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Home My WebLink AboutPLANS - SURVEYSPRODUCT APPROVAL INFORMATION PRODUCT MANUFACTURER FLORIDA PRODUCT DESIGN MAX. DESIGN GLASS TYPE METHOD OF ATTACHMENT APPROVALNO. PRESSURE PRESSURE 1/4" X 1-1/2" EMBED. TAPCONS @ 12" FROM EA. SINGLE HUNG PGT INDUSTRIES INC. - SH 5500 FL 239.2 +35/-46 PSF +65/-70 PSF 7/8"THK INSUL. CORNER & 30" MAX. O.C. @ THE HEAD / 17-7/8" O.C. LAM MAX. @ THE JAMBS / 10" O.C. @ THE MEETING STILE MULL BAR PGT INDUSTRIES INC. FL 261.1 +34/44 PSF +74/-74 PSF N.A. 1"X 2" (MIN.) - (2) 1/4" X 2" EMNED. MIN. TAPCONS @ EA. CLIP. FIXED - TEMPERED PGT INDUSTRIES INC. - PW-5520 FL 243.5 +35/-47 PSF +701-70 PSF 7/8" THK INSUL. 1/4" X 1-1/2" EMNED. TAPCONS @ 6" FROM EA. LAM. CORNER & 15.5" O.C. MAX. CORNER & (3) @ 4" O.C. EA. SIDE OF THE ASTRAGAL FRENCH DOORS PGT INDUSTRIES INC. - FD-5555 FL 253.6 +31/-39 PSF +100/-100 PSF 1 -3/16" INSUL. 6" MAX. FROM THE CENTER / 9-1/2" MAX. @ THE LAM JAMBS TOP & BOTTOM / 12" O.C. MAX. @ P-HOOK / 21.6" MAX. SPACING @ THE FULL JAMB SIDE 7/8" THK INSUL. 1/4" X 1-1/2" EMBED. TAPCONS 4" O.C. AT THE HEAD FIBERGLASS DOORS PLASTPRO FL17184.7 +32/-35 PSF +/-50 PSF LAM. AND SILL / 14.5" O.C. @ THE JAMBS GARAGE DOOR CLOPAY NOA 20-0922.31 +31/-38 PSF +381-42 PSF N.A. 5/8" X 1-5/8" EMBED. LAG BOLTS @ 14" O.C. MAX. TILE ROOF WESTLAKE ROYAL ROOFING LLC FL 7849.9 +20/-92 PSF REF. FRSA-TRI (6TH ED.) N.A. SEE PRODUCT APPROVAL REF. FRSA-TRI SELF -ADHERED THOROUGHLY ROLLED TO ENSURE UNDERLAYMENT POLYGLASS USA FL 5259.2 +20/-92 PSF (6TH ED.) N A THERE ARE NO VOIDS 04 CV O N w u_ A ■ L +37/-48 PSF (1)3050 SH - EGRESS BEDROOM #3 9'-4" CLG. BATH #3 9'4" CLG. 1 T-8" l0 2X6 w WALL a w Y x BEDROOM #4 + n 94'CLG. w w LL LL W m yn M +38l-50 PSF (1)2020 FIXED to to +38/-41 PSF (1)2020 FIXED +37/-48 PSF (1)3050 SH - EGRESS +36/-46 PSF 4'-0" i / I W.I.C. 94' CLG. I +381-41 PSF (1)2020 FIXED 5'-10" ■ ■ UNDR CNTR REF. '4 W.I.C. —9'4" CLG. — 9,4,E +38/-01 PSF (1)2020 FIXED 5'-10" WC yl SHOWER �I 2'-7" 12'-8" 1,-4„ 12'4" 8" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS COVERED PORCH ENEN ■ ■ IN ■ 42" HIGH CMU WALL ■ 0 12'4" ■ ■ ■ ■ ■ IN ■ IN ■ +341-37 PSF 3080 SIDELIGHTS +34/-37 PSF CN +36/-39 PSF EGRESS — — — — — — — — — — — — — — - Z . I BATH #2 ■ BEDROOM #2 0 9'4"CLG. 9,4' CLG. WC ° LOUNGE 9'4' CLG../10'-0" TRAY I I 2X6 WALL I I — — — — — — — — - — — — — — — — — — — — — — 11'4" GUARDRAIL & — — — I HANDRAIL DETAILS - - SEE SHEET S-5 OPEN TO BELOW 2 STORY SPACE F_ +38/-50 PSF +38lSO PSF (1)2020 FIXED (1)2020 FIXED +38/41 PSF +38/41 PSF (1)2020 FIXED (1)2020 FIXED J DN. SQUARE FOOTAGE A/C NON A/C TOTAL MAIN HOUSE - 1 ST FLOOR 2588 2588 COVERED REAR PORCH 485 485 COVERED FRONT PORCH 123 123 GARAGE 568 568 SECOND FLOOR 1481 1481 SECOND FLOOR PORCH 516 516 TOTAL -PROPOSED 4069 1692 5761 W.I.C. I \ 9'-0" CLG. STORAGE 9'4" CLG. 6'-0„ L 4,_0„ +38/41 PSF +3g/-50 PSF (1)2020 FIXED (1)2020 FIXED ARCHITECTURAL 2ND FLOOR PLAN SCALE: 1/4" = l'-O" IN IN N O U -1 N M 3 2 ca �a N O U mLL a� O Nm ( /•1 N Q V o a) of 01 co (co U L *� O Q L) U 0 r QQ� i^ C V I N L co m co /1 N s� � e � W Z O °0 W a� 10 �' Z : _ O c �:a 6uo.� E ofi FL n 3Nv4-O 9 . y V N f §oc., -z° m' N N N N L1J N N N N Qw I� W m 0 N N O N r 0 0 0 o O O O /n /n ~ w w O o /n 5; ai W 0 — CL o w w � � m a a a ix H w w uj U w w n U) m 0 w O a N a 00 CA V M u_ gm W 0- o w U Cn W O U Ua O W �F_ O0 Z CV Ly J m � N U (D W > w= m �� a og sy oUIV7 , �7 PROJ. NO. 20-3660 /�` DATE 02/25/2021 SHEET NO. THIS ITEM HAS HPP:N )KdTALIY SKIN IlO& SLAI.ItH NY)ASON W. SHORT. NoY01H ON II7/07CO22 H81NG A IIICiITN. SI(INA'I ORI.. S-8 PRINTH) COPIRS OI' THIS O(XIIMisW ARL NOT (()NSIDPRIIH 91(INIll) & SCALLD ANOTHI SHAALTHIJJTI(ATI(INCUOfl MH4T RPVIfRIPIFDON' ANY ELL CTRONIC COVIES. SHEET OF =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI or less Tag line 4*_ 112 span �11 approx. REFER TO BCSI Truss must be set this way 6 crane is used. Truss is on example, your truss may not match. Insist crane operator sets truss this way. Bar Tag line ��APWoa M to 10 1Y2 or span. REFER TO BCSI Truss must be set this way 6 crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses I are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. 4, WARNING x The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING -.000111 SEAT PLATES BY CHAMBERS TRUSS JI REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS *Please refer to Standard Engineering paCil Tor gtrneiei ��,6LY1iYVM„ ,,,�.o.,,,•, ••_„_-•- 1 Od=0.148" x 3" 16d=0.162" x 3 1 /2" Hatch Legend + + + 12" COFFER r � 191 CEILING WALL HEIGHT 81-111 10'-9" CEILING WALL HEIGHT 9'-511 WALL HEIGHT 10'-911 Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! ,r�!�ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 30' - 38' IN LENGTH!! HIP CPRRIER LOCHEa AS C. MENS .NEC vA DJT z, e=_vs�Eo S ES AAr,G r Z n o ta'OC i_. CORM1'ER 11_.:2 ONLY CORNER DETAIL o PLUMB CUT END 12 2X4 TOP CHORD 6 F- WALL HEIGHT 8'-1" END DETAIL: B 4-03Z: C�Z ,1-06-00,2 1 2-00-00 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 1 6r 1-00 12 PLUMB CUT END —j 2X4 TOP CHORD WALL HEIGHT 10 END DETAIL: A 1-10-00 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the', undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is'. responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour. fee for revisions may be charged by Chambers Truss, 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss' reasonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be added for all sums not paid within terms. B. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the recipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per mNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPINJTCA 4 - 2002m 12. Warranty is per Chambers Truss Warranty attached. 0 OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. laolwpI Multiple ply trusses must be fastened together per engineering before they are 11 set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. o.. I Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES AI CHAMBERS TRUSS INC can er venue Fort Pierce, Florida 34982-6423 800.551-5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569-2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUISS.COM Email: MAIL@CHAMBERSTRUSS.COM MITEK VERSION 7.4.1.431 LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.SA DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE CO. Wind Design Criteria ASCE 7-15 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category If: Non Restrictive Exposure Category B Miles from Ocean 5 Conforms to Florida Building Code 2020 R. D. L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 77848 SCALE: 1/4" = 1'-011 131 total trusses, 48 unique designs SCANNED Designer: RAC Reviewed by: _ BY Date: 10/14/21 St. LUCieCOUfliy FOR SOUTHERN CITY DEVELOPMENT DESCRIPTION: 5606 MYRTLE ST. Page 1 of 1 CUSTOMER INITIALS EACH PAGE 77848 SN&D BM/1 EL=17.15 x 7.32 I I MAP OF SURVEY BOUNDARY AND TOPOGRAPHIC SURVEY LOTS 19-22, BLOCK D, MARAVILLA HEIGHTS, according to the plat thereof as recorded in Plat Book 5, Page 1, of the Public Records of ST. LUCIE County, Florida. (Contains 1.01 acres DEED). 16,$ D,(P) 16 E x 117.25x 16.88 15.99 4 u F- C -I 4 -< m a y N aQ Q 0-4 C) > N 3 17.19 16.82 v 15.3J 3 I 17,0`. SN&D IBM12 EL=16.86 CERTIFIED TO: MILLS, SHORT & ASSOCIATES CONTROLLING BENCHMARK NATIONAL GEODETIC SURVEY PID AF7508 PUBLISHED ELEVATION 16.17 NAVD 1988 z w W� a a w 0 w c� W 16.81 30.0'(P) in o/ 15' CMP INVERT=14.71 I 15" CMP INVERT=14.63 NW CORNER LOT 1, BLOCK D LOT 18 BLOCK D HOUSE ON LOT 16 NI 3 BLOCK D V.7n CC CI -1 All x 14.89 w gain mp g rn N 11R 5/8' SW CORNER LOT 24, BLOCK D x 16,55 GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. x 16.61 VACANT LOT 23 BLOCK D N% GSS SURVEYING & MAPPING, LLC -"°'- CERTIFICATE OF AUTHORiZAI ION =Jf.,.,_ . LB b3�E I S Date: s BTQds,. w a; 3 ATE of 15:28:28-04'00' iinsurw"01� PROFESSIONAL SURVEYOR AND MAPPERSP N I L GE TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO. 5597 OR HENRY A. KILBURN, PROFES2IONAL SURVEYOR AND MAPPER NO. 6661 NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDRESS: MARAVILLA BOULEVARD, FT. PIERCE, FL 34982 TFB =TOP OF FORMBOARD FIP= FOUND IRON PIPE "NO IDENTIFICATION" ® = WATER METER EL = ELEVATION SIRC = SET 112" IRON ROD WITH CAP "LB 8006" BM = SITE BENCHMARK CONIC = CONCRETE �-= FIRE HYDRANT FPR= FIXED POINT OF REFERENCE FN&D = FOUND NAIL AND DISK IM�1 CB=CHORD BEARING SN&D=SET NAIL AND DISK W -WATER VALVE PCP= PERMANENT CONTROL POINT FF EL= FINISHED FLOOR ELEVATION PC= POINT OF CURVATURE S/i=SEPTIC TANK LB= LICENSED BUSINESS =CENTERLINE PT = POINT OF TANGENCY SF = SQUARE FOOT RAN RIGHT OF WAY (P)=PLAT (D)=DEED (M)=MEASURE O= SANITARY MANHOLE FIR = FOUND IRON ROD 'NO IDENTIFICATION" EDP= EDGE OF PAVEMENT FIRC = FOUND IRON ROD WITH CAP CMP=CORREGATED METAL PIPE O= STORM MANHOLE UPDATES and/or REVISIONS BY DATE LEGEND ®= CATCH BASIN CAW CABLE PEDESTAL 'a = WOOD UTILITY POLE �= GUY ANCHOR = ELECTRIC TRANSFORMER 7RW = TELEPHONE JUNCTION BOX JOB #: 21-0922 DRAWN BY: EAD CHECKED BY: HAK FIELD BOOK: FILE PAGE: FIELD DATE: 09-15-2021 0_-- , = STREET LIGHT = LIGHT POLE X 100.74 =EXISTING ELEVATION =BENCHMARK =� PROPOSED ELEVATION (WJ =WELL - 61 AIN LINK FENCE �:vOD FENCE - -TOB - • = TOP OF BANK - • -ToE - • - T9E OF SLOPE - -OHW - • = OVERHEAD WIRES - • -B.S.L.- • = BUILDING SETBACK LINE 7 x 15.97 15,85 x x 15.86 x 16.16 N N x 15.57 x 16.18 x 15.82 SURVEYORS NOTES: 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED 2. NO UNDERGROUND FOUNDATIONS HAVE BEEN LOCATED. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 5. THE EASTERLY R/W LINE OF MARAVILLA BOULEVARD IS ASSUMED TO BEAR N 00005'05" W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED 7. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12111 C0187K, HAVING AN EFFECTIVE DATE FEBRUARY 19, 2020. THIS PROPERTY APPEARS TO L.IE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. 8. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. 9. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP, THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 10. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 15. EXISTING ELEVATIONS IF SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) GSS Surveying and Mapping, LLC 700 22nd Place Suite 2A Vero Beach, FL 32960 772-696-5300 GSS Surveying and Mapping, LLC 4620 Lipscomb St NE Suite 2 Palm Bay, FL 32905 321-914-3978 SCANNED BY St, LucieCou* RECEIVED DEC 2 9 2021 B ST. Lucie County, Permitting S SN&D BM/1 EL=17.15 x 7.32 I MAP OF SURVEY - BOUNDARY AND TOPOGRAPHIC SURVEY LOTS 19-22, BLOCK D, MARAVILLA HEIGHTS, according to the plat thereof as recorded in Plat Book 5, Page 1, of the Public Records of ST. LUCIE County, Florida. (Contains 1.01acres DEED). 16,$.O,(P) 11 x 17,25x 16.88 15.95 �A 4 > 3 ° �Q o U Q M pn I OD 2d N (n D- Q N WW J � 117.19 16,82 15.381 B 3 N W J N WW a w 3 N 17 SN&D CERTIFIED TO: MILLS, SHORT & ASSOCIATES CONTROLLING BENCHMARK NATIONAL GEODETIC; SURVEY PID AF7508 PUBLISHED ELEVATION 16.17 NAVD 1988 16.81 30.0'(P) 15, CMP INVERT=14.71 15" CMP INVERT=14.63 .7 FNW CORNER LOT 1, BLOCK D LOT 18 BLOCK D HOUSE ON LOT 16 3 BLOCK D FT n -IR iY x 14.89 x 16.55 w 0 o I in g a o N RR 5/80 SW CORNER LOT 24, BLOCK D GSS SURVEYING &MAPPING, LLC. re CERTIFICATE Or AU TI-IOFJZA.TIC 1 NUMBER LD 30CG 150 Date: g »aF 2021.09.21 •L FLORM Qa= . 15:28:28-04'00' Su "dl �c PROFESSIONAL U Y R AND MAPPER IN RESP N A TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO. 5597 OR HENRY A. KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO. 6661 NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDRESS: MARAVILLA BOULEVARD, FT. PIERCE, FL 34982 TFB =TOP OF FORMBOARD RIP = FOUND IRON PIPE "NO IDENTIFICATION" ® = WATER METER EL = ELEVATION SIRC= SET 1/2" IRON ROD WITH CAP'LB 8006" BM = SITE BENCHMARK CONC = CONCRETE -6- FIRE HYDRANT FPR = FIXED POINT OF REFERENCE FN&D = FOUND NAIL AND DISK �M1 CB=CHORD BEARING SN&D =SET NAIL AND DISK W =WATER VALVE PCP = PERMANENT CONTROL POINT FF EL. FINISHED FLOOR ELEVATION PC= POINT OF CURVATURE SIT=SEPTIC TANK LB= LICENSED BUSINESS =CENTERLINE PT = POINT OF TANGENCY RAN=RIGHT OF WAY SF = SQUARE FOOT (P)=PLAT (D)=DEED (M)=MEASURE & SANITARY MANHOLE FIR= FOUND IRON ROD 'NO IDENTIFICATION" EDP=EDGE OF PAVEMENT FIRC= FOUND IRON ROD WITH CAP, CMP = CORREGATED METAL PIPE @ = STORM MANHOLE UPDATES and/or REVISIONS BY DATE GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. LEGEND ®= CATCH BASIN C N CABLE PEDESTAL = WOOD UTILITY POLE =GUY ANCHOR Q = ELECTRIC TRANSFORMER WNIS =TELEPHONE JUNCTION BOX JOB #: 21-0922 CHECKED BY: HAK FIELD BOOK: FILE PAGE: FIELD DATE: 09-15-2021 R3;� = STREET LIGHT =LIGHT POLE X 100.74= EXISTING ELEVATION =BENCHMARK PROPOSED ELEVATION Mw = WELL x 16.61 VACANT LOT 23 BLOCK D -CHAIN LINK FENCE WOOD FENCE - -T08 - = TOP OF BANK - -TOE - = TOE OF SLOPE - -OHW- =OVERHEADWIRES - • -B.S.L.- • = BUILDING SETBACK LINE x 15,97 SURVEYORS NOTES: 15.85 x 3 x 15.86 x 16,16 x 15.57 x 16.18 x 15.82 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2. NO UNDERGROUND FOUNDATIONS HAVE BEEN LOCATED. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 5. THE EASTERLY RAN LINE OF MARAVILLA BOULEVARD IS ASSUMED TO BEAR N 00°05'05" WAND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 7. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12111CO187K, HAVING AN EFFECTIVE DATE FEBRUARY 19, 2020. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. 8. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. 9. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 10. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 15. EXISTING ELEVATIONS IF SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). GSS Surveying and Mapping, LLC 700 22nd Place Suite 2A Vero Beach, FL 32960 772-696-5300 I•:kf� � GSS Surveying and Mapping, LLC 4620 Lipscomb St NE Suite 2 Palm Bay, FL 32905 321-914-3978 SCANNED BY St. Lucie County �►I�-�Co4y M