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HomeMy WebLinkAboutREVISION 6-22-07OFFICE USE ONLY: DATE FILED: REVISION FEE:U 1. 2 PERMIT NUMBER:Doo(0-06108 RECEIPT ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOP t BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 462-1553 1$10 APPLICATION FOR BUILDING PERMIT RE`rISIONS PROJECT INFORMATION LOCATION!SITE ADDRESS: OW-2 DETAILED DESCRIPTIONS OF PROJECT 3. CONTRACTOR INFORMATION: ST. OF FL REG.ICERT# C9C A 132 9 2 BUSINESS N.-%-NIE: Y Qualifiers Name: r ra-t.u7 ADDRESS: ;Z9u IA)- Lki CITY: Ft pipQ PHONE(DAYTI}IE): rig a• uL�1,9I6 4. ST. LUCIE COUNTY CERT.s ST AT 1 FA-X # ZI ARCHIT/ENGINEER: NA.NIE: e�2 CcLu 51 ADDRESS: Slnl P 5 L I C 31.1 9 Q— CITY: STATE: PHONE (DAYTISIE): 9r7 - i R S tlq(ps FAX# 0-- ST LUCIE COUNTY FIRE DISTRICT Office of the Fire Marshal Plan Review 2400 Rhode Island Avenue Telephone: 772.462.1116r Ft Pierce, FL 34950 FAX: 772.462.8466 THE FLORIDA FIRE PREVENTION CODE, 2004 EDITION IS CURRENTLY ENFORCED. The Code is based on NFPA 1 and NFPA 101, 2003 Florida Specific edition. Jurisdiction: SLC Project Name: Drawdy Office Park Address: 2935-2939 West Midway Road Contractor Drawdy Brothers Construction 2 Contractor's Address: 2945 West Midway Road State: FI ArchitecUEngineer: Steve Licausi Occupancy Type: Business Construction Type: 3B Square feet: 3570 Number of stories: 1 Occupant Load: FMO Permit #: B-06-652 Building Permit #: 0606-0665 Phone # 772-464-8160 City: Fort Pierce Zip Code: 34981 Phone # 772-785-6465 AS Permit: FA Permit: FFP Permit: Access Box: Access Key Switch: NOTE 1. All revisions, including the electronic copy must be received prior to permitting. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office, 4. Failed inspections require payment of fee prior to rescheduling of further inspections. 5. Penetrations through rated assemblies shall be of proper UL design. Design criteria shall be submitted with the construction plans. 6. Fire alarm panels shall be located indoors within a controlled environment. 7. Plans and construction are subject to corrections in the field to maintain code compliance. Required Revisions An electronic version of the construction plans on a CD is required. The file format shall be .pdf only. The CD shall contain a sheet index file. Files shall be separated by discipline. Files names shall match construction documents sheet numbers. 1. Separate permit and review is required for tenant improvement. 2. This review is for shell only. 2006.10.02 a: 08:41:58-04'00' St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 561-462-1553 Design Certification for Wind Load Compliance 'his Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all Lpplications for building permits involving the construction of new residence (single or multi- family), residential addition, any Lccessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior enovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building )ermits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. ?ro ect Name OR/tva tY B¢o 3• 0Ld Office Use Only Street Address Permit Number Occu anc Type Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desien Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1. Florida Building Code 2004- Edition x ASCE 7-98 2. Building Design is (check one) Enclosed K Partially Enclosed Open Building 3. Building Height: 4. Wind Speed Used in Building Design: 140 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building CodAidend i 3#1 6. Average Wind Velocity Pressure on Exterior Faces of Structure u 7. Peak Wind Velocity Pressure on Exterior Faces of Structure t-35.3�_ 4?. Z PSF 8. Importance/Use Factor (obtain from Building Code): iD 9. Loads: Floor PSF Roof/dead 7*`'- PSF Roofflive 30 PSF 10. Were Shear Walls Considered for Structure (check one): Yes x No (if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes X No (if No, attach explanation) 12. Are Component and Cladding Detail Provided (check one): Yes x No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: 2 500 PSF As witnessed by my seal, I hereby certify that the information included with this certification true am correct, to the best of my knowledge and belief. Name: I%a1SVF-X Ko6KNEN Design Firm: TG06 1NJe Certification #: p 3 2 6-3 ( s Date: Form # 020-00 exterior wall metal ancho (41 by mania with lra' x TO concrete, ploces condensing equ,pment p extend min. arourd all e or un:t Compressor Attachment Doti Wa to sanitary system Typ, Plumbing Riser 20'-0" 32'-0" 25-0" C� Itl _ Sa�1 I j N 3 YeY t = �, 311�C f 4 (L G G � y . I a Sod ; 1 ►1 ISTC N, r 00 a; �.� o Fp , �i 0 M p afar o a Kill El lEl0 0 o e o 0 0 0 0 n a o 0 0 0 0 o r a eleot XlT I`�1 XtT �_ el n� So�Ft�fs' pn e1 := r.._ an \SaGF ocRM' r _ O t 6" 3068 GFI ��3068 3068 ATI �r 241_7n I mU� I AH r I g l AH - 1 4 _ � l { Son WhTEj� LP i Y/AT> R copl WATER: uoo} V! ..10 UNIT I _ � ___ UNIT 2 UNIT 3 3 1370 -Fk 1334- s,7. -r+• - 1446 s�. -F SCANNED. BY eftudecat ly IL i l , sr. LucIE cOuNry K PLAN EVIEW 0 0601 -OW flange x Fire Barrier CP` 25WM-I-Caulk BLDG: r e 1�, 'actura''� 9" topcon El 2 t, .F 017 typ.14j 0 Product Data ELEC: -o y. 1 DATE: -- t -yrIGA,1- AN ALL'PEN unit j "i R a NKI! WA 125 PLUMB: -con© % MECH 1 r•K threshold not to � csssxaamrsrrecaraerc,rs DATE: sr ° onvs v xceed 3/4" high � :tzz3rut�r�vsratrxx< "'—q....- yp. (6) places xccieaemrrara ad _ s,.alxr •. ides EXIT �WIt ~ 53 s EX1T I S3 p pp OE fl� DO OE7 DE 2 OEl MIS OO C]El �� �o OO OO OD OO OD O GJL•] O D25 I o U I I D25 I D35 o V J D35 I D25 I o u ' I D25 I C, I I om / 0, I I I I I I I �- C O \:/ 1J O TO \i' O 0- ail 6 —0 4'-8" 2'-0" 4'-6" 4'_6„ 2'-0" 4'-8" 8'-1)/2" 3'—oy2" 4'-0„ 6, 6„ 6'_6„ 4'_0" 3'—()/2" 8' 11/2" 4'-8" 2'-0" 4'-6" 4'-6" 2'-0" 4'-8" 6'-0 13'-0" 1 15-10" 21'-0" 15'-10" 13'-01,1 10'=8" 10o'—o" LOCATION KW V W roof deck 20 ga metal n niter asc Type x dryfasten all with Ir/— each sldqfasten with v Type t screws• alo at vat joctls 8 12•ao. along 8oer I asact nmre,s end 'aMenneQ sNds GFM batt insulatlon a ggee metal studs ai'ta24'on 2 x 4 pt sole plate fastened to slab with wit nails Wail wood base, 11-tYPICal foundation to N T ME�.�r I'll, 1 One Hour Fire Rating (U465) Ur -- I i I I I I I I I I I I —J Floor Plan Scale: Y4"=1'-0" First 10 KVA @ :1100%= 10 KVAJ Remaining 5.7 KVA @ 40%= 2.20 Calculated Load for Service Size 12.28 KVIA = 12,280 AMPS 12,280 VA/240 Vo ljlts = 51.16 ;AMPS Area Tabulation 3 #3/0 THW in 2" cond. elect. Usable Office Space 4,150 service Covered Entry Space 282 3 #3/0 #4 r Total Buildable 4,432 / in 2"cond. C1111111111111F ROW asala vr•ao � „EP„ 120/240 1 4 ELECTRICAL LEDGEND amp main brker. Pat Ciro -$- �1 RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS T SURFACE MOUNTED LIGHT FIXTURE #4 CU ground tied to -6+ SWITCH building steel, CWP & EXIT L X i T LIGHT W1 T H 1�,,ATTi=- f<Y 15AGK U P driven ground rod 40' � Electrical Riser Diagram 2r 0 1�'ir ow 7'fl "Taht R= Owl .la t,2' • f-0 1-2 Air Condition 3.0 240 0#6 40.2 3-4 Watec Heater(op¢toaaJ) 4.0 240 1 #10 20.2 5 GFI Outlets 0.5 120#12 20.1 6 Gen. Lights 1.8 120 '##12 20.1 7 Gen. Lights 1.8 120 11 3#12 20.1 8 Recepticals 1.8 120 110#10 20.1 9 Recepticals 1.8 120 I0010 20.1 10 5PAP, r 1.0 120 �#10 20.1 Product Approval Product Design Pressures Manufacturer Model Number Method of Attachment Roofing: Entegra Estate (2) 10d Ring Shank Nails Swing Doors: +/— 55.0 Therm Tru Fiber —Classic 8 x 2 PFH wood screws 7at vert. jamb. 6" from top . & 16.9"c.c., (2) at header 4" from outside corners Smooth —Star Windows: +/— 45.0 Norandex Series 437 (1) 3/16" topcon with 1 1/4" min. embed. 6" from corners and 24"c.c. max. (4) sides Hurricane Shutters: +/— 47.0 Town & Country .040 /Alum. 1/4" x 1 1/4" topcon 24"c.c. These Drawings and Specifications as instruments of service are and shall renoin the property of the Designer. They are not to be used on other projects or extensions of this project except by written agreement with the designer. No design changes which alter the intent of the drawings or Specifications are to be made without obtaining prior written permission from the designer. Copywrit© c 2005 a� O (a-;) V O •— o ici-7) . C'J � �co C cr) I c1 y 00 > +� ( ) C� o L 4) ai UJ a 0- 00 V \� 0 Z Cr) LL \ Z G1 Q� r yw E._ U R z 4) N r�nW�(ID UJI F— _ �- h I� L1_ g / 5 ea d � � U =S� V) date revisions Ip/I�/06 aejrje.� I'C �t Y'� tti4 5 . i 125, a6 i-enaw � • ' �; J i -11607 drawn J.J.H checked S.L. date as noted scale 12-27-05 lob number 05-072 sheet I Nonb�ring or gearing Wall Rating — 1 HR. (See Tiptoe 2 and 2A) Finish Rating — One Layer of Wallboard — Min. 20 Min. Two Layers of Wallboard — Min. 59 Min Load Restricted for Canadian Applications — See Guide BXUV7 HORIZONTAL SECTION 1. Wood Studs — Nom 2 by 3 or 2 by 4 in., flat wise, spaced 24 in. O.C. max, effectively firestopped. 2. Gypsum Board* — For Nonbearing Wall rating — One layer of 5/8 in. thick, 4 ft wide wallboard each side of studs. Wallboard or lath applied horizontally M vertically with vertical joints centered on studs, and nailed to studs and bearing plates 7 in. O.C. with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in, long, may be substituted for the 6d cement coated nails. When used in widths other than 48 in., gypsum board to be installed horizontally. _._. ._ . _, aye-_... ___._ .- .,,, "Ia�aueu Iwn<oncally. CANADIAN' GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2C. Gvnsum Board* — Same as Item 2B. For Bearina Wall ratina — Additional laver of 5/8 in. thick. 4 it ;.vide. wallboard each side of assembly. Attached to studs over inner layer 8 in. O.C. max with 1.7/8 in land T \Al coarse thread n -,one! �t 1 ...... .... tl jlp . CANADIAN GYPSUM COMPANY UNITED STATICS GYPSUM CO USG MEXICO S A DE C V >D fvr.eue.r Sward* _ /As an alternate to item 9 not shown) _ Per Nonbearlee \Nell rating _ 5/0 In think avpsum Panels applied horizontally or vertically and attached to studs and bearing Plates with 1-1/4 in. Iona Type W coarse thread gypsum panel steel screws spaced a max a in. OC, t ith last sere,,, 1 in, fray„ edge ar board. \0(hgn d rldths ether than dS In -gyp board to h stalled horizontally. AMERICAN CYiPSUM CO —Typos Ar_v_1 Ar_v a P n *"GOICA INC _ Dmpan T"nc (` or Crrpg� Twng Y - C o. Type nab CANADA I_MC _ propoc Tyne C or PrcRo_n Type v 1 nn'—n" 3. Joints and Nail Heads — Wallboard ioints of outer laver covered with tape and ioint compound. Nail headsof outer layer covered with Joint compound. As analternate, n_m 3/32 in, thick gypsum veneer piaster may be apphed to the entire-urf3..- of r-Iso-ified :....eer baseboard. 4. Batts and Blankets* — (Optional) — Max 1 in. thickness glass or mineral fiber batt insulation. Sea Battc -nd 613nkCt:�' rn717> cat --sary fcr norner of Ons-if cd crops^: 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application netruct o.... suppyndvvth the produc AIarrinal dry density of 3 n Ib/fI Alternate a M.naron method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application tnstructlres r pp!ied + +th the Y ndpat Nominal dry density of 2.5 Ib/i}' U S GREENFIBER L L C — Cucoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 4B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 2E. Gvesum Board* — Same as Item 2D. For Bearine Wall ngtina — Additional laver of 5/8 in. thick. 4 ft Typ wallboard each side o assembly. Attached to studs over inner layer 8 ir,. D.C. max :with. 1-7/8 in. long �'�: �` � P'1U �� l b � t:�ii`Y'C D A"'j�"�'I wide ;qI llbo rdthread m l . steel n OUR 40 !'y-1 1+6-irl r r �,✓ "ram w gypsu.., pane, ,,.,............. AMER!CAN GYPSUM CO — Types Ar_v_1 Ar_r Attic Area: 4432 s.f. / 150 = 30.0 s.f. required. Vents Provided: 6" x 16" = .5' x 1.33' = .67 sq. ft. Roof Overhang: 372 lin. ft. / 8' = x 47 units Ventilation Provided: 31.5 sq. ft. Connector Schedule Truss ID Bearing Point Truss Uplift Connector ID Connector Uplift Fasteners Motes A 1800 (2) HETA20 3420 (9) 16d per strap u 0. /,SOY 61RETAW 1'805 (fe)10AX1lyt Truss to truss connections by truss manufacturer 111-8,, These Drawings and Spec as instruments of service shall remain the propert Designer. They are not to on other projects or axisi this project except by written with the designer. Nc changes which alter the the drawings or Specifics to be made without obtah written permission from the Copywrito c 2005 I J . — p 1 tS7 Li Q) V) Cf W r 0 N I< COLU Z m� 2 O N O i �WwmIr `YZa CC)� CiD u 1 cw� _ L �r U:) C� 7OC3 o o� gDull 3> W IX Cc Ci L— date I revisi MUM drawn checked date as scale 12— job number 011 sheet See Gypsum Board* (CKNX) category for names of Classified companies. 2A. GYPSUM Board* — Same as Item 2. For Bearing Wall rating — Additional layer of 5/8 in. thick, 4 ft wide wallboard each side of studs. Attached to studs over inner layer 8 in. O.C. max, with 8d cement coated nails, 2-3/8 in. long, 0.113 in. shank diam and 9/32 in, diam head. BPS AMERICA INC — PrcRoc Twne C or DrcRoc Tyne x .,r-��. .,ram.. aoa CANADA 1NC — P oRoc Typo C or Pro -Roc T,ypc v FOUND BOAT SPIKE UNNUMBERED) T CENTER OF SECTION 5 TOWNSHIP 38 S. RANGE 40 E. FND. 4"x 4" CM STAMPED PRM 7 FOUND 1-1/2" IP (UNNUMBERED) �0 1n a5_ aED z 0] N FND. 4"x 4" CM STAMPED PRM 7245 ^'ry N00'09'05"W + _ k � 120.75' - - ^b BENCHMARK ^� \ / TOP 1/2" IR&C \\ O STAMPED LEI 4286 TRAY 1 i ELEV = 15.66 (NGVD) O I i DRY RETENTION AREA ; I I I , I I � ' I / I / 1 I 6 � LOT 98 PLAT OF WHITE CITY P.B. 1, PG. 23 622.10' CONC. 7j0 p' p' o 'v o PAD (TYP.) a 4 0 99.97' SIX100.1 14.94' 1 * BUILDING 1 ONE STORY 0.87' WIDE STEM e STEEL BUILDING Y WALL ON CENTER ± o a FIN. FLR. EL. 17.67 " of 2.7' WIDE CONCRETE FOOTER Ot WTOP OF STEM Ww ^, WALL ELEV-18.39' a z EXISTING 1 STORY B.D 3 o Too 1 CBS BUILDING u v ^ �?"Ta.s2' F.F.E. = 17.70' ^ e too.00' CONC. WALK ^h' ELECTRIC SERVICE BOX ON rAN PAD CONCRETE PARKING RE -SET 5/8" IR&C STAMPED LB 4286 I r-- 40.0' t I � II ^5 I IT I _- 38.7! WV c I WATER VALVE I �I LL N 01.0 M �I I t' I ti I SEWER d� CLEAN -OUT 12.3' 32.10' CATCH BASIN AND DRIVE SEWER VALVES IN CONC, PAD UFT CONC. ^\� s SV IIPceV. = 1138' ® N CONC PAD T I I 1 i / STATION o, FAC PADS • 0 SV U OII SIGN *^�6 \ ^6n 50.6' ro ® 449.5' \ I I * II I 1 I i I ^60 fq III ^69 6 �y I 1 I i I 0.6' III 3 SEWER ' INV. ELEV. = 12.76' ry� I I I CONC. ,ti II II I r-- VALVES T CONC �I / I PAD ^6 io (2) TRANSFORMERS oWITH I / I I 01 m g ON CONC. PAD I I WALL T10N 0 M LBOx 1 6;y CATCH BASIN ® 00 Rr I LIFT STATION ^h' 't• Ai ^ LIFT CONTROLS * ^� ^� UUll TOP = 1W. I I A. ' I DI> N, E, & W. INV. STATION ^ I / zl M EXISTING 1 STORY �. SIGN & 0.6' nl� = n.3B' I GROUND °' I{1I CBS BUILDING o ^° ^�^ ^��>s 0`9 IRRIOATON F.F.E. = 17.75'ozIVALVE & WE7.L VI< ^ry" CATCH BASIN ° 6 �,N zll 1. ^ TOP 18.49'- 6' ^ OHU '1 \ ry 6�+ ACNC. PADSUlilil ^ ^ 1 I 10' WIDJ-'^, INV. = 11.75' ,6? ^6. * ,,J7 'a ---DP(N-1^T6 OHU ^6 y° 0.6' II 1' cor4c i I�FP&L CO. 6a 1' CURBCONI(TYP) A `FfBy EASEMENT ,^ ry ry CURB(TW) y I \ CONC. ^ �--------�L�------------ m' CONCRETE ------------------ }_LL-_________________________ �\ \ PUMP PAD ° II F_______ ______________________________. ^ ^p I I TOP I+ I 111,14� ^6'�1 II '1�• ^ ro9 IM \ CORED PARKING ^ INV. ELEV. 12.60' +, \ 448.6' ^11 ^A� ^9ti I 1 89.98' DUMPSTER CONCRETE\PARKING ^e9 + 1 \ DRY RETENTION 193.00' + \ AREA AREA ^y. ^be AND DRIVE \ I I CONCRETE PARKING I I BUILDING 2 AND DRIVE , 1 0.67' WIDE STEM )ILAPIDATED �� �1 ` ^ +^ I I +^ ^5' tO WALL ON CENTER ,I"u ARBED WIRE , \ II * I I s OF 2.7' WIDE N FENCE(TYP)\\ \��\ �\` \ II I I TTONCRETE OF OTER STEM 0 \ WALL ELEV-18.42' 3 \ IRRIGATION. ...... 6? j a a �I CATCH BASIN I I VALVE-� ^ __ 5" ^y. ^bn TOP - 14.08' 192.63' \ \�` o - - - - - - - - - - - - - - II _ - - TROLI STRUCTURE 89.95, BE HMARK. o „ IN . 13.08' {� TOP 1 0 IR&C ----- TOE OF BANK ------------------------------\ 3.1' WEIR INV. _13.9.t' - - - - - - - - - - - - - -- TOP OF BANK(TYPZ - - - STAMPED LB 4286 TRAM( (TYP) g - - - _ _ _ 0) ELEV = 15.62 t(GVD) --------------- �___�_-------------------------------- ---------------------------- > TOE OF BANK ,FOUND 1" IP (0.08'W) (UNNUMBERED) LI / / t 1 1 I I 1 I 12.98' I 1 1 1 L 1 ( LOT 14) - ` -'- TOE TOE OF BANK(TYP)_ ' / I -------------------- ----W o -- N ----------..__ Nr----------- ��----------- `\, - --- -- - - -- ------------------- N 011 ' - - f - - - U - - ______ ----------------------- cn -- I W TOP OF BANK(TYP) --��----'-------------�CROACHMENT - - - - - - - - - ----------------------� TOP OF BANK(TYP) I M.E.S NO COLLAR (n -INV. - tz 9s' ANCHORS (TrP) 22d' _ _ _ la N-- -- - - - - - ENCROACHMENT 1 50.6' S00'10'00"E I1 *^0 ^h" 25 DRAINAGE & UTILITY EASEMENT * FOUND 1" IP 619.25'Ti! DILAPIDATED - BARBED WIRE 1(PER PLAT OF TWELVE OAKS ESTATES) - FENCE(TYP) PROPERTY \ LINE WEST PROPERTY LINE AS MONUMENTED T F TWELVE OAKS ESTATESI PLAT BOOK 16, PAGE 26)1 0.15' ; PROPERTY i LINE / ( LOT 14) ' - -- DETAIL (NOT TO SCALE) MICHAEL T. OWEN, PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATE NO. 5556 TWELVE OAKS ESTATES (PLAT BOOK 16, PAGE 26) ( LOT 13) �_� FILE REF. FIELD BK./PG. 2276MAP1.dwy 9846/41-64 2276MAP1.dwg 0310/37-45 ............................................. 555/64 ................. ....................... .. ....................... ....................... SIGNATURE ....................... DATE (0.10'W) (UNNUMBERED) I - I ( LOT 12) FOUND 3 x3 CM UNNUMBERED (0.12'W) WEST PROPERTY LINE AS MONUMENTED ` -OF TWELVE OAKS ESTATES (PLAT BOOK 16, PAGE 26) 0.12' 1 PROPERTY LINE I I I NORTH PROPERTY LINE ( LOT 12) AS MONUMENTED - _ TWELVE OAKS ESTATES 1 (PLAT BOOK 16, PAGE 26) if , CULPEPPER & TERPENING,INC. CERTIFlCATION NO. 4286 DETAIL (NOT TO SCALE) CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (561) 464-3537 UNPLATTED ACREAGE G FOUND 3/8 IR (NO ID.) I CERTIFIED TO: PHIL DRAWDY TREASURE COAST ABSTRACT AND TITLE INSURANCE COMPANY -REVISIONS - BY DATE ADDED BLDG 1 AND 2 STEM WALL TIE-IN AQN 3-23-07 UPDATE SURVEY ..................................................................................... MDP 5-31-06 ADDED BUILDING TIES ................................................................................... TJC 2-08-0 ADDED FORMBOARDS ...................................:......................................................................... ................... B.M.T 11-12-0 UPDATE SURVEY ...................................:......................................................................... ERM 4-04-03 ADDED FORMBOARDS D.F, 5-17-99 40.0' CID 1` Oi F.D.O.T. SURVEY BASELINE FOR MIDWAY RD. PER R/W MAP SECTION 94530-2604 BENCHMARK TOP 1/2" IR&C STAMPED LB 4286 TRAV ELEV = 15.33 (NGVD) W ^ Q_ a no O) 2 z t ail a a I N W C9 W N fir ORrH GRAPHIC SCALE ( IN FEET ) i inch = 30 ft. LEGEND IR&C = Iron Rod w/Plastic Cap IP&C = Iron Pipe and Cap IP = Iron Pipe CM = Concrete Monument OHU = Over Head Utility (P) = As shown on recorded plat. (D) = Deed (C) = Calculates by Field Measurement R/W = Right of Way LS = Land Surveyor LB = License Business BLDG.= Building ♦- = Wood Pole CONC.= Concrete TYP. = Typical P.B. = Plat Book PG. = Page O.R.B. = Official Records Book No. = Number = Center Line N.G.V.D. = National Geodetic Vertical Datum ELEV = Elevation TOB = Top of Bank CBS = Concrete Block Structure `L = Anchor and Guy Wire P.L.S. = Professional Land Surveyor ® = Well CMP = Corrugated Metal Pipe F.D.O.T. = Florida Department of Transportation INV. = Invert �S = 7 Elevation (Typical) I.R. = Iron Rod f = Plus or minus JORGENSEN ROAD (40' RIGHT-OF-WAY) (ROCK ROAD) ^ry. NOTES: 1 1) Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 2) Lands shown hereon were not abstracted by this office for v rights -of -way, easements of record, ownership, abandonment's, deed W restrictions, or Murphy Act Deeds. This information should be obtainer z through appropriate title verification. a 3) Descriptions shown hereon provided by the client and/or their ager LO 13 4) Underground foundations and improvements were not located as p( of Wo of this survey. I F 5) Overall parcel contains 4.70 Acres, more or less. 6) The last date of field work was March 23, 2007. 7) The North line of the Southeast 1/4 of Section 5, Township 36 w (n South, Range 40 East is assumed to bear N89'53'13"E and all other 0 to bearings shown hereon are relative thereto. 1 I 8) Elevations shown hereon are based on the F.D.O.T. Benchmark "I-f a 85 A 29 RM 2" with a published elevation of 50.157 feet, based on t N I N.G.V. Datum of 1929. 0 0 DESCRIPTION . w z U-) 0 A parcel of land lying in Section 5, Township 36 South, Range 40 z d' East, St. Lucie County, Florida. The East 1/2 of the Northeast 1/4 of F0 I the Northwest 1/4 of the Southeast 1/4 of Section 5, Township 36 w w z I South, Range 40 East, St. Lucie County, Florida less Midway road z to a: right-of-way. Said parcel contains 4.70 acres, more or less. BUILDING PERMIT NO. 99030789 ON 5#1859 PREVIOUSLY FOUND NAIL &nDISK REVISED 5-17-99 �. (NOW OBLITERATED) ADDED FORMBOARDS BY DATE ..... FIELD,.... DT 1/19/99 CALCS. ................ RCL 1/19/99 DRAWN BCS 1/19/99 DETAILED ........................................ CHECKED ................................... RCL 1/19/99 APPROVED BOUNDARY SURVEY PREPARED FOR PHIL DRAWDY DATE: 1-19-99 HORIZ. SCALE: 1"= VERT. SCALE: N\A lIJOB No. 2276 � SHEET 1 OF 1