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Home My WebLink AboutREVISION - BUILDING PERMITOFFICE USE ONLY: DATE FILED: ` a PERMIT # REVISION FEE: RECEIPT # LOCATION/SITE ADDRESS: CA-6XI PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISI PROJECT INFORMATION DETAILED DESCRIPTION REVISIONS: / CONTRACTOR INFORMATION: STATE of FL REG./CERT BUSINESS NAME:—lT3I QUALIFIERS NAME—jy^ ADDRESS: T1ICI Kli, STATE: PHONE(DA OWNER/BUILDER INFORMATION: NAME: ST. LUCIE CO CERT. #: FAX: CITY: d I STATE: :JF�) PHONE (DAYTIME: -nog . I . , ��?�rj FAX: ARCHITECT/ENGINEER INFORMATION: CITY PHONE SLCCC: 9123109 Revised 06130117 E0." ZIP: ZIP: ZIP: BY St. Lucie County CTURAL ENGINEERS March 4, 2019 Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Tuff Sheds, Inc. Plan # TSR7-1015S 160 MPH Dear Mr. Campbell, RECEIVED APR 0 2 2019 ST. Lueie Geuntyi Nfrfl141110 Per the requirements of the Florida Department of Business and Professional Regulations, the above referenced plans have been reviewed for compliance with: 2017 Florida Building Code, 6th Edition 2014 National Electrical Code (NFPA-70) These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file with Topline Engineering, LLC. All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Thank you. Respectfully, William E. Neary, III FILE COPY Business Partner Topline Engineering, LLC BILL.TLE@yahoo.com 10649 Oakview Pointe Terrace • Gotha e FL 34734 • Phone (407) 421-4037 • Projects.TLE@yahoo.com FL Certificate of Authorization 31785 T L'TOP LINE FNNFFa1NO, LLC -I� I R GIWEEM William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SHEETINDEX SHEET 1 -GENERAL DESIGN REQUIREMENTS SHEET 2. FLOOR DESIGN SHEET 3 -WALL DESIGN SHEET 4-ROOF DESIGN GENERAL NOTES FOR SHEDS UP TO 10'X15' FOOTPRINT AND UP TO T WALL HEIGHT ROOF PITCH BETWEEN 2:12 AND 6:12 1. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY 2. BUILDINGS ARE EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION R101.42 3. BUILDINGS 0 SO -FT TO 719 SO -FT ARE EXEMPT FROM WINDBORNE DEBRIS IMPACT STANDARDS 4. BUILDINGS 0 SO -FT TO 399 SQ-FT ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS 5. BUILDINGS 400 SCWT OR GREATER ARE REQUIRED TO MEET THE 6'-F DOOR HEIGHT 6. ALL WINDOWS AND DOORS TO MEET THE MINIMUM LISTED SPECIFICATIONS REQUIRED BY THE FLORIDA BUILDING CODE 7. GUTTERS ARE TO BE SITE INSTALLED PER LOCAL AUTHORITY HAVING JURISDICTION AND PERMITTING S. FOUNDATION PLANS ARE NOT PART OF THESE PLANS ARE LOCALLY DESIGNED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION 9. NO ELECTRICAL PANEL IN BUILDINGS AS SUCH DATA PLATES AND INSIGNIAS WILL BE FASTENED TO THE INTERIOR OF THE DOOR HEADER ON ALL BUILDINGS. TUFF SHED Storage Buildings & Garages TUFF SHED. MFG. FACILITIES MIAMI-DADE NOA AND FL PRODUCT APPROVAL WITH HVHZ MIAMI-DADE NOA: 1. PRIMESOURCE BUILDING PRODUCTS RING SHANK NAILS -MIAMI DADE NOA #17-0821.08 OR APPROVED EQUIVALENT. 2. ECO WINDOW SYSTEMS, LLC WINDOWS - MIAMI-DADE NOA #17.1102.22 OR APPROVED EQUIVALENT. 3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS - MIAMI-DADE NOA #16-1129.01 OR APPROVED EQUIVALENT. 4. GAF ROOF UNDERLAYMENT-MIAMI-DADE NOA#18-0119.15 OR APPROVED EQUIVALENT. 5. GAF STARTER STRIP SHINGLE-MIAMI-DADENOA#15-0922.05OR APPROVED EQUIVALENT. 6. GAF ASPHALTIC SHINGLES -MIAMI DADE NOA#18-0123.06 AND NOA #16-0811.11 OR APPROVED EQUIVALENT. 7. GAF RIDGE VENT -MIAMI-DADE NOA #1"619.02 OR APPROVED EQUIVALENT. FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ - 1. TUFF SHED, INC DOORS- FLORIDA BUILDING APPROVAL#FL22202 OR APPROVED EQUIVALENT. 2. LP SMARTSIDE SIDING- FLORIDA BUILDING APPROVAL#FL9190 OR APPROVED EQUIVALENT. 3. SIMPSON H2.5A HURRICANE TIE- FLORIDA BUILDING APPROVAL #FL10456 OR APPROVED EQUIVALENT. 4. SMART VENT PRODUCTS,INC - FLORIDA BUILDING APPROVAL 4FL5822 OR APPROVED EQUIVALENT. 5, GULF COAST SUPPLY B MANUFACTURING,LLC - FLORIDA BUILDING APPROVAL #FL11651.23 OR APPROVED EQUIVALENT. ICC ESR REPORT WITH FLORIDA APPROVAL SUPPLEMENT WITH HVHZ- 1. EAGLE METAL TRUSS CONNECTOR PLATES -ICC ESR-1082 FBC SUPPLEMENT DESIGN REQUIREMENTS BUILDING CODE 2017 FBC 6TH EDITION ELECTRICAL CODE 2014 NEC NFPA ]0 BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED MANUFACTURER TUFF SHED INC. I AGENCY TOPUNEENGINEERING LLC AGENCY PLAN NUMBER TITS]-10355 CONSTRUCTION TYPE V-B FIRE PROTECTION B I FIRE SUPPRESSION SYSTEM NO I OCCUPANCY UTILITY I NUMBER OF OCCUPANTS 0 ALLOWABLE #OF STORIES 0 WIND VELOCITY 160 MPH EXPOSURE C I FIRE RATING OF EXTERIOR WALLS 0 I FLOOR LIVE LOAD 55 PSF I FLOOR DEAD LOAD 10 PSF ROOF LIVE LOAD 30 PSF ROOF DEAD LOAD 10 PSF "R" RATING OF FLOOR WALLAND ROOF R-0R-0R-0 I MODULES PER BUILDING 1 SQUARE FOOTAGE 150 FTZ APPROVED FOR HURRICANE PROTECTION USAGE NO DESIGNED FOR HURRICANE PUBLIC SHELTER NO ENCLOSURE: ENCLOSED RISKCATEGORY. 1 IMPORTANCE FACTOR: 1.00 COMPONENT AND CLADDING: ROOF: 311-19 PSF(ZONE 1) WIND PRESSURE (PSF) (ASD VALUES) -531,19 PSF (ZONE 21 (BASED ON 10 SQ FT) -791+19 PSF (ZONE 31 WALL:-361-34 PSF (ZONE 4) 451+34 PSF (ZONE 5) INTERNAL PRESSURE COEFFICIENT: +/-0.18 MODULES PER BUILDING: 1 By. PK TITLE DRAWING No. TSR7-10155 TUFF SHED -FT. LAUDERDALE 1919 NW 19TH STREET 1Xtet urwwln�e ANO Inc DESIGNARETHEPROPERTY OFTUFF SHED. INC. THESE TUFF SHED, INC. ENGINEERING DEPARTMENT 218119 SHEET.INDEX SUITE 301 DRAWINGSAREFORA SEE DETAILS NOABFL APPROVAL FT. LAUDERDALE, FL 33311 BUILDING TO BE SUPPLIED AND BUILT BYTUFF SHED. RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM REV. LEVEL 00 DESIGN REQUIREMENTS SHEET ANY OTHER UBe0" BODIRIFF 1777 S. HARRISON STREET SHED AND THE SHED THE ENGINEER OF DE03)753 OLORADO 80210 RECORD (303)]53-8833 EXT.96315 PAGE 10F4 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015S 160 MPH 7 MAR MAX 15'-0' LONG 11!!II%/ 1= \ TREATED 3/4' \\ FLOOR ` DECKING* X 2318 ATTACHED wITH.11a• z 3r6• HOT DIPPED GALVANIZED RING SHANK NAILS AT 6' O.C. ON THE EDGE AND 12' O.C. IN THE FIELD WOOD SHED BASE DETAIL TUFF SHED Storage Buildings & Garages ffFF SHED. MFG. FACILITIES ml� ATTACH ALL FLOOR JOISTS TO RIM JOISTS WITH (3) .113' X 3• HOT DIPPED GALVANIZED RING SHANK NAILS TREATED ZX6 FLAT SKID, TYP (NOTSTRUCTURAL FOR SHIPPING PURPOSES ONLY) (2) TREATED 2X6 BLOCKABOVE SKIDS AT EACH END, TYP TREATED ZX613LOCKS AT 4 CORNERS ATTACHED WITH (6) .113' X 3' HOT DIPPED GALVANIZED RING SHANK NAILS -TtL 1pP lINf END NEERING, LLC 1.. -Sf�P t'IDIUTF�ZI17 f,, William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 T-0- 1a'-D•MAX 1 EACH 2'-0' BLOCK MUST BE INSTALLED WITH (2) ROWS OF 10d NAILS @ 3- O.C. ANGLE BRACKET TO BE r—SITE INSTALLED WITH TYPICAL ANCHOR 2 BRACKET DETAIL By. PK TITLE DRAWING NO. TSR7-1015S TUFF SHED - FT. LAUDERDALE 1919NW19THSTREET mese DHAmrvcs ArvD Tne DESIGN ARE THE PROPERTY OFTUFFDMW[NGSSHED, THESE TUFF SHED, INC. ENGINEERING DEPARTMENT 2/6HB FLOOR FRAMING PLAN SUITE 301 AREFOfi REV. LEVEL OD SEE DETAILS FLOOR SHEATH ING 6 NAILING FT. LAUDERDALE, FL 33311 BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE RICHARD J. WILLS, P.E. AWILLS®T'UFFSHED.COM SHEET 2 O BTXTUFF 1777 S. HARRISON STREET SHED AND NEER OF D THE ENGI _ G0)7538833EXT96315 REOORDDTHE � PAGE 2 OF 4 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015S 160 MPH ASSEMBLY WALL FRAMING TO BE SPF STUD GRADE OR BETTERAT 18" O.C. 1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES WALL FRAMING NAILING - REFERENCE FBC 6TH EDITION (2017) TABLE 2324.1: 1. TOP OR SOLE PLATE TO STUD, END NAIL: 12)16d NAILS 2. TOP PLATE TO TOP PLATE: led NAILS AT 1 ' OC 3. TOP PLATES, WHEN LAPPED AT CORNERS: (2) 16d NAILS 4. SOLE PLATE' FLOOR: 160 NAILS AT 1fi° OC SHEAR WALL NAILING NOTES: 1. FOR 318°SMARTSIDE OR 7116'OSB, USE ad(0.131"0 X 2Y) COMMON NAILS 1.1. NAIUNG:EDGE-Q 3'O.C. ELD FI- Cr9 G" O.C. 2.21 FOR THEMG ELY BLUE AND FIELDOqOOFFINOGCNAILS (MIN. 0.120-0 X%-WITH A'a/¢ HEAD) 3. NOSINGLEOPEI GREATER THAN 4'-0' 4. 10' WIDE X 10'-15'LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE SIDE WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH NO OPENINGS OTHER THAN GABLE VENTAS SHOWN. ffi-0' 1 WALL A ELEVATION 12 WALL C ELEVATION Sraevle•en TUFF SHED Storage Buildings & Garages TUFF SHED. MFG. FACILITIES iV-0'T015'-0" I WALL B ELEVATION sule:vle•ra T.P T•TOP LINE ENGINFERING, UX MtiCfUMI EITLINEERf William E. Neary, III SMP-51, SMI-79, ICCS195040 10649 Oakview Pointe Terrace Gotha, Florida 34734 TYP1VP11 SxEAW NG OPTIONS W SMMTSIVE So' SMARTSIDE VATH FOIL SACKER 711TOSS THERMOALYRED NOTE: DOOR CENTERED ON WALLS UP 70174-LONG. 1TT01SLON0 WNLCAN IWVEOF`rONAL RN1' WINDOW NEMTODOOR. DOUBLE TOP PLATE CRIPPLES (IF REQ.) DOUBLE TOP CRIPPLES (IF VF'HEADER HEADER KING STUD NG STUD 2X4 WINDOW SILL TRIMMER BASE PLATE BASE PLATE FLOOR DECKING FLOOR DECK OWINDOW FRAMING DETAIL O DOORPMNDOW HEADER SCHEDULE WALLS A AND C END WALLS OPENINGS UP TO 3'-0" USE (2) 2X4 SPF #2 WALLS BAND D SIDEWALLS OPENINGS UP TO 4'-0'USE 2 2X4 SPF#2 FLOOD VENT INFORMATION (IF APPLICABLE): SMART VENT PRODUCTS INC, FLOOD VENTS FLORIDA BUILDING APPROVAL #FL5822.R7. PROPOSED SHED SIZE (SQ. FT.) 2 VENT MINIMUM REQUIREMENT ADEQUATE FOR UP TO 400 SQ. FT. PER MANUFACTURER)STATE APPROVAL 100 120 150 IF IN FLOOD ZONE, USE PRESSURE TREATED FRAMING VENT OPENINt BETWEEN WALLSTUDS. ENT SECURED TO SHEATHING AS PER MANUFACTURER'S INSTRUCTIONS BASE PLATE 3 VENT DETAIL ... By. PK TITLE DRAWING NO. TSR7-10165 TUFF SHED - FT. LAUDERDALE 1919 NW 19TH STREET THEse DHAwINGs/WD Ne OF TUFFIGN SHED.INC.T PROPERTY OFTUFFSHED.IN. THESE TUFFSHED, NC. ENGINEERING DEPARTMENT 218/19 WALL FRAMING SUITAUD1 DRAWING SA RE FORA SEE DETAILS ELEVATIONSAND HEADER DETAILS LAUDERDALE, FL 33311 BUILDINOTO BE SUPPLIED BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDENBYBOTHTUFF RICHARD I. WILLS, P.E. RWILLSQTUFFSHED.COM 1777 S. HARRISON STREET REV. LEVfEFT. SHEET SHED AND THE ENGPJEEROF DENVER, COLORADO 80210 VENT DETAILS RECORD (303) 753-8833 EXT.96315 PAGE 3 OF 4 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015S 160 MPH wwlsp w�N.veae. a.. w"w.irv. r�mmmv„aavtq.n MAR 3X4 20 GA PLATES 5 0 TRUSS NOTES: FBC, EDITION (2017) _ f 1 EACH SIDE ANSIRPI I-2014 12 TRUSSES TO BE SPACED (rg 2 MIN Q6MAX MATERIAL TO BE 2X4 SPRUCEE PINE FIR GRADE t320R BETTER PLATES ARE TO BE PRESSED IN THE WOODPERTPL io ( REP MEMBER INCREASE: YES N 10'SPAN LUMBER D.O.L: 1.15 REACTIONS: MAX VERTICAL: 400 LBS. WIND: MAX UPLIFT:-395 USE. ASCE 7-10,160 mph, Exposure C, D.O.L. 1.60 MAX DEFLECTION: VERT U. - 0.061N VERT TL- 0.081N IV-n•MAX COMMON TRUSS --- --- --- --- --- --- --- --- I I US I I 2'-0• 4' ccM I I I I a I o I I w I — — — RIDGE LINE — — I w I o I I I I I y I + I I I I ROOF FRAMING PLAN WALL TOP PLATE ROOF SLOPE VARIES FROM 2/12 TO 6112 TUFF SHED TITLE TRUSS DETAIL a 218/t9K Storage Buildings & Garages TUFF SHED. MFG FACILITIES $rate: SEE DETAILS ROOF FRAMING PLAN TRUSS ATTACHMENT ROOFASSEMBLY ror tI EINEEM C i CN 1RING, William E. Nasty, III SMP-51, SMI-79, ICC 5185040 20649 Oakvlew Pointe Terrace Gotha, Florida 34734 RAFTER SIMPSON H2.SA HURRICANETEATEACH END OF TRUSS, INSTALL PER MANUFACTURER'S SPECIFICATIONS WALLTOP PLATES OTRUSS TO WALL CONNECTION. DETAIL ROOF SHEATHING ROOF SHEATHING -7/16' OSB -7/16. OSB -7/16'OSB WITH FOIL ALL FASTENERS FBC 1517.5 -7/16' OSB WITH FOIL - 19132'CDXPLYWOOD C -19/32•CDX PLYWOOD CLASSW SHINGLES—i \ ROOF UNDERLAYMENT METAL ROOF — `HORIZCNTAL PANEL DRIP EDGE EDGEWISE BLOCKING FLASHING I REFERENCE NAILING NOTES BELOW 3 ROOF ASSEMBLY DETAIL .,. 1. USE 0.113.0 X 2%r• HOT DIPPED GALVANIZED RING SHANK NAILS 2. NAILING: EDGE -14" O.C. FIELD- 6"O.C. AWING NO. TUFF SHED -FT. LAUDERDALE 1XbscDw.winesa�D me T$R7-10155 1919 STREET TUFF SHED, IN.T ESE OFTUFFSAREFC.THESE OF SUITE 319TH SUITE 301 DRAWINGS ARE FORA V. LEVEL DG FT. LAUDERDALE, FL 33311 BUILDING TO BE SUPPUED AND BUILT BY TUFF SHED. EET • 4 ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF GE 4 OF 4 RECORD TOE NAIL WRH (3) IN NAILS, (2) ONE SIDE. (1) OTHER SIDE ALL FASTENERS FBC 1517.5 ROOF UtJDERLAYMENT NAIL WITH{ TINCAPS HORIZONTAL PANEL REFERENCE NAILING NOTES BELOW 4 ROOF ASSEMBLY DETAIL FOR METAL TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. RWILLSQTUFFSHED.COM 1777 S. HARRISON STREET DENVER. COLORADO 90210 (303)753-8833 EXT.96315 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015S 160 MPH wn.Iemwry.xmfrwr D4wW"+Nav[onm,anemmr'rv• £-. ..,w wfrmwwa..d r"w�aow,�.v�mtl„m.�a =a��.^,•-. vlm�y+mouevq++ , ' atetr yr "UUlVLh9RY .PURVEY PkZrARED FOR DOYLE L. REINHARDT, JR,.. -,,gip PERTYFROM I'MW (� FlP 1/2" (NO ID) m o ur o OS �+ m J 00] Z O W W z Z 0 O 0 p LOT 7 z o BLOCK 89 w FIR 5/8- CORNER FALLS IN TR _ 30.00' (NO ID) N 90.00'00" E 125.00''000LD NOT VT ^.r,.•: 39.0' STIED 'I LOT 8 �Q•,�o $o BLOCK 89 e 6 o c 0 30.00 FIR 5/B" 5 90'00 00 W 125.00' FIR 5/8' (NO ID) (NO ID; LOT 9 BLOCK 89 VI LOT 25 BLOCK 89 LOT 26 BLOCK 89 LOT 27 BLOCK 89 from- GKAFHIC5CALE. ewoaaar�Yta�ns ro es �rznc� srtrffitc Dma>ss Atl t�a[�voswotlfWStNtBssxowN.tlBe WN®dOtn59R�. a ueom.IvetremmrYnrrotmmm�assso®.r a 13. 50' (a B&1®'1C9AF8 &L� I8'OH1R6A+GORD8BN9M6POH]1�BRWIDbYRIBR¢ WAYIABOPP.IPAPAIDGV& 1 ° - 3a IDD�-tSOf089 �,QyyY- �-IDta - Know It Now, Inc. vctwxer'xws - PROFESSIONAL SURVEYING AND MAPPING 3306 AVIATION BLVD, VERO BEACH, FL 32960 FLORD)A BUSUM8 CERTIFICATE OF AUTHOMATiON NUIMM LB 8912 Phone (772) 925-2250 _kAn J—JUKVL7d(7FWMPLMEW17iiO(jl'I,. .:jgOj, g LEGAL DESCRIPTION. JOB NUMBER: 1604-083 ,LOT 8, BLOCK 89, INDIANRIVER ESTATES UNIT NINE,' ACCORDING TO THE PLAT THEREOF, AS RECORDED IN FIELD WORK DATE. 04/26/2016 - PLAT BOOIFI-a-PAGE-74 OF THE PUBLIC RECORDS OF ST. - - - LUCIE COUNTY, FLORMA. PROPERTYADDRESS. 6004 PAPAYA DRIVE, FORT PIERCE, FL 34982 1;.SM a CONCRETEMONUdffiNF DRRLXOLE FLOOD ZONE TIM SURVEY SITE APPEARS TO LIE INFLOOD ZONE 'x , ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCYFLOOD INSURANCE RATE MAP NUMBER 12111CO28IJ, DATED FEBRUARY 16,2012. LINETYPES --BOUNDARYLWE --STRuCn=LwE - .. CEN723PI.M ASAESIE'�w LINS -�- = FBNCELWE SURVEYOR'S NOTES 1. THIS SURVEYDOES NOT D TRRM,.,,, OR INDICATE LAND OWNERSIRP. 2. THE SURVEYOR DID NOT RESEARCH OR ABSTRACT 710MM RECORDS FOR RIGHTS -OP -WAY, EASEMENTS, RESERVATIONS, DEED RESTRICTIONS, ZONING REGULATIONS, SETBACIM LAND USE PLANDES[GNATLONS, ADJOMINGDEEM LIENS, MURPHYACT RIGHTS -OF -WAY, AREAS OF LOCAL CONCERN, OR OTHER SIMLAR JETNSDIC77ONAL DMMZMENA77ONS. TO TBE EXTENT THAT THIS TYPE OFWORMA77ONIS SHOWN IT IS SHOWN SOLELY ON TBE BASIS OF RMRUA77ON PROVIDED BY THE CLIENT OR RVFIORMA77ON 0770RIWMI MVTD 7M SURVEYOR AND MAYNOT BE COMPLETE. 3. UNDERGROUND UTTLITIEN BUILDING FOUNDATIONS, AND OTimR UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE RMICATED• TO THE EXTENT 771AT THIS TYPE OFINFORMA770NIS SHOWN, ITIS SHOWN SOLELYON7M BASIS OP SURFACE INDICATIONS OBSERVED BY77M SURVEYORAND MAYNOT BE COMPLETB. 4. JURfWXMONAL WR7LANDSAND ENDANGERED OR THREATENED SPECL S HABITAT, RIANY, THAT MAYMUST ON OR AROUND THE SURVEY SITE WERENOT DBEEPAWYED OR LOCATED S. TBE SURVEYDATE IS TBE FIELD DATE SHOWNIN TIM TIM BLOCK, NOT THE SIGNATUREDATE. 6. T l:RS SURVEYMAP OR T RE COPIES THEREOFARENOT VALID WITHOUT TIM SIGNATURE AND THE ELECTRONIC OR ORIGINAL RAISED SEAL OFA FLORIDA LICENSED SURVEYOR AND MAPPER 7. FENCES SHOWN ONSURVEYARE FOR ILLUSTRATIVE PURPOSES ONLY. FENCE TIES SHOWNARE RELATIVE TO 771E CENTER OF SAID FENCE. TIM SURVEYOR WILL NOT BE RESPO RM FOR DAMAGES RESULTING FROM TBE REMOVAL AND/OR CHANGES TO ANY FENCES UNLESS THE SURVEY WAS PROVIDED SPECIRCALLYFIOR PENCE LOCATIONPURPO.SES. SURVEYOR'S SIGNATURE NOYVAfIDW OU[TARNRNWNIBAADOA[ODWLR{QiLp, OREZECTORICBtNWMW PLJRRM IS6AIOSD BD8YS40RDRLOR.'R660AHA[OR Affi®Y CIDOES68'IHAT'I1�SI�' CR�OIOI: BRWANRAAAD OBAI.I D mBb'18Pt9CmU8H.9BS4P 3R Ht CAAARxn—isi � 't AST lfRs 3uRv UAr Rmol °mQdl(P4um'IF.ci�uaG�°V.As r=oR60°U RVEOH N6CHORif[DY'IARHIARmAAOAiD)OH 9UR WDE. ANDbfAPPF S CAAHD9t61-11A51AA "&7v 3'J OFTlpCHIAWOAAWCROAlFADVR COD$ PURAUAMTD AHCDOA4TIAT), PLOI®A RiANIR9. 04/27/2016 DATE SURVEYOR AND MAPPER #4636 STATE OFFLORMA FWRBIA BUSRMS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 DOYLEL. RERNFIARDT, JR JOYCE E. RERNHARDT FIRSTINTERNATIONALIn= INC. FIRST AMERICANTTTLE INSURANCE COMPANY Know It Now, Inc. PROFESSIONAL SURVEYING AND MAPPING 3306 AVIATION BLVD, VERO BEACH, FL 32960 Phone (772) 925-2250