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HomeMy WebLinkAboutSUBMITTED PAPPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED y Date: 1/19/15 Permit Number: SCANNED Building Permit Application BY Planning and Development Services St. Lucie County .Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial X Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: 5200 Oleander Ave Legal Description: �MQFfl411 WOFOFN9ER"MD• Si RUN EMI RFOR GOD.1NN211AFF.NIR4NNF?.NM9I5 FF.,N N1NRFr.7H 3495FT.NIWTOFO SSW]B"OF Nln.5RFORM DM1V.119)(IOMC)(DF av M Property Tax ID #: 3403-323-0002-0002 Site Plan Name: The Crossing (FKA New Hope Baptist) Minor Adjustment Project Name: Setbacks Front 256.07 Back: 630, Right Side: 50 Left Side: 97.91 DETAILED DESCRIPTION'OF WORK: - To design and construct a 6,012 square foot Worship Facility. CONSTRUCTION INFORMATION: Lot No. Block No. MUU I VUIId I WLAM1 LU UC CIi o IV[ UIIUUF LIIID PCI III IL—LIICLK dapply: ❑✓ HVAC Gas Tank ❑Gas Piping _Shutters Q Windows/Doors ❑✓ Electric Z Plumbing ✓Sprinklers ❑ Generator W1 Roof Total Sq. Ft of Construction: 6012 ScFt. of First Floor: 6012 Cost of Construction:$ 950,000.00 Utilities: 2Sewer ❑Septic Building Height: 20' OWNER/LESSEE: CONTRACTOR: - Name The Crossing, A Network of Community Church Name: Rebecca Percy Address: 8103 Indrio Road Company: Drawdy Concrete Construction City: Fort Pierce state: FL Zip Code: 34951 Fax: Phone No. 772-465-5588 Address: 2945 W Midway Road City: Fort Pierce State: FL Zip Code: 34981 Fax: 772-464-0360 Phone No. 772-464-8160 E-Mail: Terry@thecrossingchurch.co Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: Becca@drawdycc.com State or County License- CGC 1511648 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: Rauiyaieila MORTGAGE COMPANY: _ Not Applicable Name: Ad d resS: 138 SE Naranja Ave :Address: . City: Poe St Lucie. State: FL Zip: Phone: 772-871-2457 City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: BONDING COMPANY: Not Applicable Name: Happy State Bank d/bfa'Goldstar Tmst Company Address: Address: POBox Tis City: City; Canyon, TX Zip: - Phone: Zip: 78o15 Phone: 800s68-6888 I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before Signature of Owner/ STATE OF FLORIDA COU NTY OF st Lade The for oing instru ent was acknowledged before me _ this f�dayof r�(Lni..n.jejjL_, 20 14 by - 1 (Name of person acknowledging Notary Public - Personally Type of Id1 Commission No. Revised 07/15/2014 . Sto " Signature of Contractor/Li en Holder STATE OF FLORIDA COUNTY OF srwcie The Bing inst �en�t w��, as ac�kn,o�wl dged before me this ' day of,20 by of person acknowledging ) Personally Type of too :aryPublic - State of Florida Comm. 01 a13 Oct4. 2016 Commission ommiselon # EE 135843 of Florida ) Notary Public - State of Florida MLComm. Exl[(de aftt 4, 2015 Commission # EE 135843 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY PILE I,t'd000084 OR BOOK 1 -i PAGE 2717, Recorded 10/0:, D14 at 04:04 PM Permit No. Folio/Parcel Identification Number: 3403-323-0002-000/2 (required now by statute) Prepared by and Return to: Samuel S. Karr, Esq. Burdett, Morgan, Williamson & Boykin, LLP 701 South Taylor, Suite 440 Amarillo, Texas 79101 1�IOXICE OF STATE F F(ORIDA COUNTYY O ST. LUCIE THE UN ER GNED h gt es lice th Im roveme t tll be made to certain rea roperty, and in accordance ith -hapter 7 Fl ides tes, a fbtfowing inforMation is pfovided in th s Notice of Description of property (legal description and street address, if available): 5200 Oleander Avenue, Fort Pierce, Florida 2. General description of improvement: Construction of new facility 3. Owner information: a) Name and address: The Crossing, a Network of Community Church's, Incorporated, a/k/a The Crossing Community Church, 8103 Indrio Road, Fort Pierce, Florida 34951 Telephone Number: 772465-5588 b) interest in property: Telephone Number: b) Amount of bond: $ 7. Lender (name and address): Crossing Community Church, P.O. Box 719, Canyon. Texas 79015 Telephone Number: 800-468= 6888 OR BOOK 3676 PAGE 2718 . , r . 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section 713.13(1)(a)7., Florida Statutes (name and address) Terrell Redden, Executive Pastor, 8103 Indrio Road, Fort Pierce Florida 34951 9. In addition to himself, Owner designates of (address) and (Telephone Number) to receive a copy of the Lienoes Notice as provided in section 713.13(1)(b), Florida Statutes. 10. xpiration ate f noti of cammen ent ( e expiration date ' on year fr�m th date of cording ess a eret dads ci to ( 7 WARNIN TO WNER: ANY PAY ADE BY THE O AFTE TH EXP ION F THE TICX OF OMMENCEMENT ARE C0N IDE D IMPROPER UNDE C R 713, PAR I, S CflO 713. RID TA _Lr D RESULT IN YOUR PAYING C FOR IMPROVEM TO OUR PROPER . A OTT OF CO MUST BE C RDED AND POSTED ON THE 1 SI BEFORE THE FIRST SP CI ION. IF Y D T OB AIN FINANCING, CONSUL WI YOUR LENDER OR AN ATTO EY ORE COM IN WO OR RE YOUR OT E OF COMMENCMENT. CROSSING, NETWORK OF COBAWNI CHURCH'S ure of Owner President STATE OF FLORIDA COUNTY OFST. LUCIE SWORN TO and subscribed gf�RQr�tSltt�Sa E �¢,( 2014 by CARLTON C. BRIDGERS (name), as President (title) of (m %R c MrAuvnue�t;n nameofcorporation), a Florida (State)non-profit corporation, on behalf of the corporation. He/She (please check as applicable] /_/ is personally known to me, or has produced/ X rt Florida state) ' eesIiceryse7fL t er (typeofidentif tionti6caton. �� fI ------, Section 92.525, Florida Statutes: Under penalties of pequry, I declare that 1 have read the foregoing and 75-r—nNe to the of my knowledge and belief. on PLANNING AND DEVELOPMENT SERV PARTMENT • Building and Code Regulations Division BUILDING PERMIT SUB -CONTRACTOR SUMMARY ( U 6 I ✓ U l ) ro Nlu Con .t l h n l 1 in n Li L will be using the following sub-coutractors for the (Compa /Individual Name) project located at or Property Tax ID 1) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical 1 S ¢ 0 I</ear% <. Plumbing 1 i t w �n ✓ HVAC/ I l 5 Mechanical Roofing lklaqlor Aooun3L Gas / V A , 4 I'd 3 co N� OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: Revised 07/29t2014 PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building &Code Regulations Division ..... .... _ - - -- 2300 VIRGINIA AVENUE ... " .. . - - FORT PIERCE, FL 34952-5652- - (772)462-1553 FILLED LAND AFFIDAVIT h the undersigned; ain the owner of the following described property, 3Ya3-J23-006,Z-Do©-.:SO o 01&4xtb9k A✓ c5-80.4 FL 305927— (Parcel Id#/Legal.descripdoWAddress) :.::. for which I have appliedto St. Lucie County for a Final Development Permit. In accepting this Final_ Development Permit, BP Number I acknowledge that as owner of the above "described- property, and mi accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT he -adversely affected. I further acknowledge that.in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for; or maintain in any form, adequate drainage off- my property which will not adversely affect the immediate community._ .T- ,b Date STATE OF FLORIDA, COUNTY OF 1!A.Lucy ta✓ ...:...... " ACKNOWLEDGED BEFORE ME THIS _� DAY OF . .201 BY C (Xt\ `'C\ �• lbolPt^S WHO IS PERSONALLY KNOWN TO ME. (V 1 OR WHO HAS PRODUCED' AS IDENTIFICATION. 5CLSr_1n A-6ot,A3�0r SIGNATURE OFNOTARY PUBLIC. TYPE.ORPRINT NOTARY - :COMMISSION NUMBER . .: - .... ... .. _ .. (SEAL) ... ez SOSAN A. BOW EN ... SLCPDSD Revised 04/112011 Notary Public State of Will My Comm Expires Ju120.2013- ''epFFt° Commission +P. EE 1028f11 - Property Appraiser-:St.Lucie "--mty, FL- :" Page 1 of 1 - PROPERTY RECORD -CARD The Crossing, a Network of Community " c<prev : Next» Spec.Assmnt Taxes Exemptions Permits Home Print Churches Inc Record: 1 of 3 - Property Identification " 1yC1E �Gq�- Site Address: : 52000LEANDER AV PafcellD: : _ 3403-323-0002-000-2 Ser/fowNRanger" 03:365:40E - -° Account#:-- -38770 Map ID: 34/03S Zoning: I - Use Type: CHRCHS - - City/Cnty.: Saint Lucie County .. Ownership and Mailing - : Legal Description Owner: _ The Crossing, a Network of Community, 3/04 36 40 FROM INT OF OLEANDER AV AND 4 ST RUN E 400 FT ." Churches Inc FOR POB, TH N 217.5 FT, TH W 400 FT, THN 27 .. - Address: 81031ndrio Rd .. ... .., ��-� � �� .. More... m. ... ... - - .. - - Fort Pierce FL 34951 ---" -- -- - - - Sales Information Assessment 2013 "Total Land and Building Date-- Price". Code Deed Book/Page 2013 Final: 731200 Land Value: _ 385500 Acres: 10.28 .::.::. 11/312011_:. ::100. 0117.:. QC _::. 3336-/2266 Assessed: 731200 Building Value: 345700 ... 5/4/1990 213800 00. WD 0690i/ 0769 Ag.Credit 0 Finished Area: 8288 SgFt - Exempt: 731200 _ Taxable: 0 BUILDING INFORMATION Taxes: . 0 - Mn - .I Exterior Features View: " - RoofCover. : TG- Tar & Gravel RoofStruct: FS - Flat/Shed EMType:. CH3-CH3 .. YeaPBlk .. 1993 - - Frame: Grade: Y_C-Commer C- EtfYrBit:,- - 1993 PdmeWall: - HP-Hardi Plank StoryHght: ..... 0010-1 Story - No.Unils::- :...1. .. SecWall: -..:_. Interior Features - BedRooms: _ 0 "" - Electric: ." : MX-MAXIMUM :PnglhtWall: DW-Drywall FullBath: 0. HeatType: FHA -FrcdHotAir AvgHVFI: _ -. - -.1 Bath: 0�.. :. HeatFuel: .::.::. ELEC-Electric - Pnn.Flors: -. -. CT -Tile-Ceramic ... . %A/C:. 100 %Heated: 100 %Sprinkled: 0 - " Special Features and Yard Items- Land Information Type: . " Y/S Qty. Units Qual. Cond. Y.rBlt. No. Use Type Type Measure . Depth ASP2-ASP2'LOW """Y 1 :28470 AV'. AV 1993-.1. 7100-CHRCHS .530-Sq Feet 447796 ... CURB - CEMENT.CURB . Y 1 230 AV AV 1993 CNC2 CONCRETE LOW. Y . 1 1050. AV AV .1993 - THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. hqp://www.pasle.org/pasle/prc.asp?prclid=340332300020002: _ V6/2014 ALL APPLICABLE INFO UST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: I� ' Permit Number. 0 I , 6 Building P rmit Application Planning and DevelopmentServices - -- _ Building and Code Regulation Division .. _ .-. ..... 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax::(772) 462-1578 Commercial X Residential PERMIT APPLICATION. FOR:: To Select from dropbox, click here - - PROPOSED INPROVEMENT LOCATION: Address:: 5200 Oleander Ave Legal Description: Vim... .,.w oir u..n D<s,wNEaaor FMo .WNzn.sFT.TXwOWFI. mNzns vr.ixE,oeo rr.ixsassrr,mwroros�ssswxn6rxxnsnroassw�•isl�msasgtoss � Property Tax Lot. No. P y 3403-323-0002-0002 Site Plan Name: The Crossing (FKA New Hope Baptist) Minor Adjustment. Block No. - Project Name: Setbacks Front256.07 Back: 630 Right Side: 50 Left Side: 97.91 DETAILED DESCRIPTION OF WORK: To design and: construction a 8,110 sq ft worship facility CONSTRUCTION INFORMATION: rtlona wor to lie e orme un ert Is permit check a app y .. . �HW ;Gas Tank Gas Piping. _ Shutters Q Windows/Doors - PlumbingSprinklers F]Generator Z Roof ❑✓ Electric D :. Total Sq.:Ft of Construction: 8110" S . Ft. of First Floor: 81.10 ° U' Cost of Construction: $ 1,015,000tilities: LJ Sewer Septic : Building Height: 30` OWNER/LESSEE: CONTRACTOR: Name The Crossing, A Network of Community Church Name: Rebecca Percy. Address: 8103 Indrio Road Company: Drawdy Concrete Construction City: Fort Pierce State: FL Zip Code: 34951 Fax: Phone No. 772-465=5588- .:: Address: 2945 W Midway Road Gityi Fort Pierce State: FL _ Zip Code::34981 - Fax: 772464-0360 - 772-464-8160 Phone No. `Te thecrossin church.co E-Mail: nY@ 9 Fill in fee simple Title Holder on next page (if different : from the Owner listed. above) _: ' E-Mail: Becca@drawdycc.com . State or Countylicense: CGC 1511648 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. . SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: NEER: _ Not Applica Name: Gregory Burke Architect Address: 333 17th Street Suite J City: Vero Beach State: Fi Zip: 32960 Phone: 772-299-e999 FEE SIMPLE TITLE HOLDER: x Not Applicable Name: Address: City: Zip: Phone: MORTGAGE COMPANY: Name: x Not Applicable Address: City: Zip: Phone: State: BONDING COMPANY: Name: x Not Applicable Address: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. Signature STATE OF FLOR DA COUNTY OF t.Z_L i'e t lignafaeof Contractor/ is nse Holder STATE OF FLORIDA COUNTY OF_!S� Lac (Z The forgoing instr ment was acknowledged before me this (P day of _� 200 by C. o r�k�ars The fgrgoing instrugnent was acknowledged before me this day of { 1 A P14— 200t:fby (Name of pe\\r``s--'o��n acknowledging) (Name of person acknowledging ) 4gne (Signature of Notary Public- State of Florida) of Notary ub11c-State of Florida ) Personally Known t/ OR Produced Identification Personally Know i�ILQroduce en i ica w . Type of Identification Produced -1 ntificatio !''•. JENNIFER MEDECKE Commission No. /`-at�� : a"'rY�9 SMAN A. 0 _ . . _ o ary u lie - State of Florlda mis n No. '>`T�'' �,to�,-'� My Comp&gores Oct 4, 2015 Cam Notary Public -8h Of FRIOft „r„ scion * FE 193013 ,y.�,F My Comm. Expires uf2l..2015 -Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUN R REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED JOSEPH E. SMITH, CLERTf na' THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE N 3982906 OR BOUT '660 PAGE 767, Recorded 08/07/2014 —,1:04 AM I NOTICE OF COMMENCEMENT J The undersigned hereby given nodee that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statuses the following Information is provided in the Nod" of covwenuement. I. DESCRIPTION OF PROPERTY (Legal desc:ip0on and matt address) TAX FOLIO NUMBER: 34033230002-0002 SUBDIVISION BLOCK TRACT LOT BLDG UMT W04 3840 From Ind OloanderAvo mid 4 St Run E 400 0 for Poll, than N 217.6 ft, TH W 400 ft, TH N 277.5 e, TH E 10e00, 0s S 495 ft LGENERALDESCRIPTIONOPIMPROVEMENT: Constructioncfnewwamhip facility 3. OWNER INFORMATION: a. Now The Crossing, A NetAwk of community Churches b. Add. 8103 Inddo Road Fort Pierce; FI 34951 a interest in property t00% d. Name and address of fee simple ti0eholdw (if other than owner) NA 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: m.wyceartmcoa.wmoa,u02945WMw,Re.dMt4844160 5.SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: Ms 6.LENDER'S NAME, ADDRESS AND PHONE NUMBER: NA 7. Persons within the State of Florida designated by Owner upon whom nodcea or other documents may be served as provided by Section 713.13 (U(a) 7., Florida Statutes: NAME ADDRESS AND PHONE NUMBER: NA 8.In addition to himself or herself. Owner designates the following to receive a copy of the Llenoes Notice as provided in Settion 713.13 (1)(b), Florida Statues: NAM ,ADDRESSANDPBONENU61BERt NA 9. Expirmion data of notice ofeommeneeroent (the expiration date is 1 you from the time of mcording unless a different data Is specified) _.20_. ORR/D�IN�Q YOM NOTICE OPCOMMPNCEMFM. 04r LTcSJt�• iJt. JsU Kota Print Name and Provide Signatory's Title/Office Owner's Authorised OHlcer/DlreelnrfPartner/Mmegw State ofFIMdIa Ommly' '' -'' ofC. i'( �t The fomgoIng instmmenl w@y acknowledged before me this day of foF'Fk{ -2011i By.�4.t�1. Pt•PAW w{ (Name ofperton) (Type of authority... e.g. Owner, offices. muster, auomey in fan) For—Ihay— Pba S&-, Lg/' (Name ofpartyon bebal f whom instrument was eaecoted) Personally KnowK wproduced the following type of ID:_ p. CJOU�h � MQ.j89(gP/h R 1'Wlle� tow A.tC19 SusfA.t� •elrra1 11rYr (PAnted NameafNotaryPubBe) (Signature of Notary Public) �c:di 'o ffy Cemm'F4Wa hlMt4/e' �•,dd, Cemmlttlon I E 1021e1 Under pauddes of perjury, I decide that I have read the foregoing and that the fects in it are am belief (section 92.525, Florida Statues). �rivie(a v(t)orsvOwnar(s)' Authorized Officer/Direnor/Pastner/Manager who signed above: Hy By N.Otw�llamd'ey V0�DSTATE Of FLOC!►DA ST. l.UC1E C01ittTY TTVi1 �1S , f. •iR .f, RTtF'(TY1A y TRUE A? RRECT yy , Date.. - AR N Al-FIRx Exterminators, 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 Miami, FL 33165-0213 Tel. (305)552-0141 / 1-800 782-9284 FAX (305) 227-1797 Web Page: www.alflexexterminators.com / Email: alflex@bellsouth.net CONFIRMATION OF COMPLETION OF NATIVE SUBTERRANEAN TERMITE PRETREATMENT AND CERTIFICATE OF COMPLIANCE Purchaser: DRAWDY BROTHERS LLC Address PO BOX 12547/FORT PIERCE, FL Phone (772) 464-2021 Number of Structure(s) to be treated: ONE Square Footage: 5,900 Gallons Used Linear Footage Permit #: Address of Treated Premises: THE CROSSINGS CHURCH Lot- 0 Block- 0 5200 OLENDER AVE/ FORT PIERCE, FL Product Used 590 I MAXX PRO 308 Gallons Used: 123 IMIDACLOPRID (0.05 Date Initial Treatment: 4/24/2015 7:00 AM Date of Completion - 10/16/2015 7:00 AM Technician : DENNIS AI -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation. Treatment has been made in accordance with the rules and laws as establishedby the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. AI -Flexes limited warranty is presently in full force and effect. (WARRANTY EXCLUDES FORMOSAN & ASIAN TERMITES) Ali -*Exteeors,Inc. by President ��'+'�CERMINq �lr: i�PGI4,q z Dated: 10/16/2015 This is not valid without a Company Seal OMEGA TEST AND BALANCE, INC. NNNA CERTIFIED INDEPENDENT TEST AND BALANCE COMPANYNNN 126 WISTERIA AVENUE, FORT PIERCE, FLORIDA 34982 CELL(772)216-7632 TABB CERTIFICATION NO. BB032001C/BB032002S/BB1032630T HYPERLINK"HTTP://WWW.OMEGATESTANDBALANCE.ORG" W W W.OM EGATESTAN DBALANCE.ORG HYPERLINK"mailto:omegamanaic532002@yahoo.com" omegaman iac532002pyahoo.com RH THE CROSSING COMMUNITY CHURCH WORSHIP CENTER TEST AND BALANCE INSTRUMENTS SHORTRIDGE SERIES 8400 FLOWHOOD W/ADM860 AIR DATA MULTIMETER RANGE: ACCURACY: CALIBRATION DATE: 0 TO 61 IN H.G 0.05% FS OCTOBER 5, 2015 CHECK -IT DIGITAL PSYCHROMETER —MODEL #622 RANGE: ACCURACY: CALIBRATION DATE: SHORTRIDGE ADT446 TEMPROBE RANGE: ACCURACY: CALIBRATION DATE: FLUKE 322 CLAMP METER 350 TO 2050 F, 50/o TO 100% f20 *1 DIGIT t30/o OCTOBER 5, 2015 -200 TO 1800 F f 0.50 FROM 320 TO 1580 F OCTOBER 5, 2015 HUGH A. GRIMES, CERTIFIED T.A.B.B. CONTRACTOR/SUPERVISOR/TECHNICIAN --ALL WORK PERFORMED IN ACCORDANCE WITH TABB STANDARDS AND THE CROSSING COMMUNITY CHURCH WORSHIP CENTER UN AC-3 AC-2 MAKE CARRIER CARRIER AC-3 CARRIER MODEL FB4CNP060 FB4CNP060 FB4CNP060 SERIAL 1215A86322 1215ASS216 1815AS6473 SHEAVE DD DD DD BELTS DD DD DD FILTERS 22X23X1 22X23X1 MOTO MAKE/FR DD DD 22X23X1 _ DD HP/RPM 3/4 NA 3/4 INA 3/4 INA V/PH/HZ 208-230/1/60 208-230/1160 208-230/1/60 FLA/SF 6.0/1.15 6.0/1.1S 6.0/1.15 SHEAVE DD DD DD CL DD DD DD HEAT ELECTRIC ELECTRIC ELECTRIC EVAPORATOR DESIGN I ACTUAL DESIGNACTUAL DESIGN I ACTUAL S/A CFM 2000 2094* 2000 2110* 2000 2099* 0/A CFM NA 113 NA 109 NA 123 R/A CFM NA 1981 NA 2001 NA 1976 EXT. SP .201.34 .201.38 .201.30 DISC. SP NA .21 NA .24 NA 1.20 SUCT. SP NA 1 -.13 NA -.14 NA -.30 OAT DB/ W B NA I 84.6/77.8 NA J 84.6/77.8 NA 84.6177.8 RAT DB/WB NA I 72.1/61.4 NA I 71.2/60.2 NA J 71.5/60.4 LAT DB/ W B NA] 51.6/51.0 NA] 52.2/31.4 NA 52.6/51.1 FAN RPM NA NA NA NA NA NA VOLTS 208 209 208 210 208 209 AMPS 6.015.4 _ _ 6.015.2 6.015.5 _ CONDENSOR CARRIER CARRIER CARRIER MAKE MODEL - CA14NA060-A CA14NA060-A CA14NA060-A SERIAL 111SX71824 311SX66756 131SX60197 V/PH/HZ 208-230/1/60 208-230/1/60 208-230/1/60 RLA 20.8 20.8 20.8 LO PRESSURE 145 150 140 HI PRESSURE 315 310 290 REFRIGERANT 410A 410A 410A FAN/HP/RPM 1 +/a 1 NA 11 '/a I NA NA V/PH/HZ/A 208-230/1/60/1.5 2 208-230/1/60/1.5 2 208-230/1/60/1.5 2 CC HEAT AMPS .1 .1 .1 AIR HANDLING UNITS REMARKS: ---*ALL AHU'S ON HIGH SPEED. ALL WORK PERFORMED IN ACCORDANCE WITH TABB STANDARDS AND PROCEDURES THE CROSSING COMMUNITY CHURCH WORSHIP CENTER AIR OUTLETS AC-1 ADDRESS OUTLET NUMBER TYPE SIZE DESIGN CFM PRE. CFM FINAL CFM*1CDS1150121153*2CDS1150117158*3CDS4200154211*4CDS4100161103*SC DS4200148208*6CDS4100158102*7CDS1100316309*8CDS4150172156*9CDS4100 231107*10CDS1150188156*11CDS110067107*12CDS4100156104*13CDS2150171 159*14CDS1125133132*15CDS112598129=SUM(ABOVE)2000=SUM(ABOVE)2094 REMARKS: ALL WORK PERFORMED IN ACCORDANCE WITH TABB STANDARDS AND THE CROSSING COMMUNITY CHURCH WORSHIP CENTER AIR OUTLETS AC-2 ADDRESS OUTLET NUMBER TYPE SIZE DESIGN CFM PRE. CFM FINAL CFM*1CDS4400461417*2CDS4400366408*3CDS4400372432*4CDS4200231212*SC DS4200242214*6CDS4400478427=SUM(ABOVE) 2000=SUM(ABOVE) 2110 REMARKS: ALL WORK PERFORMED IN ACCORDANCE WITH TABB STANDARDS AND PROCEDURES THE CROSSING COMMUNITY CHURCH WORSHIP CENTER AIR OUTLETS AC-4 ADDRESS OUTLET NUMBER TYPE SIZE DESIGN CFM PRE. CFM FINAL CFM*1CDS4200154204*2CD54200167216*3CDS4400361407*4CDS4400355411*SC DS4200171209*6CDS4200148202*7CDS4400336409=SUM(ABOVE)2000 =SUM(ABOVE) 2058 REMARKS: ALL WORK PERFORMED IN ACCORDANCE WITH TABB STANDARDS AND PROCEDURES THE CROSSING COMMUNITY CHURCH WORSHIP CENTER AIR OUTLETS AC-3 ADDRESS OUTLET NUMBER TYPE SIZE DESIGN CFM PRE. CFM FINAL CFM*1CDS4200251216*2CDS4200171211*3CDS4400371416*4CDS4400352408*SC DS4400466422*6CDS4400452426=SUM(ABOVE) 2000=SUM(ABOVE) 2099 REMARKS: ALL WORK PERFORMED IN ACCORDANCE WITH TABB STANDARDS AND PROCEDURES THE CROSSING COMMUNITY CHURCH FLA/SF 6.0/1.15 - SHEAVE DD CL DD HEAT ELECTRIC EVAPORATOR DESIGN I ACTUAL S/A CFM 200012058* 0/A CFM NA 117 R/A CFM NA 1941 EXT. SP .20 .40 DISC.SP NA1.26 SUCT. SP NA -.14 OAT DB/WB NAI 84.6177.8 RAT DB/ W B NA 70.5/61.8 LAT DB/WB NA 49.9/49.1 FAN RPM NA NA VOLTS 208 209 AMPS {CONDENSOR MAKE 6.015.4 CARRIER MODEL CA14NA060-A SERIAL 1315X60349 V/PH/HZ 208-230/1/60 RLA 20.8 LO PRESSURE 155 HI PRESSURE 305 REFRIGERANT 410A FAN/HP/RPM V/PH/HZ/A 1 208-230/1/60/1.5 AIR HANDLING UNITS REMARKS: ALL WORK PERFORMED IN ACCORDANCE WITH TABB STANDARDS AND PROCEDURES ,I Planning & Development Services ` Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 Fax 462-1578 CHANGE OF CONTRACT Or subcontractor or cancellation opermit Change of Contractor is to be completed by the property owner, and the new contractor of record for the current. permit. A new permit application must also be completed with new contractor information, signature; and transfer fee. A new Notice of commencement must be filed in the new contractor's name for job value's greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. Subcontractor changes can be completed by the general contractor. Any cancellation of permit must be executed by the owner or qualifier of record. Date: n 1 CQ\\`- Site Address: 00 0�QOusd S 0,-,,12 Contractor (or Subcontractor) Permit Number: ) q o g !- n\ ws License \S Lbl-\'� SLC Licensea(� - StateLicenns�3j SLC License New en eral C actor (or Subcontractor) Reason for Change \QQv Q, ine unaersignea aoes hereby agree to indemnify and hold harmless St. Lucie County, its officers, agents, and employees from all costs, fees, or damages arising from any.and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of SIGNATURE OF PRINT ar.5 State of Florida, County of St Lucie County . EdayarX;7 " acknowledged before me this 20f by wfio is ersonally to me of Notary Date er i ed �+F` O- K $ JENNIFER MEDECKE NWary Public - State of FlofIQg =9 MY Comm. Expires Oct 4• YDlti W4 a )- comeshtton # NE 135311 for change of • SIG TURF OF GENERAL CONTRACTOR PRINTNAME P t 113 State of Florida, County of St Lucie County The following instrument was acffiowledgef before me this day of� 20 Kby -3De,J wh ' peso y me of Notary - Date JENNIFER MEDECKE Notary Public - State of Rodda NF Comm. Expires Oct 4, 2010 COMIMeNon # EE lam' 2015-08-10 11:33 f-ie(d office 7724619798 >> P 2/2 DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLEHOLDER; _ Not Applicable I BONDING COMPANY: Name: Address: City: Zip: Phone: Address City: Zip: Phone: _Not Applicable 7W NER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. rs] ,ethe permit holder to build the subject structure or and covenants that may restrict or prohibit such deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencingworkor recie n hisvour Notice of CnmmancamPnt UiContractor gnature of Owner/ L ent Signatur tense Holder STATE OF FLORIDA 1^ c i STATE OF FLORIDA l COUNTY OF e COUNTY OF { LAA r,'r . The forgoing instryyyymentwas acknowledged before me this day of 20J by The fo�oing instru'����rr}}}}t`en't1 was 'acknowledged before me this day of 2615 ce.CAi� rs oL C V-5 aEl 'e (Name of person acknowledging ) (Name of pe s�onck edging) YX (Si ure of Notary Pu Ic-State of Florida) ( tg re of Notary Public- State of Florida I Personally Kno D Pr I e Identific -V Type of Identif at' y, u,,; .N a* Personally Known uced Identification Type of Identificat n,y\\�+ �° = JENNIFER MEDECKE € asProduced i � . lorfaa Produced_, . . Nolar Puolle -State of harldasY - Commission N My 20/i LJ y µy Comm. Expires Oct 4, 2016 Commission No. 34 eff\4a 0ommissljg 135043 42 r -- REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED _ DATE ' COMPLETED \GY• !(LV 1Y JOSEPH E. SMITH, CLERK OF THE ^.TP!:UIT COURT - SAINT LUCIE COUNTY �/ {�Q FILE # 4095239 OR BOOK 3771 1205, Recorded 07/27/2015 at 10:33 O VV F O /•RTR AF ADMf.-Rm,RN T(Y Me Lit.i. •r.....rt-nz....neu i.g inryi NOTICE OF COMMENCEMENT J The undersigned hereby gives notice that improvement will be made to certain real Property, and in accordance with Chapter 713, Florida smtmes the following information is provided in the Notice ofmmmencement. I. DESCRIPTION OFPROPERTY(Legal description and strect address) TAX FOLIO NUMBER 3403323-0=-000a SUBD ION K TRACF LOT BLDO (�T . 2. GENERAL DESCIUMON OF IMPROVEMENT: construction of a new facility 3. OWNER INFORMATION: a. Name The Crossing a network of Community Churches b. Address 81031ndrlo Road Fort Plena, FL M951 C. interest in Property d. Name and address office simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: DmwdY Bromem U-C PO Boa 12549 Ft Pierce, Fl 34979 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER pp//}�N��pp B44ND AMOUNT: _ O. LENDER'S NAME, ADDRESS AND PHONE NUMBER:t.LO�IT S \ Z X I \X 7. Persons within the Scan of Florida designated by Owner upon whom notices or other documents may be served as Provided by (006 Section 713.13 (1)(a) 7., Florida Statma: NAME, ADDRESS AND PHONE NUMBER, Terrell Redden 61031ndrio Road Fort Pierce, FI 34951 8- 1- addition W himself cr herself. Owner designmes the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Swerves: NAME ADDRESS AND FHONE NUMBER: 9. Expiration date of notice of commencercent (the mpimsion data is 1 year from the date of remrding unleas a different data is specified) ,—.20_ \\1M--\ C bs'.c?.00�s Print Name and PmAde Signatory's T' ORim Owner's Authorized O15cer/Director/Partver/Meoager Some of Florida County ofss,-L-"- xL. The fomgoing imtrmauenrt was acknowledged before me this 80day of 20 —a By �Y'011 D� spI_LjJ)4Q {`( se ne (Named n) lS—� UyPeofeuthority...e.g.Owner, olff=, trustee, asomeyin fact) Fo memwasmoomed) Personally Know cr Produced the following type of ID:_ •jz",..... " JENNIFER MEDECKE Murry Public - Sure of Pplae my Comm. Expires Oct 4. 2211 N oary ub¢ (Si e o otary Public) ,5csb Under penalties of Perjury, I declare that I have read the foregoing and that the facts in it we Due m the best of my knowledge and belief (section 92525, Florida Statutes). Signature(s) of OsyneT(P'O OW7Wr(s)' Authorized Offieer/DirectorMarmer/Ma urger who signed above: BY By �� y Lxycz fAs%pxt_ R...ov.+owmnm®aws STATE OF FLORIDA I ST. LUCIE COUNTY PHIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT OPY OF THE ORI EPM E. S LE ID 15 I' FIELD DENSITY TEST REPORT-JONRE6BERGER engineering & testing, Inc. Report Number: HD141077.0002 dinmimscays Service Date: 04/14/15 607 NW Commodity Cove Report Date: 04/20/15 l Jr v Port St. Lucie, FL 34986 Task: CMET 772-343-9787 Reg No• 6870 Client Project The Crossing Community Church The Crossing Community Church Drawdy Concrete Construction, LLC 5200 Oleander Avenue Attn: Craig Bridgers Fort Pierce , FL 34982 2945 W Midway Road Fort Pierce, FL 34981 Project Number: HD141077 Material Information Lab Test Data Project Requirements Optimum Water Max. Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) (%) (%) I HD141077.0001 Gray fine to medium SAND, trace ASTM D1557 15.0 108.0 N/A Min 95 silt Field Test Data Test No. Test Location Lift/ Elev. Mat. No. Probe Depth (in) Wet Density (pcf) Water Content (pcf) Water Content (%) Dry Density (pcf) Percent Compaction (%) Building Pad, Compacted Subgrade 1 North East Comer of pad 0-12 1 12 118.6 10.5 9.7 108.1 100 2 East side of pad 0-12 1 12 122.5 14.1 13.0 108.4 100 3 South East Comer of pad 0-12 1 12 116.3 9.8 9.2 106.5 99 4 North West Comer of pad 0-12 1 12 120.8 12.6 11.6 108.2 100 5 West side of pad 0-12 1 12 117.2 8.7 8.0 108.5 100 6 South West side of pad 0-12 1 12 117.8 8.5 7.8 109.3 100+ 7 Center of pad 0-12 1 12 119.1 11.9 11.1 107.2 99 Datum: Inches below top of subgrade Serial No: 23333 Std. Cut. M:645 Std. Cat. D: 2367 Comments: Test and/or retest results on this report meet project requirements as noted above. RECEIVED JUL 01 2015 I 0 PERMITTING St. Lucie County, FL =V� ��GEN Services: Perform in -place density tests to determine degree of compaction and material moil e ondit'.44082 Dunkelberger Rep.: Victor Ruiz Reported To: Client STATE OF Contractor: N/A Report Distribution: '. 'c(O R `QP (1) The Crossing Community Church, Emaited (1) Dmwdy Concrete Construction, LLC, Reviewed By: jwl@dmwdyw.wm. Fl R114.114 .. . ? c Test Methods: ASTM D6938 44082 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Caowr, u-161].a 7 Page 1 of I FIELD DENSITY TEST REPO:,-. RE��� = BBNNELBERGER Report Number: HD141077.0002 engineering & testing, Inc. ,1E� Service Date: 04/14/15 607 NW Commodity Cove Report Date: 04/20/15 �r Task: L-v-�9 Port St. Lucie, FL 34986 CMET _3 772-343-9787 Rea No: 6870 Client Project The Crossing Community Church The Crossing Community Church Drawdy Concrete Construction, LLC 5200 Oleander Avenue Attn: Craig Bridgers Fort Pierce , FL 34982 2945 W Midway Road Fort Pierce, FL 34981 Project Number: HD141077 Material Information Lab Test Data Project Requirements Optimum Water Max. Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) (%) (%) 1 H13141077.0001 Gray fine to medium SAND, trace ASTM D1557 15.0 108.0 N/A Min 95 silt Field Test Data Probe Wet Water Water Dry Percent Test Lift / Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) Building Pad, Compacted Subgrade North East Comer of pad 0-12 1 12 118.6 10.5 9.7 108.1 100 East side of pad 0-12 1 12 122.5 14.1 13.0 108.4 100 South East Comer of pad 0-12 1 12 116.3 9.8 9.2 106.5 99 North West Corner of pad 0-12 1 12 120.8 12.6 11.6 108.2 100 West side of pad 0-12 1 12 117.2 8.7 8.0 108.5 100 South West side of pad 0-12 1 12 117.8 8.5 7.8 109.3 100+ Center of pad 0-12 1 12 119.1 11.9 11.1 107.2 99 Datum: Inches below top of subgmde Serial No: 23333 Std. Cut. M:645 Std. Cut. D: 2367 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in -place density tests to determine degree of compaction and material moigt'ure2n 0:44082 9+ Dunkelberger Rep.: Victor Ruiz Reported To: Client STATE OF Contractor: N/A Report Distribution: (1) The Crossing Community Church, Emailed (1) Drawdy Concrete Construction, LLC, Reviewed By: jml@dmwdym.com 7 r F) Rr�aiJo.44082 Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CRoar. 11-1&12, Pr3 Page1 of 1 LABORATORY COMPACTIOI° iAKACTERISTICS OF OIL REPO dIINKELBBBGER Report Number. HD141077.0001 Service Date: 04/14/15 anyll.MnyatsWrO rrw •ierrml°o.+.. RECEV. 0APR2010b 607NW Commodity Cove Report Date: 04/20/15 Port St. Lucie, FL 34986 Task: CMET 772-343-9787 Reg No: 6870 Client Project The Crossing Community Church The Crossing Community Church Drawdy Concrete Construction, LLC 5200 Oleander Avenue Attn: Craig Bridgers Fort Pierce, FL 34982 2945 W Midway Road Fort Pierce, FL 34981 Project Number HD141077 Material Information Sample Information Source of Material: On -site Material Sample Date: 04/09/15 Proposed Use: Embanlanent Fill Sampled By: Michael Cohen Sample Location: Center of Building Pad Laboratory Test Data Test Procedure: ASTM D1557 Test Method: Method D Sample Preparation: Dry RammerType: Mechanical Maximum Dry Unit Weight (pct): 108.0 Optimum Water Content(%): 15.0 Sample Description: Gray fine to medium SAND, trace silt Result Specifications Liquid Limit: N/A Plastic Limit: N/A Plasticity Index: N/A In -Place Moisture (%): Passing #200 (%): 3.9 USCS: SP Zero Air Voids Curve for Assumed Specific Gravity 2.65 7 8 9 10 11 1213 14 1516 17 18 19 20 21 22 23 24 25 Water Content (%) Services: Proctor Test: Sample from project site which was delivered to laboratory on Service Date�p edfltr. sample for Moisture Density Relationship. �,��• `"' CC( DunkelbergerRep.: Michael Cohen ���\CiEN�Q�. Reported To: Client Contractor. N/A s N0.44082 Report Distribution: s (1)The Crossing Community Chmch,F.tmiled (yConcrete Construction, LLC, STATE OF joel(acl@drajdmwdycc.com Reviewed By: _ . 0 R I'0 FL Ae¢istration No. 44082 Test Methods: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOTtest methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxosos, rats-t1,n .7 Page I of 1 CoUNTY 2300 Virginia Ave Fort Pierce, FL 24982 ' 772-462-2172 Fax 772.46244# CERTIFICATE OF TERMITE'TR CONSTRUCTION SOIL TREAT PERMIT #: N06, 0150 JOB ADDRESS; X200 o/ BUILDER/CONTRACTOR: -np v ca Z, ? )PEST CONTROL CONTRACTOt7 A l - r �x et PEST CONTROL CONTROL LICENSE #: is 161 y J 1 ft the undersigned. hereby certify that we have pretreated the abovs subterranean termites in aocordenos with the standards of the Nstbn:s } ,Square feet if area treated, .to Chemists usect z _ S Perceritage of solution.. ' Total gallons used. Date of Treatment: '/ 2Y /S'_ _- - , - _ -- Tune of Treatment Footing S I a b Treatment * T Fie -Treat a -Tie Dr1 veWayo -P o a t s _v Treatment I Tr( ke-treat Re -Toe 0 t h e Y Perimeterfor In Treatment Re=Treat Signature of Able. 71e4inustbea odm Nodlbim foreaO requirodVaatmentor►a tree site to be picked up by the hvecwret ammo ofeach bspedWormosdwW feadiarged FEC1tt4 ZG yCertDSwteo(Pn*dueTreatmontforpmvenfTonoFftWes.•A' &W.beprovkredtoreceive&4pr wTmafinentCetaflodeseseechtequkdf §� prnwftaovyhorUfa pe`isona*permirfsisauedtoanc omftrmpywth t TMENT NT constructionfor 'ol Ascociatton. Inspection Duo ronnmrutba w the)ob 7n wr7f fettertd a n3-inspert�n � . CerdNcateshaNpmWe the productused idenUfyof the epprraetor, rfma end d" fe ofthe boatrment site idm" heated, chemn:8t used, pereBnEcenCerIIrdtiorrandnurracarofgetkirrs useq. to e�fsD�Sma verifis�ite nagartYO! prIXecWaharrhnent.Jlthe sw7dwmtv1bamarmethodforfemdWProw nkrx fee +d ra8roxrenar[r�sunenr+ be mmplat9dpdarto 6natbu9dngappromL a v AI -Flex Exterminators, Inc. 4035 S.W. 98th Avenue, Miami, Florida 33165 P.O. Box 650213 / Miami, Florida 33165-0213 Tel. (305) 552-0141 / 1-800 782-9284 t� Fax (305) 227-1797 Web Page: www.alflexexterminators.com / Email: alflex@bellsouth.net Partial Treatment Notice Project Name: 77, C'rwl'!Js Lot Block Model: Service order by: Drq'41-9 ws �Nli Date: L�!zf/ %S Time:7d, Product Used--:z-~ 7r-o N° - 8367 Property Address:�� ��e4nd�r At.,-- �'i lGrcG FL Permit #: Applicator: -,VW Chemical Used: V' ,r" (active ingredient) Number of Gallons applied :14sC l Percent Concentration: G•% e Area Treated :�!'9�� Tamp: Linear feet Treated Stage of Treatment: Horizontal/Interior Vertical p.* e-// This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, AI -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above accordance with pesticide label and Florida Statue. Warranty and treatment certification will be treatment. J This form should not be accepted as proof of complete treatment for Certificate of C NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators driveways and entryways. AI -Flex Exterminators must be notified at final grade of structure warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY Is a treated at final grade Tr et on of final 2a reghire for patios, pe pleted P .aPd` e• TITAN // CONCRETE Materials for Life" r / / l "Thank 'you - We appreciate our business" . Y PP Y / r - FORT PIERCE `. Y 4199 SELVFT7 R040' FT PIERCE, FL 34982 Ticket no. 2EfD138 �. Delivery date Plant Truck Driver Truck size Type job L 04/30/15 F2R ( HATCHEP JR. JESSIE'_ II SI_. R . Customer no. Customer name L Zone Tax CD 90007631 I THE CROSSING A NETWORK OF I TF Tarmac project no. Customer P.O. no. Order no. Terms code ,-Charge delivered a -Co.]). Time due 350421+ I c9 3 _ I 'ZiCharg:EO.B. 1,C0.1)-EO.B. 05^53 Delivery name and address •j Lot Block County THE CROSSINGS' 5200 OLEANDER AVE, FORT FIERCE Instructions SELVITZ RD TO MICWAY RD T/L TO OLEANDER AVE T/R. (slump 5. 0v -- -- _ .Ty -__ L. "— I U/M, Unit price `Amount Quantl Product Load Cumulative - Ordered Code Description I 11. 00 1.00 132 , 00 CAl WR103000 #57 C-V 1. 00 80t 1007 FUEL, SURCHG LD , 1. L�0 S0 1014 ENV I RON SURCHG LD rn r= C'7 c_ are 4 Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant kdditional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: Gallons of water added: Gallons of water added:, I " Amt of'CY Retained: Customer Approval:} Customer Approval: Customer Approval: l I Customer Approval: Tested \,_.TEstedproperly No. 6965138 Q 6�^ ® Authorized and received by ❑ Y��. No ❑ Yes ❑ No r3 \✓'U Gl X 1" c"Yo Its Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and..others to work safely, on the belief that alleidents are preventable ad that zero inciden`tsis,the only goal. Lot: Block: RECEIVED MNt Address: -.Correct Not Correct ,44 !N 10T/ FIOO nnCl\/ TITAN FLORIDA LLC TERMS. AND. CONDITIONS OF SALE - * -- I. All sales will be subject to these terms and conditions ("Contract") and, if buying oncredit, to. Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance. with the laws of the state, of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the Ideation of the delivery site of the goods sold. hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I % 10" proximo may be deducted if previous balances are past due. Interest at the lesser of 1 'L% per mouth clr the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will beentitled to recover from Buyer all costs of collection and litigation including,. but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or. if the financial status of Buyer becomes' impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. . 3. Regular delivery hours are, 7:00 a.m. - 5:00 p.m., Monday through Friday. An additionalchargemay beadded for deliveries outside of these hours and - for anv-waitina(ualoadine neriods inexcess of 60 minutes. Prices are based on full loads; an: additional.chame will apply to loads_of less than seven cubic 4. Buyer will give Seller at least 48 hours prior notice of the time and eofrequested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other prSperty, and Buyer will indemnify andhold Seller harmless from and iteinst any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to theextent causeU'by Seller's .gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. - 6. Buyer responsible for full payment including all costs of disposal and Seller's rettimchar e per truck for, r orders not cancelled at lease,hour Y P P ym g sP e P C) prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to'unsuitafile approaches.. 7. Concrete prices and -quantities are based upon the wet volume at;the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with. applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8, Limited Wa/iranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet. or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards,: when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES; WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE FIEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN'rHIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material; such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be requited in excess of the rnix design quoted, or which may be required to provide workability, strength, setting time.. or water+cement ratio: will.. result in an additional ingredient charge payable by Buyer. 1 L Concretewill be hatched and delivered in accordance with ASTM C-94. Concrete temperat ire will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give. Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice willbe within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING. WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT. CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FORANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT.• 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation; with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The tmenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each. otherprovision of this Contract will be severable and enforceable to the extent permitted bylaw. `rr WARNING: CAUSES SKIN IRRITATION -INJURIOUS TO EYES, CONTAINS PORTLAND CtMtNC{ -FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WFFH.SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE. RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. BEEP OUT OF REACT't617CHILDREN. MATERIAL SAFETY DATA SHEETS' (NISDS) ARE AVAILABLE AT' WNY-VY.TITANAMERICA.COM. Rev'd 2-08 PI TITAN CONCRETE Materials for Life' _ 4 "Thank you - We appreciate your businllssr' . j STUART 1501 M-*NTEREY RD S7UAR:T, % FL 33494 Ticket no. 9 h Delivery date„ Plant Truck I Driver Truck size Type job 04/30/2015 627 1291 GOMEZ, JOR 1 11 SLAB O Customer no. - Customer name $ Zone Tax CD 90007G3 I THE CROSSING A NETWORK O Tarmac project no. Customer P.O. no. Order no. Terms code t-Charge delivered 3-C.O.D. Time due 350424 I 29533 I '2Charg:FO.B. 4{.O.D-F.O.B. 7eQl5 RIh Delivery name and address Lot Block County 5200 OLEANDER FIVE FORT FIERCE SELVITZ RD TO MICWAY RD T/L_ TO OLEANDER AVE T/R. --- — — �'Quanfity- ' _ �� � ProduR ��� ---- U/M; Unit price Amount __ _ Load Cumulative Ordered Code Description 11..00 22.00 3F'.00 CA385RIO F 3060 tt57 yd r � 1. 00 2. 00 :. 00 80 61007 FUEL SURCHG Lia ' 1.00 2. 00 .00 80 D014 ENV IRON SURCHG L.D APR3015 6:31RM Load Arrive jobsRe start discharge finish discharge Additional water added to this concrete will reduce its strength. Gallons of water added:_ Gallons of water added: _ Gallons of water added: Customer Approval: Customer Approval: Customer Approval:_ ITested - Tested properly No. Q Yes No ❑ Yes ❑ No Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is thq only goal. Lot: Block: Leave job site Arrive plant ,ef : Subtotal • Sales tax TOTAL Any water added is at customer's.risk. Amt of CY Retained: - Authorized and received Address: Correct k Not Correct ; r`l lernnn Fla r:nGV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terns, including any terms contained in Buyer's purchase order, are excluded miless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract. Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site. of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the mouth of delivery, without deduction, retainage, set off or charge backs. A cash discount of 10/i 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of 1'h.% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies. Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonableattorneys' fees. Seller reserves the right t4require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads: an additional charge will apply to loads of less than seven cubic yards. The in load for each delivery is Ph cubic yards._ —=_ __ .-_ _ _—_—_ __-------- ------ --- - - - 4. Buyer will give Seller at least 48 hums prior notice of the brie and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks. driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements: (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck., and are not sold "form measurement" or measured "in place". Yield Naill be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OI' MERCHANTABILrl'YAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE TIIE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio; will result in an additional ingredient charge payable by Buyer. 11. Concrete will be hatched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmentaland material condi- tions at the time of delivery Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE. AND WHETHER ORNOTAR181NG FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FORANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL33441. 15. Severability. The unenforceebility, of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO TIIE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 1 TITAN _l/ CONCRETE Materials for Life* gr'ncrete , a \ "Thank you - We appreciate your business" FORT PIERCE a4199 SELVITZ FT PIERCE, FL I ��OUILD,h,C n McMeE�` ^ Ticket no. ROAD 288139 34982 Delivery date Plant Truck Driver Trucksize T e'ob 04/30/15 6c8 13(15 ZEILINSKI. ROBERT 10.0rYP1SLAB ON Customer no. Customer name - Zone Tax CD 90007631 I THE_ CROSSING A NETWORK OF I TG Tarmac project no. I Customer P.O. no. Order no. I Terms code ,.charge delvered 3-C.O.D. Time due 3504'4 29533 ,�ChargeEO.B: 4C.0.D-EO.B. Q7e12 Delivery name and address Lot. Block County THE CROSSINGS ' S200 OLEANDER AVE, FORT PIE1-tCE Instructions SELVI T Z RD TO MICWAY RD T/L TO OLEANDER AVE T/R. (slump i 5. 02 a ,S —ti ---- ---- -, --- ---. --- Quantity �� 11Product I .11. --I U/M' Unit price ;Amount Load I Cumulative I Ordered I Code I Description 'I 1 1 1. 1 00 2.00 13E 00 00 00 tV v ZZ 5RIO3000 057 07 FUEL SURCHG 14 ENVIRON SURCHG CY LD LD Load Arrive job site Start discharge Finish discharge Leave jobsite Arrive plant cra Subtotal Sales tax Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval Customer Approval: Customer Approval: _. Teste� Tested properly I No_ Authorized, and received by No IJ Yes LJ No 1 Safety is a constant state/of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. 0090,316J JX Od LC Lot: Block: Address: Correct Not Correct r'nov TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit,. to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction and venue of the stale and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1% 10' proximo may be deducted if no previous balances are past due. Interest at the les u of 1'/•.% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until pai .'Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies; Seller will be ntitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to rejuire payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or ir the financial status of Buyer becomes impaired or deemed unsat- isfactoryto Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a,m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for anywaiting/unloading periods in excess of 60 minutes -Prices are.based on.full loads; an -additional .charge will..apply to loads ofless thagseven_cubic- yards—The mirTun-woad o-f r eachdelivery is FT: cubtc�s. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from andagainst any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM. standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty; Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACl standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCIIANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED. WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice w ill be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE. LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO TIIE ACTIONS Of OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. • 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY AVOID CONTACT WITH SKIN WHERE' POSSIBLE. WASH EXPOSED AREAS. PROMPTLY WITH WATER. IF ANY MIXTURES GET INTOTHE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN, MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT N"VIMTITANAMERICA.COM. Rev'd 2-08 - f „i l ^.4�..�•. •.J1 A TITAN CONCRETE Materials far Life° gvzncretd ci 1 t� I "Thank you - We appreciate your business STU&T 1501 MONTEREY RD STUART, FL 33494 Ticket no. .77535 Delivery date Plant Truck (Driver Truck size Type job 04/30/2015 6i27 1443 ALPMANs JO 11 SLAB. 0 Customer no.00763 Customer name - Zone Tax CD 90I THE CROSSING A NETWORK 0 Tarmac project no. I Customer P.O. no. Order no. I Terms code t-Charge ddM red 3-C.O.D. Time due 350424 29J:3 '2{hargeEO.B. a-C.O.D-F.O.B. 7 16 AM Delivery name and address _M Lot Block County T ER AVE FORPIERCE Instructions i Slump SF_LVIDRD TO MICWAY' RD T/L TO } I OLEANDER R AVE T/R. I rn _ m ._,._ rn �_7�__ ;—'---6'----- u/M, Unitnce Amount Y� Quantity � rProdud :: I � �� �I p . 1 ��� Load Cumulative Ordered Cade' Description 11. 00 43.00 3". 00 CA 3B5R10 3000 #57 yd 1.00 4.00 .00 80n007 FUEL SURCHG LD 1.00 4.00 .00 80n014 ENVIRON SURCHG LD Load Arrive job site Start discharge Finish discharge LeCav$job site � Arrive plant Subtotal %� ��✓� ��� � Sales tax Additional water I added to this concrete will reduce its strength. Any water -added is at customer's risk. Gallons of water added: SL Gallons of water added: _ Gallons of water added: _ Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: ITested Tested properly No. Authorized and received by f 1 Yes I l No I-1 Yes ❑ _ No I '0 914 2 4 3 ix Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. t � Lot: Block: n Address: Correct Not Correct ! 1 IC RACD nnoV TITAN FLORMA LLC - TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the Jaws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction and venue of the state and federal courts for the location of die delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of deliver without deduction, retamage, set off or dharge backs. A cash discount of I % 10'1 proximo may be deducted if no previous balances are past due. Interest at the lesser of P/2% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Sellerwill be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional chargemay be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge wilt apply to loads of less than seven cubic yards. Themininnunloadforeachdelisery,is-1-L,cubic-yyards. —_ —.--- --__----_-------=— 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including bill not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of. including all costs of disposal and Seller's return charge per track for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge front the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("AC'I") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF M ERCHANTA BILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE IIEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best cwustruclion practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of'such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be hatched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental mid material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY. WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provisionof this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION -INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE. MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE. RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W WNV.TITANAMERICA.COM. Rev'd 2-08 - --n TITAN // COPlGRETE Materials for Life' grcrete Delivery date 04/30/201.5 Customer no. 9000763 "Thank you - We appreciate your business" STUART 1501 MONTEkEY RD STUART, FL 33494 ��gUlLptiC V N M£MBEP • Ticket no. P7797P, Truck Driver Truck size Type job 1527 1479 I WIt16FIELD, 11 SLAB 0 Customer name Zone Tax CD - THE CROSSING A NETWORK 0 Tarmac project no. Customer P.O. no. Terms col; dOved 3-C.O.D- order no24353 Time du7 3 I -ChargeFeliB.4C.O.D-FO.B. I AM C10:354 Delivery name and address Lot Block CounTy AVE FORTOLEANDER FORT GIERCE Instructions Slump SELVITZ RD TO MICWAY RD T/L TO OLEANDER AVE T/R. • v OI �__.�.__� --- (Quantity - - , � ProduR - t - � � Unit price ' Amount - 7 Load Cumulative Ordered Code Description f 11.rL0 54.00'' 3'.00 CA.B5R10 3000 #57 yd 1. 00 5. 00 8071007 FUEL SURCHG LD. 1.00 5.00 700 .00 80Dt114 1,�NVIRON SURCiIG CD Load Arrive job site Start,discharge Finish discharge Leave job site Arrive plant , Subtotal iiPR'aN 15 6:52Rt1 ''Iq p . Sales tax r TOTAL rl water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: _ Gallons of water added: _ I Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly I No. [] /� /j Authorized an r eived by ❑ Yes ❑ No ❑ Yes ❑ No 6910244 Ix Safety is a cohstant state of mind, with every employee feeling responsible and empowered to act to cause him and'others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: t n Address: Correll Not Correct n1 ICTnhAr0 r"nDV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I % 10' proximo may be deducted if no previous balances are past due. Interest at the lesser of 1112% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through'Jay. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are oased on full loads: an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph cubic yards._'--- 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however. Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify mid hold Sellerhannless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (u) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities we based upon the wet volume at the time of discharge from the truck, mid are act sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACl standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE. ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength. setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by theenvironmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will requirethe implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be. deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH 11 S OBLIGATIONS. SE _LER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. ' 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACI4 OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 i TITAN ,i COIV�iSETE Materials for Life" groncretea Delivery date Plant 04/30/15 _� Customer no. Curtom, 90007E31 Tarmac project no. I customr 350424 Delivery name and address THE CROSSINGS 5200 OLEANDER AVE, s "Thank yotw:,We appreciate your business" 4 FORT PIERCE 4199 SELVITZ ROAD FT PIERCES FL 34982 Driver name THE CROSSING A NETWO P.O. no. FORT PIERCE Order no. 29533 ��eUl LorNC n0 Q G U � 2 ^J n MFMBEP 288140 Truck size I Type job 11. 0i l BLAB OR Tax CD Terms code t-Charge delivered 3-C.O.D. ACh—OnR arnn -a Lot IBlock Instructions SELVITZ RD TO NICWAY RD T/L TO OLEANDER AVE T/R. 1 1/2 BLOCK ON THE LEFT IT IS A CHURCH TE 07:37 County 5. 01P y i - - •:�' .. ..-77Unituice- I j��AmDUnt f Load 'Cumulative Ordered. Code - Description 11. 00 5. 0000 , 00 CA[ iB5R 103000 #57 Cy 1,00 80@007 FUEL SURCHG LD 1100 80i 1014 ENV I RON SURCHG LD Load r lGiive job site Start discharge Finish discharge Leave joh site Arrive plant C`J �� 3 Subtotal <� r 1 TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of wateradded: Gallons of water added: _ Gallons of water added: Amtof CY Retained: . Customer Approval: Customer Approval: Customer Approval:, Customer Approval: _ Tested / ested properly No. 9965.E 40 Author'ze and r ceived by 7 ❑. Yes � '❑ No ❑ Nes. ❑ No _ �Xy Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable a�d that zero incidents is the only goal. Lot: Block: Address: Correct 5 Not Correct n, ,oTrv.nco nr�nv TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subjectto these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writingand signed by each party. This Contract will be construed in «cordance with thelaws of the state. of Florida. For all disputes relating. to this Contract, Buyer hereby consents to the jurisdiction and venue of the state antl federal courts for thelocation of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of P/P/o per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies; Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller resen+es the right to require payments in advance or to cancel the unfilled portion ofthis Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemedunsat- isfactoryto Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5.. Buyer must provide suitable approaches to delivery points beyond paved. streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles,. sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold" form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type. and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER TEAS LIMITED WARRANTY. 9. Seller will not beresponsiblefor slump, strength or quality of any concrete. to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible. to see that the concrete is handled in accordance with best construction practices. Seller has no control over the. placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10..Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require theimplementation of controlled measures during production at the expense of Buyer. 12. Buyermust give Seller written notice within 48 hours after delivery of any claim against. Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after thecustomary time for analysis of the test cylinder), time being of the essence., Seller willbe given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE. LIABLE UNDER ANY CIRCUMSTANCES FOR. ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'SLIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THISCONTRACT. 14. Notice. All notices to Seller will be sent in writing to. the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE. IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WNVW.TIT'ANANIERICA.COM. Revd 2-08 _e TITAN CONCRETE Materials for Life' "Thank you - We appreciate your business" u• I Ticket no. FORT FIERCE 4199`SELVITZ ROAD 288141 FT PIERCE, FL 34982 Delivery date I Plant Truck Driver Truck size Type job 04/30/ 15 6 8 1 11.8 ORELLAND, RAFAEL 11. OilSLAB ON Customer no. Customer name Zone Tax CD . 913007631 I THE CROSSING A NETWORK OF 1 I TE Tarmac project no.. L I Customer P.O. no. Order no. I Terms cod; 1{harge delivered 3-C.O.D. Time due 350424 29533 2�LhargeEO.B. 4-C.O.D F.O.B. 07„58 Delivery name and address LOY Block CounTy THE CROSSINGS 5200 OLEANDER AVE, FORT PIERCE Instructions SELVITZ RD TO NICWAY RD T/L TO OLEANDER AVE T/R.1 1/2 BLOCK Islump - ON THE LEFT IT IS A CHURCH •5.02 --- --- --- -- --- - --- ------ — Quantity J Product• • y , • . , U/M; I Umt price Amoutit 11. 00 6. 00 1 1. 00 1. 00 00 !scrlptlon R' I03000 057 Z17 FUEL SURCHG 14 ENVIRON SURCHG CY LD LD Load Ar`iZe'ioEiite Start discharge Finish discharge Leave job site � Arrive plant K�`7g1/ Subtotal r., TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: � Gallons of water added: — Gallons of water added: _ Amt o15�5etained: Customer Approval: - Customer Approval: Customer Approval: I Custo er Ap r,0VA Tested —Tested properly No. Authoci ed aid reyeived b `���..t, 69651�? 1 ❑ Yes El No cU Yes ❑ No x Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and 'that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct n1 ICTnRA=D nnDV TITAN FLORIDA LLC W I a TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions ("Contract") and. if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyevhereby consents to [ iejurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1% 10' proximo may be deducted if no previous balances are past due. Interest at the lesser ofl'MA per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery mail paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will beentitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions. or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices arebased on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is I'b cubic yards._ 4— uB yerwili give Seller at least 481tours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability todispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against my and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge: from the truck, and are, not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACT') standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718,203, as applicable. ALL OTI4ER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATIONTHE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon. sible for the effect of such admixture or ingredients on the concrete, Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payableby Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours afler the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WIT14OUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL.33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WAWNING• CAUSES SKINIRRITATION - INJURIOUS TO EYES CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANANLERICA.COM. Rev'd 2-08 v "i RTITAN / C®NCRETE Materials for Life' "Thank you -IWe appreciate your business" Ticket no. gMncretd FORT PIERCE 4199 SELVITZ ROAD 288.142 Delivery date ' 0,4/30/15 Customer no. 4 90007631 FT PIERCE', FL 34982 Plant Truck Driver Truck size Type job 628 14f{,13 HATCHER JR, JESSI . 11.>Z[I SLAB D� Customer name Zone Tax CD THE CROSSING A NETWORK OF I I T Tarmac project no. Customer P.O. no. Order no. Terms code I -Charge delivered a C.o:o: Time due 350424 I 29533 I IZ'charge F.O.B. 4C.OD-EO.B: L48 Qt Deliveryname and address - Lot Block CounTy THE CROSSINGS 5200 OLEANDER AVE, FORT PIERC��. ,"". Instructions SELVITZ RD TO NICWAY RD T/L TO OLEANDER AVE T/R.1 1/2 BLOCK Slump. ON THE LEFT IT IS A -CHURCH I 5.012 z , /1.,eni5w.. ,i D.n.l::eh .., '. �: I IIIM� IIni4 Write. AmnunY. +..tA Arrive job site Start discharge ?r adddd to this concrete will red R103000 #57 7 .FUEL SURCHG 4 tiENVIRON SURCHG d is at customer's risk. Retained: Tested _ Tested properly No. Authori ied and receivedlby ❑ Yes ❑,No ❑ Yes ❑ No 1 F-)96:51 Q2 ix Safety is a constant State of mind, with every employee feeling responsible and empowered to act to cause him, and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct 11 I^nv TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE. 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference;. all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract; Buyer hereby consents to thejurisdiction and venue of the state and, federal courts for thelocation of the delivery site of the goods sold hereunder. 2.. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 10" proxitno may be deducted if no previous balances are past due. Interest at the lesser of 1'k%per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract. provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure. of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic —_ —yards. Theminimunt_load.for_each.delivery is.l';,.cubic_yards- 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines. Buyer assumes all liability for damage to vehicles, sidewalks, driveways,pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges. except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against :Iler. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for.. (i) orders not cancelled at least one hour prior to delivery time; (it) concrete. delivered due to Buyer's mistake or in excess of requirements; (in) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests madeby or on behalf of Buyer. S. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACT') standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 71$.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will beresponsibleto prevent concrete after unloading from coming into contact with .any material, such as aluminum.. which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will besolely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or waterncement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material conch- tions at the time of delivery. Any requirement. beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give. Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL. INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING; WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY. WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FORANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the In quotation; with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach., FL33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE. EYE. RINSE IMMEDIATELY WITH WATER. AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (,MSDS) ARE AVAILABLE AT vVLVW.TITANAiyIERICA.COM. Rev'd 2-08 a— e TITAN CONCRETE Materials for Life' T gmncrete a t x •°. .y "' ! "Thank you - We appreciate your business" FORT PIERCt 4199t SELVITZ FT -1A FRCE, FL Ticket no. - ROAD 288143 34982 Delivery date Plant I Truck Driver Truck size Type ob 04/30/15 628 131�15 ZEILINSKI, ROBERT 10.011job On Customer no. Customer name Zone Tax CD 90007631 I THE CROSSING A NETWORK OF I I TE Tarmac project no. Customer P.O. no. Order no. Terms code t-Charge delivered 3-C.O.D. Time due 3504c^4 I 295,33 I �2LhargeFO.B, 4C.O.D.F.O.B. QBAGryG Delivery name and address Lot. Block County THE CROSSINGS I I 52001 OLEANDER AVE, FORT PIERCE Instructions SELVITZ RD TO MICWAY RD T/L TO OLEANDER AVE T/I ON THE LEFT`IT IS A CHURCH . ----- - - - -- - — -- - Quantity I�Product� '"� '•�•<� � U/M, Unit pi'ice ;Amount �' Load Cumulative. Ordered Code Description 10,00 � 7. 00 132, 00 CA 05R103000 t757 C' 1.00 80t1007 FUEL SURCHS Ll 1.00 80t 1014 ENO RON SURCHG Ll U C3 c� r_ u. t r Load Anne job site Start discharge Finish discharge Leave job site Arrive plant Subtotal II �J TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: nt Gallons of water added:._ Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: I Customer Approval: Tested -// Tested properly No. (� Authorized and received by Yes 0 Z. ❑ Yes ❑ No I 6 9 6' 51 `�� J Ix t2 / h..t Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: 4 Address: ° Correct Not Correct 5. 00 TITAN FLORIDA LLC TERMS AND CONDITIONS OF SA.- 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction and venue of thestale and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month fal',wing'he month of delivers, wnl:uut deduction, retainage, set off or charge backs. A cash discount of 1% 10" proximo may be deducted if i b previous Balances are past due. Interest at the lesser of Vh%o per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and rise taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract prow4ons, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic vardc T6aI—A Fr a Iq APn..P ;o 1V.o f,;,—A. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller. and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb Imes, Buyer assumes all liability for damage to vehicles, sidewalks,driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements: iiii) concrete not deliverable due to unsuitable approaches. - 7. Concrete prices and quantities are based upon the wet volume at the time of dischargefrom the truck, and are not sold "form measurement' or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty; Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203. as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABMITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time orwater/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any otter cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive; Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER IF ANY MIXTURES GET INTO THE. EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W WTITANADIERICA.COM. Rev'd 2-08 TITAN CONCRETE Materials for Life* gMncretd "Thank you - We appreciate your business" FLIT{T PIERCE 41S9 9,,CVITZ ROAD FT PIER Et FL 34982! Ticket no. 288144 Delivery date Plant Truck Driver ITruck size I Type job 04/30/15 628 t�11 GOMEZ,_ JORGE I 11.Oill SLAB Olh Customer no. customer name Zone Tax CD 90007631 I THE CROSSING A NETWORK. OF ITC I Tarmac: project no. Customer P.O.no. Order no.Terms code -rime due (�} _ t Charge delivered 3-C.O.D. 350424 I G9J3 1 I / 2-Charge EO:B. 4C O.D -EO:B: Delivery name and address I Lot I,Block I County THE CROSSINGS 5200 OLEANDER AVE, FORT PIERCE Instructions SELVITZ RD TU MICWAY RD T/L TLf ULEANDEH HVE 1/R.1 1/c 131-LICK [Slump ON THE LEFT IT IS A CHURCH Quantity I � Product M - - : - uTM� Umt price ; � Amount: : �•.-� '-�-r 11,100 14118. 00 13100 100 100 5R103000 057 07 FUEL- SURCHG 14 ENVIRON SURCHG i 7 Load �, Arrive jobsite Startdischarge Finish discharge Leave job site Arrive plsant �j (� ® Subtotal JC O J( ;3 • ' Sales tax. l� v •- TOTAL Additionaf water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons ot,water added:. �/. Gallons of water added: _ Gallons of water added: _ Amt of CY Retained: _ Customer Approval Customer Approval: Customer Approval.. Customer. Approval: Tested - Tested properly No. P.uthorizecandrece5gd PPy I �965144 Y ❑ Yes 4 No ❑ Yes ❑ No Lots._ Safety is a constant state of mind„with every employee feeling responsible , Block: _ and empowered to actto• cause him Address: and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Correct Not Correct nr inr R •rri �f TITAN FLORIDA LLC TERMS AND CONDIT16NS OF SAL_ 1. Allsales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, areexcluded unless agreed to by Seller in writing. Any changes must be in Writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and. venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of 11h% per month or the maximum rateallowed by law will be imposed on outstanding and delinquent invoices from the date of delivery i*til paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller' villbe entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller resertj. the rigb,tro require payments in advance or to cancel the unfilled portion of this Contract without notice in theevent of Buyer default of any ContracY provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic 4. Buyer will'igive Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles. sidewalks; driveways,. pipes, septic tanks, and/or other property; andBuyerwill indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence, or willful misconduct. Buyer waives any right.. of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal. and Seller's return charge per truck for, (i) orders not cancelled at leastone hour prior to delivery time; (it) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED, THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY 9. Seller will not,be responsible for slump, strength or quality of any concrete to which tr;ater or other material has been added lay or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture, or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as aresult of any alleged nonconforming materials or any other cause whatsoever (other than failure tomeet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to givewritten notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR, CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE; TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARY ING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT.. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE .PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation; with copy to Credit Department; 455 Fairway Drive; Deerfield Beach, FL 33441. 15. Severability. The m enforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET' INTO THE EYE, RINSE. IMMEDIATELY WITH WATER AND GET PROMPT MEDICALATTENTION. KEEP OUT OF REACH OF CHILDREN. - MATERIAL SAFETY DATA SHEETS (YISDS) ARE AVAILABLE AT W W W,TITANAMERICA.COM. Rev'd 2-08 :d . TITi�N car��®a�re Materials for Life` ,�.grl rcret6 "Thank you - We appreciate your business" FORT PIERCE 4199 SELVITZ ROAD FT FIERCE Cl �490" Ticket no. , 288145 9 3 G .Delivery datePlant Truck Driver ITru�ck sizee—;-y--r�r Type job Customer n'o.''F 'S F 1J - Cu lb 4 btiL 1 - r%5 L--t one "" "k'I Tax CID Hb H TarmacprofecF no. (Customer P.O. r�io. _ O}�der no. (Terms lode Time due 1 .I b,b r tD l l cjc- 1 1�4 S111 'Ut= c _ t{harge delivered 3{-0 D /2{harge F.O.B. 4CO0-FOe. _ Delivery narn and address �' �1u,., 1 Lot Block I Co nth' 'u THE CROSSINGS ��I 5200OLERNDER AVE, FORT PIERCE 11 Instructions - . - SELVITZ RD TO MICWRY RD T/L TO OLEANDER'AVE T/R.1 1/2 BLOCK ON' THE LEFT IT IS A CHURCH' Islump ` 11.00 1 9.00 132,00 .CA(;B5R1�3000 #57'° CY 1. OIT '80W007 FUEL - SUkbHG LD 1; pe B0(101'4. ENVIRON SURCHG LD q - Load, Arrive job site Start discharge Finish discharge .Leavejobsite-- ,u P.rrive plant ° - - C•7 '"= Subtotal `� rj � sales tax Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: Gallons of water added: _ Gallons of water added:._ Amt of CY Retained:. - Customer Approval: _Customer Approval: - - Customer Approval: Customer Approval. '- Tested ( Tested properly No. (� •51 ❑ Yes (D Nlo _ ❑ Yes No I 6 9 V yf 15 � 'I AAuthor�a and received by /x. - 100�— Lot: SafetY is a constant state of mind, with every employee feeling responsible , Block: and empowered to act to cause him Address: Correct Not Correct and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. TITAN FLORIDA L!:Z�"jr TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terns and conditions ("Contract'') and, if buying on credit, to Buyer's credit. agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with thelaws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold -, hereunder. ' 2. Payment terms: Net the last. day of the month following the month of delivery, withoutdeduction, retainage, set off or charge backs. A cash discount of 1% 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of Pk% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable: federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to. reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract. provisions, or if the financial status of Buyer becomes impaired or deemed uns?it- isfactory to Seller. Failure of.Seller to exercise any of its rights will not be deemed a waiver of any such right, 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hoursand for any Waitiug/unloading. periods in excess of 60 minutes. Prices are based on full loads: an additional charge will apply to loads of less. than seven cubic 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will bemade to the best of Seller's ability todispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all. liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery; including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to. Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities we based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement' or measured "in place". Yield will be established in accordancewith applicable ASTM. standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. LimitedWarranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet. or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACF) standards, when tested in accordance with ASTM'and evaluated by ACI standards. Seller will repair Or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRAI TY. 9. Seller will not be responsible for slump; strength or quality of any concrete to which water or other materialhas been added by or on behalf of Buyer. Buyer will be responsible to see.that the concrete is handled in accordance with best construction. practices. Seller has no control over the.placing or handling: of concrete after unloading and does not guarantee the finishgd work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as alumininn, which may adversely impact concrete strength. - - - 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- siblefor the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability„ strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with�ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will begiven reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will bedeemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS' OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMSSWILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller wit] be sent in writing to the sales office issuing the price quotation, with a copy t6'Credit. Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES CONTAINS PORTLAND. CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE.. WASH EXPOSED AREAS PROMPTLY WITH WATER, IF ANY MIXTURES GET ,INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 TITAN M(M - ()1 :501 . %�/ CONCRETE "Tha`nk ru - We appreciate your business" Materials for Life' . Ticket no. gCf ete FORT FIERCE 4199 SELVITZ ROAD 288146 FT FIERCE_, FL 34982 Delivery datePlant �.�^ Truck Driver Truck size Type job ., .�. Customer no. " r_ Cu ,I — %r"P^,T''"�'1'N, fr: Zone—L ITax CI D'"- �IAIAR'7c :r I T'n- non-nnn_ nrn n aic-n. rnrnr nc ley Tarmac project no I Customer P.O. no c� I Order n r� i Terms code 1-Charge delivered 3-C.O.D. Time due 42,Chargep.03. 4CO.D-FO.E , Delivery name and address Lot Block County THE CROSSINGS 5200 OLEANDER AVE9 FORT RIERCE Instructions Slump SEL-VITZ RD TO MICWAY RD T/L TO OLEANDER AVE T/R.1 1/2 BLOCK ON THE LEFT IT IS A CHURCH 5.04 - -uai - ntity Product ! ll MI Unit price Amount Q 11.00 110.00 1 1.00 1.00 Lr) Load Arriv job site Start discharge Finish discharge Leave job site Arrive plant Subtotal � r � I�/ Sales tax 4dditional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:, Gallons of water.. added: _ Gallons of water added:._ I Amt of CY..Retained: Customer Approval: CCustomer Approval: Customer Approval: Customer Approval: Tested Tested properly No. y/' n Authorized and received by ❑Yes ❑No ❑Yes ❑No I 9651Gi6 IX 00 CA 80 3RIO3000 957 D7 FUEL SURCHG 14 ENVIRON SURCHG CY LD LD Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him - and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Qi:.Ti1 Address: Correct Not Correct TITAN FLORMA LLC TERMS AND C'ONDITICNS OF SAL 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other temhs, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction and venue of the state and fderal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, nathout deduction, retainage, set off or charge backs. A cash discount of 1% 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of l "o per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local .sales and use taxes. In addition to any other available rights and remedies, Selferwill be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event ol'Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery (tours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outsideof these hours and for any waiting/miloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery.is Ph cubic yards._ 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines. Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller hamiless from and against any and all liability, loss mid expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck fbr, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED. INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from corning into contact with any material, such as aluminum, �A hich may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Setter as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any feiltue by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT. CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE. GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES, CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INIURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER, IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION, KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W WW,TITANA,IIERICA,CObi, Rev'd 2-08 PERMIT# Ho% - ©1 I ISSUE DATE 7 PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2A r71 d n State of Florida Certification Number (If applicable): �J I 3_s&9 S For the project located at Street Address or Property Tax ID #) have agreed to be the It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: J. A. T A Y L O R R O O F I N 6 Address: -302 MELTON DRIVE - ------ _. .1— City/State/Zip: Phone: ;q email: •�� 1'�Q�I(1V�QAI'CAiYI i >^ P BUJ hl 2015 SIGNATUR LPRIN TNAME DATE STATE OF FLORIDA, COUNTY OF d� • W0,1F . THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF 20� BY 1 % 'P Il I 'A e WHO IS PERSONALLY KNOWN OR HAS PRODUCED I AS IDENTIFICATION. �� (STA) 1ArPyl �- Lkj MP PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 . ;; KAREN S. NIELSEN ,.•�,..o. o �Commission t1 FF 115637 My Commission Expires June 12. 2011 7u 713 :f G, I (I I'v u E w I 11 j PERMIT# T1408-0158 ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub-contractorfor Drawdy Brothers Construction (Type of Trade) (Primary Contractor) For the project located at 5200 Oleander Ave. (Project Street. Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Lindquist Plumbing Address: 3185 Sneed Road City/State/Zip: Fort Pierce, Fl. 34945 Phone: 461-1969 email: lindguistplumbing@ymail.com Wade Case 411'/15 SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF St. Lucie THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 1stDAY OF April 2015 BY Wade Case WHO IS PERSONALLY KNOWN x ORHAS PRODUCED AS IDENTIFICATION. �1�rG�iQ,l�2 OT769 SIG ATURE + NO ARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 MICHELLE TROTTA 'i tic My COMMISSION # EES69768 �x EXPIRES December 20, 2016 1t071 J9a-0tb Fb iftftotwySyryga (STAMP) PLANNING & DEVELOPAM TT SWnCES 1 f O� _� I l , ding & Code Compliance DW, a I BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Ceriification Number State of Florida Certification Number (if applicabie): 1 I I b14 I (Company r1 V A C sub -contractor for I OIw� u ran . (Type of Trade) (Prim Contractor) for the project located at Street or Property Tax ID #) agreed to be the It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCC )V (No. 004-00) WSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/state%Zip: Fop}�EL�3 r4 9'( 6 Phone: _17a- qA1-1000 email: 6laA(,,r .(an9 k2 uu�A HarK Nn lC t. a l SIGNATURE �PRI PRINTNAME 5t DA STATE OF FLORIDA, COUNTY OF L��^ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS i + DAY OF 20 I S BY MmJf % P)J A C KA Af L WHO IS PERSONALLY KNOWN HAS PRODUCED TV IT • , (STAMP) s? i iENNIFER MEDEC4E into S OF NOTARY PUBLIC ;di P A*1Wdtt 1M5 �� ;,,o•'� Commlaaion M EE 7351147 OFFICE PERMIT# Ho _ t5 ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2045 State of Florida Certification Number of applicable): S&W Electric Inc (Company Name/Individual Name) Electric (Type of Trade) ER009416 Sub -contractor for Drawdy Bros (Primary Contractor) For the project located at 5200 Oleander Ave (Project Street Address or Property have agreed to be the It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: S ¢- ctv C _ I e—L Address: 501 West Coker Road City/State/Zip: Ft. Pierce FL 34945 Phone: ;464-6466 email: stuboutelectric@aol.com Lawrence Stubbs `i' _ 1 _ 15 GNATURE PRINT NAME DATE STATE OF FLORIDA, A, COUNTY OF C}t , t.I k-C t,C THE F1OREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS S DAY OF 20 I BY L WHO IS PERSONALLY KNOWN C�X) OR HAS AS IDENTIFICATION. (STAMP) NIIIUb 1� S Gl ATURE OF NOTARY PUBLIC P it�� jatpry u w . q a urp SLCPDS: 08/06/2014 ksi �I7 My Comm. Eaptra Oct 4.1OIS •• ,gF�tg'.: CamnWtian # FF 1 MM1� I„ Fort Pierce Utilities Authority Z 02 0 Z Q "Committed To Quality' Water/Wastewater Engineering I rl) C t A oo o E d/ 0 a 0 to o .0 �E 437 ? 0 V d M $A �� 'Nta 9 5 U a s O 0 CD O N a V •� s C n •z; a j ' 09 •e Please remit payment to: . Fort Pierce Utilities Authority Attention: Key Accounts Department P.O. Box 3191 .� S Fort Pierce. FL 34948.3191 Inc. Cell: Invoice Number: 444 PCN: 34U332300020002 FEI# Fort Pierce FL 34952 Location id: Description t -' Fees Meter and/or Service Installation p General $800.00 Water Security Deposit ❑ Inside City Limits $160.00 r New Account Setup Charge $20.00 1 Capital Improvement Charge W ERC's 2.73 $2.512.97 stewater Security Deposit $260.00 later New Account Setup Charge $20.00 1hter Capital Improvement Charge WW ERC's 3.41 $9.599.15 I onstrudtiomCoat,Estimate r`° Fees. !ing-Review Fee-6.14 ERCs+$500 Flat Fee $622.80 Invoice Total: 13 994.92 ,ily with wastewater via a grinder pump station. I Id: Check Number: ne wastewater s'(slem or within 355 days trom date wastewater connection bl of delivery at the property line to the houselbuilding is the responsibility of the tit from the Health Department must be obtained prior to initiating a canto tank aerial prices. Actual costs of construction will be determined at the completion of :Wclion, including but not limited to adverse weather conditions and Additional costs Incurred by the customer shall not exceed fifteen (15) xista paid by the customer that exceed the actual cost of construction will be °., Enviro ental Engineer Date: 2014-09.02 Date: _}-7i6-20/3 r"A/ Ixrz ASifJ/t-- RECEIVED (AAR 2 6 2015 Public Works St. Lucia County, FL 138 SE Naranja Ave. Port St. Lucie, FL 34984 (772)871-2457 Raul R Valella, Architect March 4, 2015 St. Lucie County Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL, 34982 Permit Number: 1408-0158 The Crossing: A Network of Community Churches, Inc. Drawdy Concrete Construction, Inc To whom it May Concern, No changes to the submitted roof and floor truss systems are needed after the building was redesigned to meet the requirements of the Florida Building Code 2010 with the 2012 amendments. If you require additional information on this matter do not hesitate to contact me Sincerely, Meat - Raul R. Valella Architect 0010459 MpR PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite #114 Port Saint Lucie, FL 34984 Phone (772) 785-9888 pwelchinc@aol.com March 04, 2015 Re: CROSSINGS COMMUNITY CHURCH 5200 OLEANDER AVE. ST. LUCIE COUNTY, FLORIDA PERMIT NO.1408-0158 To Whom It May Concern: Please be advised that no changes are required for the Energy Calculations and Manual N for the above referenced project due to redesigned building. Thank you for your attention to this matter and if you should have any questions, please do not hesitate to contact our office. Submitted by: PAUL WELCH INC. Paul Welch, P.E. Fla Reg No. 29945 PW:ns Planning & Development Services Building 5 Code Regulation Division 2300 Virginia Avenue Fort Pierce, Ft» 34982 Phone:p721462.2172 Fez:17721462.6443 PLANS EXAMINER ELECTRIC VOIDED Comment PLANS EXAMINER ELECTRIC COMPLETE Comment PLANS EXAMINER MECHANICAL VOIDED Comment PLANS EXAMINER MECHANICAL COMPLETE Comment PLANS EXAMINER PLUMBING Comment PLANS EXAMINER PLUMBING Comment PLANS EXAMINER REVIEW Comment PLANS EXAMINER REVIEW e% 2/182015 A-5 Comment 2/182015 A- I Comment ,ZV 2/182015 C-R cC- 21182015 A-S Comment —a, 2/182015 .4-7 Comment S£6 Comment 21182015L6TTER SEE t4OTEent � 2/182015 A-2 21182016 SEE Comment LETTER ZONING REVIEW ZONING REVIEW VOIDED COMPLETE VOIDED REVIEW COMMENTS waiter Pride Walter Pride Cad Peterson Carl Peterson Greg Smyth Greg Smyth Ed Roseberry anMoia 2202016 9152014 2202015 9/92014 2/18/20'I6 922014 wauu w 212012016 9152014 2202016 91192014 2/18/2015 292016 age 2 9/52014 2202015 9152014 2202016 9H92014 2/1812015 2192015 INCOMPLETE Ed Roseberry 292015 PLEASE SHOW COMPLIANCE WITH FBC 1009.7. DISTANCE BETWEEN FLOORS AT MEZZANINE. CODE CYCLE IN EFFECT IS FBC 2010 W/2012 AMENDMENTS. PLEASE CHANGE DESIGN CRITERIA TO REFLECT THIS. PLEASE SUBMIT FIRE SPRINKLER PLAN, PER FBC 9032.1.3 AND NOTE ON BUILDING DATA BLOCK TYPE OF CONSTRUCTIONISPRINKLED. 7116 OSB OR EQUIVELANT ROOF SHEATHING ALLOWED IN GENERAL NOTES ON SHEET A-8, WHILE WALL SECTIONS SHOWS/8 SHEATHING. PLEASE CLARIFY. PLEASE SHOW ATTIC DRAFTSTOP DETAILS AND REQUIREMENTS. PLEASE SUBMIT NEW TRUSS MANUFACTURER SHOP DRAWINGS, OR SEALED LETTER FROM DESIGN PROFESSIONAL STATING NO CHANGES IN TRUSS SYSTEM WAS REQUIRED WHEN BUILDING WAS REDESIGNED. PLEASE SUBMIT SHOP DRAWINGS FOR SPIRAL STAIRCASE. PLEASE SUBMIT ENERGY CALOS AND MANUAL N FOR REDESIGNED BUILDING, OR SEALED LETTER FROM DESIGN PROFESSIONALIM ECHANICAL ENGINEER STATING NO CHANGES ARE REQUIRED TO REDESIGNED BUILDING.. COMPLETE Lydia Galbraith 8222014 10/12014 10/12014 Comment COMPLETE Comment Lydia Galbraith 1202016 1292016 1292015 ,ec a� D MpR , 6 20\5 FPL GENERAL MAIL FACILRI' MIAMI FL 33188-0001 FPL, THE CROSSING COMMUNITY CHURCH INC 8103 INDRIO RD FORT PIERCE FL 34951-1609 Jul 2, 2014 Elec m.: Bill For: Jun 3, 2014 to Jul 2, 2014 (29 days) Service —Address 2Q0 OlEAND - / +fOD IERCE FL349 Casey@thecrossingchurch.co Account Number 73362-95' Questions? Contact Us Reliable energy is affordable energy. Learn how we save you money at fol.com/savings THE CROSSING COMMUNITY CHURCH INC: Meter Summary Here's what you owe for this billing period. Meter reading - Meter 607612 Next meter reading Aug 4, 2014 Current reading 34553 Amount of your last bill $489.36 Previous reading -31816 chargesPayments New due , Jul 23, 2014kWh -$489.36 used 2737 Demand reading 28.21 L Total' amount you; owe $524-16 Demand KW 28 - Energy Usage Comparison Amount of your last bill 489.36 , This Month Last Month last Year Payment received - Thank you Balance before new charges —489.36 $0.00 Service to Jul 2, 2014 Jun 3, 2014 Jul 2, 2013 kWh Used 2737 2370 2927 NEW CHARGES Service days 29 32 28 Rate: GSD-1 GENERAL SERVICE DEMAND kWh/day 94 74 104 Customer charge: $19.48 Amount $524.36 $502.93 $461.74 Non -fuel: ($0.020460 perkWh) $56.00 Energy Usage History Fuel: ($0.032720 per kWh) $89.55 Demand: ($11.36 per KW) $318.08 5,350 kWh ............. Electric service amount 483.11 4,280 kWh ................................................. ............................. .. ......................... 3,210 kWh.................__............................................_.:._........:...:..................................................... Stormcharge 2.41 2,140 kWh................................................................... ...... ........... .............................. Gross receipts tax 12.45 1,070 kWh .......................................... ......................... ....:........................... ..__._............ .................__.... Franchise charge 26.39 0 kWh ..... ..... ........_.......... ...........:........................._........._.........................................__..... ........._. J A S O N D J F M A M 3 J Taxes and charges 41.25 2013 2014 Total new charges $524.36 Keep In Mind • Enroll now in FPL Budget Billing by paying $508.67 in 1 payment by Total amount you owe 524.3 the due date instead of $524.36. Your bill will be about the same each month & stabilized year-round. Learn more at FPL.com/bb • Payments received after July 23, 2014 are considered late; a late payment charge, the greater of $5.00 or 1.5% of your past due balance will apply. Your account may also be billed a deposit adjustment. • The number of days included in your bill can vary month to month. So even if you use the same amount of energy per day, your bill may be higher next month due to greater number of service days. Visit www.FPL.com for more information. Welcome to the new FPL Email Bill@ We've created a new program with a new look and lots of great features. Tell us what you think Report or learn about outages - Boost your bottom line - - Visit www.FPL.com to report or track your outage from any mobile device or computer. '- Here's how We offer tools and tips to help businesses reduce expenses and succeed. Learn how Useful Links Important Numbers Customer Service: 1-800-375-2434 Billino and service details Outside Florida: 1-800-226-3545 Energy New To report power outages: 1-800-40UTAGE (468-8243) View back of the bill Hearing/speech impaired: 711 (Relay Service) The Grossing Community Church Mail - FPL_ A- OUnt: Regarding yo... https://mail.google elm/mail/u/0/?ui=2&ik=11630aet9c&view=pt&c... C OSS 111 9 o un.rirydw¢h FPL Account: Regarding your FPL payment 2 messages Casey Gionakis <casey@thecrossingchurch.co> FPL Communications <FPL_Communications@ecc.fpl.com> Tue, Jul 22, 2014 at 10:09 AM Reply -To: FPL273157272715148100917100100947ORT2014072210.07.48.0926417@ecc.fpl.com To: casey@thecrossingchurch.co Login Pay Bill Contact Us THE CROSSING COMMUNITY CHURCH INC Account # 73362-95592 0 FPL. casey@[hecressingchurch.co Update your email address Hello THE CROSSING COMMUNITY CHURCH INC, Thank you for using FPL Pay Online. is confirms your ayment for account # 7336. 9 592 in the amount of $524. co',rifirmation # 002031007) on u This amount will be withdrawn from the bank account you provided when you enrolled in FPL Pay Online. Please remember to record this transaction in your checking account register and print this confirmation for your records. NOTE: Payments made after 9 P.M. (Eastern) Monday -Saturday or anytime on Sunday are credited to your FPL account the following business day. Remember to bookmark the Pay Online webpage to make return visits faster. Get expert advice for your business Report or learn about outages i Learn how you can make your business ✓ Visit www.FPLCom to report or track more energy efficient. 1 your outage from any mobile device or Start here computer. Here's how Energy News Privacy Policy About Us Your security is our priority. Learn more Worry -free bill payments Sign up for FPL Automatic Bill Pay and your bank account will be automatically debited to pay your bill each month. Enrol today Boost your bottom line Please do not reply to this email. This address is not monttored. FPL Communications<FPL_Communications@ecc.fpl.com> Reply -To: FPL2736049890640331011251001009540RT2014072210.10.50.1149225@ecc.fpl.com To: casey@thecrossingchurch.co We offer took and tips to help businesses reduce expenses and succeed. Learn how 2014 FPL. All rights reserved. Tue, Jul 22, 2014 at 10:11 AM 1 of 2 8/7/2014 1:26 PM FORT PIERCE UTILITIES AUTHORITY PO BOX 3191 O FOR PIERCE FL34948-3191 r j WW.FPUA.COM Penalty charges, late fees, or reconnect charges may apply to any unpaid portion of the New Charges if paid afterthe dr.. -`e. See Reverse side of the bill for more details. Copies of the Customer Service Policies Jervice Charges may be obtained in FPUA's lobby or at WWW.FPUA.COM. For questfon3 dbout your bill, please call FPUA at (772)466-1600. (CALL 811 OR 1-800-432-4770 — 48 HOURS BEFORE DIGGING.) Service Address: 0 OLEANDERAVE Statement Date: 2014 Account Amount of Payments Past. New New. Charges Total Number Last Bill Received Due Charges Due Date Due 5 013320-22-761- ill S65.76 65.76 0.00 t• -AAA c7 �4 7 8 2014 $66.75 I ATERMETER�. _ W8045061 �F' ;:;+.a.• - DATEREA ATER SERVICE. .. -..�:_ •RATE CHARG Current Read 249 06/11/14 CUSTOMER CHARGE _ _ _. _ _ $ 32.50 Previous Read 248 05/07/14 WATER USAGE 1 K GALS @ 20.10000 $ 20.10 K Gals Used 1 WATER SURCHARGE COM(OUTSIDE) $ 13.16 May14 2 Jan14 2 Sep13 2 Apr14 2 Dec13 15 Aug13 1 Mar14 7 Nov13 1 JU113 2 Feb14 5 Oct13 8 Jun13 2 TOTAL MISCELLANEOUS CHARGES: $ 0.99 TOTAL BILLING: $ 66.75 Page 1( 56017320- 227617) Save money onT�FM pr utility bill visit httap /www.fEpua-Corn BET" TOP VCR➢ON FO UR REWRO FORT PIERCE UTILITIES AUTHORITY W W W.FPUA.CDM Mail To: P.O. Box 13929, Fort Pierce, FL 34979-3929 For questions about yourbiil, please call (772) 466-1600. Account_N_umber s Past Due -New Charges Total Due 56017320-227617 5211=EANDER to nn tee 7S 7cre Phone Number: Email Address: We are requesting that you provide us with a number and email address for notifications. AMOUNT PAID —� IhrrlllllruhlllrllrlrlurlurrlhhllnrllnrlhrllrrPlllh =M THE CROSSING A NETWORK OF COMM CHURCHS 8103 Indrio Rd 8 2029 Fort Pierce FL 34951-1609 000156017320227617000000000000708201400006675000000007 The Crossing Community Church Mail - FP! 1A Online Services - P... Clailkinlrychuruti https://mail.google Pe^i/mail/u/0/?ui=2&ik=11630aef9c&view=pt&c... Casey Gionakis <casey@thecrossingchurch.co> FPUA Online Services - Payment Confirmation 1 message FPUA Online Services <onlineservices@fpua.com> To: casey@thecrossingchurch.co Fort Pierce Utilities Authority - Online Services Thank you for your payment Payment Details -Date -Amount -Account -Confirmation Your payment has been applied to your account(s) as follows... Account # Document 320- 617 PYMT00004131933 Wed, Aug 6, 2014 at 1:14 PM W�� $65.76 "**0378 3807814-8528804 You can view your updated account information through Online Services. Please contact Customer Service at (772) 466-1600 Amount 5.7 or email us at onlineservices@fpua.com with any questions, issues or suggestions. Thank You, Fort Pierce Utilities Authority Please note: Florida has a very broad public records law. Most written communications to or from Fort Pierce lltilities Authority employees regarding government business are public records, available to the public and media upon request. Your e-mail communications maybe subject to public disclosure. (For additional information, go to http:/Avww.fpua.comrimportanl_information/pdvacy.php) 1 of 1 8/7/2014 1:32 PM FPL GENERAL MAIL FACILITY MIAMI FL 33188-0001 PPL. THE CROSSING COMMUNITY CHURCH INC 8103 INDRIO RD FORT PIERCE FL 34951-1609 THE CROSSING COMMUNITY CHURCH INC: Here's what you owe for this billing period. Amount of your last bill 77.54 Payment received - Thank you —77.54 Balance before new charges $0.00 NEW CHARGES Rate: GS-1 GENERAL SVC NON -DEMAND / BUSINESS Customer charge: $7.46 Non -fuel: ($0.063400 per kWh) $48.38 Fuel: ($0.032730 per kWh) $24.97 Electric service amount 80.81 Storm charge Gross receipts tax Franchise charge Taxes and charges Total new charges 0.94 2.10 4.44 7.48 $88.29 t Jul 2, 2014 EleL Bill For: Jun 3, 2014 to Jul 2, 2014 (29 days) Service Address 5 00 0 EAP SEWC41 ramv(ar a rossmgchur h A cm- r lu t, 5 9�gs Questions? Contact Us Reliable energy is affordable energy. Learn how we save you money at fpl.com/savings Meter Summary Meter reading - Meter ACD0014 Next meter reading Aug 4, 2014 Current reading 14428 Previous reading -13665 kWh used Energy Usage Comparison This Month Service to Jul 2, 2014 kWh Used 763 Service days 29 kWh/day 26 Amount $88.29 Energy Usage History 763 Last Month Last Year Jun 3, 2014 Jul 2, 2013 680 466 32 28 21 17 $79.56 $53.64 1,250 kWh .... .............................................................. _... ................................................... ...................... 1,000 kWh ............_............................. ... ....................................... ..................................................... - 750 kWh ...................................................... .................... .............................. .............. ......... 500 kWh....................................................................................................................................... 250 kWh................................................................................................................................................ ............................................................ 0 kWh............................................................................ J A S O N D J F M A M J J 2013 2014 Keep In Mind • Enroll now in FPL Budget Billing by paying $74.09 in 1 payment by the due date instead of $88.29. Your bill will be about the same each month & stabilized year-round. Learn more at FPL.com/bb • Payments received after July 23, 2014 are considered late; a late payment charge, the greater of $5.00 or 1.5% of your past due balance will apply. Your account may also be billed a deposit adjustment. • The number of days included in your bill can vary month to month. So even if you use the same amount of energy per day, your bill may be higher next month due to greater number of service days. Visit www.FPL.com for more information. Welcome to the new FPL Email Bill(D Report or learn about outages Boost your bottom. line We've created a new program with a new look and lots of great Visit www.FPL.corn to report or 11111/ track your outage from any mobile We offer tools and tips to help businesses reduce expenses and features. device or computer. succeed. Tell us what you think Here's how Learn how Useful Links Important Numbers Customer Service: 1-800-375-2434 Billing and service details Outside Florida: 1-800-226-3545 ^ rayNews To report power outages: 1-800-40UTAGE (468-8243) View back of the bill Hearing/speech impaired: 711 (Relay Service) The Crossing Community Church Mail - FPl. Account Regarding yo... https://mail.googlp,nnm/mail/u/O/?ui--2&ik=l1630aef9c&view--pt&c... 1 P Login Pay Bill Contact Us THE CROSSING COMMUNITY CHURCH INC 0 Account x 50993-92325 FPL. casey@thecross'nqchurch.co Update your email address Hello THE CROSSING COMMUNITY CHURCH INCH Your security Is our priority. Learn more Thank you for using FPL Pay Online. Worry -free bill payments Sign up for FPL Automatic Bn Pay and your bank account will be automatically debited to pay your bill each month. Enrol today liTh. your payment forfor ac 9392 n f 29 (contiirmatio nronztntn EunT"IP2 onto ate! This amount will be withdrawn from the bank account you provided when you enrolled In FPL Pay Online. Please remember to record this transaction in your checking account register and print this confirmation for your records. NOTE: Payments made after 9 P.M. (Eastern) Monday -Saturday or anytime on Sunday are credited to your FPL account the following business day. Remember to bookmark the Pay Online webpage to make return visits faster Get expert advice for your business Report or learn about outages Boost your bottom line Learn how you can make your business Visit www.FPLcom to report or track We offer tools and tips to help ff more energy efficient. Vole your outage from any mobile device or businesses reduce expenses and Start here computer. succeed. Here's how Learn how Energy News Privacy Policy About Us 2014 FPL. All rights reserved. Please do not reply to this email. This address is not man Cored. 2 of 2 8/7/2014 1:26 PM U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE' FEDERAL EMERGENCY MANAGEMENT AGENCY Normal Flood lrs r Progmm IMPORTANT: Follow the instructions on pages 1-9. A - PROPERTY INFORMATION OMB No. 1660-0008 Expiration Date: July 31, 2015 Al. Building owner's Name THE CROSSING, COMMUNITY CHURCHES POIIcyNumper' _ A2. Balding Street Address including Apt; Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Comdatry NAICNumber. City_ FORT PIERCE State FL- - ZIP Code 34982 A4. Building Use (e.g.. Residential, Non -Residential, Addition, Accessory, etc.) NON-RESIDENTIAL A5. Latitude/Longitude: Lat. 97 99' 14 SR"N Long. 80 19' 57.73"W Horizontal Datum: I-]NAD 1927 ElNAD 1983 AS. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A A8. For a building with a crawlspace or enclosure(s): AS. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 0 sq It a) Square footage of attached garage 0 sq It b) Number of permanent flood openings In the crawlspace 0 b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade -0 — c), Total net area of flood openings in A8.b 0 sq In c) Total net area of flood openings in A9.b O sq in d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes N No SECTION B - FLOOD INSURANCE RATE MAP (FIRMI INFORMATION BS. NFlP Community Name & Community Number B2. County Name B3. State ST. LUCIE COUNTY 12085 ST. LUCIE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index Date 87. FIRM Panel Effective/ B8. Flood Zone(s) 139. Base Flood Elevation(s) (Zone Revised Date AO, use base flood depth) 12111 C( J 02/16/2012 02/16/2012 X NA Btu. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9: ❑ FlS Profile ❑ FIRM ❑ Community Determined ❑ Other/Source: B11.Indicate elevation datum used for BFE In Item B9: ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date: _ / / — ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: N Construction Drawings* ❑ Building Under Construction- ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, Vi-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: ST LUCIE CO. "RUSTY" Vertical Datum: NAVD OF 1988 Indicate elevation datum used for the elevations in hems a) through h) below. ❑ NOVD 1929 N NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE higher floor �/ c�� /Check the measurement used a) Top of bottom floor (including basement, crawlspace, or enclosure floor) .T$feet ❑ meters ❑feetmeters ❑ b) Top of the next c) Bottom of the lowest horizontal structural member Zones only) El ❑ meters d) Attached garage (top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building El feet El meters (Describe type of equipment and location In Comments) f) Lowest adjacent (finished) grade next to building (LAG) ❑ feet El meters g) Highest adjacent (finished) grade next to building (HAG) El feet [I meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including [I feet [I meters structural support (V SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ❑Yes ❑ No P CE SE FEMA Form 086433 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ❑Yes ❑ No P CE SE FEMA Form 086433 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. f- ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 5200 OLEANDER AVENUE City State ZIP Code Company NAIC Number: FORT PIERCE FL 34982 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. Comments Signature 2J Date 8/0�/ 2Q/4' SECTIOCN,EE -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FO ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items Ei-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet []meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet []meters ❑ above or []below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is . _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community- Issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representative's Name _ Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community6issued BFE) or Zone AD. G3. ❑ The following information (Items G4-G10) Is provided for community floodplain management purposes. G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement . G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9: BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10:Community's design flood elevation: ❑ feet ❑ meters Datum 'bdcal Official's Narne . Title Community Name Telephone -. Signature - Date Comments ❑ Check here if attachments. FEMA Form 086�33 (Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 5200 OLEANDER AVENUE City State ZIP Code Company NAIC Number: FORT PIERCE FL 34982 If using the Elevation Certificate to obtain NFlP flood insurance, affix at least 2 building photographs below according to the instructions for Item AS. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AS. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086-0-33 (Revised 7/12) Replaces all previous editions. From: Richard Ladyko [enginpod225@aol.com) Sent: Wednesday, September 03, 2014 9:21 AM To: terry@thecrossingchurch.co Subject: Fwd: The Crossing Church - FPUA Impact fees Invoice Attachments: The_Crossing_Church_CICs_&_meter_invoice.PDF Terry; Enclosed please find a copy of Fort Pierce Utilities Authority Invoice for Impact Fees for the project. The impact fees for water and sewer are based upon the anticipated flows and Equivalent Residential Connections (ERC) for the 300 seat facility. It also includes there review fee and meter fee for the new service line. Richard Ladyko, P.E. Dv- ; _. SEP 11 Z014 —Original Message ----- From: Lugey Dawson <Idawson(cafpua.com> To:'enginpod225@aol.com' <enginpod225(a)aol.com> Cc: Bo Hutchinson <bhutchinson(a)fpua.com>; Keymail <Kevmail a(),fpua.com> Sent: Wed, Sep 3, 2014 8:39 am Subject: The Crossing Church Good morning Mr. Ladyko, Please see attached invoice for the CICs, meter & Engineering Review Fees for the above referenced project. Please have your client sign and return with payment. Should you have any questions, please let me know. Thanks, Lugey Dawson Engineering Coordinator Fort Pierce Utilities Authority Water/Wastewater Engineering 1701 S. 37'" Street Fort Pierce, FL 34947 Telephone: (772) 466-1600, Ext. 3428 Fax: (772) 468-2414 lidawson(aNpua.com u I:vaJ ynn�5c mrnid:i bnv, idnsl Wilton rnnmwmcattons to ortrom Fort Pierce Utilities Authority employees repardm5l govcrunr N It. .J'N" In Ins` public, aivf nYedia upon trque st. Ynur a -mail communications may be subject to public rasUosum , • u, h(tp1&ft"v 1pua comrmportanl informalionfpivacVirhp) SEP 11 2014 Fort Pierce Utilities Authority "Committed To. Quality" WaterMastewater Engineering Please remit payment to: Fart Pierce Utilities Authority Attention: Key Accounts Department P.O. Box 3191 Box 3191 (34948-3191) I. Fort Pierce, FL 34848.3191 1701 $ 37(h71h Street Fort Pierce. FL 34947 Phone (7721466-1600 Fax (772)468-2414 Job Location: 5200 Oleander Ave. Invoice Number: 444 Account Name: The Crossing, A Network of Community Churches, Inc. PCN: Contact Name: Carlton C. Bridgers Billing Address: 8301 Indrio Road Phone: (77214C,5-5580 Fax: ( 1 - Cell: FEI# Fart Pierce FL 34952 Location Id: Accounting Codes M 811 a Description Fees 06-3-060-43701-0000 1 V. Water Meter and/or Service Installation p General $800.00 06-2-000-23500-0000 Water Security Deposit ❑ Inside City Limits $160.00 06-3-060-48800-0000 Water New Account. Setup Charge $20.00 06.3-060-43702-0000 Water Capital Improvement Charge W ERC's F3311 $3.111.29 08-2-000-23500.0000 Wastewater Security Deposit $260.00 08-3.080.48800-0000 Wastewater New Account Setup Charge $20.00 08-3-080-43702-0000 Wastewater Capital Improvement Charge WW ERC's 4.23 $11,907 45 Accounting Codes Construction Cost Estimate Fees Engineering Review Fee-7.61 ERCstS500 Flat Fee $652.20 Invoice Total: 16 930.94 Description for service order: Install 1" water meter only with wastewater via a grinder pump station, Total Paid: Date Paid: Check Number: Customers will be assessed wastewater charges the day they connect to the wastewater system or within 365 days from date waslewsler Cennecllon Charge is paid - whichever Is ersl The cost of the service line from the point of delivery at the property line to the housartuilding is the responsibility of the customer and is not included in this invoice. State laws require that a permit from the Health Department must be obtained priorIg In listing hy_Lank alrmdonmenl Contact the Health Department at (772)073-4931. Construction Cost eslinales are based on current labor; equipment and material prices. Actual mats of construction will be determined at the completion of the project Should unforeseen circumstances be encountered during construction, including but not limited to adverse weather conditions and conslmcuon notifies. the customer will be responsible for increased costs, Additional costs incurred by the customer shall not exceed fifteen (15) percent of the total estimated construction coals shown above. Estimated coals paid by the customer that exceed the actual mat of construction will be refunded by Fort Piston ULlilies Authority Reviewed By: Be Hutchinson, -P:E., Environmental EVgfrj - ale: 2014-09-02 Customer's Signature: Printed Name: Dale: Development Review Committee Site Plan Sign -Off Sheet Site Plan Name: The Crossings Network Community Church Site Plan Number: Division: Saint Lucie County Fire District DRC Member: Captain Derek Foxx Phone #: 772-621-3322 Review Date: 08/14/2014 I have reviewed the above referenced site plan and determined the following: Site Plan Approved M RLCEIVR SEP 11 2014 1 BY: Site Plan Approved with Conditions: 1-1 (List all conditions in full format on how you wish for them to be listed in the development order) Site Plan Rejected (give reasons): ❑ Required revisions or reasons for rejection'(attach additional sheets if necessary): The Following Revisions Are Necessary- BOARD OF COUNTY COMMISSIONERS August 15, 2014 Richard M. Ladyko, P.F. Ladyko Design Group, LLC 4400 Belle Grove Drive Fort Pierce, FL 34981 RE: Application for Stormwater Permit: The Crossing Church Dear Mr. Ladyko: PUBLIC WORKS DEPARTMENT Water Quality Division RECEIVES i SEP 11 2014 BY:_� We have reviewed the plans received and Stormwater Fee for the above referenced project. The Stormwater Permit Application for the above referenced project is hereby approved to the following conditions: Upon completion of the project and prior to requesting a Final Paving and Drainage Inspection, please submit three (3) copies of signed and sealed record plans with a signed and sealed letter -of completion from the project engineer. The plans' must depict at a minimum the location and finished grades .of all buildings and paving, critical spot elevations, pavement markings, traffic signage, the location, type, size, material and inverts of all drainage structure improvements and the location of any storJnwater management facilities. Please be advised, operators of construction activities that propose to clear, excavate or fill 1.0 acre of land or more over the life of the project are required to obtain coverage under the Florida Department of Environmental Protection's National Pollutant Discharge Elimination System "Generic Permit for Stormwater Discharge from Large and Small Construction Activities" and a vegetation removal permit prior to any construction activity on site. A copy of the Notice of Intent to file for coverage under this permit must'be submitted to this office as required to discharge to the County's Municipal Separate Storm- Sewer -System (MS4). A Stormwater Pollution Prevention Plan must be developed and implemented to be in compliance with the. permit. Elements of a SWPPP include Best Management Practices that will to utilized to minimize soil erosion and sedimentation from degrading the, water quality of downstream water bodies. For more information, please contact the FDEP NPDES Stormwater Section and refer to section 1-7.7 of the Code of Ordinances of St. Lucie County, Florida. If tyou have any questions or -concerns regarding this matter; please do not hesitate to contact me diiectly at (772) 462-2719. ?Sincerely, hael Halter P.E. Storm Water Engineer / Plans Examiner cc: file li:lStormwater PermitslThe Crossing Chun:h.doc CLAWS DZADOVSKY, DisfriCI No. I . TOD MOwEI(Y. District No. 2. PAULA A. LkWIS� Pisrlct No. 3. FRANNIE HUTCHINSON, District No. 4 • KIM JOHNSON, District No.) 2300 Virginia Avenue - Fad Pierce, FL. $4082.5652 - Phone (772) 402-2511 - Fax (772) 452-2363 welosite: www.slludeco.org BOARD OF COUNTY COMMISSIONERS August 15, 2014 Richard M. Ladyko, P.E. Ladyko. Design Group, LLC 4400 Belle Grove Drive Fort Pierce, FL 34981 RE: Application for Stormwater Permit: The Crossing Church Dear Mr. Ladyko: PUBLIC WORKS DEPARTMENT Water Quality Division SEP 11 2014 We have reviewed the plans received and Stormwater Fee for the above referenced project. The Stormwater Permit Application for' the above referenced project is hereby approved to the following conditions: Upon completion of the project and prior to requesting a Final Paving and Drainage Inspection, please submit three (3) copies of signed and sealed record plans with a signed and sealed letter of completion from the project engineer. The plansmust depict- at a minimum the location and finished grades .of all buildings and paving, critical spot elevations, pavement markings, traffic signage, the location, type, size, material and inverts ofall drainage structure improvements and the location of any stormwater management facilities. Please be advised, operators of construction activities that propose to clear, excavate or fill 1.0 acre of land or more over the life of the project are required to obtain coverage under the Florida Department of Environmental Protection's National Pollutant Discharge Elimination System "Generic Permit for Stormwater Discharge from Large and Small Construction Activities".and a vegetation removal permit prior to any construction activity on site. A copy of the Notice of Intent to file for coverage under this permit must'be submitted to this office as required to discharge to the County's Municipal- Separate Storm Sewer. System-(MS4). A Stormwater Pollution Prevention Plan must be developed and implemented to be in compliance with the permit. Elements of a SWPPP include Best Management Practices that will be utilized to minimize soil erosion and sedimentation from degrading the water quality of downstream water bodies. For more information, please contact the FDEP NPDES.Stormwater Section and refer to section 1-7.7 of the Code of Ordinances of St. Lucie County, Florida. If1you have any questions or- concerns regarding this matter; please do not hesitate to contact me directly at (772) 462-2719. Sincerely, ichael Halter P.E. Storm Water Engineer / Plans Examiner cc: file H:VSmmrnrnter PerrnitAne Crossing Church.doc CHRIS DZADOVSK Y, District No. I • TOD MOH'ERY. Dislriot No.2, PAVLA A. J-WIS; 2(s!ricr No. 3. FRANNIE HUTCHINSON, District N0.4 • KIM JOHNSON, District No. 5 2300 Virginia Avenue - Fort Pierce. FL- 349823652 - Phone (772) 462-2511 , Fax (772) 452.2363 wobsite: www.s8ucieco.org 1 Terry From: Becca Percy [becca@drawdycc.com] Sent: Thursday, September 04, 2014 11:39 AM To: terry@thecrossingchurch.co Subject: Fwd: Permit 1408-0158 Attachments: image001.png; ATT00001.htm; The Crossings Church Constructability Review 090414.docx; ATT00002.htm Becca Percy V.P. Drawdy Concrete Construction 2945 W. Midway Road Fort Pierce, FL 34981 772-464-8160 x210 772-464-0360 Fax Begin forwarded message: From: Lydia Galbraith <galbraithl@stlucieco.ore> Date: September 4, 2014 at 11:36:02 AM EDT To: "BECCA@DRAWDYCC.COM" <BECCA@DRAWDYCC.COM> Subject: Permit 1408-01SB Rebecca, SEP 11 2014 BY: Attached please find the comments from the Engineering Department for above permit. Thanks, i_IUdtn g c,aLbratth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772)462-6448 Email: galbraithl(a.stlucieco.org From: Patrick Dayan Sent: Thursday, September 04, 2014 11:33 AM To: Lydia Galbraith Cc: Ron Harris; Michael Powley; Craig Hauschild; John Frank; Connie Lawson Subject: RE: building permit number Lydia, Please see attached comments for this site. John, there are a few comments pertinent to the ROW permit application, which should be currently circulating. Please be sure these are communicated to the applicant. Thanks. Patrick Dayan, P.E. Senior Project Engineer 2 3 4 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 PDS Order No. 14-042 SPMN 620144777 AN ORDER GRANTING A MINOR ADJUSTMENT TO AN EXISTING SITE PLAN PROEJCT TO BE KNOWN AS THE CROSSING - OLEANDER AVENUE CAMPUS WHEREAS, the St. Lucie County Planning and Development Services Director has reviewed the application for a site plan approval and reviewed the comments of the St. Lucie County Development Review Committee on this application, and madethe following determinations: 1. The Crossing, a Network of Community Churches., submitted an application for a minor site plan adjustment to change the site plan name and reduce the proposed square footage of the religious facility complex located at 5200 Oleander Avenue in St. Lucie County, Florida for the property described in Part B below. 2. On October 20, 1992, the St. Lucie County Board of County Commissioners approved Resolution 92-240, granting site plan approval for a 43,058 square foot project known as New Hope Baptist Church located at 5200 Oleander Avenue in St. Lucie County, Florida. 3. The Development Review Committee has reviewed the proposed site plan adjustment and found, with the proposed conditions, it meets the technical requirements of the St. Lucie County Land Development Code and has satisfied the standards of review set forth in Section 11.02.07, Standards for Site Plan Review, of the Land Development Code. 4. Planning Staff has performed a detailed analysis of the project and determined it to be consistent with the St. Lucie County Land Development Code and Comprehensive Plan. The analysis is found in the Development Review Committee Final Reportforthe Crossing - Oleander Avenue Campus, dated September 8, 2014. 5. The applicant has applied for and received a Certificate of Capacity Exemption, a copy of which is attached to this order, as required under Chapter V, St. Lucie County Land Development Code. NOW, THEREFORE, BE IT ORDERED: A. Pursuant to Section 11.02.03 of the St. Lucie County Land Development Code, the proposed Minor Adjustment to the Site Plan project to be known as The Crossing — September 12, 2014 PDS Order No. 14 — 042 SPMN 620144777 Page 1 1 OleanderAvenue Campus, is hereby approved as shown on the site plan drawings for 2 the project prepared by Ladyko Design Group, LLC., dated June 2, 2014, as revised 3 and date stamped received by the St. Lucie County Planning and Development 4 Services Director on August 27, 2014, subject to th folg lowing coadi In 5 6 Prior to issuance of a Certificate of Occupancy or within 90 days of this site plan 7 approval, whichever comes first, the applicant, owner or assigns shall convey32 8 feet of road right-of-way for Oleander Avenue. Manner and form of the 9 conveyance shall be acceptable to the County Attorney. 10 11 Prior to issuance of a Certificate of Occupancy or within 90 days of this site plan 12 approval, whichever comes first, the applicant, owner or assigns shall construct 13 a 6 foot wide sidewalk along this projects Oleander Avenue road frontage. 14 15 3. Prior to the issuance of a !zQ ing—permit=f6r—any=additional buildings or 16 structures within the project, the Planning and Development Services Planning 17 Division shall review and approve the proposed structure for consistency with 18 Land Development Code Section 7.10.24. 19 20 Prior to issuance of a Vegetation Removal Permit or Exemption, the developers, 21 their successor or assigns, shall conduct a pre -construction meeting with 22 construction personnel and Environmental Resources Department staff, to verify 23 vegetation protection measures have been installed. 24 25 5. Prior to construction of the Phase II multiuse facility provide an undated 26 landscape plan indicating the required five (5) foot wide foundation planting 27 space between driveways, sidewalks, and the proposed buildings. [Land 28 Development Code 7.10.24.C.h.2] 29 30 6. The issuance of County development permit does not in any way create any 31 rights on the part of the applicant to obtain a permit from a state or federal 32 agency and does not create any liability on the part of the County if the applicant 33 fails to obtain requisite approvals or fulfill the obligations imposed by a state or 34 federal agency or undertakes actions that result in a violation of state or federal 35 law. 36 37 7. All other applicable state or federal permits must be obtained before 38 commencement of the development. 39 40 41 42 43 September 12, 2014 SPMN 620144777 PDS Order No. 14 — 042 Page 2 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 B. The property on which this Minor Adjustment approval is being granted is described as follows: Beginning at a stake at the center of Oleander Avenue and Fourth Street, according to the Plat of White City, being recorded in Plat Book 1, Page 23, of the Public Records of St. Lucie County, Florida, thence run east 1060 feet, thence run east 495.00 feet; thence run west 1060.00 feet to the center of Oleander Avenue; thence run south 495.00 feet to the Point of Beginning, excepting there from the following tract of land, to wit; Beginning at the intersection of Oleander Avenue and Fourth Street, run east 400.00 feet; thence run north 217.50 feet; thence run west 400 feet to the east right- of-way line of Oleander Avenue; thence run south along right-of-way line 217.50 feet to the Point of Beginning, said Plat of White City Florida; being recorded in Plat Book 1, Page 23, of the Public Records of St. Lucie County, Florida. And also the west 36.00 feet thereof. C. The developer is advised as part of this minor adjustment approval for the Crossing - Oleander Avenue Campus, including any successors in interest, the developer shall obtain all applicable development permits and construction authorizations from the appropriate state, federal and local regulatory agencies including, but not limited to, the United States Army Corps of Engineers, the Florida Department of Environmental Protection, South Florida Water Management District, and the St. Lucie County Environmental Resources and'building Department prior to the commencement of any development activities on the property described in Part B. Issuance of this development order by the County does not in any way create any rights on the part of the developer to obtain a permit from a state or federal agency and does not create any liability on the part of the County for issuance of this development order if the developer fails to obtain requisite approvals or fulfill the obligations imposed by a state of federal agency or undertake actions that may result in a violation of state or federal law. D. This Order shall become effective upon the date of approval indicated below. Should the property owner, developer or authorized agent wish to appeal any condition described in Part A above, all such appeals must be filed in writing with the County Administrator within 30 days of the rendering of this Order, as described in Section 11.02.03(B), St. Lucie County Land Development Code. Should an appeal to this Order be filed, no permitting reviews or further administrative action shall take place on the processing of this development project until the appeal is resolved. E. A copy of this Order shall be attached to the site plan drawings described in Part A, which_ plan shall be placed on file with the St. Lucie County Planning and Development September 12, 2014 PDS Order No. 14 — 042 SPMN 620144777 Page 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Services Director and mailed to the applicant and agent of record as identified on the site plan applications. F. The conditions set forth in Part A are an integral nonseverable part of the site plan approval granted by this Order. If any condition set forth in Part A is determined to be invalid or unenforceable for any reason and the developer declines to comply voluntarily with that condition, the site plan approval granted by this order shall become null and void. G. The Certificate of Capacity Exemption, attached as Exhibit A, shall be valid for the same period as this order. If this order expires or otherwise terminates, the Certificate of Capacity Exemption shall automatically terminate. H. This order shall be recorded in the Public Records of St. Lucie County. ORDER effective the 12th Day of September, 2014. September 12, 2014 PDS Order No. 14 — 042 PLANNING AND DEVELOPMENT SERVICES DIRECTOR ST. LUCIE COUNTY, FLORIDA BY ;9" C Mark Satterlee APPROVED AS TO FORM AND CORRECTNESS: BY County Attorney SPMN 620144777 Page 4 1 St Lucie County Certificate of Capacity Exemption Date 9/3/2014 Certificate No. 5536 This document certifies that concurrency will be met and that adequate public facility capacity exists to maintain the standards for levels of service as adopted in the St Lucie County Comprehensive Plan for: 1. Type of development Minor Adjustment to Major Site Plan Number of units Number of square feet 35325 2. Property legal description & Tax ID no. 3403-323-0002-0002 5200 Oleander Avenue Crossings Community Church 3. Approval: Building 4. As part of the development: 5. On property owned by Resolution No. PDS 2014-0 Letter The Crossing, A Network of Community Churches 8103 Indrio Road Fort Pirece FL 34951 is hereby granted a Certificate of Capacity Exemption according to the following Chapter(s) of the St. Lucie County Land Development Code: ❑ 5.03.02(A) ❑ 5.03.02(B)1 ❑ 5.03.02(13)2 ❑ 5.03.02(B)3 ❑ 5.03.02(B)4 ❑ 5.03.02(B)5 © 5.03.02(B)6 ❑ 5.03.04(A) ❑ 5.03.04(A)2 ❑ 5.03.04(A)3 ❑ 5.03.04(B)1 ❑ 5.03.04(B)2 ❑ 5.03.04(B)3 ❑ 5.03.04(B)4 6. Certificate Expiration Date This Certificate of Capacity is transferable only to subsequent owners of the same parcel, and is subject to the same terms, conditions and expiration date listed herein. The expiration date can be extended only under the same terms and conditions as the underlying development orderissued with this certificate, or for subsequent development order(s) issued for the same property, use and size as described herein. Signed Date: 9/3/2014 Planni g and Development Services Director St Lucie County, Florida BOARD OF COUNTY COMMISSIONERS PLANNING & DEVELOPMENT SERVICES DEPARTMENT Planning Division September 29,-2014 Ladyko Design Group LLC Attn. Richard M. Ladyko,_P.E. 4400 Belle Grove Drive Fort Pierce, FL 34981 RE: Permit # 1408-0158, "The Crossing" Church. Dear Mr. Ladykor Please accept this letter in response toyour written request dated September 29, 2014 to waive the finished floor elevation. of 1B above. the crown of the road for the new church building of The Crossing, located at 5200 Oleander Ave, Fort -Pierce. Pur6uant:to'Secfion`7.04.01(C-3) of the St Lucie County Land Development Code, the Planning and Development Services Director has the authority to grant the administrative relief for non-habitable/non- residential structures, when topographical conditions are such thatbompliance. With this. subsection would be impracticable or cause grade level conditions detrimental to adjacent or nearby property, consistent with the intent.of the Flood Protection regulations.and any other applicable:portion;of this Code. The Planning and Development Services Director has:granted your request for administrative relief of the . finished floor elevation based on the.following. determinations' 1) The:property;is riot in Flood Zone. 2) Compliance would be impracticable 3) The proposed finished floor elevation will. be 1.6.50' NAVD, 1.10' above.the average crown of the road. . . 4) The, proposed finished floor elevation was based on the storm water basin study and the. County storm water permit: This approval does not. in. any way constitute . authorization to begin. construction:. Prior to the commencement of any construction'on this property,`an application for specific building permit must be obtained from this department. Please feel free to contact me at (M) 462-2822 if you have any questions. ' Since r y, Markatt AICP. Planning and Development Services Director cc: Monica Graziani,_ Buildingand Code Compliance Manager. _.. Carl -Peterson, -Building Offioiai Debra Zampetti, Zoning Supervisor, CHRIS DZADOVSKY. District No. 1 • TOD MOWERY, District No. 2: PAULA A. LEWIS, District No. 3 • FRANNIE HUTCHINSON, District No. 4 • KIM JOHNSON, District No. 5 County Administrator- FayeW. Outlaw,MPA, ICMA-CM Website:www.stludeco:dow 2300Virginia .Avenue -Fort Pierce, FL. 34982-5652 - Phone (772)'462-2822 FAX (7779) 462-1581. adyko esign roup, LLC ENGINEERS, PLANNERS &t CONSTRUCTION MANAGERS September 29, 2014 VIA: HAND DELIVEDY TO: Mr. Mark Satterlee, Director Planning Bc Development Services Dept. St. Lucie County 2300 Virginia Avenue Fort Pierce, Florida 34982 Writers e-mailenainpod22Na�aol.com SEP 2 8 2014 Subject: The Crossing Church — Request for Relief from Land Development Code Standard St. Lucie County Project No. SPMN620-144777 Building Permit 1408-0158 Oleander Avenue — St. Lucie County, Florida Dear Mr. Satterlee; Please accept this letter as a request for relief from Land Development Code, Section 7.04.02.c, regarding the minimum Finished Floor Elevation for a habitable/non residential properties located in Flood Zone X (outside of Special Flood Hazard Area) be elevated a minimum of 18 inches above the corresponding road crown elevation of any adjacent roadway. Please be advised that the project is in the process of receiving a S.F.W.M.D. permit and has been already issued a St. Lucie -County Stormwater Permit through the Public works Department and Michael Halter, P.E. The calculations by which Mr. Halter issued the County Stormwater Permit, indicated a 100 year, 3 day, 0 discharge stage of 14.71 ft. and the Finished Floor Elevation was set above that stage at 16.50 ft. in order to comply with ADA criteria and the on -site stormwater management criteria. We therefore ask that yowallow the project relief from the Land Development Code requirement and allow the stormwater basin study and County Stormwater Permit to control the Finished Floor Elevation. If there are any further questions or comments with regard to the matters contained herein, please do not hesitate to contact me @ 772-530-8261. Sincerely, l� chard M. Ladyko, P.E. President cc: Terry Redden 4400 Belle Grove Drive Phone: 772-530-8261 Fort Pierce, Florida 34981 Fax: 772-464-1383 Lydia Galbraith I I-ICIR` i°7I y_ From: Patrick Dayan Sent: Thursday, September 04, 2014 11:33 AM To: Lydia Galbraith Cc: Ron Harris; Michael Powley; Craig Hauschild; John Frank; Connie Lawson Subject: RE: building permit number Attachments: The Crossings Church Constructability Review 090414.docx Lydia, Please see attached comments for this site. John, there are a few comments pertinent to the ROW permit application, which should be currently circulating. Please be sure these are communicated to the applicant. Thanks. Patrick Dayan, P.E. Senior Project Engineer 0 St. Lucie County Engineering Division 2300 Virginia Ave., Rm. 229 Fort Pierce, FL 34982 Direct: (772) 462-2153 • Main: (772) 462-1707 Fax: (772) 462-2362 Email: davano@stlucieco.or¢ • Website: www.stlucieco.org From: Lydia Galbraith Sent: Wednesday, September 03, 2014 4:41 PM To: Patrick Dayan Subject: RE: building permit number Hi Patrick, 1408-0158 L_�dta g cialbratth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: aalbraithl aastlucieco.org From: Patrick Dayan Sent: Wednesday, September 03, 2014 4:39 PM To: Lydia Galbraith Subject: building permit number Lydia, Please provide me the permit number for the crossings church on Oleander Ave ID#3403-323-0002-000-2 Patrick Dayan, P.E. Senior Project Engineer 0 St. Lucie County Engineering Division 2300 Virginia Ave., Rm. 229 Fort Pierce, FL 34982 Direct: (772) 462-2153 • Main: (772) 462-1707 • Fax: (772) 462-2362 Email: davanp@stlucieco.org • Website: www.stiucleco.org Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. The Crossings Church September 4, 2014 Oleander Avenue South of Midway Road Building Permit 1408-0158 Constructability Review Engineering Comments 1. Horizontal control plan (sheet 2 of 10): Indicates a fee -in -lieu of construction. Please note that the Roadway Improvement Agreement (RAI) will require the construction of the 6' sidewalk along the Oleander Ave property frontage. 2. Grading & drainage plan (sheet 4 of 10): The northern halves of the parking areas will pond water based on the grades shown. The curb ramps to the handicapped stalls are in excess of the allowable 1:12 maximum slope. The entrance to the building has a slope in excess of allowable ADA maximums. Please revise and resubmit. 3. The grading for the perimeter berm does not appear to be constructible based on the elevations presented. Please check the swale along the southern property line and provide comment. 4. ROW permits will be required for the utility improvements and for the sidewalk improvements prior to work within St. Lucie County ROW. Please consider this an advisory comment. 5. For all sidewalk within County ROW, the concrete shall be minimum of 3,OOOpsi with fibermesh at 1.5Lb/CY. Use of WWF will not be permissible. Proof of compaction for fill condition and proof of concrete compressive strength will be required for all sidewalk constructed within County ROW. DATE TECH: ZONING TECH REVIEW CHECKLIST RESIDENTIAL & COMMERCIAL USE PERMIT# NnS -0►tS PAGE 1 OF 7►PPL"IGAWION p,01 „ '.� +~ + ," ; i ,1;QK MISSING A JADDRESS B S/D SITE PLAN NAMES C PROPERTY TAX ID & LEGAL DESCRIPTION MATCH D LOT & BLOCK NO E PARCEL SIZE & LOT DIMS F DESCRIPTION OF ACTIVITY G TYPE OF CONSTRUCTION ✓ H ACTUALSETBACKS I PROPOSED USE (L.D.C.CHAPTER 3 PERMITTED? CONDITIONAL? IS VARIANCE REQUIRED? Y N J SQ FT OF CONSTRUCTION K VALUE OF CONSTRUCTION L OWNER INFO MATCHES GEO M CONTRACTORINFO N PAGE 3 SIGNATURES & NOTARIES O OFFICE USE PAGE COMPLETED ZONING EASEMENTS FCC CODE IMPACT FEES REVIEW SIGNATURES APsPLI.CAWIONOOCUMENTS:!=-x 9 VV Mi A IGEO B RECORDED WARRANTY DEED C COPY LAND CLEARING PERMIT D FILLED LANDS AFFIDAVIT V E APPROPRIATE SUB FORMS ORIGINAL SIGNATURE F SUB SUMMARY - G RECORDED NOC H MISC: OWNER BUILDER AFFIDAVIT GROUND SIGN AFFIDAVIT GUEST HOUSE AFFIDAVIT ` UTILITY RECEIPT OTHER ad-dLZWo--JE�A ��� � - `� I2�bm PAGE 1 OF 3, 02/24/2009 LGB ZONING TECH REVIEW CHECKLIST RESIDENTIAL & COMMERCIAL USE DATE PERMIT # TECH: PAGE 2 OF 3 DIMENSIONAL CONFORMITY ` e " OK,',;"', MISSING",g NOTES ZONING MIN LOT SIZE MIN ROAD FRONTAGE MIN LOT WIDTH SETBACKS BASE BUILDING LINE MAX LOT COVERAGE MAX HEIGHT ACCESSORY STRUCTURE MAX 35% OF MAX LOT COVERAGE IF PROPERTY DOESN'T MEET ANY OF THE ABOVE CRITERIA, CHECK FOR NOW CONFORMING LOT OF RECORD RESEARCH. IF PROPERTY DESCRIPTION DOESN'T MATCH PROPERTY APPRAISERS DESCR. OR MAP, LOOK FOR LEGAL LOT SPLIT. SURVEY` _ OK!, MISSING` `_ 'NOTES _. RAISED SEAL BY SURVEYOR PROPERTY MATCHES ALL DESCR. HEALTH DER STAMPS - 2 SURVEYS + 2 FLOOR PLANS EASEMENTS ORIENTATIONS OF BLDG MATCHES PLANS VERIFY FLOOD ZONE BUILDING DIMENSIONS SHOWN FFE SHOWN SITE PLAN I I % - OK `` 'MISSING" _ ,NOTES COPIES OF APPROVED SITE PLAN COPIES OF RESOLUTIONS HAVE CONDITIONS BEEN MET LAND DEVELOPMENT CODE COMPLIANCE OK MISSING NOTES, CHAPTER 4 - OVERLAY ZONE CHAPTER 6 - ENVIRONMENTAL CHAPTER 7- PARKING LANDSCAPING STORM WATER SUPPLEMENTAL - STANDARDS CHAPTER 8 - ACCESSORY USES & STRUCTURES PAGE 2 OF 3, 02/24/2009 LBG ZONING TECH REVIEW CHECKLIST RESIDENTIAL & COMMERCIAL USE DATE PERMIT # TECH: PAGE 3 OF 3 LAND."DEVELOPMENT CODE COMPLIANCE CONTINUED -0K I MISSING` NOTES CHAPTER 9 SIGNS CHAPTER 10 NONCONFORMITIES/ VARIANCES CITY VIEW -DATA SCREENS° " PLEASE DOUBLE CHECK ALL PERMIT SCREENS TO BE SURE ALL OF THE INFORMATION IS AS COMPLETE AS POSSIBLE. EVEN THOUGH YOU MAY BE WORKING ON A PERMIT FOR AN ACCESSORY STRUCTURE, USE IT AS AN OPPORTUNITY TO UPDATE THESE SCREENS, ESPECIALLY THE PROPERTY INFORMATION PAGE. OR BOOK AND OR PAGE LOT AND BLOCK NUMBERS FLOOD ZONE UTILITY PROVIDERS LEGAL DESCRIPTION PROPERTY OWNER PHONE #S CHECK PERMIT TYPE & FCC CODE TO BE SURE THEY ARE COMPATIBLE CONTRACTOR PHONE & FAX #S UNITS, FLOORS, BUILDINGS, BEDROOMS, BATHROOMS SETBACKS CLEAR JOB DESCRIPTION BE SURE TO KEEP NOTES IN THE REVIEW PAGE AND THAT ALL PERMITS ARE TRACEABLE WITH CORRECT REVIEW TYPES, DATES RECEIVED, COMPLETED AND FORWARDED FOR THE NEXT REVIEW STEP AND AMOUNTS PAGE 3 OF 3, 02/24/2009 LBG Lydia Galbraith From: Mike Halter Sent: Wednesday, September 03, 2014 8:06 AM To: Lydia Galbraith Subject: RE: The Crossing Church, site plan adjustment, 5200 Oleander Ave, Ft Pierce Yes, permit has been issued. Thanks Michael 2719 From: Lydia Galbraith Sent: Tuesday, September 02, 2014 12:56 PM To: Mike Halter Subject: The Crossing Church, site plan adjustment, 5200 Oleander Ave , Ft Pierce Mike, The site plan adjustment has not been signed off yet, but I need to know if they need a storm water permit and if so have they applied for it yet. Thanks, t_I Act -& cfalbraitth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithli stlucieco.orci Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Permit#: 20.1.40793 Fee: $U.00 Date Issued:_7/21/2014 y •" =."s. , Property Owner• The-Cro-ssings,.A-.Netwoik-of_Community Churches Date Expires: Upon completion of work, or 7121/2015, whichever occurs first. Contractor: TBD Parcel-ID#:J3403_32"3-0002--000-2 Project=Location:=5200=Oleander-Ave.; Ft: Pierce Property" Size:-9.9,71 acres t Project ' eSCI'iption:J Applicant.requests-approval-to removet!.exotic-Brazilian Pepper.:'" trees. Per -Land Development Code 6,00.04.E,_this.activity qualifies_ efor:an exemption. The property is going,'"through thelsite' Ian �ocess. This ve etaltion ermi 1 ; i ' ' ''' .i ,. Ipt Ps r g -,'�pt exemption is for -the removal'of ex�ticivviegeta�tion only. No native trees;shall� be removed_a`-tthis time. Field `Notes: { Lai 1. HABITAT:-== -=_---- a. Uplands: Commercial b. Wetlands: None observed by staff. Please note this does not constitute a delineations must be obtained from appropriate.state-and/or federal agencies. 2. WILDLIFE: None observed. 3. SIGNIFICANTARCHAEOLOGICAL OR HISTORIC FINDINGS: None Identified', Mitigation: No mitigation is required, as no native vegetation •is to be removed. for Conditions of Issuance: The following minimum standards for vegetation protection shall be applied to areas of vegetation designated to be preserved (Land Development Code Section 6.00.05.C). A barrier shall be placed and maintained around the tree's perimeter to form a continuous boundary as specified below. • Vegetation protection barricades shall be placed at a minimum distance of -either ten - (10) feet from the edge of groups of protected vegetation or from the radius of the, dripline from all -protected trees, whichever is greater; in the event that a full' 10-foot buffer cannot be provided, the applicant shall provide the maximum buffer feasible; • Protective barriers or protective designations shall remain in place until completion'---. :..of site construction and clearing activities;- . - • " In the event that any protective ..barriers are removed or' altered -and clearing " activities are 'conducted within an area identified for preservation,- SLC- ERD 'is authorized to direct that all land -clearing" -and site alteration work at the -site be stopped until the barriers are restored and any necessary corrective "actions'taken to repair or replant any vegetation -removed or' -damaged as a result of these encroachments;.._ . • Preservation areas shall be maintained in their natural state,`so as not to alter the water and oxygen content of the soil and impair its function; • No grade changes or excavation of any sort may be made with in'the'barricaded • No (signs, permits, wires, or other attachments shall be- affixed or attached fo protected vegetation; and • Nolequlpment,=lnclg_passenger-ve_h clew all_be�d iven,-pa[ ed;—or stored of rep aiFed wltfiin.desidgat6a eeg t-dtion preservation areas. PLEASE NOTE_ • THIS IS NOT�AN AUTHORIZATION TO PLACE FILL ON OR RE-GRADE'P"ROPERJYd•l r -S; ~ 1 1 , 1 I I t I if 1 -__ -,<I • CONTACT_A PROFESSIONAL SURVEYOR TO -DETERMINE IF YOUR. PROPERTY WAFFECTEO BY OR LIES.WITHIN A FLOODPLAIN.__—_--- • THE APPLICANT-SHALL-KEEP-THIS-EXEMPTION'POSTED ONSITE-AT-ALLTIMES'DURINGYAND EL•EARINGi • THE PROPERTY OWNERIAGENT SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE ANDI R ;FEDERALPEBMIT W__e �_7 Je!(%0!°- LK�'i�oKyre7ta� Pea7aew. - U.S. DEPARTMENT OF HOMELAND SECURITY r-t FEDERAL EMERGENCY MANAGEMENT AGENCY EXEVATION CERTIFICATE OpMBirati0n DNo. 1660-ate:0008 JUIy 31, 2015 National Flood Inmmnce Fmliram IMPORTANT: Follow the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building owner's Name iiTHE CROSSING, COMMUNITY CHURCHES Policy Number: A2. Buildi g Street OLEANDER udin Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: Ciy FORT PIERCE State FL ZIP Code 34982 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g.. Residential, Non -Residential, Addition, Accessory, etc.) NON-RESIDENTIAL A5. Latitude/Lohgitude: Lat. 27 22' 14 58'W Long. 80 19' 57.73"W Horizontal Datum: E]NAD 1927 ❑ NAD 1983 AS. Attach at least 2 photographs of the building If the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number I A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) - 0 sq It a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.O foot above adjacent grade 0 within 1.0 foot above adjacent grade c) Total net area of flood openings In A8.b 0 sq In c) Total net area of flood openings In A9.b 0 sq In d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes N No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFlP Community Name & Community Number B2. County Name B3. State ST. LUCIE COUNTY 12085 ST. LUCIE FL B4. ,Map/Panel Number 65. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone Revised Date AD, use base flood depth) I 12111CO277 J 02/16/2012 02/16/2012 X NA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FlS Profile ❑ FIRM ❑ Community Determined ❑ Other/Source: 811. Indicate elevation datum used for SFE in Item BE: ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes N No Designation Date: //' ❑CBRS ❑OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: N Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones AS-A30, AE, AH, A (with BFE), VE, Vi-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: ST LUCIE CO. "RUSTY" ' Vertical Datum: NAVD OF 1988 Indicate elevation datum used for the elevations In items a) through h) below. ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: Datum used. for building elevations must be the same as that used for the BFE. - Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 116.66_ 44feet F1 meters - b) Top of the next higher floor ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters d) Attached garage (top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building, ❑ feet ❑ meters (Describe type of equipment and location in Comments) , 0 Lowest adjacent (finished) grade next to building (LAG) ❑ feet. ❑ meters g) Highest adjacent (finished) grade next to building (HAG) ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, Including ❑ feet ❑ meters structural support SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a -[3 Check here if attachments. licensed land surveyor? ❑ Yes ❑ No FEMA Form 086�33 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. i ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE;COMPANY:US.E _ - Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. - - Policy. Number.: 5200 OLEANDER AVENUE City State ZIP Code _ ',Company NAICNumtier FORT PIERCE FL 34982 SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. Comments Signature SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items Ei-E5. If the Certificate Is Intended to support a LOMA or LOMR-F request; complete Sections A. Band C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. ' El. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is [:]feet []meters ❑ above or []below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building Is ❑ feet []meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . _ []feet [:]meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information In Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued or communityissued BFE) or Zone AO must sign here. Thestatements. In Sections A, B, and E are correct to the best of my knowledge. ' - - ' " , Property Owner or Address City State ZIP Code Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used In Items G8-GSO. In Puerto Rico only, enter meters. Gi. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data In the Comments area below.) 02. ❑ A community official completed Section E for a building located in Zone A (without a FEMAAssued or communityassued BFE) or Zone AD. G3. ❑ The following information (Items G4-610) is provided for community floodplain management purposes. G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _ . G9. BFE or (In Zone AO) depth of flooding at the building site: G10.Community's design flood elevation: ❑feet ❑ meters ❑ feet ❑ meters ❑feet ❑meters Datum Datum Datum Local Official's Name Title Community Name Telephone Signature Date ' Comments ❑ Check here if attachments. FEMA Form 086-033 (Revised 7/12) Replaces all previous editions. A 1 ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 5200 OLEANDER AVENUE City State ZIP Code Company NAIC Number: FORT PIERCE FL 34982 If using the Elevation Certificate to obtain NAP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AS. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086-&33 (Revised 7/12) Replaces all previous editions. FND NAIL 8 DISK IN CUT CUT UNREADABLE NORTN 2.72' FND NAIL 8 DISK IN OUT OUT / RL9 8 2391 SOUTH &.78, BENCHMARK ELEV= 5.71' NAVD OF 1988 ZEMENTS • 14.4 lay h 0 1 .a w . ld' n ASPHALT DRIVE I Nlg IgAR4wi �z EAST R72* / CABBAGE PALM 42"�1ECK C �lu'^� ,. tj_tJ , L', I Y II I' I I' I I. I' I f I 1 ►' 1/III A /t ♦ ��� 1, '�►1 ,► '�♦l � ,-. ♦1 ♦ ► l / � `: 1' ► ► ► t ♦ ► ♦ G,. ♦1 ►1 �! ►I ♦� ► ♦. ► ► / WIN s.od' QA! I �® I Z Lql �Sm � t`I O W Z Q �0 I In / 1 G( AV" �E x 114..22a8 x 144.5o x 15,0E OAK 36" OAK 27" x 13,81 OAK 20" x 13.80 l 14.10 x 14.50 z 0 K 18" OAK 13" x 14.92 FND 4E4.CH EAR TREE 36" NORTH 1.93' S 89'47'51" E I FND r IP NORTH 1.92' EAST 4.52' .,-x 13.50 x 13.9 400.05'M 15.13 15.03 GRASS OAK 18" OAK 24" gD^G x 15.05 x 14.98 x 15.1E sD ,.1 OAK x 15.00... ... •94 `►1 w-c I STORY 'x 15.11 15.15 14.81 .13 x 13.98 •:\ x 14,94:. i3y6 MANGO 40" dgd ASPHALT I x 14,90 14.76 OAK 12" OAK 16" x 14.88 A-4� tlQ 15.02 ...-�.-�'� ... _ x 15.13 CREPE MYRTLE 6" OAK 1�4,(f" x 15.08 CABBAGE PALM 12" FWD 4a4 cm QUEEN PALM 12" 400.05'M 400.0'D WORTH CABBAGE PALM 12" _A_� iP�Esa'r fra23' *QUEEN PALM 12' �4BBAGE ALM CABBAGE PALM 12" POSSIBLE DEED OVERLAP DEED DOES NOT CLOSE BY 36' (n 00 N 0 0 PARCEL ID 3403-332-0002-000-0 0 o �R o K lns� m µv `? OAK OAK 12m 1 � 13Aa 13.E% CABBAGE PALM 12" x 14.11 OAK 20" CABBAGE PAL 400.56'M S 89.47'51" E � 12" FND CM NORTHH 0.41' 15" FND6/8' IND PSM 6330 SOUTH 9.06' x 14.85 ATA x 14.75 X 14,77 _ OAK 13" PALM 12" x PALM 12" iX 14.57 x 13.99 x 13.99 630.77' M 89'47'51" E X 13.60 HEAVY WOODS ti3 13.9: