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HomeMy WebLinkAboutPROPOSED WORK3' x 3' x 0A50' MIN, 6063-T6 ALLOY PLATE OR STRONGER,OONE SIDE) WITH (3) - 012 x %' SAS; EACH SIDE AS SHOWN (%' MIN. PLATE EDGE DISTANCE L C-C FASTENER SPACING) 3' x 2' x 0.0501 MIN. 6063-T6 OALLOY ONE PLATE OR STRONGER EACH SIDE AS SHOWN (16' MIN PLATE EDGE POST e e e CORNER POST V x 2' 6aE PLATE V r CONCRETE ANCHOR (2 PLACES) N LIEU OF TYP. %- r CONCRETE XREVS FOR CORNER COLUMN (5)�/12x3/4- S.M.S. tz2 0 8. ATIAmm To:" w/ (2)-/1OX2' S.M.S.,,,!IfTO SCREW BOSS (1)-1/4•z}j'%ss. THRU-BOLT W/ K- NUTIAND WASHER O FA/C/H�9DE of BEAM /12x2"YS.M.S. O 24. O.C. Ix2�O.B. TO SUPER GUTTER /(4)#12x3/4- S.M.S. ROOF BEAM (FLAT OR SLOPED) (1)-2x2A7 ANGLE, EACH SIDE ((2_ FOR 2xB SMB OR LARGER.) (4)H�/4' S.M.S. 3\> 5' or 7' SUPER GUTTER HIM. OA90' THICK 77. BEAM STITCHING SCREWS (SEE TABLE) 11 24- O.C. SPLICE PLATE (EACH SIDE!OF BEAK) SCREWS A 509E-N32 ALLOY OR, EQUAL,_I/8' THICKNESS D O K I M EQUALLY (TYP.) _ & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS %4 . t PO Box 10039 • Taff y �pJ r14xF, SCREWS T . FL W679 ) 374 03Y1 s•', I A BEAN LINE LINE SCREWS PLATE l ReyJQ& Desci }ion , B �, , ��' l•�l � ��� 2x4 'B'2'C' 2 AL W12. 3 `' ' 2015 ISSUED 2x5 3 3 32 14' Iei .� ` 2x6 4 3 40 14' r p B VN�tyN 111 �'•l ll j2x7-56" ` 16 J PUS` 2R8--' 75 5 �6'-- r-wD p \, 2x9 5 6 w 72 IB' p ROOF BEAM 23c9(HW) 6 7 Be le;�; -_ CONNECTION DETAIL 240 7 7 _ _96 = 18' p THESE PLANS AND ALL PROPOSED WO1w' `������ ARE SUBJECT TO ANY CORRECTIONS MIN. (4) flOx3- LONG S.M.S. INTO ((3) /12xYj- S.M.S., i�1CI1 LEG AND Spey Bo�Q Mp. ��� REQUIRED BY FIELD INSPECTORS THAT (e? CFW&V 5042, CHANNEL TO BEAM _ A F �s �+ g��y {�i ^ �!� r��1 B SCREW TOTAL BEAM STITCHING O 24- D.C. . N - I AY BE N-ECESSAR IN �/{TtdGi-i TO (1YP. TOP AND BOTTOM OF SAID J 2x�3xON 77O SEE TABLE FOR SIZES) Q C01',tiPLY WITH ALL APPLICABLE COVES.F- v W =tl w - - __LATERAL _'K"- BRACING- • 1XIA• er 2• LONG ANGIE, EACH SIDE (TYP.), �i02x3x0.070 GIRT/CHAIR RAfL.. ,,.�-... G CONNECTION DETAILS (SE PLAN) �'_�'*,, ixlzlj' BY 3' LONG V � RECEIVED aaeLSE-FORYm ROCIEYING CHANNEL ANGLE, EACH SIDE (TYP.) C O (UBd. 0.002• MATERIAL THK2(NESS) 1' x 2 1/e' x 1• 13' IC (3) /12zYj• S.Ys.. EACH �j V LEG (6) TOTAL (TYP.) V Z JUL�] Q i (TYP. ALTERNATNE) co W - J 2 tl 2 O � U 1 YIN. (4) /10x2- LONG Z _ '- _K` S MS MID SCREW B05 (1J uj (4) 114 S.M.S., ST. LUCIe CP�n- ,Permitting � Laic •) o Z O(TIM. ALTER WC _ - �a S.M.B. Po�rp c� • Houow POST CONCEALED FASTENERS LIN TO ROOF BEAM H - Q 1x5 ANGLE 6' LONG OR AiiAc J (TYP ! N� BEAN) ARE THE RESPONSIBIIJTY OF THE NECTION DETAIL z V a. (2) I:'rx3' LIS t EACH ANGLE ` �, tL � d NOTES PRINITOAIR HOST STRUCTURE UCTURE ENCLOSURE BEANS SHALL 8E �mnygop �� � ATTACHED TO HOST STRUCTURE CONSISTING tF CHAIR RAIL / GIRT TO POST (`l �C�� U � CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAIL FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG NO TO EXCEED 3V UNLESS OTHERWISE CONNECTION DETAIL DRAWN BY. DYK OR WESTER RED CEDAR NOTED ON PLAN DWG STRUCTURAL GRADE 2 MIN, � - 2x3x0.045 EAYERAIL ATTACHED TO Y�,..�-..,r_• ....�.,,,. CHECKED BY: DYK (D jVe0a' LG. LAG SCREW E 24- BEAMS WITH (3)-/lOx2- S.M.S.�. -^ 1= - Y d =� ^ ` S.N.B. BEAM SCALE: AS SHOWN O.C. ENTIRE LENGTH 1F GUTTERT 2x PUp IN�'i� x%w � SCREW BOSS. u F "� MAY BE SLOPED OR FIAT ,�-r(MAY fwzeff 0PE0 � (SEE PLAN FOR SIZE) DATE 1i/11108 SECURE FASCIA TO EACH RAFTER TAIL may- Ai1: a W/ (1) Y1rx4' LONG PAN HEAD LAG SCREWS (2)_/lOx4• OP THRU. 2x3 - lA RAIL INTO PURLINcStxCEW (2)- 14 "INTO,2 EAM (2) BEFORE ATTACING SUPER GUTTER y BOSSES - �� INTO U4x1• .;;,' AIA @ (2)-/14z1 Y ;t,�/f�' _ INTO UPPoCHL,/� USE }/10z1 S.M.S. O 24' O.C. TO CONNECT TO 1x2 O.B. TO 20. DO YEON KIM, P.E. f�USE /100W &MS. 0 24. O.C. -' FLA. REG. NUMBER49497 --. --- _ -- (D-Y4'rx2_-Lri._LAG-SCREWS ;Lr-, PTO CONNECT TO 1z2 O.B. TO 2z3. y+i ((U 112eir2Sl1.8EQ 12' ac. - lx2-O�-FASTENE.1fT(>=COLUYH/POST - - - N-FASIIIiEp=TO-COLUi,IFY/PDyT (MAX) BETWEEN BEANS W/(2) /10 %" S.M.S. INTO SCREW BOSSES END WITH (4) /12x1• S.M.S. (EACH LEG) `'; j - 9)�:11a. s.==HSIDI: - - - - -- _ — - - - OF BEAM (IYP.) OR W MIN., 3 li' MAx, C-C j DO KIM SOCIATES, LLC Nc' THICK CONTINUOUS + USING )(- THICK FALL" BENT j (6) 112x%' S.M.S. EACH SIDE SPACING OF FASTENERS (TYP) 'vTO FR BD63-TB OF ANGLE2i5 BEAMFOR 2x5 COWYN TOj¢• NIX BEAN EDGEP BoX 10039 /'i . _ �, DISTANCE (TTPJ f� Tampa, FL 33679 ' COLUMN/POST \7 CDLUMN/POST 13 SECURE FASCIA TO EACH RAFTER TAIL W/ (1) Wfx4' LONG PAN HEAD LAG SCREWS � _ - BEFORE ATTACHING SUPER CLUTTERS TO SUPER GUTTER 81DEWALL POST/ C /tOx3/4' S.M.S. i:' CONTINUOUS BEAD OF CONSTRUCTION CTION-DETAIL- -- — ——m-2�-o.c.— -ADHESIVE— -3 -EAVE RAIL 01 TOTAL) - 012 � V x 2. O.B. SIIS AS SHOWN ( MIN. PLATE EDGE DISTANCE L PATIO SECTION C-C FASTENER SPACING) 6'x5'x0.O5D• L 6063-TG ALLOY PLATE (ONE SIDE) OR STRONGER K-BRACE 2x3xO.070 CHAIR RAIL O 0 — K-BRACE 0 O O 0 K-BRACE 1 0 ®0 0 GIRT (CHAIR RAIL) Drawing No. - 060811 SHEET 1OF3 -•v I 3' MIN. (TYP.) / P.xIPPORT Off• I"POST 2x2x /8' x 2' LG. ANGLE W/ (4) 0120/4' S.MS (EACH SIDE) %-o CONCRETE ANCHOR W5 (UCTUREMBEDMENT �COONCCRETEE (EACH SIDE) W ANGLE, EACH SIDE (M.) P S.MS. WITH MIN. ' %-0 CONCRETE ANCHOR 0' Nr0 EDGE DISTANCE W/2%' EMBEDMENT15'. STRUCTURAL CONCRETE (TYP•, ^ / •�E NOTE 10) 1'x2. 0.&:SOLE PLATE 2•x PURUN •• a 4 • .1 F W Y{'0x2){ GD` I SCREW A 9 AND 9' FR01 9' O SEE PLAN FOR SIZE . - \ EDGE OF CONCRETE• 1x2 O.B. FASTENED TO CORNER SECTION WITH 014x04' S.M.S.fa 24' O.C. PLAN VIEW � m t;, 2x2,r ANGLE:2F LONG (EACH SIDE) a W/(2) 114x34I$.M.S. TO POST jj��Ht: h 3 80 H.D. GALV. EXP. BOLT W/ 2 1/2' MIN 'tEMBEDMENT CORNER POST TO CONCRETE CbNNECTION_DETAIL ANGLE, EACH SIDE CM.) SAS. WITH MIN. DG EE WITH CONCRETE ANCHOR w/z�,• EMeEOMENr LNro :� STRUCTURAL CONCRETE (TYP„ L - - - A SEE NOTE 10) �J Jl r-• 1•x2• O.B. SOLE PLATE 4 3' MIN. (TYP.) �W 1%2Y{ CONCRETE Zf,U SCREW ANCHOR O 24- O.C. ?rco AND 9' FROWiOST MV.) 9' -••I COLUMN/POST EDGE OF BEAM MAY BE FLAT - 24' O.C. OR SLOPED (TYP.) COLUMN/POST ` �1x2 O.B. SOLE PLATE BEAM SUPPORT COLUMN/POST "1/8' x 2' LG. ANGLE W/•`W I12x3/4' S.M.S tl POST m i�� 2x2vA- ANGLE CUP, CUT AT A 45'1.(+/-) ANGLE AND ATTACHED TO THE SCREEN ROOF BEAM VW ONE (1) WO THRU- BOLT, WITH FEND EERR WASHER. ATTACHED TO BEAM OR EAVE RAIL DIAGONALt :BRACING SHALL NOT BE ATTACHED TO ROOF PURUNS. 2x2x0 093' BRACE - 1.3 O.B. FASTENED TO CORNER - SECTION WITH 01Ox2' S.M.S. W/ %- DIA WASHER 0 18' O.C. I � 2x5xW ANGLE (2• LOW.) V/ (2)-014 TEKS INTO TDP OF 2x3 CAVE RAIL AND C')- _1I14 TEKS INTO THE FRIYRT OF THE CORNER POST Ltx2 O.B. TOP FRAME CORNER POST -1x O.B. SIDE WALL CORNER UPRIGHT (SEE P(M) ELEVATION VIEW AND ALL RROQOSR �D WNER POST / COLUMN w i ARE SUBJECT TO ANY CORRECTIONS • • UPRIGHT DETAIL REQUIRED BY FIELD INSPECTORS THAT MAY BE NECEMM Y IN ORM TO CEj&PLY WITH ALL APPUCAUE COMES. 2500 PSI MIN. CONCRETE STRENGTH COLUMN d d • , o MAX. THICK BRICK PAVERS APPROXIMATE IN MORTAR ON TOP OF FOOTER d a O.B. SOLE PLATE Z a : a � a o elm . ...li....11.. 11=ill UNDISTURBED SOIL/SAND Yi 0x5' CONCRETE SCREWS O 24- O.C. lib• MIN. CONC. (TYP.), 1)4' CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) TYPCIAL FRONT VIEW OF POST TO FOUNDATION CONNECTION WITH PAVERS 4' NOMINAL CONCRETE SLAB PSIW WJA. OR FIBER REINFO 1RCW 0 [POLYPROPYLENE FIBER - 1.5 POUND (MIN.)PER C.Y,) 1x2 O.B. SOLE PLATE . O O FMB ,•.. r I I —III III—i I I— . • ; _.. 1' (TYP.) ._ �` 14. -III—i I III—t I • • • • •' . R\ \ NCRETE .• • 4UNDISTURBED SOIL OR COMPACTED. y CRUSHED UMEROCK (SOX PROCTOR) PLAN VIEW �,i = MIN. (1)-15 REBAR CONTINUOUS, SPLICE MUST OVERLAP 20' MIN. MAIN COLUMN-TOb6NCRETE e• "� 3• COVER (TYP.) CONNECTION DETAIL FOUNDATION/SLAB DETAIL DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 ISSUED 3' MIN. CONC.COVER, 36' MIN. _ LAP SPLICE 1S� U c 12' MIN! Ci co MIN. CONTINUOUS PERIMETER FOOTING CD (4) 012AV 2'x PURUN BEAM MAY BE FLAT - OR SLOPED (TY)P+tEAACHH I RYP+ EACH I Z E C a . WENJ ZLU J U CI) FL LL, ALTERNATE 11) V Lu 2x1xK' ANGLE BRACE DRAWN Br DYK 2'x1•x1j' ANGLE (BRACE) W/ CHECKED BY: DYK (4) 012xY4- S.MS. O EACH SCALE: AS SHOWN MEMBER INTERSECTION DATE: 8H 1106 244" ANGLE 2' LONG ON UNDERSIDEW/(4) 012>c►'4' S.M.S. � EACH LEG (BEAM k BRACE) PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 213 BRACE (SEE PLAN) ALTERNATE (2) y 20 BRACE DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO 1,v y LLC Drawing No. - 060811 SHEET 2 OF 3 .S DOUBLE S.I (SEE PLAN PO: (4)-V6 THRU-BOLT W/ 11' WASHERS T_ DOUBLE S.M.B. BEAM (SEE PLAN FOR SIZE (4)-%.0 Ti....- IT W/ 11' WASHERS NOTCHIROST TO ACCEPT�B1lEAM {1 POST 1�_ BEAM POST (SEE PLAN FOR SIZE) (3)-%'0 THRU BOLT W/IY4 0 WASHER BASE INSERT W/lYz' VERTICAL 17rpj/ LEGS 36' THICK 6063-T6 ALLOY DG NOT USE CAST ALUM. BASES (TYP.) (4)-%'0 HOT DIPPED GALVANIZED WEDGE ANCHORS W/ 2):' MIN. EMBEDMENT O O @ INTO CONCRETE, �� , . • [ •.�• TOP OF CONCRETE • .. 4" OR 5" POST TO CONCR CONNECTION DETAIL (2)-#140/4 S.M.S. THROUGH )¢ OF 2x UPRIGHT INTO POST O 12" O.C.. #14x 4 -fr O.C. (TYP-) (y)-#IOAV O 12" O.C. OR (1)-#14A4" O 24" O.0 S.M.S. AT MIDHEIGHT OF BEAM— (1) S.M.S. i. O 24" O.C., TOP — li & BOTTOM t DOUBLED BEAM 1 (SEE PLAN FOR SIZE) — BEAM TCHING SCREW ® 24" O.C. (TYP.\`f,OP AND BOTTOM OF SMS) TYP. BEAM TO DOUBLE CARRIER P. THESE PLANS AND ALL PROPOSED WOM ARE SUBJECT TO ANY CORRECT)ONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMjPLY WITH ALL APPLICABLE CODES. POST (SEE PLAN FOR SIZE) (3)-%'0 THRU WASHER BOLT 2x SMB 4' BASE INSERT V/1i72' VERTICAL UPRIGHT OR O.B. LEGS %6' THICK 6063-T6 ALLOY __ =(SEE�PLAP1 =- -- _-- -_-.—itO-NOT-USE-CAST-AL,WM-B�S_(TYP.)=_ _ FOR SIZE & LOCATION) (4)-%'0 HOT DIPPED GALVANIZED WEDGE ANCHORS V/ 2)4' MIN. EMBEDMENT O O O INTO CONCRETE. ;� , • .. c • •. •• , • TOP OF CONCRETE , 4x4x0.125 POST TO CONCRETE 2 MIN. EDGE - - -- - - - - - - - CONNECTION -DE -TAIL ____ _ DISTANCE (TYP.) S.M.B. BEAM -� - SEE PLAN FOR SIZE) •, NDTCH K.ac 'DACE TO ACCEPT BEAM v \� FASTEN WITH (6) k14X%- S.M.S., EACH SIDE. OR (2) Y.'O THRU BOLTS DOUBLE BEAM (PATIO/S.M.B.) W/ WASHER & NUT. !I 4x4x0.125 KNEE BRACE 24 4" ANGLE (EACH SIDE) '+ -(8) � ��' #14-2x-Y4 S.M.S. EACH SIDE OF BEAM�(ALTERNAT[VE�4CO�I�ECT��KNEE�e s>`� o - -�_ •�h �:050"-THICK 'U=CH4TJNEC=`60&-3�T:� -AL19Y 1; r LATE OR SFRONGER, FASTEN.�� ITH (4) Ml4X SMS EAC C OR (2) y'0 BOLTS W/ WASHER & NUT. j; N o `r i �rlr O KNEE BRACE LENGTH /ii•..a�" (24- MIN.)- t =" (4)-#I4x34' S,M.S. KNEE BRACE CONNECTION DETAIL General Notes and Specifications: 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration. 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318. Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318 3. All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary. 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host structure capacity. 5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy; for secondary - components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted. 6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom. 7. Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise. 8. Unless otherwise shown, ,screws shall have minimum edge distance and center -to -center distances as shown in this table. C-1022 Low Carbon Steel SMS &..Self -Drilling (TEK) Screws (Industry Standard Screws) Screw Nominal Screw Diameter Minimum Edge ge Distance Minimum Center to Center Distance #10 0.188 _ 5/,� ' 4/2" #12 0.219 3/B" 9/161, #14 (1/4") 1 0.250 %2" 5/a" 9. Structure has been designed to meet the 611, Edition FBC (2017 FBU. Project is sited where the ultimate design wind speed, Val, is ------ -- -- -- 15U mph—(3-sec gu ) o-f � �Isk category-l`bVIitdings-anA— tWr-structures=Exposu-e=E=Design--pl<'essures=are=from=Table=2002-4,= 2017 FBC reduced by 0,88 for screen mesh factor, 0.6 for allowable stress design (ASO). 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws or approved equal. 11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per 454.2.17.1.11. if enclosing a pool. DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 I:I217627 I ISSUED I W J_ U Q W � C — U W a) ❑ CD L_ U U) 0 Z W Z Z O d Q H l-- of co Hemam Q Z U W �5 U a U C1 DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8/11/06 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIN/ A4SOCIATES, LLC Tampa, FL 33679 -1 JZ3.17 Drawing No. - 060811 SHEET 3 OF 3 r BENCHMARK NO. 1 T �' MAG NAIL_ do DISK STAMPED *L£ 7805" ELEVATIO,'l 9.05 FEET (NAVD B3) / - -a ME Uj M M 19 W % V o�/ / /fl o.. -..1' / APPARENT USE: . BRICK PAVER DRIVE o. FOUND 5, APMED lew ►`�' L=52.80' O UNIT 14 (OCCUPIED). MIN. S FRONT . SIDES2 CNR SID REAR ZNG. TECH. '8' IRON ROD & W "PSM 4049" x •rZw•i'� � F REQ. a UNIT 16 (OCCUPIED) N.Vtl. ROYAL FERN S ��4RT r Ly. x r'• FOUND: 5;i. IR(?fd TROD �s t STAIMPEL2 LD 4458 i f - ffi r LLI � G•RMMC 8C LOCATION MAID Q.r 30 0 30 (NOT -TO SCALE) _ LEGEND A ABBREVIATIONS O.R-B- - bFF1CIAL, RECORDS BOOK z �.IN IPW ) F F.E. -. FINISH FLOOR ELEVATION N87'O KE I inch = SO! & U.E-- UTILITY EASE . ELTA AR9GL.E O. D.E._ �UNE� DESCRIPTION - LENGTH C, P PLAT ,% � LOT 15, TRACT VA-3, ROYAL FERN VILLAGE. I~1 MEASURED R •® �. HARBOR RIDGE PLAT NO. 6. ADdOADING TO C CALCULATED L THE MAP OR PLAT THEREOF AS RECORDED IN L. - UCENSED BUSINESS PLAT BOOK 25, PAGE(S) 40 DMUGH 40E. C.B.S& CONCRETE BLOCK STUCCO PUBLIC RECORDS OF ST. LUCIE COUNTY, CONC.- CONCRETE FLORIDA. ELELEVATION FOUND 5jo'IRON ROD NO IDEN 2FIE;ATION 0.24' NORTH all. GOLF COURSE x� ,o (PLAT . BOOK 25. PAGE 4,0) R=888.OQ' =h1.56' SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THE BOUNDA Y AND TOPOGRAPHIC SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE. UNDER.. MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND =ACCURATE -TO TTiE-6EST'_0F W KNUWiEDTE AND BELIEF. iJURTHER CERTIFY THAT SMD SURVEY COMPLIES V41iiFl THE APPUCAElLE STANDARDS OF -PRACTICE-FOR-SURVEYS-SET-PORTH-BY-THE-FIARIDA-BOAR""ROFESSIONAL- -- - -- SURVEYORS AND MAPPERS IN CL CAP ER ' 5d-17. FLORIDA, ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CMLSURV DESIGN GROUP, INC.- BY: BRIANC. KIERNAN DATE OF SIGNATURE COPYRIGHT Q 2017 - PROFESSIONAL SURVEYOR & _ MAPPER _.. _ ALL Ron RESUNED STATE, OF FLORIDA REGISTRAI NO. 6101 - - - CVIIJ*pL V-bMGN_GROI.P- I 5T .M 8w 7MO &CAP SURVEYOR'S [VOTES I. REPRODUCTIONS OF THIS MAP ARE'NOT VALID WMiO11T TW S s!{i�1ATURE AND OMGINAL RAISED SEAL OF A FLORIDA - LICENSED SURVEYOR AND. MAPPER. 2 A©DTTIONS ' 4R DELEii4NS 70. SURVEY MAPS .OR .REPOiRTS BY OTHER THAN THE SIGNING PARTY OR: PARTIES IS.. PROHIBITED . wmioUT WRITTEN: CONSENT * OF. THE SIGNING PARTY ORPARTIES. 3. LANDS SHOWN HEREON WERE NOT. ABSTRACTED FOR RIGI US -OF -WAY.. EASEIIID.hIM OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD: 4. UNDERGROUND AWROVEMENM IF ANY. WERE NOT L.WATE0 EXCEL AS SHOWN. 5. DESCRFnON SHOWN HEREON AS PROVIDED BY CLIENT. 6. FIELD. SURVEY LAST CONDUCTED ON NOVEMBER 21, 2017. 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE S. THE WEST RIGHT OF WAY LINE Of HARBOUR RIDGE BOULEVARD IS ASSUMED TO SM NORTH 02'51'3S' . WEST . AND ALL 07MR BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 9- OVERALL PARCEL CONTAINS 14.680 S2UARE FEET OR 0.34 ACRES, MORE -OR LESS. 10. HORIZONTAL. RELATI NVSliPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDWAlE GRID. EASE ZONE. JUS= 7HE NORTH AMERICAN DATUM. OF .1880 WITH II- E 2011 ADJUSTMENT (NSRS 2011). 11. BY GRAPHIC R-OTTING ONLY, SAID DEMPJ13ED PROPERTY IS LOCATED WITHIN AN AREA HA%4NQ A (FLOOD ZONE DESIGNATION OF 'X A£CORDM TO THE FEDERAL. EMERGENCY MANAGEMENT AGENCY DATE... FEMA) ON FLOOD INSURANCE RATE AN EFFE=vE OF FEBRUARY 16. - THIS . �RMAT[ti)N SS�iLD BED PANEL NUMB'1CONFIIRMED WITH THEM.NAPPROPRIA COUNTY PRIOIR TO CONSTRUC:MM. 12 ELEVATIONS SFIOWN HEREON ARE RELATIVE TO THE NORTH AMERIC,AN VERTiM DATUM OF 1988 CERTIFIED TO (I+IAVD Wa AND REFERENCE NAnONA1_ GEODETIC SURVEY BENCHMARK •C 668'. -HAVING AN E "ATION GRA NDE CONSTRUCTION!!. INC. _ 14.7v FEET. PHONE (772)323-2244 F5D & {ng No. 2007 RDY& FMN CF 8MY 1OP0 BOUNDARYANDTOPOGRAPHIC: SURVEY CIVIL S Scale: tee: - GRANDE CONSTRUCTION A Ti�Ton of kwwvuQw E�itworitg 11 12 S/9a. 2007 N.W. ROYAL FERN COURT 2400 RHME ISNAND AVENUE L.B. N®.7805 Drmn By: : shm r" - ST. LUCIE COUNTY. FLORIDA . L71dT-lxM+w..-!•1=JJ=--�1f.Lw _ _-