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HomeMy WebLinkAboutSURVEY MINI. SETBACK REQUIREMENTSe' LEGEND ` CONIC CONCRETE ACCMP ASPHALT COATED CORRUGATED METAL PIPE CA CENTERUNE NGVD NATIONAL GEODETIC VERTICAL DATUM OF 1929 PB PLAT BOOK PU&DE PUBLIC UTILITIES & DRAINAGE EASEMENT EDP EDGE OF PAVEMENT NAVD NORTH AMERICAN VERTICAL DATUM OF 1988 ORB OFFICIAL RECORD BOOK -4KNI INDICATES PROPOSED GRADE (BY CLIENT) PG PAGE PLS PROFESSIONAL LAND SURVEYOR RIGHT OF WAY RLS REGISTERED LAND SURVEYOR R/W POWER POLE EL ELEVATION (VERTICAL CONTROL) -`�"OOO.H,,- OVERHEAD WIRES BSL BUILDING SETBACK LINE O CORNER MARKER RECOVERED POC POINT OF COMMENCEMENT • CORNER MARKER SET POB POINT OF BEGINNING PCP PERMANENT CONTROL POINT BM BENCH MARK PC POINT OF CURVE CB CONCRETE BLOCK PT POINT OF TANGENCY CM CONCRETE MONUMENT PRC POINT OF REVERSE CURVE FF FINISH FLOOR PCC POINT OF COMPOUND CURVE FND FOUND PI POINT OF INTERSECTION IP IRON PIPE INDCATES RECORD DATA IR IRON ROD x00 INDICATES GROUND ELEVATION ID IDENTIFICATION INDICATES SURFACE WATER FLOW LB LICENSED BUSINESS INDICATES NAIL OR NAIL AND DISK L LENGTH OF ARC CLF CHAIN LINK FENCE M MEASURED WF WOOD FENCE R RADIUS OF CURVE WWF WOVE WIRE FENCE RGE RANGE WM WATER METER SEC. SECTION SS SANITARY SEWER TWP. TOWNSHIP UB UTILITY Box COV COVERED LP LIGHT POLE INT INTERSECTION S/W SIDEWALK A/C AIR CONDITIONER N/D NAIL AND DISK NOTES: 1. THE LANDS SURVEYED LIE WITHIN FLOOD ZONE X, PER FLOOD INSURANCE RATE MAP NO.12111C, COMMUNITY PANEL 0277J, DATED FEBRUARY 16, 2012 THIS LOCATION IS BASED ON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. FINAL LOCATION AND FLOOD ZONE DETERMINATION REST WITH SAID AGENCY. THIS SURVEYOR ASSUMES NO RESPONSIBILITY FOR SAID LOCATION AND DETERMINATION. 2. THERE MAYOR MAY NOT BE RECORDED OR UNRECORDED RIGHTS OF WAY RESERVATIONS OR RESTRICTIONS AFFECTING THE LANDS SURVEYED. 3. UNLESS SHOWN OTHERWISE, THERE ARE NO ENCROACHMENTS, GAPS OR OVERLAPS. FENCE OWNERSHIP, IF ANY IS NOT KNOWN, FOUNDATIONS BENEATH THE SURFACE ARE NOT LOCATED. 4. UNLESS SHOWN OTHERWISE, DIMENSIONS AND DIRECTIONS SHOWN ARE FIELD MEASURED AND ARE THE SAME AS RECORD DATA. 5. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 6. THIS SURVEY WAS MADE FOR THE PURPOSE DESCRIBED, AND SHALL BE USED FOR NO OTHER PURPOSE WHATSOEVER. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY ANY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OT THE SIGNING PARTY OR PARTIES. 7. BEARINGS REFER TO THE LINE INDICATED BASED ON RECORD INFORMATION OBTAINED FROM PLAT OR DEED. B. ELEVATIONS INDICATED HEREON ARE IN FEET AND DECIMALS, BASED ON THE PROJECT BENCHMARK DATUM AS SHOWN. PROJECT BENCHMARK ELEVA11ONS ESTABLISHED BASED ON A LEVEL LOOP BENCH RUN REFERENCED TO DESCRIBED CONTROL MONUMENT. 9. THIS SURVEY WAS PREPARED FROM THE AVAILABLE DATA BASED ON THE DESCRIPTION PROVIDED BY THE CLIENT. THE UNDERSIGNED SURVEYOR DID NOT CONDUCT A TITLE SEARCH AND DID NOT RECEIVE ATTORNEY'S TITLE OPINION, UNLESS OTHERWISE NOTED HEREON. LANDS DESCRIBED AND GRAPHICALLY SHOWN ON THIS SURVEY WERE NOT ABSTRACTED FOR ANY ENCUMBRANCES WHATSOEVER. SURVEY AND DRAWING IS THE PROFESSIONAL STATEMENT OF THE SIGNING SURVEYOR, BASED ON FIELD AND DOCUMENTARY EVIDENCE. 10. THIS SURVEY AND DRAWING IS MADE TO COMPLY WITH THE STATE OF FLORIDA "STANDARDS OF PRACTICE, PER CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE". THIS SURVEY IS CERTIFIED TO DESCRIPTION AND SPECIFICALLY MADE FOR PATRICIA CARTER LOTS 5,6,7&8, BLOCK B, WHITE CITY PLAZA, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE 20, - INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SET 1/2" REBAR (LB 7864) W� Z Jm CL o. w �If) FOUND 5/8" REBAR .(NO IDENTIFICATION) 1.14' N. OF CORNER F.B/P. OLIVE STREET — — �/W LINE FOUND 5/8" REBAR 3 (NO IDENTIFICATION) oqIcoBASIS OF BEARING oWHITE CITY PLAZA o ` I (ASSUMED) In LOT 1 BLOCK 8 I Tie OF RVEY: JULY 11, 2017 GRAPHIC SCALE IN FEET 15 0 15 30 60 i inch = 30. feet UNNER, FLORIDA PSM 6431 OF FLORIDA ai 7.8 (1 AWNED BY St Lucie County LOT 2 BLOCK B i LOT 3 BLOCK B S89'31'15"E I 10.1 _ 154. m(m > U Q' 0O W Of a_ zp Li J 0 U § } o� N W H W A +r U W Lo iroa' co DRIVE LO m v__ 00 I SHED LOT 4 BLOCK B (120.00) — — — — — — - — — — — — — — q PAD 0 N89-29.10"W (12"0 FENCE FOUND 5/8" REBAR CNI -H --HH (NO IDENTIFICATION) C/L TUMELO STREET 50' WIDE PUBLIC R/W (NOT IMPROVED) �; N FOUND 5/8" REBAR (NO IDENTIFICATION) 1.17' N. OF CORNER W VILL: --Iqk 0I° ly FOUND 5/8" REBAR (NO IDENTIFICATION) I BASIS OF BEARING WHITE CITY PLAZA (PLAT) 1 mom l SIDES (Q—� Cal; SiDES --'; RE,4R � ZNG. _3 _ k I TECH. _. � i5s 557 5 DATE' 7/17/17 801 Carolin Street Melbourne, FL 32901 MAP OF BOUNDARY/TOPOGRAPHIC SURVEY FOR phone (321)728-1961 fax (321) 779-8607 BY: JDM SCALE. 1 "= 30' l UNNER info®brunner-hagen.com PATRICIA CARTER No. 7864 BY: JEB DWG' 0 552-17 A CONSULTING ENGINEERS CA LAND EYORS BNo. 29254 RECEIVED FEB 01 2018 ST. Lude County, Pe-rMitting PROJECT NO: 552-17 SEC. 10 TWP. 36 S. RNG. 40 E. i ", General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCR17TE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR TIC FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO, 67 LESS THAN 3/4". AIR ENTRAINING +/-1 % - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SP ALLING OR OTTER DETERIORATION. B. MASONRY: 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE OF TYPE M OR S. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. 2, HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED EQUAL, 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINEvIUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. Io.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. I I- FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7-10 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16, 20 & 23). C. ALUMINUM: 2010 ALUMINUM DESIGN MANUAL 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-175 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN' OF THE ALUMINUM DESIGN MANUAL 2010 PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 6th EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. 7. 1 "X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE. WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. D. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP --TYPICAL 2. SIM -- SIMILAR 3. UON -- UNLESS OTHERWISE NOTED 4. CONT -- CONTINUOUS 5. VIF -- VERIFY IN FIELD G. RESPONSIBILITY: I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H.NIISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. I: THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4101.17 IN ITS ENTIRETY. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 6. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2"XTWO.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2. 7. ALL ALUMINUM SCREENED ENCLOSURES SHALL BE DESIGNED SPECIFICALLY FOR THE APPLICATION STATED IN RULE 61G20-1-002: TO REMOVE SCREEN PANELS IN THE EVENT OF FORECAST WINDS THAT EXCEED 75 MPH. LABELS SHALL BE PLACED ON CHAIR RAIL MEMBERS ON ALL SCREEN WALLS IN A LOCATION THAT CAN BE EASILY SEEN AND FOR ALL PANELS ABOVE THE'DESIGNED CHAIR RAIL ON ALL SCREEN WALLS SHALL BE CUT AS PRESCRIBED IN THE RULE AND THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS STATED IN RULE 61020-1.002 AND SECTION 19 LAWS OF FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE S-2 DRAWING PAGE. DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECO GUST): NOMINAL DESIGN WIND SPEED Vasd: 2. RISK CATEGORY: 3. WIND EXPOSURE: 4. WIND LOADS: SCREEN ROOF: 9 PSF SCREEN WALLS: 31 PSF SOLID ROOF (SCREEN WALL): N/A COMPONENTS AND CLADDING LOAD: N/A ST. LUCIE COUNTY BUILDING DIVISIO REVIEWED FOR COMPL N REVIEWECI BY DATE - -71-Z PLANS AND PEIMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THESE PEAKS AND ALL PROMED w011K ARE SSUTTOANY CIM0093 REWHED WPAID USKGTORS THAT MAYBE NMES&W IN ORDER TO COVPWWMALL AFInCk.,U CODES. 150 MPH 116 MPH 1 B 5. THIS STRUCTURE COMPLIES WITH FBCE. 1103.2 AND THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE. 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 8. LIVE LOAD: 3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 20Y1b. VERTICAL DOWNLOAD ONSCREEN ENCLOSURE PURLINS. 9. 8. EXISTING 8"X8" THICKENED EDGE WITH 4" MONOLITHIC SLAB SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 10. SCREEN ROOF TYPE: MANSARD 11. SOLID ROOF TYPE: N/A ALUMINUM STRUCTURAL MEMBERS CONCEALED FASTENERS OR AITACHMEHTE HOLLOW SECTIONS ARE/�T/HERE/SM11WINI0JeT1+ OF THE 2 x 2: -- --- -- - - - -2' x 2" x 0.050" VY Yi OR OF fiECOl� 2 x 3:---------------------------------------2" x 3" x 0.050" 2 x 4:--------------------------- = ----------- 2" x 4" x 0.050" 2 x 5:---------------------------------------2" x 5" x 0.050" OPEN BACK SECTIONS 1 x 2: ---------------------------------------- 1"'x 2" x 0.040" 1 x 3:--------------------------=-------------1" x 3" x 0.045» SNAP SECTIONS 2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045 2 x 3 Snap:---------------------------------2"'x 3" x 0.050" 2 x 4 Snap:--------------------------------- 2"'x 4" x 0.045„ SELF MATING (SMB 2 x 4 SMB:--------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120" 2 x 7 SMB:---------------------- 2" x 7" x 0.057" x 0.120" 2 x 8 SMB:---------------------- 2" x B" x 0.072" x 0.224" -2 x,9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" 2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374" JUL 20 2018 Permitting Department St. Lucie COunty,.FL - ,41iooz-z©1� L°A P Q �° NS� V ° < O o° °o No 70667 o 0 o ° 0 0 l,!�, °A o o S-fPNTE aF ^_ l_x" y �ONA���O' .9.__@Q ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E FLORIDA LICENSE: 38654 Mark R. Dunn P.E. FLORIDA LICENSE: 73968 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 2ephyrhills, FL 33542 Fh# (813)788-5314 Fax# 1-(866)824-7894 B-mail-erb@fbcplans.com Webs ite-Www.fbcplans.con! C.O.A.429054 DATE: 12-11-2017 DRAWN BY: TLK REVISION: DATE: RO1 DATE: 7-11-2018 RO 2 Ito 3 RO 4 PROJECT ADDRESS: CARTER 5610 SMITH LN FT PIERCE, FL 34982 CONTRACTOR: K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 NOTES S-1 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WTHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC 0 LO I N 0 I s� 0 I o_ I 0 T N s x 0r I 0 I is I o_ I L 1X2 2X5SMB 2X5SMB 2X5SMB 2X5SMB H S-4 2X5SMB 2X5SMB U7 I 06"Iffilmm 2X8SMB ZXCX4 -7 N 2X8SMB N N tl D X 04 x x X N N N N 2X8SMB x _N 2X8SMB N c N x X x X N N N N 2X8SMB B S-3 2X8SMB C >V +, N N $-3 N J 2X2 o m m m 0 M N X Uri X x LL X I I N N N N i 0 'k- 0 I G ,I-6'-4" ,� (tyP) S-4 S-4 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC OCOPYRIGHT F c > E S-3 2X5SMB F J 2X2 S-3 b T 2X5SMB 4 o N T x 2X5SMB N z 0 I 2X5SMB N x +, o N I x N 2X5SM8 o_ I 2X5SMB > o_ X I N S-4 DOOR LOCATION MAY BE DECIDED IN THE FIELD BY CONTRACTOR ® No. 70667 a c aL STATE OF ®® aA- o ,, FRCS. N�LpENG�N1xER�SEAL ENGINEER VF'11ECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE: 38654 Mark R. Dunn P.E. FLORIDA LICENSE: 73968 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr, Unit 101 Zephyrhil►s, FL 33542 Ph# (813)788-5314 Fax# 1-(866)824-7894 E-mail-e rb@ fbcplans,com Website-wwW, fbcplans, corn C.O.A.429054 DATE: 12-11-2017 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: CARTED 5610 SMITH LN FT PIERCE, FL 34982 -ONTRACTOR: K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 FLOOR PLAN S-2