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HomeMy WebLinkAboutREVISION 6-1-16 RAMP & STAIR ASSEMBLY DESIGNR I , k t` � rn,vnu n.r,nrnnn 2"XT PTWOOPPICKETS WITH (2) # 10 - 2" WOOP 5CMW & 1" EbGE CUAPANCE PICKET TO DA5E TLATE 3 i611 WTH(I) #10 - 21115CPEW ,I MIN, „ 4''m" PT COLUMN 5ECUPE TO FOMP (51�E 12ETAIL 5CI71) 2"X8" PT CRO55 DE _R ( 3) # 5 REDAR GRADE 40 @ 8" 5PACIN6 MIN, WITH 3" EDGE CLEARANCE 6.19 RI ER(9), 11,25" 11TAP(6)' WITH a " oVER1iiVNG TYPE I CONi1NU0U5 CIPCLUn 6RAD PAIL OW51M CJIAMETEP: MIN. I '',MAX 2" 1 3<11" MIN, TO F fe, mm, U5E 24"X24"XI2" CONIC. FQOTEP 5EE 17ETAIL 5CI71(TYP,) FOP SUPPORT COLUMN 17Ef& TO CONC.. FOOIEP (TYP) 111KAP PLU5l2" 1211 A -A PUNLE VIEW 4 TYPE I CONTINUOUS CIPCU.AP G.AD RAIL OUf51DE DIM"P OF MIN 14', MAX 2" & MIN 6PAD CLEARANCE OF 1.5" I"X4" PT FACE & TOP PLATE WYIN (2) 16P CAN 2 " N& OR EQ, SCREW WYM I �' MIN. MWTA110N 2"X8" PT 5UPPORf REAM W1TH (1) 160 GPUV, 3 q" NAIL WTH I �" MIN. TENETPA1101\1 2"X2" DA5E PLATE TO PFCKING NTH (D 161? 6ALV, - 2 �" NAIL OR W. SCREW @ 1211 O,C 2"0" PT 5UPPORT REAM WIV (2) I6P GALV, 3 4" NAIL OP W. 5CeWWITH I �" MIN. PENETRATION T Y,8" PT CP055 5UPPOkf DEAM WTH (2) �"0' CARRIA6E DOLT & WA5HEP (TT.) 24"X24"XI2" POMP OF 2900 P51 CONCRETE ( MIN,) 2"x2" PICKET5 @ 4" O.C. MAX WITH (1) # 10 - 2 �" WOOS 5CIpW ' FT DEAM @ 16'' OC. (MAX.) 2"X8" PT CPO55 5UPPOPf DEAM 4' 4' TO WITH TWO (2) 3 IXB" CAPPIA56 LANp N6 DOLT & WA5HEP (TYP,) 2''X12" PT5TPINGEP 1" PTWOOP 5TAIP TPEA17 ANP 05ER / 2 TMAV WITH TWO (2) I6n GALV, 2 z" NAIL5 OR EQ, 5CPEW P-P PPIOFII,f; VIEW I n I1 4 A5PR&f PAVEMENT rtm VIEW I nII 4 Dase Plate Detail - ff 21 NT5 TYPE I CONTINLIOI5 CIPCU,AP 6PAD PAIL OUf51M 121AMFS0 MIN, 19' MAX 2 " 1 34" MIN, TO FILE COPY % n 0 �i`, s 5111 WE Install One (1) Simpson PPDZ Dase or Equivalent With Two (2) g' Anchor Dolt or q" Then 5crew to Concrete for each base and Far (4) - 411 x I �" 5125 Laq Screw a Equivalent for each base, 5ee Petail DPI2I 1 • i WINS LOAF COMpUANC�: Pesicin Parameters and Assumptions Used: Florida Dutldinq Code—2014—�ditlon with __N/ A,_ Supplements and A59 _1-10- 2, Duildinq 2e51gn 15: Elulosed: Partially Enclosed; Open Duilcl --- X_ 3, Pisk Category: —I X I — III IV Exposure Catcom —� 4 17e5ign Wind Velocity:-165_v1PH ( 3 sec, gust) _A52 J PF7 Width of End 5. Mean Pcmf Height: _N1 A Pcnf Pitch: _N/A_ Parapet J / A _A, 6, Components & Claddlnq ­Prc55ure Used: (P5F, based on Actual 5F @'50' MM­I ( worst case) Zane I N/ A Zone 2 N/ A Zone 3 N/ A Zone 4 -59,9 Zone 525 6araoe N/ A P5F V, 12e51gn Loads: Floor 11 A PSF Poof/ Jead N/ A P5p Pouf/ Live N/ A P5F Dalcony N/ A F5F Pock N/ A P5F neck 60 P5F Stairs 40 P5F Fence N/ A P5F Paihng 50 U 8, Shear Walls Considered for Structure? Yes —X No ( if No, attach explanation) 2' 9, Contin cus Load Path provided? Yes —No ( if No, attach explanation) 10 Pc51cjn Soil Dearing I`res5Lm N/ A P5F Soil Do ing Peguired Yes X No ( Dazed upon section 16052 exception) NOTE5: 1, 5TPUCTUF.AL LIIMXr TO DE HIM-FIP #2 5MA OP DETTFR IMTH 1000 MIN FIDEP 51M55 VALUE 2, CONCRETE 5.AD5 ANP FOOTER5 SHALL DE 2500 P9 MIN, 3, REINFORCING 5TEEU SHALL 6E CKW1 60 OP LETTER WITH 150'' OVI;Pi.AP MIN, 4, CONCRETE COVER OVER REINFOPCING 5tFl, SHALL DE 3" MIN, 5, ALL PPOPO5Fl7 ELECTRICAL CIPCUIT5 SHALL CONNECT TO EX15111\16 ELECTRICAL PANEL @ 5PAM DPEAKEP5 6, AU COMPONENTS OF THI5 5TPUCTUPE NAVE DEEN PE516NEb OP 5ELECTFP TO MEET THE LL11MATE 12E516N WINP 5PEEb PEPFDC 2014 Y, W1NPOW ANP book A55EMDLY COMPONEN5 TO DE CERTIFIED DY MANLYACMP FOP WIND FORCE5 OF THE FDC 2014 PEP WNP LOAP COMPLIANCE Pr516N PrC5505 8, FOP 2ETAILEI7 ATTACHMENT METHO12 FOP WIN170W5 ANI7 b0OP5, SEE ATTAaP PPOnUCT MVIEW AFNPAVIf 9, INTEPIOP FURNITURE P MEN51ON5 APE APPPDXIMATE ANP MAY DF ALTTI9 WITHOUT COMMENT EXI511NG 36" STEEL book I" X 4" PT FACE & TOP rlLATE (TYP,) 24 24" MIN - :,, MN,� 211x2" PICKETS @ 4" O.C. MAX 12" �615"05K(1),11,25" WI N y " OeWM6 5mm COLUMN f0 CONCRETE U512' r z A5�AD 5EE 2FfAIL 5CO (TYPJ 2"XI2" PT 5TRIN6EP l I't orU VIEW I" PT WOOD5TAPPI%PAMP THeV !]I . I' WITH TWO (2) 1612 6ALV, 2' NAIL5 4 OP FQ SCREW 411X411 TT 3' MIN, COLUMN (TYP,) 4 L2'-4' PLAN VIEW ln.11 4 42" EXI5TIN6 LANPIN6 O�NF (1)) - #10 - 2 ? WOOb SCREW flN0 (2) - � " X 8" CAPPPIAGE DOLT @ 3" SPACING OC, EXISTING CONCMt DLOCK WALL & FOUNA11ON 2"X8" If REAM @ 1611 O.C. 411X411 PT COLUMN (ff') THECL PLMS ANID ALL PROPOKO VIGFX( ARE SUBJECT TO ANY CO€ IREC T? MS REQUIRED BY MUD IMPEl RaT MAY BE NECEMAA1 16101RDI R TO CC 3r LY VVITH ALL APPL243ILE C00E& TWO (2) - 2 7' # 10 COMP05HE P9 CKING SCREW OP W. @ 2" 5PA0N6 O.C. (TV.) 211XI2" PT DEAM @ 1211 O,C 481, MIN. ST, LUJL'IE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIW DATE PLANS AND PE IT MUST BE KEPT O JOB OR NO INSPECTION WILL BE MADE a J w N't I E LLE N LL m @J Y Imo— LLI rn y_ U 0 C CO ui if C 0) � O ¢ Q C r N CJ) L LD z Ub m c .56 m n C W >C✓ C L U C N m v O � _ L O O O Cal _7� � O S G HANPFFP ANP FP _ OF P051`� ANp MIN. 27" 6FOUNP CLEAPANCE To 6PAPE, 2"X2" Pf WOOP PICKET5 WV ( 2) #10 - 2" WOOD 5CFEW & I" EPa CLEAP.ANCE PICKET TO FA5E PLATE 3 j6 WITH (1) # 10 - 2 2' 5CFEW 4" X4" Pf COLUMN 5ECUFE TO FOOTEP (5EE PE -FAIL 5CPD } TYPJ 24"X24"XI2" PAP FOOTEF OF 2500 P51 CONCPETE(MIN.) WIN (3) #5 FEPMF 6rAPE 40 (9" SPACING MIN. EACH WAY WITH 3" EPGE CLEAPANCE TYPE I CON11NL10U5 CIPCULAP 6FAF FAIL OUTSIpE PIAMETEF OF MIN 1 a", MAX 2" & MIN 6PA3 CLEAPANCE OF 2 " "X4" FT FACE & fOP FLAS WIN (2) 16P 6ALV 2 " NAIL OF EQ. 5CFEW WIN 12' MIN. PENETP.ATION 2110" Ff 5UPPOFT TEAM WITTI (1) 16P 6ALV, a° NAIL WINI z" MIN. PENETKAUON 48" MIN, 1,221X2" PT FA5F PLATE fO PECKING WITH 1) 16P 6ALV- 2 " NAIL OF EQ, 5CFEW c 12" r)C 2110" Pf 2"0" PT 5UPPOFf SEAM WITH (2) 16P GALV CF055 SEAM NAIL OF EQ, 59EW WIN I z" MIN. PFNETPATION �mm J 2110" PT CF055 5UPPOPT TEAM WIT N (2) l X8" 'APPIAGE 30Lf & WA5NFF OYP ) 18"X24"XI2" PAP FOOTEF OF 2500 F51 CONCFETE (MIN ) WITH ( 2) #5 FFFAP 6PAPE 40 @ 8" SPACING EACH WAY W11N 3" EP6E CLEAFANCE A -A PFULF VIFW III_ 6.75" Fl5EF (9) , 11.25" rn.EAP (5) WITH a " OV:FNANG 42'' MIN. TO 6UAPVPAJL MOM EP6E OF NOSING TYPE I CONt1NU0U5 CIRCULAR 6PM FAIL OUTSIDE PIAMETEP: MIN. I a", MAX 2"1 34" MIN. - 58" MAX. fO fOP Oi NANPPAIL 27„ A U5E 24"X24"XI2" CONC FOOTEF 5EE DETAIL 5CPl (TYP.) FOP 5UPPOFT COLUMN PETAL TO CONIC. FOOTEF (f (P) 11 25" EXTENSION OF HANWAIL IN9 MPAtIU1 `A5TLAST NOSING rcol' NOTE 1 THE H051N6 ANP LEAPING EPGE5 OF TP.EAP5 AT5UCH NON-UNIFOPM F15EF5 5NALL NAVE A X15T1NCI IVE MAKING 51P,IPE, PIFFEFENf FFOM ANY OrNEF NOSING MARKING PPOVIPEP ON THE 5TAIF FLIGHT THE PI511NCTIVE MAPKING 5TP,IPE SNA.L FE V151FLE IN PE5CFNf OF THE 5TAIR AMP SHALL HAVE A 5UF-FE515fANT5UPFACE. MAFKING 5TPIP5 51A L HAVE A MPTH OF AT LEA5f I INCH (25MM) %f NOT MOPE THAN 2 INCHF5( 5I MM) 12" MIN. 21 X12" Pf 51`FIK6FI p�AN VIEW 9 2" x2" PICKE1`5 @ 4" O.C. MAX WITI I (1) # 10 2 2' WOOF 5CFEW 211X8I I PT TEAM @ 16" O.C. C MAX) THE'EF (3> ' CAPPIAGE 4 -5 ° TO 5GI_T5OFLAG5CFEW5 I exirnxir I" PT WOOF 5fA1P T 140 ANP P15EP 2 TPMAn WITH TWO ( 2) I6J I02 2" NAIL5 OF EQ, -1-PEW WI IN AAA APPFOVEP SLIP NE515TANT TEXTURE COATING 5EE NOTE I 6-I� pp0FILF VILW 51A1p bLTAII. I I 9 ` A5PHALTPAVEMENT 21'X8" PT CF055 5UPPOPT SEAM WITH TWO (2) 1211X8"'AFPIA6E 30Lf & WA5HEP(TYP) Faso plate petall FPPI NT5 42" MIN, TO GLIAFppAIL- FFOM FPnl OF NOSING TYPE I CONTINUOU5 CINCULAF 61FAF PAIL OUr51PE PIAMFTEF: MIN. I L" MAX 2"1 34" MIN - 58" MAX. r0 TOP Oi HANPFAIL 2711 CONCPETE SLAF— 11 25° `Mr, 10N OF HMPFAIL �a N52� PAA15 PA5f LA5f - 4051 Nr MO'7 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECORD THESE FILMS A,:`D ALL PROPOS50INO ARE SUBJECT TO ANY CORREC710NS REQUIRED EY FIELD ITiS-P MIRS THAT MAY BE K-Cl IN CAY.Twa TO CONXILY 1fIT i ALL. ARPLIOVAB .E CODES. o - � 0 a �e � e 5uaport Column retail 501 NT5 In -tall One (1) 51mps2n FP3Z Faye. or Equivalent With Two (2) R' Anchor Golt or a" Then 5crew to Concrete for each base and Four ( 4) q" x 1 z" 5P5 Laq Screw or Equivalent for each base. See retail FPPI ST. LUCI PLAN 2 iPMAP WIND LOA2 COMPLIANM Pe5lgn Parameters and Assumptions U54 %IoNoa 6ulldmg Code _2014—FdIccrl with J / A— 5upplements and A5CP _960 & NFPA 101, 2012 EP1110N 2, EVIIdinn Peslgn os Enl Partially Endosoo: Open 3ulldlnq X 3, Pick Cat gory I ---X—JI III 1V Exposure Cat gory -- J3 4. Pe51gn Wind VelceNt—165--JAPH (3 5ec. gust) ASP J,FFP Width of End Zone <4'Tt 5Mean Foof Height: --J/ A Poof Pitch: _ N/ A_Parapet--/ASV. 6. Components & Cladding Pe5ign Pressure Used: ( P5F, used on Actual 5F @ 30' MFH ( worst case) Zone I N/ A Zone 2 N/ A Zone 3 N/ A Zone 4 N/ A Zone 5 N/ A Garage N/ A F5F 7, Peslgn Loads. Floor N/ A PSF Feof/ Pead N/ A P5F Feof/ Live N/ A P5F 3alcmi N/ A P5F pock N/ A P5F Peck 60 P5F Stairs 40 P5F Fence N/ A P5F Failing 50 FILE 8, Shear Walls Consldere� for Structure? Too X Ne If No, attach ooplanatlon) 9, Ccntlnuou5 Load Path provided? Yes No if No, attach explanatlon) 10, Peslgn 5oll Fearing Pressure N/A P5F 5oll Forinq FegNred Yes X No C Fased upo section 1803 2 excep ion) NOTES: 1 5TPUCTUPAI LUMFEF TO FF HEM-FIF #2 GPAPE OF 3ETTEP WIN 1000 MIN FIFEF 5TFE55 VALUE 2, CONCPETE 5.AF5 ANP FOOT:F5 5H&L 3F 2500 P51 MIN, 3, PFINFOFCIN6 5TEEL SHALL 3E 61ZAPE 60 OF FEfTEF WITH 30" OVEFLAF MIN. 4. CONCPE E COVET GVEF FEINFOPQNG S EEL SNA L FE 3" MIN. 5. ALL PFOP05EP ELECTFICAL CIPCUIT5 5HALL CONNECT TO EX1511N6 EI ECI1kICAL PANEL 5PAFE 3FEAKE 6 ALL COMPONENT5 OF THIS 5TPUCTUPE HAVE PEEN PE516MEP OF 5ELECTED TO MEET THE U,VMATE PE516N WIMP 5PEEP PEF FDC 2014 7. WINPOW ANP POOP A55FM31,Y COMPONEN'i5 TO FE CEPTTFIEP 3Y MANUFACTUPEP FOP WIMP FOPCE5 OF THE FFC 2014 PEF WIMP LOAP COMPLIANCE PE516N PFE5%l 8. FOP KPI A1LEP ATTACHMENT METI OP FOP WI NPOW5 ANP P00P5, 5FE ATTACHEP PFOPUCf FEVIEW AFFIP/kAf 9. NTEFIOP FUNNITUPE PIMEN51GN5 APE APP'P.OXIMATE ANP MAY 3E AEFE LTP WITHOUT COMMENT FXI5TTN6 36" STEEL POOP 1" X 4" FT FACE & fOF PLATE (fYP) Pf51'.P(1), 1; 25" "KEA%(6) WITH } " G'AEPJ^ANG —90" MIN, 5ECUNE COLUMN TO CONCFFTE 5LA3 5EE PETAIL 5CPI (TYP) 2°XI2" FT 5TFINGEP of WOOF 5fAlP P15EP AMP THPEAP WITH TWO (2) 16P 6ALV, 2 �" NAI1,5 OF F0.5CPEW C-C ppOMl VIEW 51MP50N L5U HANGEF ON CENTEF ST'If GsP 6.95" 05EF (9> - 11.25" TFEAP (6 ) WITH,'['' OVFPHAN6 4"X4" Pf� COLUMN(fT ELEC: I DATE: T� PLUMB: DATE: MECH: DATE: C 3' 211x2' PICKET5 c 4" O C. MAX EX1511% LENPIN6 ONE (U - # 10 - 2 2" WOOr 5CPEW TWO ( 2) - z " X 8" CAPJAa FOLf c 3" SPACING OC. 2110" of 3EAM @ 16" OCG 4"X4" PT COLUMN(TYPJ 2" MIN. WITH FAPIU5 PACK TO PICKET TWO (2) 2 " #10 COMPOST E PECKING 5CFEW OF EQ. @ 2" 5P/�CIN6 OC. (tYP) 211XI2" Fr 6EAM c 12" OC, PLAN VI VV It 4 48" MIN, BEDLUND • DRITENBAS • BINKLEY ARCHITECTS & ASSOCIATES P.A. irNO EXCEPTIONS TARN ❑ NOTE COMMENTS AND MAKE CORRECTIONS AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED CHECKING IS FOR GENERAL COMPLIANCE WITH DESIGN ONLY. BY JF DATE Ia IoOGI� U J J O U Q) L U) cip Coo A U — C) � J a E N G) vS OS KIZ N 1L Q) ABBREWA77ONS AND SYMBOLS L DESCRIPTIO THE EAST 350.00 FEET OF THE WEST 934.70 FEET OF THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LESS RIGHTS -OF -WAY FOR SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NUMBER C-25. ALSO BEING DESCRIBED AS FOLLOWS: A PARCEL OF LAND LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE N0027'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE NORTH RIGHT-OF-WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S89'43'41 "E, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 584.70 FEET TO THE POINT OF BEGINNING; THENCE N00'27'49"E, ALONG THE WEST LINE OF THE EAST 350.00 FEET OF THE WEST 934.70 FEET OF THE SOUTHWEST 114 OF SAID SECTION 36, A DISTANCE OF 518.67 FEET,• THENCE S89'51'27"E, ALONG THE NORTH LINE OF THE SOUTH 745.00 FEET OF SAID SECTION 36, A DISTANCE OF 350.01 FEET; THENCE S0027'49"W, ALONG THE EAST LINE OF THE WEST 934.70 FEET OF SAID SECTION 36, A DISTANCE OF 519.46 FEET; THENCE N89'43'41 "W, ALONG SAID NORTH RIGHT-OF-WAY LINE OF CANAL NO. C-25, A DISTANCE OF 350.00 FEET, TO THE POINT OF BEGINNING. TOGETHER WITH A NON-EXCLUSIVE, PERPETUAL EASEMENT FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS AND UTILITIES OVER, UPON AND UNDER THE FOLLOWING DESCRIBED PROPERTY.' A STRIP OF LAND 30.00 FEET WIDE LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE N0027'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE WESTERLY EXTENSION OF THE NORTH RIGHT-OF-WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S89'43'41 "E, ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 25.00 FEET, TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 713 (KINGS HIGHWAY); THENCE N0027'49"E ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 487.41 FEET, TO THE POINT OF BEGINNING, THENCE S89'51'27"E, ALONG THE SOUTH LINE OF THE NORTH 30.00 FEET OF THE SOUTH 745.00 FEET OF SAID SECTION 36, A DISTANCE OF 559.71 FEET; THENCE N0027'49"E, ALONG THE EAST LINE OF THE WEST 584.70 FEET OF SAID SECTION 36, A DISTANCE OF 30.00 FEET,' THENCE N8951'27"W ALONG THE NORTH LINE OF SAID SOUTH 745.00 FEET OF SECTION 36, A DISTANCE OF 559.71 FEET,' THENCE S00727'49"W, ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 713, A DISTANCE OF 30.00 FEET, TO THE, POINT OF BEGINNING. AND TOGETHER WITH A NON-EXCLUSIVE, PERPETUAL EASEMENT FOR UTILITIES OVER, UPON AND UNDER THE FOLLOWING DESCRIBED PROPERTY; A STRIP OF LAND 10.00 FEET WIDE LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE N0027'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE WESTERLY EXTENSION OF THE NORTH RIGHT-OF-WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S8943'41 "E, ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 25.00 FEET, TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 713 (KINGS HIGHWAY) AND THE POINT OF BEGINNING; THENCE CONTINUE S8943'41 "E, ALONG SAID NORTH RIGHT-OF-WAY LINE OF CANAL N0. C-25, A DISTANCE OF 559.70 FEET,THENCE N0027'49"E, ALONG THE EAST LINE OF THE WEST 584.70 FEET OF SAID SECTION 36, A DISTANCE OF 10.00 FEET; THENCE N89'43'41 "W, PARALLEL WITH SAID NORTH RIGHT-OF-WAY OF CANAL NO. C-25, A DISTANCE OF 559.70 FEET, THENCE S00 27'49"W, ALONG SAID EAST RIGHT-OF-WAY LINE OF STATE ROAD NO. 713, A DISTANCE OF 10.00 FEET, TO THE POINT OF BEGINNING. PARCEL 2: THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF THE EAST 325.00 FEET OF THE WEST 1259.70 FEET OF THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY FLORIDA. PARCEL 3: THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF THE EAST 50.00 FEET OF THE WEST 584.70 FEET OF THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY FLORIDA. CERTIFIED TO 1) RIO CITRUS, INC. 2) IST UNITED BANK 3) U.S. SMALL BUSINESS ADMINISTRATION 4) INDEPENDENT DEVELOPMENT SERVICES CORPORA77ON 5) BLOCK & COLUCCI, P.A. 6) OLD REPUBLIC NATIONAL T77LE INSURANCE COMPANY BENCHMARK N07E• THEELEVATIONSASSHOWNONTHISSURVEYAREBASED ONTHENORTHAMERICAN VERTICAL D,4TUMOF1988. THEPRIMARYBENCIIMARKVTILIZED FOR THISSURVEYIS SOUTHFLORIDA WATERMANAGEMENTDISTRICTBENCHMARK, C-25 5, ABRAS. DISK ONTHEEASTSIDE OFBRIDGE OVER THE C25 CANAL ONXINGSHIGHW,4Y, ELEVATION 21.11' SITEBENCHMARKISASSHOWN. REPORT OF SURVEY • TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY.• THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 10000 FEET THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY. • VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 2-12-16 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) GRID NORTH, B) WEST LINE OF SECTION 36; C) THE BEARING BEING N00'2624"E. • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR I EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CER77FY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS IDENTIFIED AS BEING IN "NO SPECIAL FLOOD HAZARD AREA" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) PER FLOOD INSURANCE RATE MAP 12111CO160 J, SAID PANEL HAS NOT BEEN PUBLISHED BY FEMA. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. •ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE AS SHOWN ON EACH SHEET OR SMALLER. 25 30' NON-EXCLUSIVE PERPETUAL EASEMENT FOR VEHICULAR AND PEDESTRIAN INGREASSI EGRESS AND FND NAIL AND DISK U71U77ES O.R.B. 1583, PAGE 148 PLS 2391' NAIL AND DISK FND IRC LB 25.00' 1" . LB 4644 93 F�ID IRC 40.16' N8952'15"W 469.55°-- 0 N89 52'15"W 50.00' M 25.00' 7b NAIL AND DISK "PLS 2391" 3S , 2 J FND RAILROAD 2 SPIKE, NO ID to J L_ ORB 765 PAGE 2814 F II NOT INCLUDED I" W INI n ul m � o / N to III/ S89'52'15 "E 50.00'-\ S89'52'15"E 584.71' FND NAIL & DL' S89'43'41 "E 584.70' (D) LB 4644 POINT OF BEGINNING 15.1' L 03.65' LB LICENSED BUSINESS NO. NUMBER 0 OAK Q SANITARY MANHOLE SIGN R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINE OO DRAINAGE MANHOLE LIGHT POLE P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND PALM n WELL ® MAIL OR PAPER BOX O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT �Cyr HYDRANT COMMUNICATIONS BOX P.C.P. PERMANENT CONTROL POINT SHRUB wv BM BENCHMARK WATER VALVE O CABLE TV BOX F.F. FINISH FLOOR MAPLE ��p WATER METER a POWER POLE ELEV. R ELEVA TION RADIUS CITRUS t4 CLEANOUT � ELECTRIC BOX L DELTA vn+ L LENGTH ELM UTILITIES SIGN I.D. IDEN77FICA77ON ® CATCH BASIN SEC. SECTION® MONITORING WELL CURB INLET TWP. TOWNSHIP MISC. TREE RU sv RGE. RANGE REUSE WATER VALVE N SANITARY VALVE CH. CHORD BLOW -OFF IRV CH. CHORD BEARING �Q IRRIGATION VALVE T O TELEPHONE MANHOLE (C) CALCULATED © PULL BOX (M) MEASURED ® YARD DRAIN 0 POST WOOD OR STEEL (0) DEED H GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE IR 1/2" IRON ROD SEP➢C TANK SEPTIC TANK FIRE DEPARTMENT CONNECTION E� TRANSFORMER PAD IRC 112" IRON ROD AND CAP ® IP 3/4" IRON PIPE -3139 STOP LIGHT BACK FLOW PREVENTER EP EDGE OF PAVEMENT REUSE WATER METER SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. A/C NAIL & DISK AIR CONDITIONING PAD TILE SURFACE CONCRETE SURFACE PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR a ro ARCEL 1 z 90I II 'FND IRC N8952'15"W 350.01' LB 4644 N89'41'31"W 350.00' (D) 725.01' — i as 0 195.06' � 60' CANAL RIGHT-OF-WAY ABANDONED PER QUIT CLAIM DEED ORB 1182, PAGE 2225 FND CM NO I ID S89"32'15"E 325.00' FND IRC as — 1 I1 0 M ri � Lo ai 3 to N 3 b O N � O FND IRC LB 4644 SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25 RIGHT—OF—WAY VARIES 725.01' StLuEC10 .Date2Ap ed rl PARCEL 2 325.00' FEB 17 20% Public Works St. Lucie county, FL 88 26 129 N8952'15"W JCUNDIRON 75.42' ESTAMPE CY 4108" . Z V 0 0 a W a f m i d U O Ls a � 0 V a /> ■Y a o n &0 VJ �o M 0' a a oo SO a � � N L`O Z �C b to a !m L 5-18-15 SCALE 1 "=60' SHEET NO. 1 OF 2 FILE NO. 6759 DRAWN BY MP APPROVED BY DMT BENCHMARK N07E, -- THEELEIVATIONSASSHOWNONTHISSURVEYAREBASED ON THENORTHAMERICAN VERTICALDA7UMOF1988. THE PRIMARYBENCHMARKI/TILIZEDFOR THISSURVEYIS SOUTH FLORIDA WATER MANAGEMENT DISTRICT BENCHMARX, C-25-5, A BRASS DISK ON THE EAST SIDE OFBRIDGE OVER THE C25 CANAL O/V KINGS HIGHWAY, ELEVATION 21.11: SITE BENCHMARX ISASSHOWN. 38 �- Xj8 X 76.1 X 18.3 16 18. 77 X xj1 9� 93 9 X 17.9 84 9 X 17.7 1g. _ 7g.3 19 q9 9 ,g' 0 \X 79.07 X 16.34 1e.7 1 X 18.17 �1812 X 19.08 78.2X V ... X18X18.1 X 175 X17.5 N X17.4 19 Of X18.2 X17.4 X18.0 X17.4 X 18.0 77.2X 85 X /8.0 1 X17A 718.6 X77.3 >956 E.O.. '50 31 .L 19.2 1g. 'ti 7y3 _419.0 T43 4 ]gi•_ 1B7 a5 01 DIRT `ROAD 19. 2 ----19-p 194 -181X� -X1B5 ----X78.4-- _ 19. 190X X 18.7 X78.1 18.9IX Xj6 8 X18.8 X18.6 X 19.0 X18.1 11 19.38 x /1i� 17 p6 18.9 X X 18.1 16. 74 X 16.97 X 16.87 16. 74 X \ X 19.31 19.20 2' CMP omp X , 7.48 X 19.48 1NV. ELEV=16. 74' X 17.34 X 16.82 16.93 X X 18.4 �(18.92 18.B3X X1684 k7a 59 X 18.0 70 11 9 9 NOTE: SEE SHEET I FOR LEGEND AND ABBREVIATIONS A 18.4 - - laoX- V 17.1 6.3X X16.8 X16.5 X16.5 X15.2 B 6 X162 18.2 $O ROAD,. - JC 12y 111 r X 78:4_,, DIRT X 18.0 � _x80 p .�1Q0 �775 � X 17.9 a 6 ASPHALT X17 �119 %Cj60 �119 �178 �118 -%164 -�190-�--16a +\16 15 �169 X174 g� I Xj11 ^ � �u +50' �s� 7+ X 19.07 'JA X 19.57 X 19.60 CATCH BASIN X 19,59 65+ + INV. ELEV.=16.76' X 19.54 X 19.45 791? io'15 �1690 �1656 X 17.6 ,$ '`5.1gh+ �s? 166-Il- Xj79 X175 SET 1Z8X ,6. SITE BAENCHMARK 70P MAD NAIL SET ELEVATION=19.40' J 80 7 6 X 78.08 I �-1-h11 6 �115 �17 4 Xi7 4 �115 90 X 19.6 g9.517� 82 �1996 �1g9 X 19.86 Xj904 _ g66 ASPHALT X19.54 19.14 I X1g06 169g 6�1 X18.7319g3 1 IS r -!' ,2404 4oa ;. SOY .• y qQs .: 4•77p1 111 COVEliEO 6 / �' .. �CAD1cIG DQCK ' p a v � 1y. 181 X 16.61 /fnlshCd boor: 04 X 16.39 2"a ro LOADJNG+. DOC K a1 ' 20' X 19,45 15.5 4J.48' I 19.32 n, 2405 b4 •. X 19.85 )� 19.14 �115 �11 6 j1 5 1 3 16.49 24. C0 _ 1 _I 16 16.331 X 16. 1� finished Boor 1DD 1• finished floor r1 X 16.25 I 7 �� II� t - 42 19 0 ++X 16.56 'S+ X 19.39 Z� 00?0 - g1 32 18 x1735 �16? 19.54 - 19.80 4 a2�11 19.49 (Wj1 X 20.10 X Jg X 19.48 161 18 16.25 X+X 16.36 X 16.35 X 16.90 ''' a2 79. 11 = G i 24. 10 18.66 X R � finished Boor X 17.6 J lag J 18p J 181 -7 11.p J ,15 J 116 �115 �118 �j79 �177 X176 X169 �110'�- 11� X 17.2 24.14 finished floor �(175 3(17,3 �173 .rCj1;1 )C17.b X17,3 yj1 6 5- ;e: n.•.': X17.6 X17. X17.4 Xj7.0 X17.4 5 �C17' X 17,2 2 �C 19.34 O�1g9 X 17.30 X 16.62 � Ni QW ¢o X20.07 itp X19.80 X19.52 �C 19.16 16.7X X 770 4.133' 20'2© y a W 15 5 17.2 �(171 119 X 16.9 19.51 4631 STAIRS R ]. 0'9 i74 /<j1.2 i17 y' X 18.69I ". X16.51 7.30 961 t r o II I 1 X169 X 16.42 X-t--I- giS?o �11$ �115 �114 �173 �113 �17 lss� I t •'� 4yCY 97W .� Z I x16.98 8se : 24.06 o CONCRETE X 16.74 X 18.75 X 19.57_, finished floor m IX 18.91 X 16.58 18.39 ELECTRIC X 15.48 TRANSFORMER X 20 2 19,92 �tg 45 y� 19.05 X 17.01 18 ASPHALT .- � :� 20.11 �m 44 34 I 16.5 X g-�' X 17.5 S X 5,55 16:72 8.15 O O O p _ i9 9. 4 5 2 17 ? 15 I6.8 17.1 X17 X 17.0 XjQf116.94 18.0218.05 ,A.� 1698 moo'.. 20.07ck� N 19.64 �=�' �� / 19.81 j1} X17:1 �172 X11'd �176 X1T 17. 1(17. X �(1 iC i� jj.S iC I si9 19.00 s 3 , 5� g g x _ i i,11782 � I o N X 77.71 pe. It �Jc 19.03 X 16.86 �� _ �X20ii X19.94 / X19.4719.17 a.1s X IZ74 1s.s X1+ X17.2 '-R -,'C r 7 -120.09 X/18.05 i �p ti 18.95 1 I . X77.115 IQ,4117. j a 3 X 18.08 ' I �m a 16� �115 X X17.8 X17.5 x11.2 X175 X17,3 X11.3 X11.3 X11'2 X17.2 iC170 170;C I I X 19.97 X 19.83 X /9.48 9.14 XT1g 11 •�16?3 S+ r + X (� X DETAIL "A" X 18.4 I 1 1613 4 X 18.3 X 78.2 �18 111 X 17.9 X 18.4 16.4 X X 18.3 19.67 X ASPHALT 2' CMP 1 CMP 79. 94 trib0. ELEV.=15.87' `1? X 13.1 X 12.8 finished floor 76.5 X X19.19 +� -� 13.2 X79.32 I 6. �!' 11g 14J� X law ' n" X17.9 986 x X18.4 X18.1 X18.4 X1Z5 18.3 19.15 )� X 1&6 X 786 X 18.3 IX 20,05 X 14.35 LP GAS TANK X 18.8 -X-8.80 fOJ.86� 0p5 '9s X 19.75 r39 /ab, 'Q• X 18.5 90 100.11 ti 2p O6 9 1921, 7692 4 X 18.5 e X 78.9: X7997.gs, E�.P19.36 i8 k )( 16.85 "}-" X 78.4 X 18.9 X 18.8 9.33 19.79 X X 19.69 X 19.57 X 17.55 16.7 88 IO 8.5X X18.5 X18.9 78.33 X18.9 X18.8 X 16.8 X ls.o fn f od X 18.83 X 18.59 X 17.30 X 16.60 '9S ,'o-}- X I 7 X 19.2 X 1 0 195 97 19.6 90 E.O. P_ X 78.8 X 19.2 X 79.3 X 20.25 X 20.39 X 19.83 X 79.5, X 19.09X 9.09 69 y X 18.8 X19.85 X19.73 g6+ 7�9 +�8 X19,2 X19.3 X79.2 X19.6 X19.6 X19.3 s X 23.43 X 2j-64 X 23. 51 X 2-14 ,6 X 21.8 X 22.66 X 22.61 X 21.79 X 22.0 X 22, 3 X 22.X 22.7 X 23.0 X 22.07 X 22.0 X 22.0 X 22.3 73.3 X X 22.8 X 22.8 X 22.9 X 19.2 X 19.5 X 19.7 X 19.9 X 19.7 X 19.5 26 X izo X 18.2 X iao 13.7 xx 13.0 X 18.4 X 18.3 X 186 X 1116 18.8 X 18.8 X19.1 - 29 X 19.3 X 22.6 X 23.0 X 19.9 a or O LL W OC Q W a •z, O O ¢ F-I V O m m ^ � c � � n mi c O� L bn� N ° p��w° u A TE 5-18-15 SCALE 1 "=30' SHEET NO. 2 OF 2 PILL NO. 6759 DRAWN BY MP APPROVED DMT DRAWING Nt 6759.d1