The URL can be used to link to this page

Home My WebLink AboutPLANS� If1l1sq-,NACK,HEM. � SIDS MR SIDES REAR Z 1 FUND F IR C N444W( 45.5.40'( 9'( ABIT 1/4 CORNER PO iNORP]6 /D (3856) 65'ap55'E .26' 1♦ (SEE MOTE 9) �I I 6939'IS'E SCANNED BY St. Lucie County PDG NW CORNER LOT 92 N8TSnE E(0) 23i00(D) - - PARCEL ID: 3403-502-0156-200-7 OCCUPIED (NOT A PART) PARCEL ID: 3403-502-0156-300-0 OCCUPIED (NOT A PART) POE PARCEL 2 SET IR/C SET IR/C PARCEL ID: 3403-502-0150-000-3 VACANT (NOT A PART) POE PARCEL I SET IR/C FOUND NYi ' II f I\ A9 @ I 1 11 � II L II \ 1 II 1 I I EDI 1 STAN nI f B.E.6 a2 DDI[wtsl[ 0C, DI 1 II J T I I i J I I 01 II 4 I � IP III 4 I I III\1 1 � I I INd 1 I$ TOPMLL°°6]5 I i— I ELUDING F.F.E t6.. BUIIDI6G a BMCONNI FEE S3 ry f.FF. 1.42 P F,yWJ Ley N MERE AREI PAEA IS srPNOTALL --13z52/'(C)----/-2 1/-yj- - LL0v :r(D) 220 00'(D) IIpWi4Y " dAb_ E .�.WRI91F0� j IL WAS " "CLASSLMEI EAST -WEST OVARTER SECTION ONE GRAPHIC SCALE A IF AA M l IR EBET ) NORTH LINE OF LOT 92 9 PARCEL 111 3403-502-0156-000-5 OCCUPIED (NOT A PART) FOUND IR/C aC4I IVIY V-JO-4V YC IXIL ,"=1500' LEGAL DESCRIPTION (DESCRIPTION PRONOEO BY CLIENT) PARCEL FROM THE NORTHWEST CORNER OF LOT 92. WHIM CITY SUBOINSION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 23, OF ME PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, RUN THENCE EAST ALONG THE NORTH ONE OF SAID LOT, 235 FEET FOR THE P01NT.OF BEGINNING: THENCE CONTINUE EAST, 210 FEET; THENCE SOUTH, PARALLEL MH THE WEST LOT LINE 623.02 FEET. NOTE OR LESS, TO THE NORTH RIGHT-OF-WAY LINE OF MIDWAY ROAD: THENCE WEST, 210 FEET; THENCE NORTH PARALLEL WTH THE WEST LOT LINE 620J0 FEET, MORE OR LESS TO THE POINT OF BEGINNING: LESS TO ROAD RIGHT-OF-WAY AS IN OFFICIAL RECORDS BOOK 235. PAGE 813 OF THE PUBLIC RECORDS BE ST. LUCIE COUNTY, FLORIDA. PARCEL 2 FROM THE NORTHWEST CORNER OF LOT 92, WHITE CITY SUBL11VIS10N, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 23. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA: RUN THENCE EAST, 15 FEET. THENCE SOUTH PARALLEL N11H THE WEST LOT LINE. 409 FEET FOR THE POINT OF BEGINNING: THENCE RUN EAST, 220 FEET; THENCE SOUTH. PARALLEL WITH SAID WEST LOT LINE 211 J0 FEET, TO THE NORTH RIGHT-OF-WAY LINE OF MIDWAY ROAD; THENCE WEST ALONG SAID NORM RIGHT OF -WAY LINE. 220 FEET, MORE OR LESS. TO ME EAST RIGHT-OF-WAY LINE OF DUNN ROAD: THENCE NORTH ON SAID EAST RIGHT-OF-WAY LINE, 209.26 FEET, MORE OR LESS, TO ME POINT OF BEGINNING; LESS TO ROAD RIGHT-OF-WAY AS IN CIESCAL RECORDS BOOK 235, PAGE 813, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA. LEGEND C I DATA nou POnR o MEAMAR PROPERTY (CNE (Gi) PLC A M KuuENCERExT T;P AN Do In ni MISOE BEPNN:I. _ UCEN40 El.'0 sRVEvoR CITY CABLE W w PERVNIEx1 REFERENCE MONUMENT OR SCUAPEWE PAC 5/Y WON RO] 6 CM CA UMENi 11 FEET aWE. R. ITOP BE 9wx P. USES 1. :..r Wv LINE N. otwrB�Y P4..ETNTENE p,s taTN AND£ LS L `[CC ANI BTM adl�ING WAIL LINE �` Be BEtaI„G E US IIIEFWa ID E E'TRIC �{ f1-NP1LR,XTP OWR RA 16 oaunwE UN1HOE par �� FLY A. ROAD OA MHM ?pp AN PEN A"R M° O90 1 WNDE �: M I, RNSNI. CGS m h �OML �as°aAt� YIEN NS El CARL n:4vo: LOON EKS AMERICAN C£HAC cA°"o nM ® ME. JuxrnON C. 51AxT COUNTY Ix ST wCC Al. WATER @tTRO olsNE, nN�ArzzDRW 1�EN PE�RW Mm Fw XmM,r p IPNBATI N NANTAYE EWN„ Na ,6Q„W2/DI/t 3. NOTES 1) Nor Vw0 n11NW1 ME SIIGNAR:RE AND THE CWINAL RAISES MAL OE A ELORIo, NQAEEO SURMEYW AND MAPPER 2) ABATING OFMENTORS TO BUR.EY MAPS Ot EFFORTS. BY OTEO N; THE SELLING SLEYEA IS PRONOTESMNWT CONSENT BE THE GOING wRVDFOW 3) CESCRLP71M SHORY, T REON PROYLEO BY WANT AXO/OR NOR ACCENT. A) SuBBCT PROPERTY CLATNNS 3.904 ACRES MORE OR LESS (LATLIS3 SWARE FEET). 5)'THE LAST DATE OF FEEL x9RR NAS LNE 21 2015 6)) WM„ SOUM ARE ¶E OF ME NORMMESI QUARTER OF SECTION 5 IS AswMEO TO BEM89 N59131 AND ALL OTHER REMAINS VE THERETO. 1) UNDENGROLNo UTILITIES. UMTY SERYCES FWER XDATIMS AND IMPROVEMENTS WE NOT LMATE0 AS A PART CF IRIS SURNICH 8 I.ED.US PROPERTY IS LOCATED WITHIN AN AREA HAYNO A FLOOD OESGxATOx '%, BY THE FEDERAL EMERGENCY PSECTION AGENCY (FEYA). NN ROW INSURANCE RATE MAP Ne_ TO k 12111CY ESE.DON m RC LYRE BONNTY.ASEDC ROROA 9) SECTION ONES. MD HISTORDASW SHORN INFORMAANDTION. SOME 1D DTANNAE N MAY HAND ARE BASED W PREYWs wflKYi AND XRESOLUTI N. OF THE INFMMPTIW. SOME NMUNENEASW MAY HAVE BEER DESIR0YE0, SINCE ME MIGxAL OEIMEASW OR flE50.UTW� Ci ME SELTWPL WRKY. 10) CLEVATWS SNO'n HER ON ARE ASSUMED BASED ON GLOBAL POSITIONING SYSTEM C., REAL TIME WNEMASC (RM) EENTIVATMS AND ARE BASED ON hYRN WERKAN VERTICAL RALLY LF 1988 (NAVY 'CB) B �OXfERING MC COUNTY JW NUMBER C610ROTT OF PAN MAP LOW "AND TO A BOUNDARY Y NONA FROM AAND 1CPMAAPMe SLAVEY PREPARED BY RWALD H@R FOR pa EBERLY BAPTIST URmTES 6/2l/9s. 12) TAE PERPaSE GF m1s IS TO BLOW NE LWATCN AND EIEVANO3 OF hE FOtM BOARDS u 20t5 MICM1AEL T. OWFN PROFESSIONAL SURVE R M c SIGNANRE GATE: FLORMA REGISTRA➢ON #5556 ST. LUCIE COUNTY BUILDING P£RMQI P75020307 Z U C7 Z N Z ED Z j O m e N V J N V a LLl f W LL fLi ON LL! U) `IVI,4." Z Z D m r N W 30 yd C Z V m o x LL! dS °2 rn '.�° C 0 eAN w e 9 A. MICHA EE T. OWEN, P.S.M. 95556 193MNCRER COURT FF.PIERCE.FL U950 pone: 7724s2a465 JOB #14-141S 1 OF 1 U r F O CBS HOS STRUCT In the event of a conflict in member saes shown on the plans and the general notes, the contractor must udize the more stringent member sae requirements. Engineer. Michael Tompson, P.E. 475091CA30930 SCANNED BY St. Lucie County HOST STRUCT 72.00' A 0 U f� F)dst 2x8 Beam attached to Super { Gutter 73.00' 3nx11" I�k�r<e 2"xT'SMB3 fi3 ti3 Eie tIo P a �t NL Not to excwdaoc ► +— 15.09 15.00' 15.00' —► 60.00, 12.00' .- South Side Elevation J& __" 11 Ht Not to exceed 8.00' r 5 OOr 10.00' Site Address Liberty Baptist Academy 3660 W Midway Rd Fort Pierce, Florida 34951 Contractor: South Florida Aluminim ProductE 4807 S. US Hwy-1 k Fort Pierce, Florida 34982 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP NC REVIEWED BY DATE vo/Z PLANS AND PE MIT MUST BE KEPT O JOB OR NO INs�N WILL SE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COMECTIONS REQUIRED BY RELA INSP&TORS TdAT MAY BE NECESSARY IN ORDER TO tO-i- LPC' 4'JITH Aii APPLICA� F COD@S. — ONCEALED FASTENERS OR ATTACHMENTS Cov_ ;Patio ARE THE RESPONSIBILITY OF THE -- ------ CONTRACTOR OF RECORD East Side Elevation Y 4.: s �00o Do Fn n 0 T r " cCi 0 22 r O D F+ N C Z C 1 � � W V 0_. M':z ab y a D ui Ln in ➢;a v m + s �.r .rofrz 4 a' - - Pan ftaat`to gamin>.Mem6u. .. •. 1 1tiJ Rt�rt.� GA, TO i.m�nu�an l{-�nSCit1T4 Amu Bo. w Sun Css II Clan { 5 T: f +iv Stf t) 1:'S •lS.n.. .Knee. Brace to Post/Beam . <1 U-11:n Pos, i T:?J �r : �1 ..{S 3.�S-11Y • • I Eege Past to Base cannecr[on 1 C4) *ixe ;r i i' Tiv-3rz+ Jev.3?T17 5 ( r. Pad to Beam coaneetfon�=-Gcnt�r,tiriiclr -hO be-- f 3; (y04i s - ihf 0 II e ALUMINUM SCREEN DESIGN ROLL FORM FS ATTACHED TOAPCANROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROLL FORM GUTTER IS ATTACHED TO 3" PAN ROOF WITH # 10 1" 6" FROM ENDS 24" ROOF IS ATTACHED TO SUPPORT BEAM WITH (4) #10 1" PER PAN BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 3" C CHANNEL IS ATTACHED TO ALUMINUM STRUCTURE WITH #10 2" 6" FROM ENDS 24" O.C. & TO 3" PAN ROOF WITH (4) 910 1" PER PANNEL BEAM TO WALL CONNECTION 3X3 POSTS ARE ATTACHED TO 2X7 BEAM 2 3/8" X 3 1/2" 3X3 POST IS ATTACHED TO BRACKET WITH (2) 3/8" X 3 DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (61H EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL. PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS 2X2 RECIEVING CHANNEL IS ATTACHED TO BEAM WITH 1 LESS 410 1" THEN BEAM SIZE & INTO STRUCTURE WITH (4) MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32811 P:E. # 47509 I' 'i CA#3093 ALUMINUM SCREEN DESIGN ROLL FORM GUTTER IS ATTACHED TO 3" PAN ROOF WITH #10 1" 6" FROM ENDS 24" O. ROOF IS ATTACHED TO SUPPORT BEAM WITH (4) 910 1"PER PAN BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" ALUMINUMSCREENDESIGN. COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 3" C CHANNEL IS ATTACHED TO FASCIA WITH #10 2" INTO RAFTER TAILS 6" FROM ENDS 24" O.C. & TO 3" PAN ROOF WITH (3) #10 1" PER PANNEL r ROLL FORM FASCIA IS ATTACHED TO PAN ROOF WITH #10 1" 6" FROM ENDS 24" O.C. 3X3 POSTS ARE ATTACHED TO 2X7 BEAM WITH 2 3/8" X 3 1/2" CARRIAGE BOLTS TYP. BEAM TO WALL CONNECTION 2X2 RECIEVING CHANNEL IS ATTACHED TO BEAM WITH 1 LESS #10 I" THEN BEAM SIZE & INTO STRUCTURE WITH (4) 2-1/4" X 1/4" TAPCONS 3X3 POST IS ATTACHED TO BRACKET WITH (2) 3/8" X 3 DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL, PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32811 P.E: # 47509 093