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Home My WebLink AboutSUBMITTED PAPERSa ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: �� IV SCANNED Permit Number: 14 o 0, G BY - St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building PROPOSED INPROVEMENT LOCATION: Address: 3055 NW Radcliffe Way Legal Description: Riverbend Plat Book 67 Page 36 City of Port St. Lucie, St. Lucie County, Florida Property Tax ID #: 4425-703-0045-000-2 Lot No. 40 Site Plan Name: Riverbend / Block No. Project Name: Riv_er�/ Setbacks Front 40.00 Back: 90.86 Right Side: 20.50 Left Side: 28.04 DETAILED DESCRIPTION OF WORK: New Construction-SFR Fairfield (6511) Elevation C Garage Rj S Additional work to be ertormed under tnis permit— cneck all apply: ❑✓_ HVAC Ei Gas Tank ❑Gas Piping _Shutters 21 Windows/Doors ❑✓— Electric ❑✓— Plumbing ❑Sprinklers Generator W1 Roof - Total Sq. Ft of Construction: 5222 S . FtFt. of First Floor: 2'@52' Cost of Construction: $ 345,000.00 Utilities.. Ir !Sewer Septic Building Height: OWN ER/LESSEE: CONTRACTOR: Name Standard Pacific of South Florida Name: Robert Smithwick Company: Standard Pacific of South FI GP, Inc. Address: 825 Coral Ridge Drive City: Coral Springs State: F� Address: 825 Coral Ridge Drive Zip Code: 33071 Fax: 954-434-8840 City: Coral Springs State: FL Phone No. 954-232-2290 Zip Code: 33071 Fax: 954-434-8840 E-Mail: Permits brownspermitting.com Phone No. 954-232-2290 Fill in fee simple Title Holder on next page ( if different E-Mail: Permits brownspermitting.com State or County License: CEC057817 from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of'capacity; if applicable, for the permitted work. I certify that no work or. installation m has commenced prior to the issuance of a permit and that all work will: be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required fo'r ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC.; not otherwise included with this.building permit application. .St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with.your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions; accessory structures (all types); swimming pools, fences, walls; signs; screen rooms, utility residential use. substations &accessory uses to another non - NOTICE 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE .OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS. NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS. SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE. OF THIS PERMIT, YOU PROMISE IN GOOD FAITH To DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. STATE OF FLORIDA STATE OF FLORIDA COUNTY OF Broward COUNTY OF Broward The foregoing instrument was acknowledged. before me this (6 day of 20 14 by Robert Smithwick who is personally known X or has produced as identification. Signature of Notary The foregoing instrument was acknowledged before me this K- day of 1 20 14 by Robert Smithgick who is personally known X or has produced as identification. r QV Signature of Notary Commission No. " i*�^sue,,, DENIS ss on'fx'Pf 40607 Commi i r' DENISE BROWN r s*r R_ ( Q eal) ;�. Expires November 4, 2018 ;a; .: ommission FF 14007 ''. ' Ft�,....;;•• SwdedThruTmyFain lnwrenee9W395.7019 �:' ,'o`'� Expires November4, 2018 Prrri•• ''',p�� .�.` , Bonded Th. Troy Fin Inaioence 800-385.7019 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER,THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. Pre -Construction �] Ter —mite Treatment 776,70"Okeech,bbee, 0140.5,,West' fthh"B"eadh' FIS-33414 Phone: 1-:800-285MR7,178 fax: -561-- '0122' Property, Inf6rm'' ation, Treatment Date Time Lot Block Subdivision . amje—�- Siredt Address' -(If''known) staW. Zip'; -City Owner'8 Name (If known) 'uilder/.Contractor Name of Builder Shell Contractor ConstruOi6n :Type MI r'1onolithic DFloating/St6rilwall, QPatio Mrifty Mriveway ®Other: r Ud Tte- a- ion, od, V, men.r.", n orm'"th.. Tkeaini W,I)rpe: CIUndersl.ab 11-Patio/Driveway/tiitty Ofriiiall' 13'Woodtreatment 0. Bait System C3 Other, ftodtict-,!j 'Chisodiurn Octaborate .almidkloprid P, enn&hrin C06cedfra don -Square Feet Treated Cypermethrin Bifenthrity Other: Miked'Produet:'Applie-d Linear Feet Treated. qffAh'is. box -is checke'd: th6n Final Perimetertreat-m- en . fb' s, been. completed 'end the foll'oWing 5tatement-is ap''Plica,bi-0i"l- Ceftifild"ate -of Cofilpliance: This bui4din'g has received a complete treatment for the. ' prevention f reven ion o subterranean termites. This treatment is in accordance with the laws and,',r'ulos.e's'tabli.shbd,-'.'b',y-�-,-the Floridabdpartment of Agriculture and Consumer ,Services. App'licator'g Namd (please print) ,HES-TE019' 02114 Qator'7Signature Hulett PMirbnin*A Serviqei(6'201* 4 Pre -Construction Huz _ Termite Treatment ritviro:u .'TC■'vicesnerrtai 7670 Okeechobee Blvd., West Palm Beach, FI. 33411 Phone: 1-800-285-7378 Fax: 561-684-0122 Property Information Treatment Date Time Lot 1-10 Subdivision Name Street Address (If known) Block City State Zip Owner's Name (If known) Builder/Contractor Name of Builder Shell Contractor Construction Type O Monolithic OFloating/Stemwall OPatio OEntry 71Driveway OOther: ;y 4 l Prod uct''/Trda rnent Inform-ation } °. ' Treatment Type: ❑ Underslab ❑ Wood Treatment Product: ❑ Disodium Octaborate Mmidacloprid ❑ Pennethrin Concentration G-5-- Square Feet Treated ❑ Patio/Driveway/Entry 0 Final ❑ Bait System ❑ Other ❑ Cypermethrin ❑ Bifenthrin ❑ Other: Mixed Product Appliedj� r Linear Feet Treated 0-"-If this box is checked, then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with the laws and rules established by the Florida Department of Agriculture and Consumer Services. Applicator's Name (please print) HES-TE019 02/14 r Applicator's Signature Hulett Environmental Services© 2014 a* I If 0 ?-0277 APPLICATION # : p1'N 167090• STATE OF FLORIDA PERMIT . 5-6-SFA 555457 DEPARTMENT OF HEALTH DOCUMENT .#.: F.11,0:01442 ONSITE'SEWAGE TREATMENT AND DISPOSAL. SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE: PAID:08/1:8/2014 FEE PAID:515.00 RECEIPT #.:5&P1D=2475281 APPLICANT': Standard Pacific of Florida GP Inc. AGENT: Dave Fowler, (Culpepper & Terpening, Inc). "PROPERTY ADDRESS: 3055 NW Radcliffe Way PortSaint Lucie, FL 34952 LOT: 40 BLOCK: SUBDIVISION'. Riyerwood ID# : .4425-7030-045-000-2 CHECKED [XI ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] 1050.00 [21 483.00' [ ] [271 SURFACE WATER 190 FT [ ] [02.1 TANK MATERIAL Concrete [ ] [281 DITCHES 30, FT [ ] [031 OUTLET DEVICE [ ] [:29] PRIVATE WELLS FT ] [041 MULTI -CHAMBERED [ L.Ly N ] [ ] [30] PUBLIC WELLS FT [ ] [051 OUTLET FILTER Polylok PL-68 [ ] [311 IRRIGATION WELLS FT [ ] (06] LEGEND 1. 28-015-08DC3 2: 70-143-54SC4 [ ] [32-1 POTABLE WATER 60 FT [ ] [07] WATERTIGHT [ ] [331 BUILDING FOUNDATIONS 8 FT [ ] [081 LEVEL [ ] [341 PROPERTY LINES 12 FT [ ] [091 DEPTH.TO LID [ ] [351 OTHER FT DRAINFIELD.INSTALLATION FILLED ,/ MOUND SYSTEM [ ] [10] AREA [1] 657 [2] SQFT [ ] (36] DRAINFIELD COVER [ ] 1111 DISTRIBUTION BOX HEADER X. [ ] [371. SHOULDERS [ ] [121 NUMBER OF DRAINLINES 1. 4:00 2. [ ] [381 SLOPES ]. 1,131 DRAINLINE SEPARATION [ ] [391 STABILIZATION 08/03/2015 [ ] [141 DRAINLINE SLOPE [ ] [151 DEPTH'OF .COVER ADDITIONAL INFORMATION [, ] [16] ELEVATION [ ABOVE / BELOW IBM 12.00 [ ] (40] UNOBSTRUCTED AREA [ ] [1.71 SYSTEM LOCATION [ ] [411 STORMWATER RUNOFF [ ] [181 DOSING PUMPS [ ] (421 ALARMS [ ] [191 AGGREGATE SIZE [ ] (431 MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ ] [44] BUILDING AREA [ ] [211 AGGREGATE DEPTH [ ] [451 LOCATION CONFORMS WITH 'SITE PLAN FILL / EXCAVATION MATERIAL [ ] [461 FINAL SITE GRADING [ ] [22]' FILL AMOUNT [ ) [471 CONTRACTOR (Brian _Davis Septic). T ] (23'] FILL TEXTURE [ ] [481 OTHER INFILTRATOR Quick4 Plus. EQ36,LP [ ] [24] 'EXCAVATION DEPTH ABANDONMENT [ ] [251 AREA 'REPLACED [ ] [491 TANK PUMPED [ ] [2,6] REPLACEMENT MATERIAL [ ] [50] TANK CRUSHED & FILLED Comments: Comments are on. page 2. .CONSTRUCTION [ APPROVED / , f St: Lucie CHD DATE: 05/22/2015 DISAPPROVED ° Env up I ctor Faconti (Department of Health in St. Lucie County) FINAL SYSTEM [ APPROVED / DISAPPROVED ) ; �St. Lucie CHD. DATE: '08/03/20,15. ronmenta pec a st Jacob rc ner (Explanation of Violations on following page) DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of. 3 EH Database v 1.0.1 AP1167090 EID1555457 ft. C=7 Comments The system is sl2fed for 5 bedrooms with a maximum, occupancy, of 10 persons ;(2 per bedroom); for a total estimated flow of 520 gpd. System okto cover.,657 sq ft'drainfield.in trench format. Informed Paco onsitel Final approved..Slobes-and shoulders adequate; stabilized with sod. Final emailed to contractor and building dept.. 'DH 4016, 08%09 (Obsoletes all previous editions which may (not. be used) lncorporated: 64E-6.0:03, FAC Page 2 of 3 EH Database' vAIX.1 A01167090 EID1555467 INSULATION INSTALLATION CERTIFICATE Gale Insulation BUILDER It 340-td0..t"c, �r.6�-�- c. SUBDTVLSION. ilecb-end, JOB ADDRESS: (t) PMell, 01A CITY: Palm a PERMIT LOT/BLOCK: Ci The undersigned, hereby certifics that insulation has been installed in the above described property as -follows: I. Exterior CBS walls has been insulated with AeEAeCA"V t to a thickness of r" l inches, whi according to � 1 r 't�6 . will yield an, WI value of�. Exterior frame walls has been insulated with to a: thickness of inches, which according to :will yield an "R" value of 2. Ceilings (flat) has been insulated with to a thickness Of inches, which according to O f'Y ! will yield an "R" value of �. Ceilings (vaulted) has been insulated with to a'thickness of inches, which according to will yield an "R" value of 3. Interior knee walls has been insulated with to a thickness of inches, which according to will yield an "R?' value of 4. Garage Partition walls adjacent to conditioned living space has been insulated with F to a thickness of 0inches, which according, to 01-t'kir will yield an "R' value oft, General Contractor/Builder Signature THE AFF! NT, ,i�t q IS�PERSONALLY of �' zo Notary Public, State of Florida. Insulatian'Contractors Signature License *CGC1512179 MO KE Sworn to and subscribed before me'this day' 3601-A CROSSROADS PARKWAY a FT. PIERCE, FL 34945 FT. PIERCE (772) 465.9191 * VERO BEACH (772) 589.1514 * STUART (772) 2831251 TOLL FREE (866) 619-8456 • FAX (772) 489.6758 fAEMSM S. SAPP Notary, ftba • Stater of Sort t, v comm.14plriq Au0 t. X CamM54an # FF 41W Pre -Construction Termite Treatment c�nvironme:nl:nl met■wicaes " 7670 Okeechobee Blvd., West Palm Beach, FI. 33411 Phone: 1-800-285-7378 Fax: 561-684-0122 Property Information Treatment Date Time -/• C- Lot D Block Subdivision Name Street Address (If known) City State Zip Owner's Name (If known) Builder/Contractor Name of Builder Shell Contractor Construction Type 9T�To'nolithic []Floating/Stemwall []Patio []Entry []Driveway []Other: Product/Treatment Information Treatment Type: 0"( nderslab 71 Wood Treatment Product: ❑ Disodium Octaborate I idacloprid Permethrin Concentration i e, -�, —/o Square Feet Treated 3 VzlG 13 Patio/Driveway/Entry ❑ Final 71 Bait System ❑ Other 13 Cypermethrin Bifenthrin Other: Mixed Product Applied 31/a Linear Feet Treated 0 If this box is checked, then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with the laws and rules established by the Florida Department of Agriculture and Consumer Services. Applicator's Name (please print) HES-TE019 10/11 pplicator's Signature Hulett Environmental Services© 2011 ccmcx 5696633 Pei�- r 2-7-7 Plants Begin Loading: To Job., Arrive Job: Start Unload:' Finish Unload: Leave Job: Return Plant: ,1 S� Customer Code: Customer Name: o 44F i'O 5 I. I E I CG[\F:,TPZ1 t"T Td-t i Sy:�R ES. � C I-: Project Code: Project Name: .. `i { („tt..tr ` �.��'.� t tj"t r•_,l'�(�t`�"'�: %.iti is �'iL�t.;i Rt{�` l�:t.� Ticket Date: Delivery Address: ^, i 1 5 .. r_, ' Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number Order P.O. Number: PQ RELz:a},xE.�"�".i:'. .� rk `ors.:;? 40"3 t", 70 Map Page: Map/Row/Column: Dispatcher: Ticket Number: 33G,04085 . Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: f),73 . 7'"; L� _:, ijt,"i ^, r� I t�?(,..,L;;. ,, ry'pfJ, ;% .j r� -. . -7 ,ft C, i,i -o t_ @ -y nn r' 1..:y I.`; ltc._•t.:] 1.._0L:>IA-:-"L..l.•.. DL_FKr463� , SLAB LOAD CUMULATIVE ORDERED QUANTITY Q QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 50 771. 0.1 :{Dlr, 1 C, n : :4 L: i V I iZPiNiME"1 Ffi L.. lf-)! Cash Check # / Auth Code: Signature of Driver Receiving Cash: ].Check Charge Comments: WATER ADDED: Fr_ 0:36 Cash Received: Total COD Order Amount to Collect Without Standby Charges: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE tt ��tt CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: J SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation, CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to :the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information, returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED UTHORIZED SIGNATURE': �� F� within one business day after the receipt of materials. i j jyy 68UNIUERSAL L M tt Tf•;¢',• ;, ts;:i;T %`.'. ?, INVOICE This Delivery Ticket incorporates he.rei- M, reference Buyer's previously executed C—dit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatie any, and Seller's Order Confirmation (i: ling limitations of warranties), as, if fully set forth on this Delivery `Picket ("Agreemunt"). Seller will provide the Standard Tern., a„d Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly"agr&os to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type 1P), roof tile, and stucco. Concrete products include .Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause'eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritaticno eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may coritai'n silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large arn6unts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with :flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Lessner,, Suite 1900 V7 combined Houston, 'Texas 77024 02/12 ' For more information please visit imw cmnscaita c m. Este ticket de entrega include coma referencia al comprador (ya previ.amente ejecutada en su aplicaci6n de credito): cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garandas), como acuerdo total del ticket de entrega ("Contrato"). El ve.ndedorprovee.rd los t6rminos estand.ares y condiciones detal- lados en caso de asi ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionad.os y gue las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contacto; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos do agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcanica, arena, gravy y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo 1P), azulejo do azotea y estuco. Los productos de concreto i.ncl.uyen cemento Portland. y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos .incluyen cenizas volantes (fly ash) la coal puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos. piel y/o en la zona resp.iratoria. Polvo del manejo en el trituramiento, pulido, come y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes canticlades de agua. Las cenizas volantes pueden contener amoniaco. La humedad puede causar .la liberaci6n del amoniaco. La i.nhalaci6n del amoniaco puede causar toser, irritati6n o Seguridad: quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el. contacto con ojos y contacto prolongado con la piel. Use gua.ntes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Ldvese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecc16n respiratoria. Primeros aux.ilios: En caso de contacto en los ojos, inmediatamente iluya agua en la parte afectada por 1.5 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n m.6dica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para .mas info.rmaci6n visita www.cemexusa.corn. camax 56966335 Plant: Begin Loading: To Job: Arrive job: Start unload:. Unload: - LeaveJob- ReturnzPlant: Customer Code: Customer Name: Customer Job Number: 57 S I R, 'i S F P V I CES LIST, CONSTRU., I' C' 4 4 2 / 1-0 /3 -7 0 -'�2 Project Code: Project Name: Project P.O. Number: 0, 7 NA -MANT J ki THRLI "E. R 0 PO R UIRE '.-U I ED Ticket Date: Delivery Address: 0 e3 .11 1 ":5 0 R 1 k'r, R P, "' TO !Z. Delivery Instructions: prLTO C T I"'i, Order Code / Date: 0 2 4 ,, 15 Order P.O. Number: 4/1 2411� 40,130"70 Map Page: Map/Row/Column: Dispatcher: 14 F'a r I 11-1 g Ticket Number: 3 13 F-, -.0 3 6 7 0 Due On job: Slump: Truck Number: Driver Number: Driver Name: End Use: 1. 0 o *":" 5" �' 18 1 6 '11"Opl y1lf*�;!JU4 LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 10 -50 3 1i152536 -E500 Rli�b YD3 FEB 24 AN 7'46 1 4-,� -f�" Ej Z1, FILIE-1- 7 - .;-S) Cash Check #/ Auth Coder Signature of Driver Receiving Cash:, H.Check Charge Comments: Cash Received: Total COD Order -Amount to Collect I Without Standby Charges: WATER ADDED: OAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST:. CONCRETE D FEE PART 1AL. FULL 1-0�-AD YARDS SIGNATURE. C] LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL Any water added is at customers own risk. If water is av rridded on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to impoitant factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information.. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 0 - 68UNIVERSAL PRE".'V "[*PK-. 1-00E-3483, INVOICE LG'AD NUM.- 4 This Delivery Ticket incorporates herein k.-eference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati.or iny, and Seller's Order Confirmation (in ng limitations of warranties), as if fully set forth on this Delivery Ticket ("AgreenIUM'). Seller will provide the Standard Term..._ Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic .rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cau, eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritatffn to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may ctr Lain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large arhounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and. appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. if exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 rninutes. If dust is .inhaled, move to fresh a.ir.:If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial .Herrmann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci611 del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mi:smo. Acepta pagar e.1 .monto de acuerdo al Contrato; al menos que se idcnti- fique con Una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales comer piedra caliza, dolornita, granito, roea volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo 1P), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roea volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento Fresco y/o cenizas volantes pueden causar irritati6n en los Ojos, quemaduras en pie] y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, pie] y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o pefforaci6n puede contener materiales silicos, Jos cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tornar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n. del amoniaco puede causar toner, irri.taci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Ev.ite el. contacto con ojos y contacto prolongad.o con la pie]. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manor con jab6n suave y agua despues del manejo de rateriales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, i.nmediatam.ente fluya agua en .la parte afectada por .15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaei6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado ..Houston.. Texas 77024 02/12 Para inns informaci6n visita www.cemexusa.com. Permit No. J f NOTICE OF COMMENCEMENT Tax Folio No. 4425-703-0045-000-2 (oT4'. State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): Riverbend (PB 67-36) 3055 NW Radci ffe Way Palm City, FL 34990 General description of improvement: New Construction—SFR and or Pool Owner information or Lessee information if the Lessee contracted for the improvement: Name Standard Pacific of South Florida Address 825 Coral Ridge Drive, Coral Springs F1 33071 Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Standard Pacific of South Florida GP, Inc Contractor Address: 825 Coral Ridge Drive, Coral Springs F1 33071 Phone Number: 954-575-2524 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: 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: Robert Smithwick Phone Number: 954-594-0387 Address: 825 Coral Ridge Drive, Coral Springs FI 33071 In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty o perj declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowled a d b lief. (Signature of O or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Robert Smithwick- VP (Signatory's Title/Office) The foregoing instrument was acknowledged before me this q day of OC-i , 20 14 By Robert Smithwick as Officer for Standard Pacific of Florida e of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed ,,�' known X or produced Identification , ',Arg - DENISE BROWN (Signa ur of Notary Public -State of Florida) '� .�; (Print, Type, or Stamp Commissioned Name of Notaryc k: Commission # FF 14Q pp� of Id ntification produced -2 Expires November 4, 618 p, ,it0.r Ballad TW Troy Fein Insinnsa 8w M&? 18 ;uo-nwL- m;UF>O 0 *kzrn 2oPi oC PC) 0 . -4 nSR0=i amoZ= rn A '� rn N 0 3 0 m `c 0 R. ;0 z 0 0 c 0 0 c 4 RESIDENTIAL SINGLE FAMILY PLAN REVIE 2007 FLORIDA RESIDENTMI, CC Pagel of2 MANDATORY REQUIREMENTS A. through V. must be addressed A. Product Approval Affidavit B. Energy Code Form 600A-07 - verify square footage C. Manual "J"-90 summer/47winter- WPB area weather, equip. size, & type 'D. Health Department permit .or Utilities verification .jN:E. Zero Lot Line homes must meet fire and opening protection requirements. F. 1. Additions need floj d zone verification if appear to be close to a 50% increase In value (FEMA requirements) 2. Additions, repairs; alterations per F.B,C./Existing Building 2007 3. Lowest floor slab elevation .S t G. Foundation Plan: 51 1. Footing sizes and reinforcing steel _ 2. Interior bearing wall footings S1 3. Porch footings/pads S_1 4. Column pads s1 5. Posts/columns locations and vertical reinforcement J +�b. Frame construction—' min. 13" deep footings. 7. Structural concrete Subject .to salt.spray (min. 5000 p.s.i.) S! H. Roof Framing Plan! 52 I. Truss Connector Schedule -address girders .S6 3. Roof assembly described: type, materials, fasteners, flashing, wind resistance rating Sb K. Exterior Wall Section Sb L. Interior Bearing Wall Section A3A A4A M. Exterior elevations!— all sides AZ -S Az-q N. Design Pressures -heck exposure and end zones 53 O. Gable End Detail t S2- P. Lintel&ieadcr/Be.am.schedule-sizes/bearing, filled, reinforcing? _S' Q. Porch Framing -post and beam connectors, top & bottom S 1 R. Correct Codes listed S _3S. Floor framing plan 51 T. Design wind load information: 1. Basic wind speed —verify 2. Importance factor 3. Exposure =verify 4. Internal pressure coefficient Sb U, Tile roof installations f�. V, Rated separation between residence and garage. Engineered truss plans/shop drawings (roof/floor) X. Attic Live Load —1 ote additional live loads required for attic storage. ALL TRUSS:ENGINIERING/SHOP DRAWINGS MUST 13E SUBMITTED & APPROVED PRIOR TO INSTALLATION AS PER 2007 FBC 2303.4.1.2 A.B. Design Croup, Inc. d ARCHITECT STATE OF FLORIDA JAMES CANTWELL #AR 12079 1441 N. Ronald Reaggan Blvd. Lona.wood, FL 32750 PH: 407-774-6078 FAX: 407-77440 7S Architectural I icense #AA0003325 RESIDENTIAL PLAN REVIEW.CHECKLIST 4. 2007 FLORIDA 1t2F1SIDElV`TIAL CODE Page 2 of 2 STANDARD COMMENTS: Floor Plans �. 2,$,AZII. Egress Windows must be labeled on plan. Handicap Bathroom Door 2'-8" swing type or 2' 5" pocket. fa3. Water Heater- on pail, bollard, relief line cannot be trapped. �N j1 AZj4. Attic Access- minimum 22"x30" unless roof peak < 30" 5. Safety Glass- hazardous locations Details .5 Z 1, Roof and wall sheat 2. Buck details- windo 3. Chimney/Fireplacef 4. Stair details- tread a Pt 5. Butt glass- engineer. we�6. Glass block details 7. Window head, jamb _S ?, S. Frame to masonry c, /4 .,` _9. Exit /Escape door 0. Impact Protection Electric Plans — nailing zone pattern. doors, and garage doors mer- construction details iser, handrails and balcony railing details sill details. (Shutter attachment and substructure for fasteners) iection details resistant glazing or approved shutters) Bathroom — G.F.I. rebeptacles �`2. Kitchen — G.F.I. receptacles at counters _L3. Garage — Min. 1 G.F IL receptacle, if more all G.F.I. __EL4. Electric Panel Location S Electric Riser Diagram ".6. Receptacles — spacing and location M_7. Outside receptacles One G.F.I. I W.P. front and rear of house Switches location j51.9. Smoke detectors per bode — bedroom (sleeping) areas & stairs U.F:E.R. ground required V 1. Attic access light wJpull chain or switch 2. Disconnects at Water Heater & A.C. Units 3 Branch circuit arc -fault protection in bedrooms 1 e7-4. Toilet rooms (interior) shall be mechanically ventilated. 7 7�15. Electrical load calcs' C-1 16. Stair lighting - switch controlled at top & bottom of stairs 151 t_'_J 7. Carbon -monoxide detectors Mechanical pjj�� C duct layout with: 1 • Balanced return air: m l.du. Access to equipment in attic. M3. Duct wor `ection in garage. P. Plumbi ser diagram A.B. Design Group, Inc. ARCHITECT STATE OF FLORIDA JAMES CANTWELL #AR 12079 I441 N. Ronald Reagan Blvd. Longwood, FL 3275%74��75 PH: 407-774-6078 FAX: 407 Architectural I icense #AA0003325 ® — WALSH ENGINEERING, INC P.O. BOX 933, -BOCA RATON, FL 33429 (561) 362-0237 362-7414 (FAX) Nov 07, 2014 St. Lucie County Building Department Fort Pierce, Fl. Re: Standard Pacific Homes Riverbend, Palm City Lot # 40 Permit #: I LkA —O 2-7 "1 Chief Building Official, This letter is in regards to your comments about the roof design pressures The design pressures on sheet S 1 C have been revised. The pressure requirements of FBC R301.2(2) are VuLT pressures. The roof design pressures on Sheet S 1 C are the Vasa design pressures for the roof and the product approval roof pressures are VASD pressures. The Structural sections have been corrected. If I can be of further assistance to you please feel free to call. Sincerely, Stephen R. Walsh 11/07/2014 A®�9D 1111111111 joaEV R. W ®®®ore �e\.O�eS•��e. �.d VV � A e � v ry O E F e' 4V� �a 6AA9B@0�186�990a��''m STRUCTURAL ENGINEER, P.E. #33915 — CERTIFICATE OF AUTHORIZATION #27170 WALSH E GINEEI MG., WC P.O. BOX 933, BOCA RATON, FL 33429 (561) 362-0237 362-7414 (FAX) Oct 10, 2014 St. Lucie County Building Department Fort Pierce, Fl. Re: Standard Pacific Homes Riverbend, Palm City Lot # 40 Permit #: Chief Building Official, This letter is in regards to your comments about the roof design pressures Roof design pressures were added to sheet S 1 C If I can be of further assistance to you please feel free to call. Sincerely �tottealo 1111111 4 e V�MR. S�`��' �s®� St6heV .� ll /10/t 1 3 95 ° ° o Val AL � S�®�9AL ®�89�a9Bda64�5��6 STRUCTURAL ENGINEER, P.E. #33915 — CERTIFICATE OF AUTHORIZATION 927170 JOSEPH E. SMITH, CLERK-^^ THE CIRCUIT COURT - SAINT LUCIE COM FILE # 4002937 OR B00� i79 PAGE 2562, Recorded 10/10/2014 1:01 PM NOTICE OF COMMENCEMENT Permit No. ILW9t--02-11 Tax Folio No. 4425-7n3—noas_non_2 State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter713, Florida Statutes, the following Information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): Riverbend(PEI 67-36) 3n55 NW Radcl;ffP way Palm City, FL 34990 General description of improvement: New Construction-SFR and or Pool Owner Information or Lessee informattlon If the Lessee contracted for the Improvement: Name Standard Pacific of South Florida Address 825 Coral Ridge Drive, Coral Springs F1 33071 Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Standard Pacific of South Florida GP, Inc Contractor Address: 825 Coral Ridge Drive, Coral Springs F1 33071 Phone Number: 954-575.2524 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: S Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(3) (a)7., Florida Statutes: Name: Robert Smithwick Phone Number: 954-594-0387 Address: 825 Coral Ridge Drive, Coral Springs F133071 In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 71_ 3.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AN D CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty o per) , declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowled a d b lief. (Signature of or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Robert Smithwick- VP (Signatory's Title/Office) The foregoing instrument was acknowledged before me this q day of QC r , 20 14 By Robert Smithwick as Officer for Standard Pacific of Florida f Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed no d known X or produced Identification_. (Slgna u of Notary Public- State of Florida) QW.it DENISE BROWN .'Comna FF 1 gpaa (Print,Type, or Stamp Commissioned Name ofNotary Expires NDvember4{✓3of Id ntification produced ema,erm tmrr. umoxsaom STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. M T {, CLERK By: n,. a GI Ik / Dato: V 0 PORrsT CITY OF PORT ST. Lum UTILITY SYSTEMS DEPARTMENT 900 SE Ogden Lane Port St. Lucie, FL 34983. (772) 873-6400 — TDD Accessible �oem►(772.) 871-6715 — FAX Jesus A. Merejo, Director ACCEPTANCE OF COMPLETION OF CONSTRUCTION FOR APPROVAL TO PLACE A POTABLE WATER DISTRIBUTION SYSTEM INTO OPERATION Permittee: Michael DeBock, Vice President Date: 09/10/2014 Permit Number: W13-006 Address: Standard Pacific of Florida 15360 Barranca Parkway PWS Id No: 4560954 Irvine, CA 33609 PSLUSD Project No: 5163 RE: Riverbend Subdivision Onsite Water Main — Entire Project 1,575 LF of 6" Water Main and 2,380 LF of 8" Water Main We are in receipt of your Request for Approval to Place a Water Distribution System into Operation, for the project authorized by the above referenced permit number that the subject water main distribution system extension has been constructed, tested, and disinfected in accordance with the plans and related materials permitted by this agency, and is now ready for operation. Based on your engineer's certification of construction completion, satisfactory bacteriological results, and the pressure & leakage test report for the above -referenced project, the project is hereby released for service in substantial accordance with the approved plans with the understanding that the project will be operated in compliance with Florida Administrative Code (F.A.C.) Chapter 62-604. tAppromal2of-.i—ndhaduatgconrat�ctior-§tt6%-"Pcompleted distribution system must be obtained from the City of Port St Lucie Utility Systems Department, separate of this notice by a Letter of Acceptance by the Utility Director or his designee. /� Laney Southerly, PE PSLUSD Engineering Manager C: Jesus A. Merejo, Director, Utility Systems Department PSLUSD Permit Manager Project Manager FOR Project File Page 1 of 1 a�QORrsr CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT 900 SE Ogden Lane FcoRiD9' Port St. Lucie, FL 34983 AatyforAllAgm- (772) 873-6400 — TDD Accessible (772) 873-6405 FAX Jesus A. Merejo, Director Steptember 11, 2014 Patrick J. Ferland, P.E. Culpepper & Terpening, Inc. 2980 South 25th Street Ft Pierce, FL 34981 Email: pferiand@ct-eng.com RE: Letter of Acceptance Permit Number: W13-006 Issue Date: 06/10/13 Project: Riverbend Subdivision Project #: 5163 We are in receipt of, and have accepted your ownership transfer documentation (turnover package) for the project authorized by the permit referenced above. Based on our acceptance of ownership and the responsibility of maintenance of Port St Lucie Utility Systems Department (PSLUSD) owned portion of the above referenced project by the PSLUSD; you may now receive water and/or wastewater service from the PSLUSD. Monthly billing has begun. Special conditions, if any, are attached to this letter. Should you have any questions, please feel free to contact Lisa Campbell at (772) 873-6301 or Iampbell@cityofpsl.com. Sincerely, Jesus A. Merejo Director C: Owner Applicant File Page 1 of 1 Standard Pacific Homes (Company/Individual Name) PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY will be using the following sub -contractors for the project located at S055 NW Radcliffe Way Lot 40 (Street address or Property Tax ID #) 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 AC Quality Electric -Gary R. Evans EC13004128 Specialized Home Electronics, Inc -Dwayne Dia 92-CLVB-338-X Plumbing Ridgeway Plumbing CFC019077 Gary Kozan IIVAC/ Mechanical Engineered Air CAC045860 Dennis A. Duff Roofing CJM Roofing CCC1327323 Stephen Mallek Gas NA OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: —�a PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (lfapplicable): AC Quality Electric (Company Name/Individual Name) EC13004128 have agreed to be the Electrical sub -contractor for Standard Pacific (Type of Trade) (Primary Contractor) for the project located at ?orb NJW Z0acl.1� (Project Street Address or Property Tax ID 4) 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED ,�A W-(:)— z;,, Gary R . Evans lb SIGN RE PRINT NAME DATE Business Name: AC Quality Electric Address: 2307 NW 115 Ave City/State/Zip: Coral Springs, F1 33065 Phone: 954-294-0101 OFFICE USE ONLY: email: al@accualityelectric.com PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): Ridgeway Plumbing (Company Name/Individual Name) CFC019077 have agreed to be the Plumbing sub -contractor for Standard Pacific (Type of Trade) (Primary Contractor) for the project located at :,z 055' (•-� �``-� (Project Street Addressor 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Gary Kozan SIGNATURE. PRINT NAME Business Name: Ridgeway Plumbing Address: City/State/Zip: Phone: 640 Industrial Ave Boynton Beach, F1 33426 561-732-3176 nFi TirF. TTv%F, ONT,V: 09/19/2013 DATE email: kathy@ridgewayplumbing.com v PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): Engineered Air (Company Name/Individual Name) HVAC (Type of Trade) CAC045860 sub -contractor for have agreed to be the Standard Pacific (Primary Contractor) for the project located at ac5.s Klty Z1 64,36� VJ (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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Conti -actor's License) (.)R!C:'i N 1�, RJ S I .;i Ci �: ��l 111.ZE.i Dennis A. Duff SI NATURE PRINT NAME )) 1 3 DATff Business Name: Engineered Air Address: 2520 N. Andrews Ave Ext City/State/zip: Pompano Beach, FL 33064 Phone: 954-449-1600 email: chriswCED-engineeredairlc.com OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDINGPERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: !> State of Florida Certification Number (ifapplicabie): CCC132732 CJM Roofing have agreed to be the (Company Name/Individual Name) Roofing sub -contractor for (Type of Trade) Standard Pacific (Primary Contractor) for the project located at N LJ ctA!�_, 4I (Project Street Address or Property Tax ID #) I 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Le I&/< Stephen Mallek 10/7/13 SIGNA PRINT NAME DATE Business Name: CJM Roofing Address: 4365 Okeechobee Blvd. City/State/Zip: WPB, FL 33409 Phone: 561-722-5988 OFFICE USE ONLY: email: tamLny@cjmroofing@gmail.com PERMIT* ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (I£ applicable): 1z_q=, )a-_ 1 Specialized Home Electronics, Inc. (Company Name/Individual Name) have agreed to be the Low voltage sub -contractor for Standard Pacific (Type of Trade) (Primary Contractor) for the project located at -vvSs� N W jZactcgr . (tif (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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED CT PRINT NAME DATE Business Name: Specialized Home Electronics, Inc Address: 12940 SW 128th Street City/State/Zip: Phone: Miami, FL 33186 305-255-4466 email: rbarker@shealarms.com OFFICE USE ONLY: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 30$� UKJ VJ" Palm City, Fl 34490 (Parcel Id#/Legal for which I have applied to 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 in 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 be 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. Robert S�ik Z Property Propdiy • lgDate STATE OF FLORMA, COUNTY OF Broward ACKNOWLEDGED BEFORE ME THIS b DAY OF 20 14 BY Robert Smithwick WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SIG ATURE OF NOTARY PUBLIC COMMISSION NUMBER AS IDENTIFICATION. Denise Brown TYPE OR PRINT NOTARY 1�� P CENgi @ROWN omhi s�b� # FF 140607 o Expires November4, 2018 � P ''pf rl;'g�� Bonded TFuu Troy Fetn Insurance 800386-7018 SLCPDSD Revised 08/24/2010 I I oil' 00 hx. n1j. ftpeil d4.rm .2 0 A .0 IN,VfV�MNM - MWPVMPN, JIM AM WPE:Of NAM VMtWMAY ONSE NOW IP?t IN Mfftim-olff'opy". All Li 521 NW Enterprise o .w Florida 34986 (772) 924-3575 • (772) 924-3580 (fax) f E E c Public Works ORION i oF v St. Lucie County, FL yTFRNATtG�P IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Riverbend Project ID: 13-0183.00 Address: St. Lucie County, Florida Report ID: D-0124 Client: Standard Pacific Homes, South Florida Date: 2/10/2015 Permit No: N/A Field Tech: Daniel Decaro Test Mode: Direct Transmission Area Tested: Lot No. 40 - foundation pad Soil Description: brown fine sand Proctor / LBR ID: P-007 Max Density (PCF): 106.0 Opt Moisture (%)`. 12.0% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location f'o Results Northwest area 12 0-1 117.0 105.2 11.2% 99.2% Pass Center 12 0-1 115.5 104.1 11.0% 98.2% Pass Southeast area 12 0-1 116.1 104.8 10.8% 98.9% Pass Testing Gauge Information: Manufacturer: Troxler Model: Density Standard (DS): 2173 Remarks: Testing completed - below slab grade iena Tor tlevatlon: = Proofroll = Springline = Subgrade = Basecourse P = Top of Pipe 1, 2, 3 = 1st, 2nd, 3rd Lift FL = Final Lift BG = Below Grade BOF = Bottom of Footing FG = Finished Grade 3430 S/N: 34784 Moisture Standard (MS): 609 FBPE rest report shall not be reproduced, except in full, without the written approval of GFA International Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • Florida's Leading Engineering Source www.teamgfa.com ;ernati [��I,1,nN. 4*` � i4 P i a= 01' q. AnaIlEn'wo 675 ZZCEMEX 4-6 Plant. Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: � - . f", ' M i ;�, - ', , —, �-. 1. -L-. _ - _-J __: i _. - i"4 .-, : ''. F" " '. :' 1 '-" ('_ 17kl F Sr' j f ir 4 1 _r. Pr_oJect Code: Project Name: Ir f t) % Ticket Date: Delivery Address: J Delivery Instructions: Customer Job Number: Order Code Date: Project P.O. Number: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: r Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: 1 0 ��! f" � •3, 3 . I -, .1 -1 L 1'. E -41 W C LOAD QUANT ITY TITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT )(K Si 0 1 Di �11F' rL Cllfff G Cash Check # Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: f GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE U.. L 1.- 0 1-4 11) 1 IRE El LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own -risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your, safety and health. . Plbaseirefer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling informati6n,,-and to the material safety dat6 sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 0; 68UNIVERSAL INVOICE 71 t�(IE: -lum This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, SeljBi... Terns and Conditions, Seller's Quotatic any, and Seller's Order Confirmation (ii ling limitations of warrantiset forth on this Delivery Ticket ("Agree t"). Seller will provide the StandardTern id Conditions upon request. that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occunfing materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and othe siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust .is inhaled, move to fresh air. If wet cement contacts s.ki.n, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye coma referencia al comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos estdndares y condiciones detal- lados en caso de asf ser reque.ridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregad.os como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AUKLUAVON / l EMENTO / YKUllUUTUS llE UUN(:1ZETO / UENIGAS VULANTES Los productos de agregados son materialu*,naturales como piedra caliza, dolomita, granito, rota volednica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo 1P), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza. dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pu.lido, corte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura edlida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Se uridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o g quemaduras en ]a nariz, garganta y pulmones. Aeud.ir inmediatamente al medico. El riesgo en la salud. depende en ]a durac.i6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto pro.longado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos etas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la paste afectada por 15 minutos. Si se inhala polvo, exp6ngase a afire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informati6n visita www.cemexusa_.,..com. zr� � I Nog-°''77 Plant: Begin;`Loa ding: To Job: Arrive Jab: , Start:.Unload: Finish Unload: LeaveJob: Return Plants Customer Cade: Customer Name: 4 Customer Job Number:_ Order Code / Date: �^ i I.t i• hv.�s;... - J _ _ •" A a,r- me. Project Code: Prolecf Na .-.w)� Project P.O: Number: Order. I.O. Number. I, >!_rC. 7 I`A - �afii P. j'.�.N 3 � If--l�,-� V, l�#_? Pf #�� 4 �€-� � RE , w�a..,,+'.�rt.;r Ticket Date: Delivery Address: Map Page. Map/Row/Column: ar" I Delivery Instrunilons: .� . Dispatcher: Ticket Number: l .l633 r til Y Due On Job: Slump: Truck Number: Driver Number: f®rlye, Name: End Use: LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT AR . 2 AM 9:21i. :., 00 Cash Check #YAuth Code: Signature of Driver Receiving Cash: Cash Received:.. Total COD Order Amount to Collect Without Standby Charges: Check Charge n/ Comments: WATER ADDEP� GAL YARDS IN DRUM: ` v WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: t F%_ D 1—IS 1 '0E11C-)L. FEi SIGNATURE l-'n i .T "1L, FULL ? t J;--11 � `��i}" DS, �_._. - _- -- ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to, us in writing AUTHORIZED SIGNATURE within one business day after the receipt of materials. 0 68UNIVERSAL l:`/ R V TI:tK W INVOICE I_OnD MUM h i This Delivery Ticket incorporates 1- -- n by reference Buyer's previously execr` Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quc )n, if any, and. Seller',, Order Cortfirmati( icluding limitations of warranties), as .if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard 'i errns and Conditions upon request: Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo-, nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to mast above .recommended limits (see MS:DS), wear suitable NI:OSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust .is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/1.2 For more information please visit www,cemexusa.com. Este ticket de entrega ineluye como referenci.a al comprador (ya previamente ejecutada en su apl.ieaci6n de credito); cualquier terrnino estindar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y (yarant%as), como a.cuerdo total del ticket de entrega ("Contrato" ). El vendedor proveera los terminos estdndares y condiciones detal- lados en caso de as% ser requeridos. Con este documento, el comprador acepta los mis.mos ya antes mencionados y que .las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrcto: al mends que se identi- fique con una nota al frente de este documento. AGREGADOS / C:EMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolom.ita, granito, coca volednica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azalejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra ca:liza, dolornita, granito, roca vo.lcanica, arena, grava, y otros materiales silicios. Estos productos incluyen. cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silieio eristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el tr.ituramiento, pul.ido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La hurnedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El .riesgo en la salad depende err la duraci6n y el nivel de ]a exposici6n. Seguridad: Evite el contacto con ojos y contacto pro.longado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n..Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios' polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Pri.m.eros auxilios: En caso de contacto en los ojos, inmediatamente f .uya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si eJ cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6❑ medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mds informaci6n visita www.cemexusa.com. Building Permit # -�� - Planning & Development Services Department Building & Regulations Division ` Product Review Affidavit Lot 40 Owners Name Standard Pacific Homes Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows +42.5/-57.5 +80/-80 PGT 700 FL-11-1013.14 Impact 2-Tapcon in Head, 5-Jamp Mullions PGT FLA 1-0922.01 Fixed Glass +43.9/-47.5 +80/-80 PGT 701 FLA3-0502.03 Impact Tapcons-Max O.0 Spacing 12" Block Glass NA Skylights NA Sliding Glass Doors Swing Type Doors +40.01-43.6 +50/-55 Therma Tru Smooth Star FL-14665.1 Imapct Wood Screws French Doors +34.9/-38.5 +55/-55 Therma Tru Smooth Star FL12334.1 Impact Install w/CBS Const. 1X buck w/ITW 1/4" anchors Garage Doors +40.4/-36/8 + Amarr 950 13-0503.6/.8 Impact 2 X 6 Vertical wood jam attachment to 2000 PSI Concrete using Hurricane Protection NA Hitli quick bolts • Roof Ventilation P (1)-40.9 Roofing Material NA (2) -71.3 Eagle Roofing Double Eagle FL7473.R5 NA " Mechanically (2) #8 2 1/2 Screws I have a-eviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: I iONA-C-L 4U6J -K Signature: Ad f seal Design ProfCert. No. A-i-00 80 R Z Date: / b 2-Z FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Standard Pacific RB Fairfield Model Lot 40 Builder Name: Standard Pacific Homes Street: 3 G 55 /-1 6-1 ( O'L- k�3� c-J � Permit Office: City, State, Zip: Port St. Lucie , FL , Permit Number: Owner: Standard Pacific Homes Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types(4146.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 3730.70 ft2 b. Frame - Wood, Adjacent R=11.0 416.13 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. NIA R= ft2 5. Is this a worst case? No 10. Ceiling Types (2651.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2651.00 ft2 6. Conditioned floor area above grade (ft2) 4159 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Duds R ft2 7. Windows(558.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: AC 1 First Floor 6 640 a. U-Factor: Dbl, U=0.60 363.14 ft2 b. Sup: Attic, Ret: Attic, AH: AC 2 Second Floor 6 420 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.40 175.23 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.31 a. Central Unit 47.5 SEER:15.00 b. Central Unit 28.8 SEER:15.25 c. U-Factor: Dbl, U=0.77 20.00 ft2 SHGC: SHGC=0.22 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 46.5 HSPF:8.50 SHGC: b. Electric Heat Pump 28.6 HSPF:8.70 Area Weighted Average Overhang Depth: 3.077 ft. Area Weighted Average SHGC: 0.307 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2651.0 sqft.) Insulation Area EF: 0.910 a. Slab -On -Grade Edge Insulation 9 R=0.0 2651.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R=( ft2 15. Credits Pstat Glass/Floor Area: 0.134 Total Proposed Modified Loads: 52.90 PASS Total Standard Reference Loads: 82.00 1 hereby certify that the plans and specifications covered by Review of the plans and .013 STq�� this calculation are in compliance with the Florida Energy specifications covered by this 0 1+ Code. l{Digitally signed by Chris Wildroudt ' DN: cn=Chris Wildroudt, c=us, calculation indicates compliance z i. ,�� Chris�� PREPARED BY: ' o=Engineered Air, LLC,ou=New j, ',Construction sales and with the Florida Energy Code. Before is fur„¢' „ O DATE: ngineenng, eriraal=gt#sv@engneeredadlc. construction completed this building will be inspected for +, - a a ll � v,= compliance with Section 553.908 * �' Date: 2014,08.1913:20:51 -04'oU °' I hereby certify that this building, as'designed, is in compliance Florida Statutes. 1 �r g with the Florida Energy Code. CDD WE OWNER/AGENT: f BUILDING ,OFFICIAL: DATE: 3 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Heat sys #2 may be undersized. Size of 28.6 was increased to 28.6 for simulation. Please review the Manual J8 report. 8/18/2014 1:19 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Standard Pacific RB Fairfield Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 4159 Lot # 40 Owner: Standard Pacific Homes Total Stories: 2 Block/SubDivision: Riverbend # of Units: 1 Worst Case: No PlatBook: Builder Name: Standard Pacific Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: County: St. Lucie Jurisdiction: Whole House Fan: City, State, Zip: Port St. Lucie , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 2652 28296.8398 2 Block2 1507 14060.3095 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 AC 1 First Floor 2652 28296.84 No 7 2 1 Yes Yes Yes 2 AC 2 Second Floor 1507 14060.31 No 3. 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio AC 1 First Floor 226 ft 0 2651 ft2 ___ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 2965 ft2 0 ft2 Medium 0.65 No 0.9 No 0 26.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2651 ft2 N N 8/18/2014 1:19 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) AC 1 First Floor 30 1119 ft2 0.11 Wood 2 Under Attic (Vented) AC 2 Second Flo 30 1532 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To Space Wall Type1 E Exterior Concrete Block - Int InsAC 1 First Flo 4.1 23 0 10.67 0 245.4100 0.4 0 0.4 0 2 N Exterior Concrete Block - Int InsAC 1 First Flo 4.1 50 0 10.67 0 533.5 ft2 0.4 0 0.4 0 3 W Exterior Concrete Block- Int InsA3 1 First Flo 4.1 46 0 10.67 0 490.8200 0.4 0 0.4 0 4 W Exterior Concrete Block - Int InsAC 1 First Flo 4.1 19 0 10.67 0 202.7299 0.4 0 0.4 0 5 S Exterior Concrete Block - Int InsW 1 First Flo 4.1 28 0 10.67 0 298.7600 0.4 0 0.4 0 6 S Exterior Concrete Block - Int InsAC 1 First Flo 4.1 13 0 10.67 0 138.7100 0.4 0 0.4 0 _ 7 E Garage Frame - Wood AC 1 First Flo 11 33 0 10.67 0 352.1100 0.4 0.4 0 _ 8 S Garage Frame - Wood AC 1 First Flo 11 6 0 10.67 0 64.02000 0.4 0.4 0 9 E Exterior Concrete Block - Int InsAC 1 First Flo 4.1 8 0 10.67 0 85.36000 0.4 0 0.4 0 10 E Exterior Concrete Block - Int InsAC 2 Second 4.1 52 0 9.33 0 485.1600 0.4 0 0.4 0 11 S Exterior Concrete Block - Int InsAC 2 Second 4.1 41 0 9.33 0 382.5299 0.4 0 0.4 0 12 W Exterior Concrete Block - Int InsAC 2 Second 4.1 52 0 9.33 0 485.1600 0.4 0 0.4 0 13 N Exterior Concrete Block - Int InsAC 2 Second 4.1 41 0 9.33 0 382.5299 0.4 0 0.4 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood AC 1 First Flo None 0.39 2.67 0 8 0 21.36000 2 E Wood AC 1 First Flo None 0.39 2.67 0 8 0 21.36000 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.6 0.31 32.34000 2 ft 0 in 12 ft 0 in None None 2 E 1 Metal Low-E Double Yes 0.4 0.31 12.31999 2 ft 0 in 10 ft 0 in None None 3 N 2 Metal Low-E Double Yes 0.6 0.31 22.68000 2 ft 0 in 12 ft 0 in None None 4 N 2 Metal Low-E Double Yes 0.4 0.31 23.20499 2 ft 0 in 12 ft 0 in None None 5 N 2 Metal Low-E Double Yes 0.4 0.31 8 ft2 2 ft 0 in 2 ft 0 in None None 6 W 3 Metal Low-E Double Yes 0.6 0.31 48.51000 2 ft 0 in 12 ft 0 in None None 7 W 3 Metal Low-E Double Yes 0.6 0.31 27.34560 2 ft 0 in 2 ft 0 in None None 8 W 3 Metal Low-E Double Yes 0.4 0.31 28.125 ft2 2 ft 0 in 2 ft 0 in None None 9 W 3 Metal Low-E Double Yes 0.77 0.22 20 ft2 2 ft 0 in 2 ft 0 in None None 10 W 3 Metal Low-E Double Yes 0.4 0.31 9.180000 2 ft 0 in 2 ft 0 in None None 11 W 4 Metal Low-E Double Yes 0.6 0.31 38.99279 10 ft 0 in 2 ft 0 in None None 12 W 4 Metal Low-E Double Yes 0.4 0.31 28.125 ft2 10 ft 0 in 2 ft 0 in None None 13 S 5 Metal Low-E Double Yes 0.6 0.31 16.17000 2 ft 0 in 2 ft 0 in None None 14 S 6 Metal Low-E Double Yes 0.6 0.31 16.17000 6 ft 0 in 2 ft 0 in None None 15 E 10 Metal Low-E Double Yes 0.4 0.31 8 ft2 2 ft 0 in 2 ft 0 in None None 8/18/2014 1:19 PM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 r V WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Omt ID Frame Panes NFRC Overhang U-Factor SHGC Area Depth Separation Int Shade Screening 16 17 18 19 20 21 22 23 E 10 Metal S 11 Metal S 11 Metal W 12 Metal W 12 Metal N 13 Metal N 13 Metal N 13 Metal Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes 0.6 0.31 58.51999 2 ft 0 in 2 ft 0 in 0.4 0.31 4 ft2 2 ft 0 in 2 ft 0 in 0.6 0.31 14.62999 2 ft 0 in 2 ft 0 in 0.4 0.31 44.27160 2 ft 0 in 2 ft 0 in 0.6 0.31 58.51999 2 ft 0 in 2 ft 0 in 0.4 0.31 6 ft' 2 ft 0 in 2 ft 0 in 0.6 0.31 29.25999 2 ft 0 in 2 ft 0 in 0.4 0.31 4 ft2 2 It 0 in 2 ft 0 in None None None None None None None None None None None None None None None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 600 ft2 600 ft2 102 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 5454.5 299.44 563.15 ' 0.4493 7.7265 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump None Electric Heat Pump None HSPF: 8.5 46.5 kBtu/hr HSPF: 8.7 28.6 kBtu/hr 1 2 sys#1 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 15 47.5 kBtu/hr 1425 cfm SEER: 15.2528.8 kBtu/hr 864 cfm 0.75 1 0.75 2 sys#1 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.91 50 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' 8/18/2014 1:19 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS V --- Supply---- -- Return ---- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 640 ft2 Attic 102 ft2 Default Leakage AC 1 First F (Default) (Default) % 1 1 2 Attic 6 420 ft2 Attic 96 ft2 Default Leakage AC 2 Secon (Default) (Default) % 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan HeatinHJan Feb Feb Mar Mar Apr [ Appr [ May May Jun Jul rl JunIXI Jul X Aug Au X Sep Se Oct Oct Nov Nov H Dec HDec Ventin Jan Feb X Mar A r [ Ma Jun Jul Aug Se [X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 - 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/18/2014 1:19 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: Port St. Lucie, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 this of code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker q (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 l/ + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from M14 site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/18120141:19 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 65 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft� 7. Windows" Description a. U-Factor. Dbl, U=0.60 SHGC: SHGC=0.31 b. U-Factor. Dbl, U=0.40 SHGC: SHGC=0.31 c. U-Factor: Dbl, U=0.77 SHGC: SHGC=0.22 d. U-Factor. WA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: , Port St. Lucie, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 3730.70 ftz b. Frame - Wood, Adjacent R=11.0 416.13 ft 1 c. N/A R= ft2 5 d. WA R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 2651.00 ft' 4159 b. N/A R= ft2 c. N/A R= ft' Area 363.14 ft' 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: AC 1 First Floor 6 640 b. Sup: Attic, Ret: Attic, AH: AC 2 Second Floor 6 420 175.23 ft2 12. Cooling systems kBtu/hr Efficiency 20.00 ft2 a. Central Unit 47.5 SEER:15.00 b. Central Unit 28.8 SEER:15.25 ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 46.5 HSPF:8.50 3.077 ft. b. Electric Heat Pump 28.6 HSPF:8.70 0.307 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2661.00 ft2 b. N/A R= ft2 c. N/A R= ft2 14. Hot water systems Cap: 50 gallons a. Electric EF: 0.91 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 9 I l ice( Address of New Home: 'J 0 �� ,�.+�) (ZQ cc-1,F City/FL Zip: 4)), y�� F a *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Fairfield Model HVAC Load Calculations for Standard Pacific Homes Prepared By: Greg Bolinsky Engineered Air LLC CACO45860 2520 N Andrews Ave Ext Pompano Beach, FL 33064 954 974-7277 Wednesday, February 05, 2014 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads > Elite'Software;:Development, Inc.. Engineered Air, LLC Fairfield Model Mar ate, FL 33063 Page 2 Project Report General Project Information Project Title: Fairfield Model Designed By: Greg Bolinsky Project Date: Friday, November 1, 2013 Client Name: Standard Pacific Homes Company Name: Engineered Air LLC CACO45860 Company Representative: Greg Bolinsky Company Address: 2520 N Andrews Ave Ext Company City: Pompano Beach, FL 33064 Company Phone: 954 974-7277 Company Fax: 954 973-1883 [Design Data Reference City: Fort Pierce, Florida Building Orientation: House faces East Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter. 42 39.4 n/a n/a 70 n/a Summer: 90 75 50% 50% 73 46 ChecUi ures Total Building Supply CFM: 2,262 CFM Per Square ft.: 0.559 Square ft. of Room Area: 4,047 Square ft. Per Ton: 714 Volume (ft3) of Cond. Space: 41,219 [BuildingLoads,... Total Heating Required Including Ventilation Air: 43,428 Btuh 43.428 MBH Total Sensible Gain: 49,709 Btuh 73 % Total Latent Gain: 18,306 Btuh 27 % Total Cooling Required Including Ventilation Air: 68,015 Btuh 5.67 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. S:\ ...\Stan Pac RB Fairfield 6511 Port St. Lucie.rh9 Wednesday, February 05, 2014, 1:21 PM Rhvac -Residential & Light. Commercial HVAC Loads " Elite`Software'Development, Inc. Engineered Air, i[C ® Fairfield Model Margate, FL 33063 Page 3. Total Building Summary Loads Component Area Sen Lat ; Sen Total Description ; _� Quan Loss Gain, Gain' Gain. Lo-E operable: Glazing-Low-E Operable Glass, u-value 363.1 6,108 0 11,320 11,320 0.6, SHGC 0.31 Lo-E Fixed Glass: Glazing -Low E Fixed Glass, u-value 175.2 1,963 0 4,707 4,707 0.4, SHGC 0.31 Lo-E French Door: Glazing-Low-E French Door, u-value 20 431 0 685 685 0.77, SHGC 0.22 11 D: Door -Wood - Solid Core 42.7 250 0 250 250 13A-4ocs: Wall -Block, board insulation only, R-4 board 3086.9 12,359 0 7,637 7,637 insulation, open core, siding finish 1213-0sw: Part -Frame, R-11 insulation in 2 x 4 stud 394.8 574 0 574 574 cavity, no board insulation, siding finish, wood studs 13A-4ocs: Part -Block, board insulation only, R-4 board 64 137 0 137 137 insulation, open core, siding finish 16D-30: Roof/Ceiling-Under Attic with Insulation on Attic 2583 2,315 0 2,645 2,645 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A-pl: Floor -Slab on grade, No edge insulation, no 226 6,258 0 0 0 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 30,395 0 27,955 27,955 People: 10 3,000 3,000 6,000 Equipment: 9,000 7,200 16,200 Lighting: 0 0 0 Ductwork: 5,211 2,197 5,965 8,162 Infiltration: Winter CFM: 254, Summer CFM: 131 7,822 4,109 2,439 6,548 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 3,150 3,150 Total Building Load Totals: 43,428 18,306 49;709 68,015 Check Fi ures . " Total Building Supply CFM: 2,262 CFM Per Square ft.: 0.559 Square ft. of Room Area: 4,047 Square ft. Per Ton: 714 Volume (ft') ofCond. Space: 41,219 Building "Loads_n s: Total Heating Required Including Ventilation Air: 43,428 Btuh 43.428 MBH Total Sensible Gain: 49,709 Btuh 73 % Total Latent Gain: 18,306 Btuh 27 % Total Cooling Required Including Ventilation Air: 68,015 Btuh 5.67 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. S:\ ...\Stan Pac RB Fairfield 6511 Port St. Lucie.rh9 Wednesday, February 05, 2014, 1:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Engineered Air, LLC Fairfield Model Margate, -FL 33063 Page 4 System I Room Load Summary Htg Min Run ;Run-1 -� -Clg_ Clg ;' Min Act. Room Area: Send; �:Hfg - Duct: 4uct : Sens Lat Clg _ Sys No: Name SF' _ ., < 9 Btuh'. ,. CFM � Size. �Uel°. ` Btuh: =Btuh .CFM ..: CFNI_' --Zone 1-- 1 AC 1 - First Floor 2,583 28,213 367 13-6 538 30,201 10,847 1,374 1,374 Duct Latent 1,479 System 1 total 2,583 28,213 367 30,201 12,326 1,374 1,374 System 1 Main Trunk Size: 12x19 in. Velocity: 868 ft./min Loss per 100 ft.: 0.103 in.wg -Coolin : System Summary': Sensible '' , Latent Total lions,".�:''. .. "Split �Btuh Btuh Btuh` Net Required: 3.54 71 % / 29% 30,201 12,326 42,527 Actual: 3.96 75% / 25% 35,625 11,875 47,500 [Equipment Data: Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC548A**30 25HBC548A**30 Indoor Model: FX4DN(B,F)049 Brand: COMFORT 13 PURON HP -COMFORT 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15 SEER Sound: 0 0 Capacity: 45,500 Btuh 47,500 Btuh Sensible Capacity: n/a 35,625 Btuh Latent Capacity: n/a 11,875 Btuh AHRI Reference No.: n/a 3646319 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 90F, SOWB: 75F, WODB: 42F, SIDB: 73F, SIRH: 50%, WIDB: 70F, Sen. gain: 30,201 Btuh, Lat. gain: 12,326 Btuh, Sen. loss: 28,212 Btuh, Entering clg. coil DB: 73F, Entering clg. coil WB: 60.917, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1374 CFM, Req. htg. airflow: 367 CFM S:\...\Stan Pac RB Fairfield 6511 Port St. Lucie.rh9 Wednesday, February 05, 2014, 1:21 PM Rhvac - Residential & Light Commercial HVAC Loads r Elite Software iDevelopment, Inc. Engineered Air; LLC ® Fairfield Model Margate, FL. 33063 Page 5 System 2 Room Load Summary Htg Min". '" Run Run ,. "' Clg Clg � " a Min =" Act Room''. Area; Sens" Hfg� ", Duct-" Duct Sens: Lat ", Cig Sys, No Name SF Btuh, " CFM , .;, Size'" Vela"� ��. Btuh. _,Btuh CFM- CFM_ ---Zone I— 2 AC 2 -Second 1,464 15,216 198 9-6 502 19,508 5,262 888 888 Floor Duct Latent 718 System 2 total 1,464 15,216 198 19,508 5,980 888 888 System 2 Main Trunk Size: 10x17 in. Velocity: 752 ft./min Loss per 100 ft.: 0.095 in.wg 1"Cooling,Systdrii"Summary ,. Cooling SensibleYLatent ` x' • ` • Sensible : � ;. °" ,' `;"" Latent •=: " : `Total Tons :S lit <_ ° Btuh .<" Btuh Btuh Net Required: 2.12 77%/ 23% 19,508 5,980 25,488 Actual: 2.40 75% / 25% 21,600 7,200 28,800 E ui ment'Data Heatin4 System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC530A**30 25HBC530A**30 Indoor Model: FX4DN(B,F)031 Brand: COMFORT 13 PURON HP COMFORT 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15.2 SEER Sound: 0 0 Capacity: 28,200 Btuh 28,800 Btuh Sensible Capacity: n/a 21,600 Btuh Latent Capacity: n/a 7,200 Btuh AHRI Reference No.: n/a 3645739 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 90F, SOWB: 75F, WODB: 42F, SIDB: 73F, SIRH: 50%, WIDB: 70F, Sen. gain: 19,508 Btuh, Lat. gain: 5,980 Btuh, Sen. loss: 15,216 Btuh, Entering c1g. coil DB: 73F, Entering cig. coil WB: 60.9F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 888 CFM, Req. htg. airflow: 198 CFM S:\ ...\Stan Pac RB Fairfield 6511 Port St. Lucie.rh9 Wednesday, February 05, 2014, 1:21 PM v It STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE -TREATMENT AND'DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Standard Pacific of Florida GP Inc.) PROPERTY ADDRESS: 3055 NW Radcliffe Way Port Saint Lucie, FL 34952 PERMIT #:66-SF-1666467 APPLICATION #:AP1157090 DATE PAID: FEE PAID: RECEIPT #• DOCUMENT #: PR948643 LOT: 40 BLOCK: SUBDIVISION: Riverwood PROPERTY ID #: 4425-7030-045-000-2 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR. ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS ' T [ 1,350 l GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS 0[ ]DOSES PER 24 HRS #Pumps [ ] D [ 650 l SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED ( ] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Orange spot On top of catch basin between lots 40&41 I ELEVATION OF PROPOSED SYSTEM SITE [ 24.001E INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 12.001[ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT L D f 0 T H E R .L1+L rLnWU.L&M1j: r D.UU J _1NCHE5 EXCAVATION REQUIRED: [ 1 INCHES The system is sized for 5 bedrooms with a maximum occupancy of 10 persons (2 per bedroom), for a total estimated flow of 520 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with' s. 64E-6.013(3)(f), FAC. SPECIFICATIONS BY: ctor Facon TITLE Env. Sup 11 APPROVED BY: ITLE: Env. Sup 11 Victor Fa onti DATE ISSUED: 08/22/2014 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC v 1.1.4 AP1157090 St. Lucie CHD EXPIRATION DATE: 02/22/2016 SE936758 Page 1 of 3 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. STATE OF FLORIDA i r DEPARTMENT OF HEALTH DATE P ID: NO.�� I DATE PAID: j ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [XI New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Standard Pacific Of Florida GP In AGENT: _Culpepper && Tt-rning, Inc TELEPHONE: 772-464-3547 MAILING ADDRESS: 2980 South 25th. Street Ft. Pierce FL 34981 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 40 BLOCK: SUBDIVISION: Riverbend Subdivision PLATTED: _2013 PROPERTY ID #: 442570300450002 ZONING: Res I/M OR EQUIVALENT: [ Y /❑N ] PROPERTY SIZE: 0.54 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ X]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / ©] DISTANCE TO SEWER: _WA_FT PROPERTY ADDRESS: 205.5 NW RAn(11 TFFF WAY Pnrt I urieR DIRECTIONS TO PROPERTY: Fact on Becker Road, North on Gilson Road to Riv rb nd uhdiyiseon BUILDING INFORMATION [ X] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chanter 64E-6, FAC 1 2 _Single_ Family. RPq 5 4.159 sf 3 4 [ 0 ] Floor/Equipm*n Dra .ris`__ .[ ] Other (Specify) SIGNATURE~'`!�i DATE: DH 4015, 08/. .:,I *-., "' previous editions which may not be used) Incorporated • fi4•E=6... 0'05 , F�iC-' Page 1 of 4 o STATE OF FLORIDA PERMIT # . DEPARTMENT OF HEALTH Q ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 'N SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: STANDARD PACIFIC OF FLORIDA GP INC. AGENT: CULPEPPER AND TERPENING INC. LOT: 40 BLOCK: SUBDIVISION: RIVERBEND SUBDIVISION PROPERTY ID #: 442570300450002 [Section/Township/Parcel•No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X] YES [ ] NO NET USABLE AREA AVAILABLE: 0.54 ACRES TOTAL ESTIMATED SEWAGE FLOW: 520 GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21 AUTHORIZED SEWAGE FLOW: 1350 GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 975 SQFT UNOBSTRUCTED AREA REQUIRED: 975 SQFT BENCHMARK/REFERENCE POINT LOCATION: Top of drainage catch basin at NW corner of lot ELEVATION OF PROPOSED SYSTEM SITE IS 24 [INCHES FT] [ABOVE BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 190 FT DITCHES/SWALES: 30 FT NORMALLY WET? [ ] YES [X] NO WELLS: PUBLIC: None FT LIMITED USE: None FT PRIVATE: None FT NON -POTABLE: None FT BUILDING FOUNDATIONS: 8 FT PROPERTY LINES: 12 FT POTABLE WATER LINES: 60 FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [X] NO 10 YEAR FLOODING? [ ] YES [X] NO 10 YEAR FLOOD ELEVATION FOR SITE: N/A FT MSL/NGVD SITE ELEVATION: N A FT MSL/NGVD SOIL PROFILE INFORMATTON ATTF. 1 MUNSELL #/COLOR 10YR 5 2 1( 6/4 10YR 7 /3 TEXTURE FINE SAND FINE SAND FINE SAND DEPTH 0 TO 8 [:3iEAW�m TO TO TO TO TO TO USDA SOIL SERIES: . 39 SALERNO SAND SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH 10YR 6 4 FINE SAND 0 TO 81' 10YR 5 2 FINE SAND 811 TO 22" 10YR 7 3 FINE SAND 22" TO 72" TO TO TO TO TO TO USDA SOIL SERIES: .39 SALERNO SAND OBSERVED WATER TABLE: 4 0 n INCHES [ABOVE / BELOW EXISTING GRADE. TYPE:[PERCHED / APPARENT ESTIMATED WET SEASON WATER TABLE ELEVATION: 4011 INCHES [ABOVE / BELOW EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [X] NO MOTTLING: [ ] YES [X] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: 0.80 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION.: [X] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA:.. SITE EVALUATED BY: - DR 4015, 08/09 4� cl i:•.r r.. .. 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Emno xo'Ssxo2 mg Mus�a' m aaa •Hxrivm "Iffmapma x8 aaxaTemoo Ss c C-Ta4mD2 QIx zo •oH tang/d-cgsuuoy/uozas] :& QI .LG2i�0O8 • 1;�f i"t CT) ��P t �) :Hoas=nzagns :xoo2e :xo .50 •U A IAc�1'� c Y► =Mrra�� U sHor r3z��as assxs arm HorX*Tn%VAlK 9X=s Mssas• Wsoaszcr aRy a;xWmvR'dx HE)VAas =zsxo $z Qo LtIMMxTaQa L �/.,,� d :�� • xlr Sa vaTmmg 3o stmvjis °h IYu 7- vL/ SET 5/8 IR&C LB 4286 SET 5/8"IR&C LB 4286 --� LOT 41 (VACANT) 12' DRAINAGE EASEMENT N45i4.3�1g'E 1' 91.0.5' (NR) 0 N o �9v AC PAD �I PAD w 49.4' CONSERVATION 91.82' _ TRACT NO. 1 81 + 90.86' b LOT 40 � ry rH 91 20, �0 � 2 SroRy C S RESIDENCE y CO F.F.E=11.41 0 t/ERED LANAI 4.2' 6.0' 10.4 65.91 _ SAA/TARY NK LID T LOT 39 le , F r VACANT DatUu bd lnit Approved GENERAL NOTES 1. The bearings shown hereon are referenced to the centerline of RadcliffecWay having a bearing of S50'49'18"E, according to the Plat of RIVERBEND, Plat Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. 4. Flood Note: By graphic plotting only, this property is in Zone ' according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 7. The last date of field work was August 05, 2015. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Elevations shown hereon are referenced to the North American Vertical Datum (N.A.V.D.) of 1988. ti 8. •C0!1ERED ENTRY R-106a00' ' A-078'02' i I I I I I 72=_IT I I I 1 s I I ' 40.00' I � i I � I I I 1 I t4W I I q I I c 1 I I I I a 1 � I I I z I ti AT&T II PEDESTAL \ I I r WATER —� METER�L I SET 5/8 IR&C LB 4286 I I I I TO P. T. RECE A -12 58'09" k;. -. 1 L=233.15' --- AUG 1 L2015 R=1030.00' A--010 T05" Put]9[C llVork ' I L=2.12' I S St. Lucie County ' LOT 14 VACANT Y BENCHMARK w . q, I TOP OF I CATCH BASIN H c�; ► I ELEV. 6.83 j (NA VD 1988) 2-t GRAPHIC SCALE D 1 30 0 15 30 L 0 T 15 (niter) 1 Inch - so ft VACANT � I , ry O I I Z a I STREET ADDRESS 3055 NW RADCLIFFE WAY r*i I tv 30.0' I ' 30.0' � � ' 1 LEGAL DESCRIPTION #' 1 _ Being all of Lot 40, according to the plat of 4 ^'- I RIVERBEND, as recorded in Plat Book 67, Page 36 o iI LOT 16 of the Public Records of St. Lucie County, Florida. OT o I VACANT Contains 0.54 acres more or less. Ri w C m I 1 i S50 49'18"E 222.63' rn f • I TO P. T. I I I 1� I LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE C.M. DENOTES CONCRETE MONUMENT P.C.P. DENOTES PERMENANT CONTROL POINT O.R.B. DENOTES OFFICIAL RECORDS BOOK (P) DENOTES PLAT DATA IR&C DENOTES IRON ROD do CAP (C) DENOTES CALCULATED FROM FIELD MEASUREMENTS I.P. DENOTES IRON PIPE (M) DENOTES MEASURED DATA I.R. DENOTES IRON ROD ID DENOTES IDENTIFICATION NUMBER U.E. DENOTES UTILITY EASEMENT �) DENOTES FLOW LINE I P.L.S. 11kb. DENOTES PROFESSIONAL LAND SURVEYOR TOB DENOTES TOP OF BANK DENOTES ELEVATION (TYPICAL) DENOTES FOUND L.B.LB. DENOTES LICENSED BUSINESS W.M.E. DENOTES WATER MANAGEMENT EASEMENT O.H.U. DENOTES OVERHEAD UTILITIES DENOTES STREET LIGHT N.A.V.D. DENOTES NORTH AMERICAN VERTICAL DATUM (NR) DENOTES NON -RADIAL A DENOTES WATER VALVE R/W DENOTES RIGHT WAY ® DENOTES WATER METER DENOTES DRAINAGE MANHOLE FINAL SURVEY/ ASBUILT LOT 40 For: Standard Pacific Homes THOMAS P. KIERNAN DATE Professional Surveyor & Mapper Florida Certificate No. 6199 File: LOT 40.DWG CULPEPPER &--TER-PENING, INC Date: 8/06/15 SCALE 1"=3D' CONSULTING ENGINEERS I LAND SURVEYORS DRAWN BY: GLM 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-4643537 FAX 772-464-9497 www.ct-eng.com STATE OF FLORMA CERTIRCATION No. LB 4286 ArO FND. LB S FND. 5/8 IR&C LB 4286 -, CONSER VA TION TRACT NO. 1 O+ O., M �o 4u 14 I to `• SiBa 4286 /R&c GENERAL NOTES LOT 41 VACANT R=1060.0o' 1 — — — — — L=5.56' ' DRAINAGE EASEMENT- I - — — — — — — rn — O N I rn J 1 '8.10, EXISTING w ' i 88' FORMBOARDS v 8.00' a I_ TOP OF FORM , D•21' 1 W 24.20' 1 1 V o ` as t I I Iw I C0 1 � I I z LOT 39 (VACANT) I �I I I I 'cNp 4& N10 <g 4286 I I I 1 I I 1. The bearings shown hereon are referenced to the centerline of Rad_cliffecWay having a bearing of S50'49'18"E, according to the Plat of RIVERBEND, Plat Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. 4. Flood Note: By graphic plotting only, this property is in Zone "X', according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 7. The last date of field work was February 16, 2015. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Elevations shown hereon are referenced to the North American Vertical Datum (N.A.V.D.) of 1988. Pit 30.0' N TO P. T. ' R=1030.00' 1 ' d=12 58'09 " L=233.15' 1 R=1030.00' -t--d=0'07'05" 1 L=2.12' ' LOT 14 1 VACANT BENCHMARK j TOP OF 1 CATCH BASIN ELEV. 6.83 (NAVD 1988) 1 1 I I it LOT 15 VACANT I I I I I I I 1 I I I 1 1 I 1 I I 1 1 I 1 I 1 I 1 1 I I I I I I I i i RCI. Public 1f c'r St, Lucie C0ur4 GRAPHIC SCALE 30 0 15 30 (INS) 1 inch — 30 & STREET ADDRESS 3055 NW RADCLIFFE WAY LEGAL DESCRIPTION Being all of Lot 40, according to the plat of RIVERBEND, as recorded in Plat Book 67, Page 36 LOT 16 of the Public Records of St. Lucie County, Florida. VACANT Contains 0.54 acres more or less. S50 49'18"E 222.63' TO P. T. St.. Lu p to Co. F Date I j Init A proved LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE C.M. DENOTES CONCRETE MONUMENT P.C.P. DENOTES PERMENANT CONTROL POINT O.R.B. DENOTES OFFICIAL RECORDS BOOK (P) DENOTES PLAT DATA IR&C DENOTES IRON ROD do CAP (C) DENOTES CALCULATED FROM FIELD MEASUREMENTS I.P. DENOTES IRON PIPE (M) DENOTES MEASURED DATA I.R. DENOTES RON ROD ID DENOTES IDENTIFICATION NUMBER U.E. DENOTES UTILITY EASEMENT .) DENOTES FLOW LINE P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR To6 DENOTES TOP OF BANK DENOTES ELEVATION (TYPICAL) FND. L.B. DENOTES FOUND DENOTES LICENSED BUSINESS W. .E. DENOTES WATER MANAGEMENT EASEMENT O.H.U. DENOTES OVERHEAD UTILITIES DENOTES STREET LIGHT N.A.V.D. (NR) DENOTES NORTH AMERICAN VERTICAL DATUM DENOTES NON —RADIAL DENOTES WATER VALVE Q R/W DENOTES RIGHT WAY ® DENOTES WATER METER THOMAS/// P. KIERNAN DATE O DENOTES DRAINAGE MANHOLE Professional Surveyor & Mapper Florida Certificate No. 6199 Asbuilt/ Formboard Survey LOT 40 For: Standard Pacific Homes File: LOT 40.DWG Date: 8/20/14 SCALE 1 "=30' DRAWN BY: BKH CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLOREDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com STATE OF FLORMA CERTIFICATION No. LB 4286 R—im 821 LOT 41 (VACANT) �0'18'0�, II wok A _______ L=5.56 SET 5/8"1R&C 12' DRAINAGE EASEMENT N45�43'18'E i♦9j,05' (NR) — — — LB 4286 SET 5/8'1R&C LB 4286 _�, CONSERVA TION 91.82' TRACT NO. 1 O_90.86': 91.20' v GENERAL NOTES zrn V OPOSED COVERED 4.6, LANAI Q LOT 39 VACANT PROPOSED cNn MITI v AC PADIci I ONo\ II LOT 40 40 \\ c VACANT`aoo % 1 CONC: N .. DRitE: o . PROPOSED w 0 2 STORY /?ES/DENCE 3�75: BRED FF.E.-105 v i�. EN rnY I to ^^ 65 1. The bearings shown hereon are referenced to the centerline of RadcliffecWay having a bearing of S50'49'18"E, according to the Plat of RIVERBEND, Plat Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. 4. Flood Note: By graphic plotting only, this property is in Zone "X", according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. d- _I, N3 no C I "' lc m n RI °i ; 00 [v 30.0' 30.0' z rn C11 N S., V � u; o � rq 0 L4 C w rn i TO P. T. 1 R=1030.00' 6=12 58'09" i L=233.15' R=1030.00' -T-A-_0 07'05" i L=2.12' 1; LOT 14 VACANT �� BENCHMARK TOP OF CATCH BASIN ELEV. 6.83 (NA VD 1988) 1 1 I 1 I 1; LOT 15 VACANT I 1 1 I I 1 1 1 I I 1 1 1 I I 1 1 l 1 I 1 1 1 1 I I 1 1 I I I GRAPHIC SCALE 30 0 15 30 ( Di FEEL' ) I inch — 30 St STREET ADDRESS 3055 NW RADCLIFFE WAY LEGAL DESCRIPTION Being all of Lot 40, according to the plat of RIVERBEND, as recorded in Plat Book 67, Page 36 LOT 16 of the Public Records of St. Lucie County, Florida. VACANT ram' -0dn alns 0.54„acebs more or less. S50 49'18"E 222.63' TO P. T. LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE C.M. DENOTES CONCRETE MONUMENT P.C.P. DENOTES PERMENANT CONTROL POINT O.R.B. DENOTES OFFICIAL RECORDS BOOK ((P DENOTES PLAT DATA IR&C DENOTES IRON ROD do CAP (C; DENOTES CALCULATED FROM FIELD MEASUREMENTS I.P. DENOTES IRON PIPE (M) DENOTES MEASURED DATA - I.R. DENOTES IRON ROD ID DENOTES IDENTIFICATION NUMBER U.E. DENOTES UTILITY EASEMENT .) DENOTES FLOW LINE P.L.S. 11ktj. DENOTES PROFESSIONAL LAND SURVEYOR TOB DENOTES TOP OF BANK DENOTES ELEVATION (TYPICAL) FND. DENOTES FOUND L.B. DENOTES LICENSED BUSINESS qA.E. DENOTES WATER MANAGEMENT EASEMENT O.H.U. DENOTES OVERHEAD UTILITIES DENOTES STREET LIGHT N.A.V.D. (NR) DENOTES NORTH AMERICAN VERTICAL DATUM DENOTES NON —RADIAL YYY YNn DENOTES WATER VALVE R/W DENOTES RIGHT WAY ® DENOTES WATER METER O DENOTES DRAINAGE MANHOLE 7. The last date of field work was February 05, 2014. - R E V I S 1 0 N S - BY DATE 8. Additions or deletions to survey maps or reports by other than the signing party 1& MATCHED FOUNDATION PLAN DIMENSIONS TNM 10/I/14 or parties is prohibited without written consent of the signing party or parties. 9. Elevations shown hereon are referenced to the North American Vertical Datum (N.A.V.D.) of 1988. Boundary Topographic Survey, and Site Plan LOT 40 For: Standard Pacific Homes 1: SiDEc CZAR REPS TECH THOMAS P. KIERNAN DATE Professional Surveyor & Mapper Florida Certificate No. 6199 File: LOT 40.DWG CULPEPPER & TERPENING, INC Date: 8/20/14 SCALE 1"=3O' CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET DRAWN BY: BKH FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 u-wNc.ct-en,.com STATE OF FLORIDA CERTIFICATION No. LB 4286 42 �., 8.30 / EXISTING ��`` ``'' BENCHMARK WATER SERVICE ` ` ' TOP OF CATCH BASIN ELEVATION G.83 / O 41 " d / EXISTING HOUSE / /,/ \ \ FFE = 10.87...// j / ° ,�C,` ,° �3, C�. 20 40 ' .. . .. . FEET Q y PROPOSED2 . � STORY HOUSE / �j. IN. FFE =10.50 \\\ ' > \ .. \ BORING LAKE. 10 �., No: • 1 I (09 o 1 2'. DRAINAGE EASEMENT y \\ E / i BORING 9.75 S.F. 36 NO. 2 UNOBSTRUCTED E `Si e� 23 AREA `\ . `\\ 350 GAL ✓ SEPTIC TANK `\\ q)' G50 S.F. DRAINFIELD (TRENCH, 39 ; QUICK 4 EQ 3G INFILTRATORS 4 ROWS OF 14 CHAMBERS EACH VACANT ; _6u ti ir �J7r�r S0 0 s ��' � , • rid )�:�. 'Z\, 1) ALL ELEVATIONS AND BENCHMARKS SHOWN ` • � ,1 �� .• � - .. - �� i^.• HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A KD.) OF 19BEI 2) AN APPROMMATE CONVERSION BETWEEN THE I NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 AND N.AKD. CAN BE MADE BY ADDING TH0MA_SC-P: ,KI , NA:N J ' THE N.1.475 G.V.D. .D.EELEVATIONELEVATION TO OBTAIN ProfeSSld c 'urvm'YOC'•.&:M9oer 3055 NW R191DCLII1+FE WAY Florida' errifirate NO o1:a9 R E V I S I ONSSAT JOB J-084,040 DATE BY I O DA 1E, B Y DESCRIP77ON' SCALE.• DRAWN BY CULPEPPER SI TERPENING, INC. SAMVTLUCIE COUNTY, FLORIDA SHEET LOT 4® 1'= 40' DF 8-14-14 CONSULTING ENGINEERS I LAND SURVEYORS �T7��+7�" '}�7' NO. 2980 SOUM 25d STREET . FORT PIERCE, FLORIDA 349e1 PROJECT NAME JLRl! U lIs JLOJI D /Le 1 �YD. L JJI D ILYIL U 1L s3 1L ®l �l PHONE 772464-3537 • FAR""64-949'7 STATE FLORIDA D OF PROFESSIONAL IOLOT 40 RIVERBEND..' SEPTIC SYSTEM SITE PLAN 1 OF .1 SURY M OF REGYYtD . THOHAS P. 10MAN SQ. FT. CALL.' S L11/MG 1ST FLOOR 2652 SQ FT. LIVMG 2ND FLOOR 50l SQ FT. TOTAL LIVNG 4155 SQ FT COVERED LANAI 106 sQ Fr. COVEFd=D ENTRY w sQ FT. 3 CAR GARAGE -181 sQ FT. TOTAL 5222 - SQ. FT s VOL. PI.AfE 6 ®BAR DETAIL TO 1'-O° AND LAR3ER VERIFY tw FLAN 8• RAD °TTP �m • ROIJh1p EXTERIOR WALL 5RG. HEIGHTS 101-8• 5R'i IIII II I -I III 21BONTOP OF D BEAM .cucc�,cw<� LBJLL -ALL MTERiOR DOORS TO 13E 8'-0° -ALL EXTERIOR DOORS TO E3E B'-®" UNLESS NOTED OTHERWISE STAIR DATA 20 RISERS • 1 T/W 15 TREADS 101 SEE SHEET D5 FOR STAIR n..sSECTIONS ANI DETA AND TO 1'- " '-' I 1'-1° AND LArS'sER VERFY Wr PLAN VERIFY W F%../Yl �l TYP. FIRST FLOOR ARCH DETAILS - NOTE: WHEN AN 8. OR 12' RADWS HEADER W4aAC-E WO THE SATE COLINRd OR ARE WITHN CLOSE_ PROXIMITY (WITHIN 2°-0"), THEY NEED TO ALL HAVE THE LARGER RADIUS. FIRST FLOOR PLAN ELEVATION IV) n'_Bv 34'_Ov 13'_4v 3'_7 2'_4• 4'_0• 'vfr ------------------- 1 II II I CAT II CASUAL i SAFETr &_AZ +G ! 9 COVERED cr DINING 9'-4• CEILING ,A NAI EL7W. I ----- -- r-- 7 — 10_-0• CEILIhYi --- I 4'-3° 10'-10" I 3'-1° I I 1 LRE Of WWl ABOVE I 4' toss AT s m — — — BATH 2 I = I PARTITION s _ - I LM OF WALL I /I I I I I I! I I I I` I I I I I ?. •a WDER -0• / - I ABOVE I I FLOO.Taal mpi BAR TCF - I I I'_0" ,'_Oa I I i I I I ° 0 A i Tyr 12--01 TYP A#q I R' 8° I I-0 R'-6 10 5-5° 8'-1" I I MASTER I I ai 1 SUITF I I �;'° I 0 00 I I I I I I SAFETY W_ TRAY TO I i I j Y e 4• CLCa ° C " 214 TO ABOVE) S I I 1 1 •� aa� o I' I ENBNOLLO. / I I lea I I ! ? I I I I 40 I I m , I i a BEDROOM 5 I I I I I SOFFIT FLAT i� m - I I / - - --_ - -- --fflo LIE OF WALLIo6ABOVE p°Of2CH ? nI• LAY. ISCF.53 I �T SIUR_bv m / 2'-0 v am AN1'R g. 5ekn• o" 2 _ _ _ T�_ma 6 �y i 9' 1 1 1 I I I I I CLCiI, a1 Id-0' CEbtYa ________ ng C 8+�+ L!H OF ABLE r ml 1 I r � '-1°, - '_y ABOVE 6'-5° I g - 10' '-0"1 4'-B° 2'-W 4'-4v 3'-4" 5'-8. `� ti I DYER I I I I g' DIA coLIP Als n TPA I LAUNCH rn 3°n I ATnC I ®CAT R m S FETY GL ' •Q I s I irl Y cu ro I I W I I II I _ I I _ Aacc€e9 - BHDILER m _4� N I I ml .I 01 '-0' _ p1 I L I ILI DINING - Q I I D I ROOM �TFA� I - a� nOEPARAx,� ! IPFILTRATfCN AT Arc CLOSET t ri t l l l l l l l l l l l l! I I I I I I I I I I I I 1 1 III I I �I I I I I In" TYP 1�_2 _ � _iO - - I I I FROM Im'-0•cLG. I 1 - I I m W.I.C. IV-S. a� T'-9" I I"� 5'-O" _ _ -- I THRESH" I ! _ GARAGE / 10 5• cL� - ! // % LIIEOFMALL ABOVE I------------ le NI - ° I IN t0'-B' cL.G. - 0 s f ---J f I Y IYI _- / I I I a----- -J / ------ IJ OVERED I E "' ENTRY 121-01 c4.ca I I e s LAUNDRY n BRIO7IO.KM _ ! "' 4'_II" C'° '-0' '-11" 3'-2" 3'-2' 3'-11" Is / V-01 q.:Cz D w ! ,, I _-ARCH 89-L - -- - ----- ,,�: ro FRCHJr j n _ _ __ _ - 480i'6 •, U,.tf I>r D� ,l A. PER �- SrOt� E2EER V �'_4n 6'_On r22x301 ELE1/. [2W .1cr� U1RAP BTO4E 'EFL wi� lm A pr .ar., , o GARAGE _ - r•0ropoSeCirC�l1'�f(!;!�s;r;;) Jl 10'-B• cLG. I � �' _ i 1'-3. V-2" V-2° T'-3" 8'-8° W-2° 2'-8° 16'-0° 2'-W 21'40° A R C H I T E C T S „Design rn: wr r-r rq-cure FAX: 407-7 078 vn•/w.abdesigngoup.wm AA TJ: 0003325 Smph- IL Walsh P.E P.O. Boa 933, Baca Ram=, Flvdda 33429 OBi®(561)362-0237, Fx.(561)362-7414 P.E 133915 CA 927I70 suBDnr. ad LOT: RIVERBEND LOT 40 PROJECT# 03303.040 MODEL• FAIRFIELD 6511 "PLAN 2" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN ARCHrrEark STATEPF A DATE: 08/13/14 SCAT-W.:1/4"=1°-O" SHEET Al RJLL HALF a co 3•-6° AND ALLER VERFY UV FLAN B° RADI 3'-'I° TO l'-O° 1 AND LARGER VERFT- UU FLAN EXTERIOR WALL 5FPn6 HEIGHTS I(IIIIIIIII 21'-8° BOND BEAM -ALL INTERIOR DOORS TO BE 8'-0" -ALL EXTERIOR DOORS TO BE 8'-O" UNLESS NOTED OTHERWISE STAIR DATA 20 RISERS : T T/Vol 19 TREADS ® I0" SEE SHEET DS FOR STAIR SECTIONS AND DETAILS (1) TYP. SECOND FLOOR ARCH DETAILS NOTE: WHEN AN 8. OR 12' RADNS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY CWM4rr4 2'-0") THEY NEED TO ALL HAVE THE LARGER RADIUS. A R C H IT E C T S Design Grou ... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774-407S www.abde Igngroup.wm *AAA#:0003325 S"h-IC Wahh P.H. P.O. Box 933, Borg It—k Florida 33429 Of k.(561)362N37, FU(561)362-7414 L ,Y- 23915 CA C2,-170 W O 2 STJBDIV. 8e IAT• RIVERBEND LOT 40 PROJECT# 03303.040 MODEL FAIRFIELD 6511 „PLAN 2" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN DATE: 08/13/14 scALE: 1/4"=1'-0" SHEET A2 n % _ , I =1 LOT 41 (VACANT). �078'0� L -- ______ L=556' LB T286 IR&C 12' DRAINAGE EASEMENT N'19�E �9�05• (NR) - - '- ho — — — — ---- ON ------- IV ---- r� SET 5/8 IR&C V ap P PROPOSED cn 4 LB 4286 � " p AC PAD �I ' CONSERVATION TRACT NO. 1 N. r 14 j �SF7' <e � sia•, 4286 R&C 91.82' 90.86' c I1_ 9n,, W co LANA/ LOT 39 (VACANT) 4.05 V LOT 40 VACAIVT PROPOSED RESIDENCE FFE._1050 Co EAIMyD 65 92 GENERAL NOTES 1. The bearings shown hereon are referenced to the centerline of RadcliffecWay having a bearing of S50'49'18"E, according to the Plat of RIVERBEND, Plat Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility.services have not been Located on this survey. 4. Flood Note: By graphic plotting only, this property is in Zone "X", according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 7. The last date of field work was February 05, 2014. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Elevations shown hereon are referenced -to the North American Vertical Datum (N.A.V.D.) of 1988. 7. C) :' ,"' �rq rn m Xb .00 n� iv rn: <' 30.0, _ N�ff 30.0' t13 i TO P. T. ' R=1030.00' I A--12 58'09" L=233.15' R=1030.00' 1 T—A=0 07'05" i L=2.12' LOT 14. VACANT BENCHMARK ' TOP OF CATCH BASIN 1 ELEV. 6.83 (NAVD 1988) 1 1. I I I I 1 I ' LOT 15 VACANT 1 I I 1. 1 1 I I I 1 1 i i I 1 I I I I l — — LOT 16 VACANT I I i S50.49'18 E 222.63' TO P. T. 1 I - I LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE C.M. DENOTES CONCRETE MONUMENT P.C.P. DENOTES PERMENANT CONTROL POINT O.R.B. DENOTES OFFICIAL RECORDS BOOK (P) DENOTES PLAT DATA IR&C DENOTES IRON ROD do CAP C DENOTES CALCULATED FROM FIELD MEASUREMENTS I.P. DENOTES IRON PIPE (M) DENOTES MEASURED DATA I.R. DENOTES IRON ROD ID DENOTES IDENTIFICATION NUMBER U.E. DENOTES U71UTY EASEMENT DENOTES FLOW LINE P.L.S. DEN07ES PROFESSIONAL LAUD SURVEYOR TO DENOTES TOP OF BANK DENOTES ELEVATION, (TYPICAL) FND. LB. DENOTES FOUND DENOTES LICENSED BUSINESS W.E. DENOTES WATER MANAGEMENT EASEMENT O.H.U. DENOTES OVERHEAD UTILITIES DENOTES STREET LIGHT N.KV.D. DENOTES NORTH AMERICAN VERTICAL DATUM YYY��` (NR) DENOTES NON —RADIAL DENOTES WATER VALVE - RIW DENOTES RIGHT WAY ® DENOTES WATER METER O DENOTES DRAINAGE MANHOLE Boundary Topographic Survey, and Site Plan LOT 40 For Standard Pacific Homes GRAPHIC SCALE 30 0 15 30 (INS) 1 inch = 30 It STREET ADDRESS 3055 NW RADCLIFFE WAY LEGAL DESCRIPTION Being all of Lot 40, according to the plat of RIVERBEND, as recorded in Plat Book 67, Page 36 of the Public Records of St. Lucie County, Florida. Contains 0.54 acres more or less. THOMAS P. KIERNAN DATE Professional Surveyor & Mapper Florida Certificate No. 6199 File:13-084 Lot 40 site plon.dwg Date: 8/20/14 SCALE 1"=30' DRAWN BY: BKH ,CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 f PHONE 772-464-3537 FAX 772-464-9497 wwW.Ct eng.Com