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HomeMy WebLinkAbout23-6646K-1 KWA KIWISTIT, si1] Name: ROBERT ANTON JR & JACQUELYI\ Permit Type: Add/Alter (Residential) WILLIAM I Class of Work: Add/Alter Residential Address: 3029 Gem Luster Ct VALRICO. FL 33594 Building Valuation: $5,800.00 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $5,803.00 Total Fees: $103.50 Amount Paid: $103.50 Date Paid: 7/31/2023 3:11:38PM 06646-2023 Issue Date: 07/31/2023 38335 Springhead Lane CONSTRUCTION INC —jt REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 111111111 3 i,;; I 1ffE3=-KM7-M Am ymiwfa���A Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE Wl PE ITORFFICE to I 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Perm itting Cd Owner's N Owner Phone Number 1 4 1 1 1 1 0 1 S I Owner's Address cl L, Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address F_ JOB ADDRESS �\�Aj LOT# E SUBDIVISION PARCEL ID#[L 1 =`�b I I - 1 C, c) 4 OYXC�0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR R ADD/ALT INSTALL REPAIR PROPOSED USE SFR Comm TYPE OF CONSTRUCTION BLOCK FRAME DESCRIPTION OF WORK = SIGN = DEMOLISH OTHER STEEL BUILDING SIZE SQ FOOTAGE HEIGHT xctxx CAL xJux E gulEtwx ctxZ:g fX X XX X V A XXX 1EXK X 9 IXXXIEX3UIET KlUt Ell EW X X 9, ttk xtx XJUCJEX' =BUILDING I-S, VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY 'W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF ECHANICAL INSTALLATION f GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED L_LLN J FEE CURREN Y�/ N Address I License # s� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# PLUMBER COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License # MECHANICAL COMPANY = I SIGNATURE REGISTERED Y / N FEE CURREN YIN Address License# xl6 A T) Vhk OTHER COMPANY lot ,� D1'U Y SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address 811 It, i License # Mck— 13, 11 -4 a I tit I a ISIS I I I Itt *I It I ltfait I I a a I If It I I I a 11*21 t I a I %1I I r I I I I I* I I I I I I I I a a RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. 40 4, -V4 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways.. needs ROW 813-780-0020 City of Zephyr -hills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR_ Subscribed and sworn to (or affirmed) before me this Sub ribed and sworr),tp (or affirmed) befyu me this ' (,,u,(a .,_... by by ft°I. G. / d"" .a:,� 4=.Y5' Who Were personally known to me or has/have produced Who is/are personal) known to or has/have produced as identification. as identification. fr z Notary Public +' � -'( Notary Public Commission No. Commission"No,j._; Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped F�T� C141575E3 INSTR# 2023083567 OR BK 108 15 PG3238 Page i,fl 05/11/2023 08:36 AM Rcpt: 2581947 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller This Instrument Prepared by: Chelsey Holmes PO Box 7427 Lakeland, Florida 33807 OFFICE BOX STATE OF FLORIDA COUNTY OF POLK 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, 1. Description of property: (legal description of property, and street address if available) 38335 Springhead Ln. Zepbyrhills, FL. 33540 26-25-21-0150-00400-0040 2. General description of improvement. Screen Enclosure on Existing Concrete 3. Owner information a. Name and address: William Anton Jr. 38335 Springhead Ln. Zephyrhills, FL. 33540 b. Interest in property: Fee Simple/Owner c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a, Name and address: Robinson's Aluminum Construction, Inc, PO Box 7427, Lakeland, FL 33807 b. Phone number: (863) 6484811 c. Fax number (optional, if service by fax is acceptable): 5. Surety a. Name and address: N/A b, Amount of bond $ c. Phone number: d. Fax number (optional, if service by fax is acceptable): 6. Lender: a. Name and address: N/A b. Phone number: c. Fax number (optional, if service by fax is acceptable): 7. 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: a. Name and address: N/A b. Phone number: c. Fax number (optional, if service by fax is acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes: a. Name and address: N/A b. Phone number: c. Fax number (optional, if service by fax is acceptable): 9. Expiration date of notice of commencement (the expiration date is- I year from the date recording unless a different date is specified) Sworn to and subscribed before me by WILUAM MbEtT > Av 4 , who is personally known to me or produced FL ORiV W:r Widentification, and who did rWitake an oath., this _W MAI day of 20 Signature of Notary /4yt Printed Name of No Commission No. /Elpira — SEAL: Signature of Owner �, Owner's Namezt—&K%—e Al Owner's Address WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMM CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 71113, FLORIDA STATUTES, AND CAN TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POS BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, �k% 1-11 1 IN YOO�R PAYING MEJOIJ SITE Gina �A.*bay Yano-Plranl �'tat f Flog3 m# FiFi322567 Expires 10/17/2026 )ESIGN CRITERIA 4PPLICABLE CODES, REGULATIONS & STANDARDS THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART I -A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED ASCE 7-16 & SE17 -. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. :. AC1318 CONCRETE REFERENCE MANUAL. VIND LOADS . BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: _ C .. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 130 MPH & EXPOSURE = C FOR 20 X 20 X 0.013' MESH SCREEN HORIZONTAL. PRESSURES ON WINDWARD SURFACES = 32 PSF HORIZONTAL PRESSURES ON LEEWARD SURFACES = 26 PSF VERTICAL PRESSURES ON SCREEN SURFACES = 9 PSF VERTICAL PRESSURES ON SOLID SURFACES = 27 PSF FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = 88 FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = _ 6 FOUNDATION DESIGN: FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x&' W/ (1) 05 BAR TO BE VERIFIED BY CONTRACTOR. THE EXISTING FOUNDATION IS SUFFICIENT TO SUPPORT THE GRAVITY LOADS AND RESIST UPLIFT OF THE PROPOSED ADDITION. MISCELLANEOUS: 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL. COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2, ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. FASTENER SPECIFICATIONS: I. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED, (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2' GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1"X2. NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED I I' X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 24' O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10 X 1-1 /2' SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE I"X7 INSTALLED THROUGHOUT AN "OPEN VIEW' SPACING SHALL BE REDUCED TO 18" O.C. AND 6' FROM ENDS RESPONSIBILITIES: 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW' MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND. 4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE, SHEET NO. DRAWING INDEX S/01 GENERAL NOTES Q maa m S/02 PLAN/ ELEVATIONS - aT,= m m ma��Ema cnm m''3'm S/03 DETAILS m muiw m� m n = Na o S/04 DETAILS a m o m � tom§ - - - � e3 ^. No.60102 STATE OF JUL REVIEW D A & yp PROPOSED HIP GABLE SCREEN ENCLOSURE SEE FOUNDATION DESIGN SHEET-01 A GENERALIZED PROPOSED Digitally signed by Crai E Gunderson 10:24:38 -04'0 J O LLo r O) r Pe I— co Z z Q O O U 00 W O L? U W z Lu O 0)LL M >_ ^\ LLI v � U N ® Q = O U r � O�� J O LL - 0- 2i W z C)< 5zz- J Z Q h Q � J J co I- p LL U OO� O mzzQ�Q 00 d'UNm DATE: 05/19/2023 N 1: 06/01/2023 N 2: 06/27/2023 ', SHEE BY MBG NTS ALUMINUM SPECIFICATIONS: ALUMINUM EXTRUSIONS SHALL BE EMS TS A _LO Y UNLESS OTHERWISE NOTED. - 3 P o Digitally signE 2 ALL ONS ASELF MATING BEAM SECTIARE TO BE STITCHED WITH 012 SCREWS 6" FROM ENDS & 24' CENTER TO ENTER "� m ` .m a �- m - GUNOF by Craig E 4cEvsF�Spy x10 SCREW 6" FROM ENDS & 12" CENTER 70 CENei ER 3. ROOF BRACING SHALL BE A MINIMUM 2X2X.050". �j - No. 60102 Gunderson 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS SHALL BE AN INDUSTRY STANDARD OF 0,024 _ p (date: (KICKPLP.TESj INCHES_ -,yv> ti E sra e of 5. SCREEN MATERIAL SHALL BE 18/1A SCREEN UNLESS a .m "S/Ory `�,X,Yo"� 202306.27 APPROVED BY RORIDA ENGINEERING LLC. 6. 1"X7' & 1"X3' NON STRUCTURAL MEMBERS MAY BE USED ',. E o _ o n 0 �' m qt 1 6:24:42 -04 0 e ----- N 1X2 INTERCHANGEABLY. 7. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY O g s N N N '. X ': X X'.. Of: CONTRACTOR IN THE HELD- -- -- -- --- -- --- ~ �'' U 0 LEGEND HATCH/ SYMBOLr � 2X2 DJ CS HATCH INDICATES J `-c'> CS 1X2 EXIST. STRUCTURE (!} )— d P 9' 4 -. NOTE ALL MAY NOT APPLY ? d crQ o OED W Q LL o U Lu Z j HOUSE WALL RESIDENCE HOUSE WALL Lu � _ -- co W 1X2 HOST 12" O/H STRUCT. GUTTER 1X2 Z � O - u lL1 Q � It Ll a _ - �` 2X2 o w Q �N 2X2 .. " 2X3 DJ r N C) Q z D a 3-6Q � C, o "' x N 2X4PB N �'� - - n �' 2X2TYP. _ - - DJ " o - - rn CO If c cd 2X4PB r > ��N .- a op F—DO Q ILL i 1 2X3 y� t ,,- N N x 2X3 N_ x_ t 1 - 9'_9' - 18 -0 - _ _ g -91 - C C Umu a a 4'-0" MAX 2X3 TYP. - m x N m n in N m 0- Ln x N N o '',, > z �.' J �� Z co J �z LL o rn F 2X2 TYP. L Q O <m �F-0LL zJ J U 0_ O�O� d= nff1X2YYP - v Foz ° zOm= _ 60" 6 0 6' 0" QmOO�z w ' Yc?NmN U DESIGN DATE 05/19/2023 THE ENGINEERING ON THESE PLANS IS SITE REVISION 1 06/01/2023 SPECIFIC FOR (l) STRUCTURE ONLY AT THE REVISION 2.. 06/27/2023 SHEE PROVIDED ADDRESS (ES) - DRAWN BY. MEG e :'SCALE. -_ NTS ','. 2"x3" SPEACIAL SAVE RAIL ITYP_I 'MJ+Y BE NSTALLED EL 0 DIRECTION 2 EV 1OP PLATE W/ 2) 110 S.M.S. 'OR EOUI VA.LENT) 1 / TUDAT PLC CHANNEL Al 14) t 10,3/4"TEKS 1PLIC 2'x3" SPECIAL & (2) R 1V3/4 1'EKS INTO -� EACH SIDE OF BEAM TABLE D MEA -. OTY-ACH SIDE/S]F ' I J7.O_O ET RAC_CHANNEL j - SECURED TO POST / x 3 (4)/ # 12 E -SEC DT BEAMKS OC AND SECURED 0 SRO >-x4 (5)/#12 EACH TEES .#I OC. STA6GERCD rA(:H $IDE 0 C: STAGGERED GERED Sx5 (5B4 2 >x6 1- 1/2k2 I STSk 050 REC CHANUTE. W/! (6)/#12 - a -- 16) E10,314 TEKS INTO EACH / Sx7 (III B12 - OPTION #I SIDE 01 Tx_BEAM SSE (8)/ # 4 IF SPECIAL TOP PLATE / S X 9 (9)/ # 14 (OR EQUIVALENT �� F+ BEAM PFR PLAN I 10 (9)/*14 \ _ / ABUT IN MIN OF 5/8'SEPERATION OM EDGE OF BEAM SMS 0 C 1-1 /2k2 DDY REC. CHANNEL / W/ (4I # 10 3/A -<I O 2 x3 NOTCHFC 2' SPECIAL&P O�. I3/4' _KS INTO TEE10 Fr OVER EACH SIDE OF 7k _BEAM 2x LOST AND SECURED W/ " I Ox3/4" TEKS S, 1 0C_ - - STAGGR.O ON EACH SIDE DETAIL E UPRIGHT TG BEAM OPTON #2 CONNECTION SCALE: NTS MINIMUM NUMBER OF TAPCONS INTO CONCRETE & # 10 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM THROUGH SECONDARY 2" X 2" X 0.125' ANGLES (SEE BELOW) 2X4 S.M.B. (i) 1/4 X 2-1/4" S.S. TAPCON & (2) H 10 X 3/4' S.M.S. 2X5 S.M.B. (i) 1 /4 X 2 1 / V S.S_ TAPCON & (2J Y 10 X 3/4" S.M.S. 2X6 S.M.B. (2) 1 /4 X 2-1 /4" S.S. TAPCON & (3) it 10 X 3/4" S.M.S. 2X7 S.M.B. (2) 1 /4' X 2-1 /4" S.S. TAPCON & (4) # 10 X 3/4" S.MO. 2X8 S.M.B. (3) 114X 2-1/4" S.S. TAPCON & (5) IT 10 X 3/4" S.M.S. 2X9 S.M.B. (4) 1 /4 X 2-1/4" S.S. TAPCON & (6) # 10 X 3/4" $ M.S. EXIT) SM,B. (4) 1/4` X 2-1 J4' S.S. TAPCON & (7) 4 TO X 3/4" S.M.S. O -10x3 S S INTO SCREW BOSSES FOR EDGE MFT"BER . EDGE MEMBER OR PURLIN 12I ° 62 INTO AEA. EDGEMFNBER OR PURLIN BEAM BRACE INS ..L BRACF. " _ - '.0625 6063 T6., FLAT PLATE TO CORNER - OANC%r 1J'E^hA✓BF .. .� EDGE . DISPLA FASTENFID NTERNAJ I.Y-TO BRACE SEDATELY USE: 'JRLIN -1,7 2' REC_CHANNEL W/ TO T 1 Jx3/4" TEKS CS OF REC_ CHANNEL & -... (2) 4 10x3/4' INTO BEAM/ TOPPI ATE. DETAIL "D" - ROOF BRACING CONNECTION SCALE: NITS 1/8`T L_ SELF MATING OR AP SEGON GYP. AT32 L 32 ANGLE 2) IOSMS I TO C UI.UMN �-1 a'2" IT IS BASE PtniFTYP. i/'I AS)NRY ANCIROB EACH ~ ANDIF EACNSICECIA g —2R A i P. 9yq i I i/ " IN_ CONC 21/4 D. C C OR EMBED ,ENT A C OREMBEDMENT % k2" O. B. DoCATC), TY _ a .SECONDARY ANGLE � A. . 2' MIN_ IN ANCP , POST, PSI C.NC 214 - WHEN GREATER THAN 2x4 RFALFE THAN I,PR16HT IS USE!) HIS/ ID a*6- ,1 Wv OR PIBERMESH SIDE VIEW NOTE WHERE PAVERS RE PRESENT USE S/16" iAPCON XL )RED HAD VFG) MASONRY NCHORE TO PENETRATEUNDERI PFUG CCNC'RHE FOOIt G 1 114'PAN IG IX2 BASE -RAIL I OC iIONS&21/4" EN. A 1/4"NATO RYA GHOR- LIPRIGHT ANGLE OCA.IONS_ AT EAC i ANGLE -;2I - IN E SMS APC NX, iR:i HEADMFG.OR EQUAL) 2 B E *� 2 SLAB jdLYOND 4 x � '... 1/ ONR OAS OF COS'AND 14-CONC. MM',,WENT' P DATE, S1 CONC SI,B/FTC. 1.... 6x6Wx10— FRONT VIEW �R1 BEw•nESH DETAIL "B" - 2"x4 OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: NTS ALUMINUIA INTERNAL OR EXTERNAL - REC�T ISO N Lw/D e px JS INTO GIRT OR PURUN& j 4Ox,T INTO BEAM OR UPRIGHT 0.06E ANGLE CLIPS MAYBE USED Tr- 14) 9 i0x'.-112- SMS INTO SCREW BOSSES PURLIN MEMBER UPRI -LT BEAM SNAP SE MATING OR HOLLOW DETAIL 'C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NITS TALI MFMBERS PFR PLAN "M EM FEES VARY POP PLAN FASTEN TOP OF HEADER'O INTERSeGTING MEMBER I/D) #'0 SMS w/ I" PENETRANON INTO SCREW BOSS OF MEMBER-TYP. BOTH SIDES a.. -"' ALTERNATELY USE: PLCCHANNEL- W / 121 910r3/4' EA/ SIDE --. ALTERNATELY DOOR JAMB CONNECTION r--2:2'DOOR JAMB HART GHIS ARE ATTACHFET WITH: BLIND IS ED WITH (3) # I0.3" CAPRI CUPFATS' IT. 1414IG.3,N PER CLIP BLIND CLIPPED WITH AT F 1 MNJF PER CLIP 1A 7 N HEADER v.112) -100 TO SCREW BOSS GF HEADER i - A' L R ATE HEADER CO NEC'ION --N L BP,R IS JSF.L>-, FASTEN -BAR IOC^L/HE DER AT EACH CORNER AND ITT O/C ALTERNATE BASE PLATE CONNECTION ATTACH 2' r r0 BASE PLATE I 'TD—j /(21 N!MNS SMS / ATTACH BASE PLATE TO 7M w/ ZI N I HAS SMS INTO SCREW BOSS OF BASE PLATE .� -_ A -1/"" TAPCON (RLD HEAF)MF OR EQUAH W ULTIN 6" OF C OtJMN 1 114" PENETRATION INTO UNDERLYING KTOUISG DETAIL 'E' - DOOR JAMB & HEADER CONNECTION SCALE: NTS Digitally signec �a ° - ,, D E GUNOF zr cENse sow; b Craig E Y g m ` m E No. soT02 =Gunderson o ,tl rn - - STATED(" �; [L, Date: £ m IS , O 'Fss/oNAL°� 2023.06.27 e - 10:24:46 -04'00 f-N0 EEH8�m /E 2"x050 (I TO A C Ii PURLIN SDI` ECEIVINGCHANNE, PURLIN zl 1osMSI R L,DE k L 3 OE C 9—To CJRLIN OR /2 x2'x062 II TAR'AV ... y )F1U ASH AA INTO PURLIN 'All EAVERAN SEEPVAN I-I/2-Q 059 RED CHANNEL IPRIGHT w/I,f 1EM" TEKS INTO 7O3 SPECIAL & IL) 11 10.30 TEKS INTO EACHSIDED 7 BEAM DETAIL 'G" - SLOPED PURLIN CONNECTION SCA E: NTS i/2'z 1116" DLATE r21, 1211 SMS ITTOP OR SOTTO^/) a ' SPACING 2'xZ' EDGE SEAM A r E .�wPllR, YN . 1-i 2 I2A 0 Y R_C_C'ANOPL Al ( ) fr 0 3/4 TEKS INTO 2'x3" SPECIAL g 111 41 D134 UPS IN fO EACH SUM O� 20 BEAM ALTERNA --TETAIL'G' SLOPED PURLIN CONNECTION SCALE: NITS I"IS SNAP )LC1� 1COLUMN ASR1Q'> O — PEI ILII CD Ln e— �D co\z Q r cr- 0 Lli (,D�} LLI Q d DO 0 c z�ui�,�LUU zUU 5�Eu o�-� LI d -i rn ILL.711 cv C)`Z O tY H C, Q CD c J C LL r C` c N F u c LET C) Z � J z O Q p c Sc z >Z CIS,W J Jz> M d LL Z O O z J O::)O� a. U) R, z�� 23 Z Z C¢¢L O Q m S OOpC ' ~mow Z Of C3 G4 BIB < .0 z 0 a 'DESIGN DATE 05/19/2023 REVISION 1- 06/01/2024 REVISION 2:--0627/2023 SHEE DRAWN BY MBG SCALE. _- NTS F T #T2 EACH SIDE TO SEA,v. SEE iABtE E) RO > OF (5) 112 TO CURER NTERNALI TYP. .ROOF BEAM TO GUTTER W/ 1/8 RE C CH TABLE BEAM GUAHTINi IZE TYEH LEG 214 l41-12 205 TO012 216 16)R12 2x7 17) 12 ERE (8) e 12 ERE 191.12 0 1 Oi 112 2' D E H )EJ(UR BRACKET DILICKNESE O4 LEG Y WOODSCREW SHALL BE 0 25 TOI'.,LONG LEGSHALL B OJ Z ISO I G) 2 /dS S E'INACIET1 TO GUTTER HP, FORBEAMS ABOVE 2 8 INSTALL ( 1.TER BRACE AT 11F)POINTBET EC BEA B ISCLUDE2'GJ. E BRACE AT GC Jam, OCATrIT. �:.,. / 1 CID— H1111 GRITTIER }}t If E IGNPD BY Oit'IE:tSJ f ti BEAN i 121112 SM5 L -,27 pI coo GSCREwSUTTER BE' BORACKET AC'I GA EAI1 G MIN. EMBEDMENtSHALL NEE CLOSI 0 JI OM Of BEALAT EAGNGHITH MHAN -4AI R. E CISTYK L. F'ACII TIFF OF ' 4 i EA1S SIDE VIEW 2- /811- /7 /ERE _CHANNEL W/ 2E C'$DE TO ` EA` 121"LC i OGOFER SE IINT£RNALI t PLC . CHANNEL TABLE E41T p; SC wC0 G'-w iE'O.C. z1 x115MS 121 �, vr000TO— e 1 11ACINC: FASCIA 12'x6" MIN. EY SING) STRUCTURAL GUTTER TOP VIEW DETAIL"H'= BEAM TO GUTTER CONNECTION SCALE: NTS BEAMS TO BE CITY TO SLIDE OVER EACH OTHER -BEAM TO BE SAME WALL THICKNESS OR GREATER - _ _ AS BEAM FEE 7BAR GUSSET GUSSFT rcavw. / NOTE F E F S GUSSET K,n IBE A TOINENERSAN FROM FASTENERS -BEAM MIN. FROM COO GEE INSURE PROPER MAY BEY PR STAGGERED PER BLEB 1 CyJAN ITV PER TABU & ' FASTFI ER PAT' NMAYAPREA4fi R-NT FROM IL_LGRATON. MAINTAIN I/7 S.P RAnONBETWEEN FASTENERS_ MADUFAN3/8 MI N, FASTENER SEVARA ROD FRO' + BEAM EEO OEBSP P x' =�n.i _.... ` TASTE FEI ,"(AR TASTE 8E FN YSP CEDAROUND L;SSE. WOFBN 318"OF BEAM FIGHT, rE. FASTENERS MAY BE SI AG,GERED TO INSURE Fy 'MFC Mom, PROPER OUANTID PER TABLE 3-1 TEY ECW rlaT R BEAMS2C BEAM GUSSET 12 C �LLct(r C SDECFPI All 'AlU - JM HAT BAR. 12MAY BE c. .,/a IS OP USE( Ih �TFCFOF B_P.M _ 2k° z <a tl sxTx a s 'GUSSETS MAY HO INTERNAL. OR .1 COSxIB 408 EXTt'.R 'AL eN 1 G UST T. LATES TO BE ALUMINUM 2w6 B 2z6x 8 A z 8 16 OF ROCS, J ALUMINUM ALLOY 2-21 11 24 C, DETAIL KGUSSET CONNECTION _ .xa O—T 6aa A' IS SCALE: NTS W, OWCI 6x2] Se AT 0 2x Ort ul 6x3O a0 36 05A GUT ER TTP NER , FARE O OCTq W'21 12 z WOODSCRLW FASTEN TO GOITER W(2) \ - 10 SMS Y_ `= CUFFED BRACE WHEN BEAM & PURLIN HE ON CORNER - FASTEN OUTSIDE OF BEAM & PURLIN WE ! /8 2'12" REC CIT CS'TO W/(iT 10 SMS CH NLEG -FASTEN INSIDE CORNER EFFAM TO PER_N / 1 0 l!2 REC CH. CUT O He w/I2 R10 SMS INTO EA_ MEMBER _.. BEAM R PURLIN DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: NTS \ - 12( R14 WOOD SCIRS' S 121<i05MS INTO FASCIA /8" FEC CH. CUTTO F17 ft 10 SMS EA SIDE TYP_ GIRT I/612k4 DE 4F 10S/ 51NT0 B A. STRUCTVRA. GJ* `ER 12) 410 SMS INTO GUTTER SIDE VIEW 2} C IT R BR CCS / FASCIA �/ EAC /(Zl A 10 SMS INTO �U-TER W (21 d 1 a .. CREWS INTO ensaA 2'12 z FTE REC C-, CUITO BRACE w/(2) d 10 EMS CO SIDE TYP, 1.. \ SNS SMe n- L 8' 2'STRAP / GIRT \ 7) #SOS. SI'N ( BEAM STRUCTURAL GUTTER I2I "IOF SI TOGUTHER TOP VIEW DETAIL 1" CORNER CONNECTION SCALE: NTS A o a o Digitally signe w ©UaJ B �b Craig Ea�c P cj.ESsOVF IN,60102 Gunderson E Lx c G E Ello P`, STATE DE Date: i SIR_ mE °FS [DRDe�, 2023.06.27 MEC E Iii o o mJ S/ONAL Ems.;. BY 10:24:51 -04'0t 111 110x3/a" SOME -� CY PLATE O ANGli OR E&IEx2 G / <) T 2 SETS INTO EACH NTLRSECTING MEMBER 1/8 STAINLESS STEEL BRl. DED CABLE DETAIL 1-2" CABLE CONNECTION AT CORNER SCALE: NTS 'IS. 118"STAINLESS STEEL /\� / BRAIDED CABLE 640'MINT / 0'MAk e i 30IX") PSI CONC 3 111 A-36 STEEL CLIP 6x6 INITF - / L WIN (2) 3/8"EA SICEVEANCHORS WARM OR 9SRA.FSH FOR PAVERS G� 1/4 ITTAPCONS DUST PAVERS INTO. OGLING I/8 StAIN_FSS SIEE4 �\ L BRAIDED C'.ABF 40° MIN. \ u0't hX \/ 1 � OSW PST Co.' / 6Y6!(O;() 1- /8^DIAx3 TEDED WWM OR NORMeSH CONC.SCREW ANCHOR (TAPCON OR EOLAL) TANETF BRAIDED CA IEEEL 40 MIN 6G"MAR GYC jam A 1(Hl0 PSI CONC_- 6x6-10,10 1 5.1 ALUM. STRAP wWM OR RBERMESH _ x Ei STS 01A.x 3' MASONRY ANCHOR MAPCON OR CC I AI..I DETAIL'I-1" CABLE CONNECTION AT FOUNDATION SCALE: NTS 2 LU Z u Q O z Cc,V M z w J ySZ J Z <0< Q U) Z � 'S O�Oa. U) 0 : ZUS o zOY E, 0 :E a OOoQ E_ Zco� F 0--c)cv co w Z O G K QmN DESIGNETATE 05/19/2023 REVISION 1: 06/01/2023 REVISION 2'. NG27/2023 STNE:E DRAWN BY MBG .SCALE. NTS t INSTR#2023083567 OR BK10815 PG3238 Page l,fl 05/11/2023 08:36 AM Rcpt: 2581947 Rec: 10.00 DS: 0.00 IT: 0,00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller This Instrument Prepared by: Chelsey Holmes PO Box 7427 Lakeland, Florida 33807 OFFICE BOX NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF POLK 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. 1. Description of property: (legal description of property, and street address if available) 38335 Springhead Ln. Zephyrhills, FL. 33540 26-25-21-0150-00400-0040 2. General description of improvement. Screen Enclosure on Existing Concrete 3. Owner information a. Name and address: William Anton Jr. 38335 Springhead Ln. Zephyrhills, FL. 33540 b. Interest in property: Fee Simple/Owner c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: Robinson's Aluminum Construction, Inc. PO Box 7427, Lakeland, FL 33807 b. Phone number: (863) 6484811 c. Fax number (optional, if service by fax is acceptable): 5. Surety a. Name and address: N/A b. Amount of bond $ c. Phone number: d. Fax number (optional, if service by fax is acceptable): 6. Lender: a- Name and address: N/A b. Phone number: c. Fax number (optional, if service by fax is acceptable): 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(l) (a) 7. Florida Statutes: a. Name and address: N/A b. Phone number: c. Fax number (optional, if service by fax is acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the LienoT's Notice as provided in Section 713.13(1) (b), Florida Statutes: a. Name and address: N/A b. Phone number: c. Fax number (optional, if service by fax is acceptable): 4. Expiration date of notice of commencement (the expiration date is- I year from the date recording unless a different date is specified) Swom to and subscribed before me by WILLIAM RDPIXT AA10 N , who is personally known to me or produced f L QRN4iY—I (4041* identification, and who did rwf take an oath., this 00 day of MAY —, 20 -Z5 -. Signature of Notary H I \ Printed Name of Notary LI-V+ AA)ITW4 Commission No. /Expiration. I?TVT/&0-?G SEAL: I I Signature of Owner Owner's Name Owner's Address WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCE W-NT —AIK CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RE - L IN YO PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POST THE JO SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A 0 YB FO COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ItIQ11 1 6V T, 101nea:V1 LT ,tat f Flo; 11�,3 tnmftI-iH134'-'2567 'xpires 110/17/2026 26-25-21-0150-00400-0040 Assessed in Section 26, Township 25 South, Range 21 East of Pasco County, Florida ZEPHYR LAKES SUBDIVISION PHASES 1B AND 1C PB 84 PG 085 BLOCK 4 LOT 4 Please be advised that our legal descriptions are for assessment purposes only, and are not intended for use in legal conveyances. BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 4, BLOCK 4, ZEPHYR LAKES SUBDIVISION PHASES 1B AND 1C AS RECORDED 1N PLAT BOOK 84, PAGE(S) 85-90, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. M. 7w. Lma 0 Ow"Um L.9th Li N6a9a'00°W aa0v TRACT A DRAINAGE AREA (PRIVATE) DRAINAGE EASEMENT (PUBLIC), �� LOT 4GRAPHIC SCALE 4 m 0 15 30 ABLOCK azw sal FT S aB' b i OA I0.2' "R N 14, 0 0 Ui N N <? LOT 3 ONE STORY 4 CrntwetE s Ox a WSnoEN FRAME § LOT S ✓LOCK J ? j �F"SRED FLOOR 3 BLOCK 4 Ei.EVAwN..Ra.w Q N y�gp��pp N"1 EJ99TRY T N± w ADDRESS: z (n 38335 SPRINCHEAD LANE taz' ZEPHYRHILLS, FLORIDA 33540 nr„ 4C' FOR THE BENEFIT AND EXCLUSIVE USE OF: pM WILLIAM ROBERT ANTON, JR & �EpF ArF tX JACCIUELYN JEAN ANTON Q DHFLORIDA, INC. at' wOWEa UE CO 7 TITLE OF rMW NAX wasO aws° UHI MORTGAGE COMPANY LTD. R3 b. a zzMIS Le OHl TITLE INSURANCE COMPANY O V) s A&P`iCdt`S 4F7 R �( 'BI 2' WAMI OURS 4J .�� A NOTES: �' P a iS0.00" w4 ax 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN _ _,­ t Sl 444.BY FIELD VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SPRINGHEAD LANE SET/FOUND ON 10-20-22,.UNLESS OTHERWISE TRACT E SHOWN. .50' WIDE PRIVATE RIGHT OF WAY 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF SET WAR. Awn nLsO AL to $ WAY, RESTRICTIONS OF RECORD WHICH MAY LEGEND: FOUND WAR. AND DISC AFFECT THE TITLE OR USE OF THE LAND. -^-- - --^-^- CEIk1EALME A LB �`Oi iJ 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN """' RrcRrt WAY UME DRAINAGE ROW 0 L9 p. IRON I'- ARO CAP LOCATED, EDOSTINO EUVATRMR (P) PER PLAT (M) AA AM CO00710NER MEASURED 0^ WSET 5, BUILDING TIES SHOWN HEREON ARE NOT TO BE CONCRETE PG FONT OF CURVATURE USEO TO RECONSTRUCT THE BOUNDARY LINES, COW CONCRETE SLOOt WALL 00 PONT Or OOMPODUNO CURVE Pf PUNT 8. ELEVATIONS SHOWN HEREON ARE BASED ON (5tA MOT ACCE shm OR PAD PPAPKSR KALON NOS BENCHMARK V652, ELEVATION 107.53' NAVD 1986 DATUM ���5�� W( C %Ae C W Pon ONT vE CUR POL PONY ON LINE PRO POINT OF REWIM CURVATURE F:E.M.A. MROY MANAGEMENTAGENCY F.LR,M, Ft6M RAMC% RATE Attie PRM PERMANENT REFFERR" MONUMENT 7: TREES SHOWN HEREON WERE IDENTIFIED AND WENT1 U A U g5 p�I PR ON �I RvwYOw AM MAPPEw Pt PaR,V rAN1 &, SO FT. SOlXI# FEET POSITIONED BY THE CLIENT AFTER. THE COMPLETION OF THE LANDSCAPING, AND NOT BY I.S UG€NSED SURVEYOR ORUE MARIAM & UTIUTY EASEMENT SSW SIDEWAL9 TYP TYPICALTHE SURVEYOR AT THE TIME THAT THIS FINAL 0E DRAINAGE EASEMENT UE URUTY EASEMENT. LIP nXCIRIOAL. PEDESTAL SURVEY WAS PERFORMED IN THE FIELD ON NAM NORTH AM€RICAN VERTICAL DATUM T00 'LEAA,HSFORTMEY4 10-20-22 . WS WATER SMWE 7R TELEPHONE. RISEii RBS REOLARAEO WATER SERMOE. ncnnwu arala: BEARINGS $11 WN HEREON ARE BASED ON THE CENTFR4,INE OF SPRMOM M LAW BEINO HBBMa'OO`W, PER PLAT. u own- iff IN AMERICAN URV YING t Mu9 iro Mae wuuw,n mk PA oN us. , Iro�m wMMa, iPiEi.D DATE.) G2-22-22 REST ED; & MAPPING INC. SCALE: �� F..�T 7. r t , oan:7oTa.Tan an:taaowom APPROVED Bn JAMES W. BOLEMAN PSM $485 .pB N0, 210A24 LOT 4, "O< 4 FINAL TP- 20 3101. Magtrfta Blvd S011e 200, Orlando, PL 3280.3 AOY,d26.7B79 THIS BOUNDARY & AS-SUR.T SORVE IS NOT VA M PMt 'NNE AUTHENTIC MXMO IO SIGNATURE THE AUTHENTIC CUITIRONM SEAL OF A FLOM DRAWN BY: RMB FORMBOARO W-18-22 SJS PLOT PLAN 12-27-2021 00 atn lira n SUN Rt i �LKa LICENSED SURVEYOR AND MAPPER..