sprinkler piping Conforms with
Federal Specification VVVV-H'171 10V' Manufacturers Standardization
Society (MSS)SP-58and @UU8
Universal Ductile Iron Large Opening Beam Clamp
Size Range: 3/8^ and 1/2^ rod sizes
Surface Finish: Black, E|ectno-zinc plated
Structural attachment totop orbottom ofmetal beams. pur|ins,
channel, or angle iron Setscrew made
cdhardened steel For retainer straps
see Models 300[ and 035RS Available with a
HD finish by special order Conforms with Federal
Specification VVVV-H-171 (Type 23), Manufacturers Standardization SodetyAN5|/
MSS-5P-58 Type 19 & 23)'
install in accordance with ANS|/K4S5-SP-69 Setscrew must betightened
and torqued onto the sloped side ofthe I-beam
HE Recommended Torque— (for setscrews):
Recognizing
that torque wrenches are
generally not used cxavailable on many job sites, the setscrew should
betightened soitcontacts the I-beam and then anadditional 1/4to l/2turn added.
TOP MOUNT May be mounted in either position
All Thread Rod
w Size Range.- 1/4^d7nu7/8"
Surface Finish: Plain and E|ectro-zinc Plated
Attaches hangers to structural attachments without threading
the rod, UNCThvead Form
NOTE: Low carbon: tensile: 5yield: 36.000 psi,
available in Stainless Steel for 3/8" and 112" rod size
Load based on Max. 6500 F
800-333-0852 223
ww.erimmm ERICU
T
SPRINKLERS
June 5.2O13
MICROFASTO AND
NIKJNG* RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210 NIndustrial Park Drive, Hastings NN490S8 Telephone:
269-945-9801 Technical Services: 8T7-384-6464 Fax: 269-818-1880 Emnai|:haohsvcs@x/ih|nQcorp.cpnn 1.
DESCRIPTION Viking
Microfast and MicrofastHPO Quick Response Pendent Sprinklers are small, thermosensitive,
glass -bulb spray sprinklers available in several different finishes and
temperature ratings and K-Factors to meet design requirements. The special coatings
can be used in decorative applications where colors are desired. In ad- dition,
these coatings have been investigated for installation in corrosive atmos- pheres
and are cULus listed as corrosion resistant as indicated in the Approval Chart. (
Note, FM Global has no approval classification for PTFE and Polyester coat- inQaauoorrosion
resistant.) 2.
LISTINGS AND APPROVALS oULuuListed:
Category mu|V pK8Approved: Classes
2001 2002, 2015. and 2017 NYC Approved:
Calendar Number 210-78-SAand W1EA88' 2'E.Vo|ume16 ABS Certified: CertiUceteU4-
MS407S84C'PDA Fdjs VdSApproved: Certificates
G4040095.G4040097.G4060056.G4060057.G4880045.G4930038.and G4980021 LpCApproved: Ref. Nos. 096e03and
096e04 CECertified'Stmn andEN1225S'1
EC+mrdhoa oo[uonhonnityO7O8 PD4013O U78O-CPD O17Oand O788-QPD- C ' ' ' 40279. 0832'CPD'2001. and 0832-CPD' 008 K8EDCertified: Standard EN 12259-1.
EC-certificate nfconformity O832-MED'1OUJand O832-NED'100O NOTE: Other International approval certificates are available upon
request, Refer toApproval Chart 1 and Design Ch0sha on
page 41d huroULus Listing requirements and refer toApproval Chart 2 and Design Criteria onpage o1ffor FMApproval requirements that
must be followed. 3.TECHNICAL DATA Specifications: Available since 1987. Minimum Operating P 7
psi r)^ Maximum
Working
Pressure: Gprinhi*na
12282and 1229Oare rated for Viking Technical
Data may be found on use with water working pressures ranging from the minimum 7 psi TheVikingCorporation's Web site at 85 bup to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating ''26$''stamped on the deflector.
All other Part Nos. not mentioned above are rated oow The
Web site may include a more recent maximum 17spsi <12bar) mwp. edition of this Technical Data Page. Factory tested hydrostatically
Vo5O0psi (84.5bar) Thread size: Refer to the Approval Charts Nominal K-
Factor Refer to the Approval Charts Glass -
bulb fluid temperature rated to -OS `F (-
55 ,C) Overall Length: Refer Vuthe Approval Charts
oumu uoung. FM Approval, and wppA 13 installs mqm,, a
minimum of poi (Vo bar). The minimum
operating pressure for LpCo and ce Approvals ONLY /s npsi (n.xuuw'). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for
Sprinklers 12979ang 12282, 8muu UNS-C84400 for
all other
sprinklers. Deflector: Phosphor Bronze UN8-051000o/Copper UNS-C1S50Ofor Sprinklers 12878. 060668. and 06765B. Copper UNS- C195UOfor Sprinkler 122O2
Phosphor Bronze UNS-051000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler 06720B. Dnusa LING-
C2O000for all other Sprinklers, Bushing (for Sprinklers O0718B. 007208. and 12290): 8nauo UN8'C30000 Bulb: Glass, nominal 8mmdiameter
Belleville Spring Sealing Assembly: Nickel Alloy, coated
on both sides with PTFE Tape Screw: BnaaaUNS-C80OOO Pip
Cap and Insert A
b| Copper UNSC11OUO andStainless Steel UNS-S30400 Belleville Spring-Expoaed. bcnew+mioKo| P\
auad. Pip Cap'
PTFECoated Belleville Spring -Exposed For ENT Qggled Sprinklers: Belleville 3phng-Expooed, Screw
and Pipnap- ENT coated. Form No. F_081296 Replaces page
41a'f,dated
May 13.2013.
Sprinkler 41b
MICROFASTO AND
MicrofastHP111 QUICK
RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210NIndustrial Park Drive, Hastings yNy48O58 Telephone:
269'846-9501 Technical Servicem:877-384-5464 Fax: 269-8184680 EnmaiU:tenhsvcs@vih|ngumqp'ounn Ordering
Information: (Also refer tothe current Viking price |istJ Order
Miomfast"Iand MicrofastHPO Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and
then the appropriate suffix for the temperature rating to the sprinkler base part number, Finish
Suffix: Brass =A. Chrome = F, White Polyester = K8-mV 8|uok Polyester = M-/B, Black PTFE = N. and ENT= JN Temperature
Suffix: 135^F(57^C)=A. 155~F(88°C)=B. 175~F(79^C)=D.2OO^F(83^C)=E.and 288°F(141 ~C)=G For
example, sprinkler VK302 with a 1/2" thread, Brass finish and a 155 oF (68 'C) temperature rating = Part No. 12979A8 Available
Finishes And Temperature Ratings: Refer
to Table 1. Accessories: (
Also refer tothe "Sprinkler Accessories" section ofthe Viking data bookl Sprinkler Wrenches: A.
Standard Wrench:
Part No. 1O88OW/B(available since 2000 B.Wrench for
Recessed Pendent Sprinklers: Part No. 1dU35W/B^(available since 2811) C. Optional Protective
Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15g15(available since 3O1O.) xu''ratchet /srequired (
not available from wmng). Allows use from the
floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets, Refer to Bulletin F051808, Sprinkler Cabinets: A. Six'
hemdoopauity: Part
No. 01724A (available since 1971) B. Twelve -head capacity:
Part No. 01 725A (available since 1971) 4. INSTALLATION Refer to
appropriate NFRA
Installation Standards. 5. OPERATION During fire
conditions, the
heat -sensitive liquid inthe glass bulb expanda, causing the glass toshatter, releasing the pip cap and sealing spring asaomb|y. Water
flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern toextinguish o'control the fire.
G' INSPECTIONS, TESTS AND MAINTENANCE Refer <
oNFRA25 for Inspection, Testing and
Maintenance require- ments, 7. AVAILABILITY The Viking Micmfast"
and
M|crofaatHP*
Quick Response Pendent Sprinklers are available through e network
ofdomestic and international distributors. See The Viking Corporation web
site for the domoot distributor orcontact The Viking Corporation.
8. GUARANTEE For details ofwarranty, refer to Viking'
s current
list price schedule orcontact Viking direcVy sprmu. s,-u pro ec.
e zprmwer cup I
Figure
1: Standard
Sprinkler Wrench 10896W/
B
I
June 5, 2013 Sprinkler 41 c
MICROFASTO AND
MicrofastHP111 QUICK
RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES
Ordinary 135 'F (57 'C) 100 'F (38 'C) Orange
Ordinary 155 'F (68 'C) 100 'F (38 'C) Red
Intermediate 175'F(79-C) 150 'F (65 -C) Yellow
Intermediate 200 -F (93 -C) 150 'F (65 'C) Green
High 286 'F (141 'C) 225 'F (107 'C) Blue
Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT
Corrosion -Resistant Coatings': White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 oF
57 'C).
Footnotes
The sprinkler temperature rating is stamped on the deflector.
Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction.
Refer to specific installation standards.
The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These
tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are com-
patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces
only. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. For ENT coated automatic sprinklers, the waterway is
coated.
14 U V V 11 U V V I
sprinkler Wrench
16036W/B)K)K For
installing recessed
pendent sprinklers
xKA 1/2' ratchet is required IIrotavailableFromViking). I
Carefully slide the'_
wrench sideways
around the protective
cap, ensuring engage-
ment with the sprinkler
wrench Flats.
Figure 2: Wrench 16036W/B for Recessed Pendent Sprinklers
Sprinkler 41 d June 5, 2013
MICROFASTO AND
Microfasti-IP" QUICKNIKJNG* RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Sprinkler Thread Size
Nominal Overall Listings and Approvals'
Base SIN K-Factor Length (Refer also to Design Criteria on page 41 e.)
Part No.' NPT BSP U.S. I metric' Inches mm cULUS4NYCSVdS -] LPCB
Standard Orifice
12979 VK302 1/2" 15 rnnn 5.680.6 2-1/4" 57 AIX, BlY C4, E4Z AIX, BlY
18021 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 AIX, BlY AIX, BlY A2 A2X, B2Y C2X, E2Y!1 C2X, E2YI"
Large Orifice
06666B VK352 3/411 20 mm 8.0 115.2 A1X. B1Y C4, E4Z AlX,BlY A2 A2X C211
067651315 VK352 AIX, 81Y, C4, E4ZJA1X, 61Y A2 A212
Small Orifice'
06718B9 VK329 2" 15 mm 2,8 40.3 2-3/1 56 AIX, 81Y AIX, BlY
06720B11 VK331 1/2" 15 minn 4.2 57 2-1/4" 58 AIX, Bly AIX, 131Y
06932B VK331 10 mm 4.2 57 2-3/8" 60 A2 G3"
Maximum 250 PSI (17 bar) WWP
Standard Orifice
Sprinkler Thread Size
Nominal Overall Listings and Approvals'
Base SIN K-Factor Length Refer also to Design Criteria on page 41e.)
Part No' NPT BSP U.S. metric' Inches mm cULUS4 NYC'- VdS LPCB
12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 AIX, BlY AIX
Maximum 250 PSI (17 bar) WWP
Small Orifice'
1229010 VIK: m 1 2.8 1 40,3 1 2-3/16" 1 56 AIX, BlY AIX
Approved Temperature Ratings
A - 135 °F (57 -C), 155 °F (68 -C), 175 -F (79 "C)3 200 °F (93 °C), and Approved Escutcheons286 `F (141 -C) Approved Finishes X Standard surface -mounted escutcheon orB - 135 -F (57 -C), 155 °F (68 -C), 175 -F (79 'C), and 200 °F (93 1 - Brass. Chrome, White Polyester6`, Black the Viking Microfast, Model F-1 AdjustableC) PolyesterF'. and Black PTFE1 Escutcheon
C - 155 °F (68 °C), 175 -F (79 `C), 200 -F (93 'C), and 286 'F (141 2 - Brass, Chrome, White Polyester'. and Black Y Standard surface -mounted escutcheon or theC) Polyester 7 Viking Microfast40 Model F-1Adjustable Escutcheon
D - 135 °F (57 °C), 155 `F (68 -C), 175 -F (79'C), and 286'F (141 3 - Brass and Chrome or recessed with the Viking Micromatic," Model E- C) 4 - ENT6 1 or E-2 Recessed Escutcheon
E - 155 -F (68 -C). 175 *F (79 'C), and 200'F (93 'C) Z Standard surface -mounted escutcheon or re-
F - 155 -F (68 °C), 175 'F (79 'C), and 286 'F (141 'C) cessed with the Viking Micromatie Model E-1
G - 155 -F (68
Footnotes
Base part number is shown. For complete part number, refer to Viking's current price schedule,
2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals.
Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada.
Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA.
cULus Listed as corrosion resistant.
7 Other colors are available on request with the same Listings and Approvals as the standard colors.
Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only.
Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized.
The sprinkler orifice is bushed.
Accepted for use. City of New York Department of Buildings. MEA Number 89-92-E, Vol, 16.
Certified, Standard EN 12259-1, EC -certificates of conformity 0832-CPD-2001 and 0832-CPD-2003,
Certified, Standard EN 12259-1, EC -certificate of conformity 0786-CPDA0279.
Certified, Standard EN 12259-1, EC -certificate of conformity 0786-CPD-40130 and 0786-CPDA0170.
MED Certified, Standard EN 12259-1, EC -certificates of conformity 0832-MED-1003 and 0832-MED-1008.
The 1/2' NPT Large Orifice Sprinkler is Listed and Approved for retrofit only.
June 5, 2013 Sprinkler 41e
MICROFAST® AND
MicrofastHP" QUICK
RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Microfast°' and MicrofastHRA Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with
the latest edition of NFPA 13 for standard spray sprinklers.
Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by
the installation standards being applied, with hydraulically calculated wet systems only).
The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed.
IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page
QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor-
dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS
or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,
whenever applicable.
1/2,
15 mm)
NPT
T_ 19A°It$ga\
2-1/4'
1-5/8' 58 mm)
Pendent Sprinkler
Ceiling Opening Size:
2-5/16" (58.7 mm) minimum
2-1/2" (63.5 mm) maximum 54 mm)
j
k 9t81k,\
f (44.5 mm)
Instatted with a
standard 1/8' surface -
mounted escutcheon.
4
2° 1-1/2" C381 mm)
50.8 mm) Minimum
Maximum
I
Installed with a Microfast
Model F-1 Adjustable Escutcheon
tiote At maximum, adapter is
exposed 112' (12.7 mm) from face of ceiling,
Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon
2-1/8' Ceiling pening Size: 2-1/8'
54 r m) 2-5/16' (58.7 rnr)) rlinimurn (54 mro)
2-1/2" (63,5 ra)r,) r,)o xir-)urn
1-3/4, ( f 1-1/8' (28,6 r,ri)
44.5 mrn) Minimurn
Maxjimur) —t
Instaked with a Micrornatic
Model E-1 Recessed Escutcheon
21, 'J ll-1!8" t28.6 mr>
50.8 r)rr) Minirlur
laXinu ;, L
lnstc(Red with a thread on
Model E-2 Recessed Escutcheon
Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons
Sprinkler 41f June 5, 2013
c MICROFASTO AND
TECHNICAL DATA MicrofastHP° QUICK
RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals' SINBasePartNo.NPT BSP U.S. I metric' Inches mm (Refer also to Design Criteria below.)
Standard Orifice
12979 VK302 1/2" 15 mm 5.6 80.6 2-1/4"' 57 A2X, 62Y, C3, D3Z
18021 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A2X, B2Y
Large Orifice
06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A2X, B2Y, C3, D3Z
06765B' VK352 1(2" 15 mm 8.0 115.2 1 2-3/8" 60 A2X, B2Y C3, D3Z
Small Orifice"
06718B6 VK329 1 1/2" 15 mm 2.8 41 2-3/16" 56 A1X
Approved Temperature Ratings Approved Escutcheons
A - 135 -F (57 °C), 155 °F (68 °C), 175 -F (79 -C), X - Standard surface -mounted escutcheon or the Viking
200 °F (93 °C), and 286 "F (141 °C) Approved Finishes Microfasr Model F-1 Adjustable Escutcheon
B - 135 -F (57 °C), 155 °F (68 °C), 175 -F (79 -C), 1 - Brass and Chrome Y - Standard surface -mounted escutcheon or the
and 200 °F (93 °C) 2 - Brass, Chrome, White Polyester', and Viking Microfasr Model F-1 Adjustable Escutcheon
C- 155 -F (68 -C), 175 °F (79 -C), 200 °F (93 -C), Black Polyester' or recessed with the Viking Micromatic", Model E-1
and 286 °F (141 °C) 3 - ENT or E-2 Recessed Escutcheon
D - 155 -F (68 -C), 175 °F (79 °C), and 200 °F Z - Standard surface -mounted escutcheon or recessed93C) with the Viking Micromatie Model E-1
Footnotes
Base part number is shown. For complete part number, refer to Viking's current price schedule.
a Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0,
This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals.
4 FM Approved as quick response control mode standard spray Non -storage sprinklers. For specific application and installation requirements, reference
the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0).
Other colors are available on request with the same Listings and Approvals as the standard colors.
The sprinkler orifice is bushed.
The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only.
FM ARproyal Ritaulbep3elL
The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non -storage standard spray pendent sprinklers as indicated in the
FM Approval Guidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including
Data Sheets 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements,
hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling.
NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria.
tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data
page 131a-e for Intermediate Level In -Rack Sprinklers.
IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to page
QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac-
cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB,
APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and
standards, whenever applicable.
Form No. F 081296 Replaces page 41 a-f, dated May 13, 2013.
Replaced VK302 06662 with 12979)
Elite Fire Protection
4145 County Rd 561
Tavares, FL 32778
P: 352-639-4119
F: 352-639-4151
Submittal Data
Davita Medical Group
1500 S French Ave
Sanford, FL 32771
1!1:,
FM Approved and Fully Listed Sprinkler Pipe
Wheatland Tube's Mega -Flow steel fire sprinkler
pipe is FM Approved for roll -grooved, plain -end
and welded joints for wet systems; and UL* and
C-UL Listed and FM Approved for use with roll -
grooved, swage groove, plain -end couplings and
welded joints for wet, dry preaction and deluge
systems. Mega -Thread is FM Approved for use
in wet systems and is UL and C-UL Listed and
FM Approved for wet, dry and preaction
sprinkler systems.
Approvals and Specifications
Both products meet or exceed these standards:
ASTM A795, Type E, Grade A
NFPA' 13 and NFPA 14
Mega -Thread is approved for
standard hanger spacing
Manufacturing Protocols
Mega -Flow and Mega -Thread are subjected to the
toughest possible testing protocols to ensure the
highest quality and long-lasting performance.
Finishes and Coatings
Mega -Flow, like all Wheatland black steel fire
sprinkler pipe, receives a proprietary mill coating
to ensure a clean, corrosion -resistant surface
that outperforms and outlasts standard lacquer
coatings. This coating allows the pipe to be
easily painted without special preparation.
Mega -Thread is hot -dip galvanized to meet
FM requirements for dry systems.
Product Marking
Each length of Wheatland fire sprinkler
pipe is continuously stenciled to show the
manufacturer, type of pipe, grade, size and
length. Barcoding is acceptable as a
supplementary identification method,
MEGA -FLOW SPECIFICATIONS
NOM
NPS OD NOM ID UL CRR' MEGA -FLOW
A00 NIB, 0 " 00011 67
11/4 L660 1.530 1.442 1.380 1.80 1.00 1.108 61
1% 1.900 1.740 1.682 L610 2,64 1.00 L556 61
2 2.375 2,215 2.157 2.067 214 1,00 1,961 37
2 'A 2,875 2.707 2,63S 2,469 1,43 1.00 2.504 30
3 3.500 3.316 3.260 3.068 134 1.00 3.3-19 19
4 4.500 4X6 4,260 4,026 1.00 1100 4,331 19
6 6.625 6,395 6.357 6,065 0,75 1.00 8.000 10
Calculatedusing Standard UL CPR formula, UL Fire Protection Directory, Category WZY.
The CRR Is a ratio value used to measure the ability of a pipe to Withstand Corrosion.
Threaded Schedule 40 steel pipe Is used as the benchmark (value of L0).
MEGA THREAD SPECIFICATIONS
NOM
NPS OD NOM ID UL CRR' MEGA -THREAD
gggga WIN
a m
4_1w7) as=
t ci
1 1,315 1.087 1.049 1.00 1.00 0.61 1.462 70
1 V* 1.660 1,416 1380 1100 LOD 0139 11989 $1
11/2 1.900 1,650 1.610 too 1.00 0.31 2.370 44
2 2375 1117 2.067 Loo 140 0,25 1094 30
Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY.
The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.
Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0).
9 C &
APPROVER`
ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE:
LOCATIONS: COMMENTS:
MEGA -FLOW —BLACK r-1 MEGA -THREAD —HOT -DIP GALVANIZED
FITTINGS
700 Goldman Drive
Cream Ridge, NJ 08514
Toll: 800.999.2550
Ph: 609.758,0800
SPECIFICATIONS
DUCTILE IRON THREADED FITTINGS
ALL DUCTILE IRONS MANUFACTURED FOR AND BY
UNIQUE FITTINGS S FLANGES(& CONFORM TO, COMPLY WITH, AND ARE
MANUFACTURED TO THE FOLLOWING STANDARDS:
ASTM A 536- Grade 65-45-12
ANSI B 16.3- Malleable Iron Threaded Fittings Classes 150
ANSI/ASME B1.20.1- Pipe Threads, General Purpose (inch) NPT
D.I. THREADED FITTINGS ARE UL, CUL LISTED AND FACTORY MUTUAL APPROVED FOR 50OPSI SERVCE. D.1. PER ASTM
A 536 GRADE 65-45-12. DIMENSIONS CONFORM TO ANSI B16.3 CLASS 150. THREADS ARE NPT PER ANSUASME 131.20.1
NOTICE: D.I. FITTINGS HAVE HIGHER TENSILE STRENGTH THEN THAT OF STEEL PIPE, OVER TIGHTENING CAN CAUSE
DAMAGE TO PIPE THREADS WHICH MAY CAUSE LEAKAGE. D.I. FITTING SHOULD BE TIGHTENED THREE TURNS
BEYOUND HAND TIGHTEN, NO MORE THAT FOUR TURNS.
i > FM
APPROVED
c UL us
W. ;1 0.1. COUPLING 0.1. CRMI RIDUCING fi D. 1
ELBOW
JU 1,011 in
0113CRIPTION OESCROFTION
0.1. CAP V. 1. BusjuNG
Vlv
FIELD INFORMATION
CONTRACTOR
M
LOCATION
Q SIGMA
Piping Products
800) 999-2550
sigmapipingproducts.com
HANGERS
A4TTJ LTI4 1111106141Za
Adjustable Band Hanger with NFPA Rod Sizes
Size Range: 2-112" through 8"
Surface Finish: Electro-zinc plated
Recommended for the suspension of stationary
non -insulated pipe lines
Manufactured to use the minimum rod size permitted by
NFPA for fire sprinkler piping
Conforms with Federal Specification WW-H-1 71 (Type 10),
Manufacturers Standardization Society (MSS) SP-58 and
SP-69 (Type 10)
10
4 FM
C SO us
APPROWO
BEAM CLAMP 310
Universal Ductile Iron Large Opening Beam Clamp
Size Range: 3/8^ and 1/2^ rod sizes
Surface Finish: Black, Becto+zin[ plated
Structural attachment totop 0rbottom of metal beams, pudins,
channel, or angle iron Setscrew
made ofhardened steel For retainer
straps see K4ode|s3UO[ and 035KS Available with
8 HD finish by special order Conforms with
Federal Specification VVVV-H-171 (Type 23), Manufacturers Standardization
Society ANSKMSS-SP-SG Type 19 &
2])' install in accordance with ANS|/K4SS-5P-59 w Setscrew
must be tightened and torqued onto the sloped side ofthe
I-beam ME Recommended Torque** (
for
setscrews): Recognizing that torque
wrenches are generally not used o"available un many job sites,
the setscrew should betightened u/i\contacts the |-beam and then an additional
1/4to 112 turn added. o us TOP MOUNT
May be
mounted in
either position
All Thread Rod
w Size Range: 1/4^ thru 7/8"
Surface Finish: Plain and Bectpo-zinc Plated
Attaches hangers to structural attachments without threading
the rod, UNC Thread Form
NOTE: Low carbon: tensile: |d: 36i000 psi'
available in Stainless Steel for 3/8" and 112" rod size
Load based on Max, 6501 F
800-333-0852 223
SPRINKLERS
June 5.2U13
MICROFASTe AND
Microfastl-IPO QUICK
RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 21ONIndustrial Park Drive, Hastings MI 49058 Telephone:
269-945-$501 Technical Services: $77-384-5464 Fax: 269-818-1680 Email: teobovom@vikingcorp.00mn 1'
DESCRIPTION Viking
Micmfasrand MiomfaatMP*Quick Response Pendent Sprinklers areomaU. hannooenaitive,
glass -bulb spray sprinklers available in several different finishes and
temperature U d K-Factors to meetdeoign requirements, The special Polyester,
p |ytetraMuometky|ene (PTFE), |eaa Nickel PTFE (ENT) coatings
can be used in decorative applications where oo|onm are desired. In eU- dition,
these coatings have been investigated for installation in corrosive atmos- pheres
and are nULun listed as corrosion resistant as indicated in the Approval Chart. (
Note: FM Global has no approval classification for PTFE and Polyester coat- ings
maoonomion resistant,) 2.
LISTINGS AND APPROVALS uULwoListed:
Category VN|V FKAApproved: Classes
20O1.2OO2.2015.and 2O17 NYC Approved: Calendar
Number 219-7(-SAand MEA0B- 2'E.Vo|umo10 ABS Certified: Certifioote04-
MS407984C'PDA VdSApproved: Certificates G4040095.
G4040097.G4060056.G4060057.G4880045.G4930038.and G4980021 LpCApproved: Ref. Nos.
O96e/03and O8Oa/04 CE Cartified'S ndandEN1225S'1.
EC+m hoa uofconformity U780 PD-4O130O7O0-CPD-4017Uand O78G PD' 4O279.O832-CPO-2OO1.and U832-CPD-20U5
K8ED Certified: Standard EN 12259-1.EC-certificate
ofconformity 003Z-NED'1003and 0832-NED-1O0O NOTE: Other International approval certificates are available upon request. Refer
toApproval Chart 1 and Design ChVyha on page 41d
foruULun Listing requirements and refer toApproval Chart 2 and Design Criteria onpage 41ffor FMApproval requirements that must be
followed. 3.TECHNICAL DATA Specifications: Available since 1007, Minimum Operating Pressure: 7psi U.5bar)^
Maximum Working Pressure:
Sprinklers
12282and 122eOare rated
for Viking Technical Data may be found
on use with water working pressures ranging from the minimum 7 psi The Viking Corporation'sWebsiteat0.5 bar) up to 250 psi (17 bar) for high-pressure systems. HiQh-pnam- mwre(MP)sprinklers can be identified by locating ^250"stamped on the deflector. All other
Part Nos. not mentioned above are rated to The Web site
may Include a more recent maximum 17Vpsi <12bar) wwp. edition of this Technical Data Page, Factory tested hydrostatically oo50Opsi (34.
5 bar) Thread size: Refer Vothe Approval Charts Nominal K-Factor'
Refer kothe Approval Charts Glass -bulb fluid temperature
rated to'65,F (-55`C) Overall
Length: Refer tothe Approval Charts comx uminO. pm
Apvmva|, and mrpA 13 inamnv vevvi"o a minimum of
poi (0.n bar). The minimum operating
pressure for LPCe and Cs Approvals ONLY mopsi (u.osuar) Material Standards: Frame Casting: Brass UNG'C84400 or QM Bmae for Sprinklers 12979 and 12282.
Bnuaa UNS-C84400 for all other
sprinklers. Deflector:
Phosphor Bronze UN8'C51000orCopper UNS-C1g50O for Sprinklers 12979. 06680B. and 08705B Copper UN8- C1S50Ofor Sprinkler 12282.Phosphor Bronze UNS'
C51OUO Copper UNS-C1850OorBrass UNS-C20000for Sprinkler O57208 Brass UNS-C20OOUfor all other Sprinklers. Bushing (for
Sprinklers 007188. 067208. and 12200): Brass UNS-C38000 Bulb: Glass, nominal 3mmdiameter Belleville Spring Sealing Assembly: Nickel
Alloy, coated on both sides with PTFE
Tape Sce* 8roaeUNS-C3O00O Pip Cap and Insert Assembly: Copper
UNSC11000 andStainless 8tee|UNS83O4OU
For PTFE Qosjted Sgrinklers: Belleville . Screw -Nickel Plated, Pip Cap-PTFE Coated Spring -
Exposed Belleville 3prinQ-
Expooed, Screw and Pipoap- ENT coated. Form No, F_081296
Replaces page 41a-[dated May 13.2O13.
June 5.2O18
MICROFASTO AND
MicrofastHPO QUICK
RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210NIndustrial Park Drive, Hastings K8I4gO58 Telephmna:
2Gg-$45-95U1 Technical Services: 877-384-6464 Fax: 269-818-1680 Emnoil:teohmvoo@vihingomqm.uonn Ordering
Information: (Also refer to the currentViking price iist.) Order
Micmfaat and Microfastl-!P* Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and
then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish
Suffix: Brass =A.Chrome =F,White Polyester =M-wVBlack Polyester =M-/B.Black PTFE=N.and ENT =JN Tempera1unaSuffx 185~
F(57,C)=A. 155^F(08,C)=8. 175"F(79~C)=D.2O0~F(93`C)=E.and 280~F(141 ^C)=G For example,
sprinkler VK302 with a 1/2" thread, Brass finish and a 155 'F (68 'C) temperature rating = Part No. 1297948 Available Finishes
And Temperature Ratings: Refer to
Table 1. Accessories: (Also
refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches:
A. Standard
Wrench: Part No. 188SOW/8(available since 2UUO), B. Wrench
for Recessed Pendent SphnNem Part No. 18030W/B^ (available since 2011) C. Optional
Protective Sprinkler Cap Remover/Escutcheon Installer Tool— Part No. 15S15(available since 201O.) A 'W^
ratchet .vrequired (not available from Viking). Allows use from
the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets, Refer to Bulletin F051808, Sprinkler Cabinets: A`
Six-head
capaohy Part No. O1724A(available sinoe1971) B. Twelve -head
capacity: Part No. 01 725A (available since 1971) 4~ INSTALLATION Refer
to appropriate
NFPA Installation Standards. 5. OPERATION During
fire conditions,
the heat -sensitive liquid in the glass bulb expands, causing the glass Voshatter, releasing the pip cap and sealing spring assembly.
Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern toextinguish orcontrol the
fire, 6. INSPECTIONS, TESTS AND MAINTENANCE
Refer V»NFPA25for Inspection, Testing
and Maintenance require- ments, 7AVAILABILITY The Viking Microfasr, and
MiumfaytHPmQuick
Response
Pendent Sprinklers are available through a network ofdomestic
and international distributors. See The Viking Corporation web site
for the closest distributor orcontact The Viking Corporation. 8.
GUARANTEE For details ofwarranty, refer mVikinQ'scurrent list
price schedule
u/contact Viking directly. w,c°cw n=* p,o ec
xmmo Figure 1: Standard
Sprinkler Wrench 10896W/
B
I
June 5, 2013 Sprinkler 41 c
MICROFASTe AND
MicrofastHP® QUICKNIKIW*j RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES
Ordinary 135 -F (57 -C) 100 -F (38 -C) Orange
Ordinary 155 -F (68 -C) 100 -F (38 -C) Red
Intermediate 175 -F (79 -C) 150 -F (65 -C) Yellow
Intermediate 200 -F (93 -C) 150 °F (65 -C) Green
High 286 -F (141 -C) 225 -F (107 -C) Blue
Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT
Corrosion -Resistant Coatings': White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 'F
57 -C).
Footnotes
The sprinkler temperature rating is stamped on the deflector.
Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction.
Refer to specific installation standards.
The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These
tests cannot and do not represent all possible Corrosive environments. Prior to installation, verify through the end -user that the coatings are com-
patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces
only. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. For ENT coated automatic sprinklers, the waterway is
coated.
sprinkl0r, Vrer)ch
503()W/B)K)K for
installing recessed
pendent sprinklers
1/2'
0,
ah tcetis nDt
0, ( GbIe i," Carefully
slide -the w1_
E1r.C:1h Sideways around
the Protective CL — — —
cap,
ens(Ar,ing engage- ment
with the sprinkler wrench
flats. Figure
2: Wrench 16036W/B for Recessed Pendent Sprinklers
Sprinkler 41 d June 5, 2013
MICROFAST@ AND
149C, 10 I'm : MicrofastHP1111 QUICKNIKJNG4RESPONSEPENDENTESPRINKLERS
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
MEN"
Sprinkler Thread Size Nominal Overall Listings and Approvals'
Base SIN K-Factor Length (Refer also to Design Criteria on page 41e.)
Part No.' NPT BSP metric" Inches mm cULUS4 NYC$ VdS LPCBCE
Standard Orifice
12979 VK302 1/2" mm1_52rn 5.6 80.6 2-1/4" 57 Aix, 131Y C4, E4Z Aix, BlY
18021 VK302 1/2 Imm15 5.6 80.6 2-1/4" 58 Aix, BlY Aix, BlY A2 A2X, B2 C2X, E2 Y
Large Orifice
06666E VK352 3/4" 20 mrin 8,0 115.2 2-3/8" 60 Aix, BlY C4, E4Z Aix, BlY A2 A2X C211
06765B11 VK352 A211
Small Orifice'
067186' VK329 1/2" 15 mm 2.8 40.3 2-3116" 56 Aix, BlY Aix, BlY
06720B4 VK331 1/2" 15 mm 42 57 2-1/4" 58 Aix, 131Y Aix, BlY
06932B VK331 10 mm 4.2 57 2-3/8" 60 A2 G311
Maximum 260 PSI (17 bar) VMP
Standard Orifice
Sprinkler Thread Size Nominal Overall Listings and Approvals'
Base SIN K-Factor Length Refer also to Design Criteria on page 41e.)
Part No' NPT BSP U.S. metric" Inches mm cULus' NYC-- I VdS
12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 Aix, BlY A1X
LPCEI
Maximum 250 PSI (17 bar) WWP
Small Orifice'
122901() 1 VK342 1 1/2" 15.. 1 2.8 403 1 2-3/16" 1 56 Aix, BlY _T Aix
Approved Temperature Ratings
A- 135 -F (57 -C). 155 °F (68 -C), 175 -F (79 °C), 200 -F (93'C). and Approved Escutcheons286 -F (141 -C) Approved Finishes X Standard surface -mounted escutcheon orB - 135 -F (57 -C), 155 -F (68 -C), 175 -F (79 'C). and 200 'F (93 1 - Brass, Chrome, White Polyester', Black the Viking MicrofaW Model F-1 AdjustableC) Polyester 17, and Black PTFEI Escutcheon
C - 155 -F (68 °C), 175 -F (79 -C), 200 °17 (93'C), and 286'F (141 2 - Brass. Chrome, White Polyester', and Black y Standard surface -mounted escutcheon or theC) PolyesteC Viking MicrofaW Model F-1Adjustable Escutcheon
D - 135 °F (57 -C), 155 °F (68 -C), 175 -F (79 'C), and 286 'F (141 3 - Brass and Chrome or recessed with the Viking Micromaticl Model E-
4 - ENT" 1 or E-2 Recessed Escutcheon
E - 155 -F (68 `C), 175 'F (79 'C), and 200 'F (93 'C) Z Standard surface -mounted escutcheon or re-
F - 155 °F (68 -C), 175 'F (79 'C), and 286 'F (141 'C) cessed with the Viking Micromati& Model E-1
G - 155 -F (68 -C)
Footnotes
Base part number is shown. For complete part number, refer to Viking's current price schedule.
Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals.
Listed by Underwriters Laboratories Inc. for use in the U.S, and Canada.
Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA.
cULus Listed as corrosion resistant.
Other colors are available on request with the same Listings and Approvals as the standard colors.
Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only.
Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized.
The sprinkler orifice is bushed.
Accepted for use, City of New York Department of Buildings. MEA Number 89-92-E, Vol, 16.
Certified, Standard EN 12259-1, EC -certificates of conformity 0832-CPD-2001 and 0832-CPD-2003,
E Certified, Standard EN 12259-1, EC -certificate of conformity 0786-CPD-40279.
Certified, Standard EN 12259-1, EC -certificate of conformity 0786-CPD-40130 and 0786-CPD-40170.
MED Certified, Standard EN 12259-1, EC -certificates of conformity 0832-MED-1003 and 0832-MED-1008.
The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only,
June 5, 2013 Sprinkler 41 e
MICROFASTe AND
MicrofastHP° QUICKNIKJNG* RESPONSE PENDENT
SPRINKLERS
The Viking Corporation, 210 N Industrial Park Drive, Hastings M149058
Telephone: 269-945-9501 Technical Services: 877-384-6464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Microfast5' and MicrofastHP`Y Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with
the latest edition of NFPA 13 for standard spray sprinklers.
Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by
the installation standards being applied, with hydraulically calculated wet systems only).
The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed.
IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page
QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor-
dance with the latest edition of Viking technical data, the appropriate standards of NFPA, L.PCB, APSAD, VdS
or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,
whenever applicable.
1/2'
15 mm) —
NPT
1 2-1/4'
1-5/8' 58 mm)
41 r1m)
Pendent Sprinkler
ceiling Opening Size
S/16" (58.7 mm) minimum 2 1/8"
2-112" (63.5 mm) maximum 54 mm
t°ItRlh\ !
44.5 mm)
Installed with a
standard I/8' surface -
mounted escutcheon.
2" 1-1/2" (38.1 mm)
50.8 mm) Minimum
Maximum
tt 1
Installed with a Microfas t
Model F-1 Adaustable Escutcheon
x Note: At maximum, adapter is
exposed 1/2' (12.7 mm) from face of ceiling.
Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon
Ceiling i2pening Size-l/3"
C54 r r) 2-5/16' (58.7 mri) r ini tun 54 MM)
2--I/2" (63.5 r,)m) rraxirlum,
L] - l i J
P8.6 r)
in fl-1/3" 23 E rnm)
44.5
v rFr) 1,50 ? s Mini
t laXirlur, ar
M a x irr u r
Installed with a Micrornatic
Model E-1 Recessed Escutcheon Installed with a thread on
Mode' E-2 Recessed Escutcheon
Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons
Sprinkler 41f June 5, 2013
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Sprinkler hread Size Nominal K-Factor Overall Length FM Approvals'
SIN LNBasePartNo.' PT BSP U.S. metrics Inches mm (Refer also to Design Criteria below.)
Standard Orifice
12979 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 57 A2X, B2Y C3, D3Z
18021 VK302 1 /2" 15 mm 5.6 80.6 2-1 /4" 58 A2X, B2Y
Large Orifice
06666B VK352 3(4" 20 mm 8.0 115.2 2-3/8" 60 A2X, B2Y C3, D3Z
06765B' VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A2X, B2Y C3, D3Z
Small Orifice'
06718B& VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X
Approved Temperature Ratings Approved Escutcheons
A - 135 -F (57 -C), 155 -F (68 °C), 175 -F (79 -C), X - Standard surface -mounted escutcheon or the Viking
200 °F (93 °C), and 286 T (141 °C) Approved Finishes Microfasr Model F-1 Adjustable Escutcheon
B - 135 -F (57 -C), 155 T (68 -C), 175 T (79 -C), 1 - Brass and Chrome Y - Standard surface -mounted escutcheon or the
and 200 'F (93 °C) 2 - Brass, Chrome, White Polyester', and Viking Microfast" Model F-1 Adjustable Escutcheon
C- 155 T (68 -C), 175 `F (79 °C). 200 T (93 °C), Black Polyester' or recessed with the Viking Micromatic,` Model E-1
and 286 T (141 °C) 3 - ENT or E-2 Recessed Escutcheon
D - 155 -F (68 -C), 175 °F (79 °C), and 200 T Z - Standard surface -mounted escutcheon or recessed
93 -C) with the Viking Micromatie Model E-1
Footnotes
Base part number is shown. For complete part number, refer to Viking's current price schedule.
Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals.
FM Approved as quick response control mode standard spray Non -storage sprinklers. For specific application and installation requirements, reference
the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0),
Other colors are available on request with the same Listings and Approvals as the standard colors.
The sprinkler orifice is bushed.
The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only.
FM Aoorgyal Repuirements:
The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non -storage standard spray pendent sprinklers as indicated in the
FM Approval Guidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including
Data Sheets 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements,
hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling.
NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria.
tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data
page 131a-e for Intermediate Level In -Rack Sprinklers.
IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to page
QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac-
cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB,
APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and
standards, whenever applicable.
Form No, F_081296 Replaces page 41 a-f, dated May 13, 2013.
Replaced VK302 06662 with 12979)
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICETEES
PHONE: 407.688.5052
FAX- 407.688.5051
DATE: SZI PERMIT NUMBER-
BUSINESS/PROJECT NAME.
ADDRESS:
CONTACT NAME: PHONE:
PLAN REVIEW INFORMATION
CONSTRUCTION [ )C/O j FIRE ALARM . USIRE SPRINKLER 1) HOOD [ 3PAIWT BOOTH j ]TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES
TOTAL FEES:
Ma
BUILDINGDIVISION
PERMI APL' ICATIU
Application No:
Documented Construction Value: $
1200 S. French Ave Sanford fl. 32771jobAddress: Historic District: Yes F-] No
ParcelID: 25-19-30-5AG-1409-0010 Residential Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: Relocate the existing fire alarm panel and smoke detector to another wall located ten feet from
current location Plan
Review Contact Person: Ron Harshaw Title: Project Manager Phone:
407-925-0941 Fax. Name
TTV INV LLC Street:
1301 W FAIRBANKS AVE Email:
Ron. Harshaw@d afire.com Property
Owner Information City,
State Zip: WINTER PARK, FL 32789 Name
Dynafire Inc. Street: .
109 Concord Dr. Phone:
Resident
of property?: NO Contractor
Information Phone:
407-830-6500 Fax:
City,
State Zip: Casselberry Fl. 32707 State License No.: EF20000528 Architect/
Engineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address: -
Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of alltaws regulating construction in this jurisdiction. I understand that
a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: e Edition (2017) Florida Budding Code
NQTJCE-. In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may he additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWN EKS AFEIDAVI : I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature o(Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Signature of Cretractor/Agent D06 Print
Ctrx/Aacnt's Name 0,NotarY-
SM0014rWNIZ MY COMMISSION #
GG 12 EXPIRES: July
11, 2021 101? BondedThru
Notary Pubic UndaAwftem e'- A-
1-? " /,
Owner/Agent
is — Personalty Known to Me or Contracto'r/Ag-edt is - efs-o-n-aillyKnownto Me or Produced ID —
Type of ID Produced ID — Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building D Electrical El Mechanical El Plumbing F-1 Gas El Roof El Construction Type:
Occupancy Use: Total SqFtof
Bldg: --- - - Min. Occupancy Load: Flood Zone:
of Stories:
New Construction:
Electric - # of Amps - Plumbing - # of Fixtures Fire Sprinkler
Permit: Yes n No n #of Heads APPROVALS: ZONING:
ENGINEERING: COMMENTS:
UTILITIES:
am
Fire
Alarm
Permit: Yes [] No [-] WASTE WATER:
BUILDING:
f
CITY OF
PERMIT APPLICATIONRD
BUILDING DIVISION 40SkT4FOApplicationNo:
Documented Construction
Value: S 2,550.00 Job Address:
1200 S. French Ave Sanford fl. 32771 Historic District: esDNo[I Parcel ID:
25-19-30-5AG- 1409-0010 Residential ElCommercial [n Type of
WorL- NewE] Addition ElAlteration El RepairEl DemoEl Change of Use [I MoveEl Description of Work: Relocate the existing
fire alarm panel and smoke detector to another wall located ten feet from current location Plan Review Contact
Person: Phone: 407-
925-0941 JTV INV
LLC Ron Harshaw Title:
Project Manager Fax:
Email: Ron.Harshaw@d nafire.com
Property Owner Information Phone: Street; 1301
W FAIRBANKS AVE
Resident
of property?: City, State Zip: WINTER PARK, FL
32789 Contractor Information Name ..Dynafire Inc. Phone:
407-830-
6500 Street: 109 Concord Dr. 7 " City,
State Zip. Casselberry Fl. 32707
State License No.: Architect/Engineer Information Name: Street: City,
St, Zip: Phone:
Fax:
E-
mail: Bonding Company:
Mortgage
Lender:
Address: Address:
NO EF20000528 WARNING TO
OWNER: YOUR
FAILURE
TO
RECORD A NOTICE OF COMMENCEMENT MAX RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE
THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain
a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit
and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be
secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
DYNAFIRE
Attn:
City ofSanford Permitting
Letter of Intent
This Letter ofIntent is in regards to:
The Barn
1200s. French Ave
Sanford Fi3277I
1O9'BConcord Drive asse|
berry\FL327O7 407
830 6500 DynaRrezom
Wireless
DYNAjV% IEIT I Alarm Monitoring Dynofine,|
nc Relocate
the fire alarm panel, smoke detector and communicator to another wall about ten feet from current location. Complete
test ofthe fire alarm system afterre|ocatin0thefirea|arm panel. The above -
mentioned project will be installed in accordance with all the testing specifications listed in NFPA 72; 2013 edition, and
in accordance with all listed manufacturer% specifications. Sincerely, Ron
Haohaw 407-925-
0941 Ron.haohaxv@dynafine.
com Steven Hatch
DynuF|me,|
nc. 1O98Concord Drive
Casse!berny,Fi327O7
EF2OUO85Z8 CuamxlbcrO'ILargo |
Jacksonville
IPompano I Melbourne EF20080528I FLP[26483|NR]ETPVo99O71FPl64O|
60O0|20O9 IFPC|5'000O57