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HomeMy WebLinkAboutBuilding planse e e ✓/ e e / e e e-- / e e / s e SEZ 5��8 A26 \ e 2" 1R0 M fN0 p10 fR0 1Aroq o E 569 205 e /62 ICPI _ .N 6 • 65 569 Z6,5 06 it WOOD SHED LOT 1 10 CL P.B. 10, PG. 8 OCCUPIED rn ° TODD G. MANSON N rn O.R.B. 144-6, PG. 1454 to 3 0 0 r N I I 2X2 CM 0.32' E N88'53'47"W 62.50' I N� I fn Cl � n Ism 3 IQ o: a - r 100 CoI ,o 3 0 i 0 I V) BROKEN SCALE I - BROKEN SCALE I I I L — — N88'53'47"W 50,01' 1/2" IRON ROD CERTIFIED TO: i O FEBE'RODRIGUEZ AND SANTOS RODRIGUEZ 0 0 a � r � R0'N. 014- PROPNAALL SURVEYOR' & MAPPER FLd[i![7A•CER. FKAT6_N©. 6540 SIGNATURE DATE 0 0 0 w 0 0 0 z e e e/ e� e .- /.s fN e � d S a e e 1R'C.. YpiY h �� 5l� A2s6 569 � I e h i - 10 �`T �cN►Q50 pGOPOWAY) 0 �` 1 40 1R0 p.B S p 666 UPRO t N 1M e WELL POINT Rw i IPC, r I 0 2 005�, 28.21'ter W f cwi i;ONCRETE\' --GUY ANCHORS z Uj �Gi 9 5 WOOD SHED- a m CONC 1oa w o: I u. a 66 �Pi 66 $ ­_id w g LOT 4 /ter I yy e.sr °E_011U_OE__ P.B. tO, PG. 8 I pV°E' 0.317 ACRE p In Z --WOOD PP (TOTAL AREA) bN C. c�p M ,°E- '� o LOT 3 O, CONCRETES Z i P.B. 10, PG. 8 Z $ \ a 6.04' CA LOT 2 # ,a GRAPHIC SCALE P.B. 10, PG. 8 g -SEPTIC TANK 1? 1 " I 0 10 20 a c, a.n' ; IN I 40 jyo 116 FEBE AND SANTOS RODRIGUEZ ......._ ......... I y .•" n � O.R.B. 3277, PG. 1250 d 1� ' N ' /y , `��,`,� SCALE: 1" = 20' Nee"53�47*w l e7.5o, i 3 SET 5/8" IR/C ° v1 LB 4286 FND 1/2" IRON PIPE ...................... ._..... ........ MANUEL AND AR MENIA GONCALVES._..._.___.. _........___.,...____.� ........__._. i/ i � �. � � ��; �0- L.••• O.R.B. 711, PG. 1123 p0 NO SOUTH 81' OF m m LOT 2 0 SOUTH 81' OF 8 SOUTH 81' OF o 3 P.B. 10, PG. 8 a LOT 3 LOT 4 LO OCCUPIED 0110 0 P.B. 10, PG, 8 OCCUPIED 00 P.B. 10, PG. 8 a0 I I0 `wo !n o 00 OCCUPIED o I 60.00' �' 0 0 z BLOCK 12 z 0 - 62.50' LOT 24 P.B, 10, PG. 6 62.50' N88'53'47"W 187.50' LOT 5 P.B. 10, PG. 8 7"W 250.00' 62.50' FND 1/2" IRON PIPE--` I _ I MIN, S✓ T eaCK R'zI , FRONT SIDES CNR S I 0i Itv o R I. m 0 j 00 ZNG. In `O tO TECH. II�I- 3 0 N 0 0 —_ __— v� I -BROKEN SCALE I I — — — — — f— — — R W�I KANNER DRIVE (PLATTED AS) TANGELO TERRACE P.B. 10, PG. 8 50' R/W COMPUTER FILE REF. FIELD BK./PG. 16-151 DUBAN 1606/19 TERRACE BNDY o 0 0 0 r O' to i FND 3/4" IRON PIFE"\ 0.31' N, 0.32' N FND 1/2" iR/C 0.76' S — N88'53'47"W 50.01' I i I BROKEN SCALE I I o� 0 0 b 0 in PROPERTY ARESS: ID 3109 DUBAN TERRACE FORT PIERCE, FLORIDA LEGEND (BB) = BASIS OF BEARINGS CMP = CORRUGATED METAL PIPE (C) = CALCULATED DATA CONC. = CONCRETE FND. = FOUND IR/C = IRON ROD & CAP LB = LICENSED BUSINESS (M) = MEASURED O.R.B. = OFFICIAL RECORDS BOOK OHU = OVERHEAD UTILITIES P.B. = PLAT BOOK PG. = PAGE PP = POWER POLE (P) = PLAT DATA R/W = RIGHT-OF-WAY LEGAL DESCRPTIONS: LOTS 2, 3 AND 4, BLOCK 12, S.VER LAKE PARK ADDITION, LESS AND EXCEPTING THE SOUTH 81 FEET THEREOF, CCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 8, PUBLICRECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOILES: FDOH in St.,ILL1cie County Environme tal Health Septic System Apfua,s Adequate For Proposed Cor)6trrxtion Sc.-SF-1- 5-1% This Approval Dws'Adot Guarantee Performance,ot,the System Reviewer: ��, ��— 1) Not valid without the sigoture and the original raised seal of a Florida Licensed Surveyor and Mapper. 2) Description shown hereon provided by the client and/or their agent. 3) The last date of field WOK was October 19, 2016 4) Overall parcel contains 0.07 acre of land, more or less. 5) Lands shown hereon werenot abstracted by this office for right—of—ways, Reservations, Agreements, and/or Easements of Record Such information should be obtained and confirmed by others through appropriate title verification. 6) Bearings shown hereon ar, assumed and are referenced to the South Right —Of —Way of Temple Drive which bears N69"26'15"E and all otter bearings are relative thereto. 7) Underground utilities, utiliy services, foundations and improvements were not located as a part of this survey. 8) The property shown hereo is located within areas having Flood Zone Designations of "X" as shown on Flood Rate Map No. 12111CO187 J,Mop Revised February 16, 2012, which is the current Flood Insurance Rate Map for the community in which said premises is situated. The exact designation can only be determined by an elevation certificate. 9) Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 10) Bearings and distances sown hereon are the same as plat unless otherwise stated. CUUPEPPER & TERPENING, Mr, '"REVISION S— BY DATE BY DATE FIELD GA 10-19-16 CONSULTING ENGINEERS I LAND SURVEYOFS CALCS. 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 . . . . . . . . - DRAWN . PHONE 772-464-3537 " FAX 772-464-9497 " w .ct-mg.com .. ... ... .- 6 BKH 10 20 16 151 SW FLAGLER AVENUE • STUART, FLORIDA 349944.,. DETAILED _. .. PHONE 772-220-3376 • FAX 772-469497 . wwa.ct-eng.com CHHE ..KE..D ...................... STATE,OFI I.ORcnA CERTIFICANON N,,. LB.¢86 .......... ............ ..... ......... .......... .................... ...APPROV...EDD ... ...... ......... BOUNDARY SURVEY PREPARED FOR FEBE AND SANTOS RODRIGUEZ DATE: 10-20-2016 HORIZ. VERT. SCALE:1"=20' SCALE: N\A JOB No. 16-151 SHEET I OF 1 ARCHITECT �pCe?cfd`rt2"taNgo �3EfsTia/.9Ca W wM Fir t-t)fit t� ri•TS rzo 'bTV.UC_-ruKr_ 4 5TND5. Cu Z4'O.c.i 4 P„,o1ToM PLA.TeL p. S 5 F.J_7_C.-T C. b 4'rU.16n FLO 45 It, L. ItJT tom _\^.pact._ 5ECFic r'.XISTiG.�c.o gobs STtL�tCT�,F-. >_-lam 16i S11LA�r lOti VL" t7 `t t..s A. t-t $5 a�wcc_. p2tLLco 4, rnt+� Itz o e�oKYI %M es v, S E-r �t� rSM ZLCCK w/ 1 {# $ ZaAt•: tKZ Fu�R.tti..ac.c s-CetFS Ct'. I�"oIC -FOIL ItitSUl,a-rtoQ IPC P,,Kt IF t �D eEc( S bTu.Cco It DOv4F:t_ DZILLEt! 4toMtti ItjTD EXISTING FoUNPATtd� 6E'T IN EP OA k-i >~X 15TIo�Co Cot`�ec�Ts St.nE 0 r I t� 5 Sv�t C)Q 0 Certification for Design load Compliance 1. DESIGN CODE: Florida 9010 AYF/ArL code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: �nclosed_,Partially Enclosed —Open Building 3. Risk Category: _I �11 _III _IV Exposure Category: xB _C _ D Adjustment coefficient _ 4. Design Wind Velocity&mph i ASO -- LRFD End Zone Width 6r ft. S. Mean Roof Height: Lft. Roof Pitch:".A�Parapet —ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. c@ 3 0 MRH(worst case)) Zone 1: _t zone 2: - �& Zone 3: 4 Zone 4 - XAZone 5: -d 4Garage:_1"/ 7. Design Loads: Floor: 77rPSF Roof/Dead:F i SF Roof /Live v'FSF Balcony: _PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? Yes _ Not applicable Explain Why Not: 9. is A Continuous Load Path provided? Yes! Not applicable Explain Why Not: In a.�ring Pressure:2000 PSF ired _Yes %C No (based upon section 1803.2 exception) Z t5'ruvpr� k'r5 NOTIE'. ,A L-L E[ et¢ c c L 6,HAL(_ a Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON IC I NC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT RoQF,\GU F. z KaNC)\/A"r 1 C) N 1A Weir. Cd>UVJt f FL_ CLIENT SArsTOS �oPrzIC�41� 3\oq aL�gw.a.J ''•E�� -V­i, Pif_F�C_f_ FL ' CONSULTANTS ��►���,�Ttot� FL©off ��N r _\ REGISTRATION i \ fF->(/ 971/ANf� pooIr- I � 4S 6E +�cov> 0 :.�P�� OF PLO I - y,� •O I' ! ��— (( —L--� ,;• Rye � � ��• 1_t KLTekA k `�� Ihfl i_ J 'sr FRED ARG� 1praotaf- I (^ 'S Sp �P'''I �'� 0 (K V I `�I I',�I REVISIONS µ NO. DATE REVISION OV♦=� ti+.LII�rF��S�J Ri'TTnr;+:.nIVlSivb 1F,VIFNgL0FOP. PIPI,CE I SIX (,Al2/Tl.1a111Y( lrt V I O� I fm �I '1 ! L l ✓ 1 h �Co �I "i �P=GO l'�f P ATE 4/ 1 li PLANS hWD PERMIT MUST BE KEPI' 1 -� NO LKEY PLAN NS11=1 I N "'ILL BE P %7E. f=�r yT/,cico p�oe I TO 6S,r, %:F oVtG r I THESE PLANS AND ALL PROPOSED ro I ARE SUBJECT TO ANY COnBRECTIOPi., / I 'REQUIRED BY FIELD INSPECTORS TfIA� MAY BE NECESSAIIIY IN ORDeR TO COMPLY WITH ALL APPLUCAME COt , 3" ' SHEET TITLE / SHEET NUMBER FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Construction - SF" I-3�S-7% This Approval Does Not Guarantee Performance of the System Reviewer:.., PROJECT NUMBER DATE k /(p / 1 W7 ARCHITECT 6 APR 10 201i PERMIT-n lG St. Lucie County, FL 4 V- Polxt--s > Co�c.Gexlv�tO ,�atre.�q�cYer-S� c�NGa W U.s7;4 t>1 SA'z.Zf\ E- Fri 1kt TA r PS7 t 4 To? F Are- a aruP5 CR 2.4'o,e.r 4 R.,o'ttoM Pf.A.iii 41-44JCc J:Ln G iC �JctSTit.�Co '9ocaF STaACTur_�- P-i`> iol6dt-AT,oK? VL Rr"twa L.t_ *5 POW E L 97_u. _E_0 G MI0 t,nr.�o EPDXs.�re3 ILrA * FVo SET GOI..aT 1 is U a et5 �/Z heYw At.C_ bni (,T, IK2 U �CGte..?C.o "bT2IPS C IG11641 -FoIL INSu LoA,rf KJ a"C91vCe.'r Ttr. %L-CV-V.U-J..L �SFSc*e.5 I�1=ILLC_PCEU.S (Pig- F c.66 rc PGp ti 13(p CCo IL5 POW G4 P�tLL�t� loeM 11-3 IraTO ExrgT Ir.�G 'F uI VATtC)Q 6E't' IN EPDXY �XI�iTI�G Coha C.�.ETE ,si,as to FIL-L S-) ©K) ELECTRICAL LOAD CALCULATION 1724 S.F. LIVING @ 3 VA 5172VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA ?;#XA RANGE 12000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA O MISC. 3000VA TOTAL 39872VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 11948VA A/C HEAT A 100% -= 12000V A TOTAL 33948VA 33948VA = 141 AMPS 240 / USE 200 AMP SERVICE ��p7:DDM 3� 3/o THwN Ott tN �`C�LctC'C' SEEaeVIr_� OG u Tf ��- (s 30-'b 1-kuJ IN 1 4K"C -w:4 CU Ceea® r(Fz� � PC.cva3nmJ �Ee�O y�opa, e IMP L N f�j Rl w-r-- t-cVNiv 01 01F_ 1ow.LOL M fC. SE.40C.F. 1:'JCISTING P��S IV �MheN Ce or sF l� It—lbftZ it " ,taorp g;�N 7rl 0 I 1 I r I le- LTC, tAfiEf -. L J g� FIT ` II I Sri l iC— I �r1aVEP �� LrVIpue, P4-'1 L.IvIfJ(n* �1C! �iT/,clGo poo,D i IIj Certification for Design load Compliance 1. DESIGN CODE: Florida 90 070T/l�L- code 2014 Edition w/20—supplements using ASCE 7-10 2. Structure Design is: nnclosed_Partially Enclosed —Open Building 3. Risk Category: ,,,_I 41 _III _IV Exposure Category: )1ZB _C _ D Adjustment coefficient 4. Design Wind Velocitybamph _ ASD t— LRFD End Zone Width 41 ft. 5. Mean Roof Height: id 1 ft. Roof Pitch.S)U.A Parapet _ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3 a M RH(worst case)) Zone 1: Zone 2: -11 Zone 3: -01 Zone 4 - AoZone S: -1J /AGarage: n%�/4 7. Design Loads: Floor: PSF Roof/Dead:" t SF Roof /Uve kt FSF Balcony: _PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Wails Considered for Structure? Yes _ Not applicable Explain Why Not: 9. is A Continuous Load Path provided? Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required _Yes X No (based upon section 1803.2 exception) [ems" Seca L I(\ Z 6TRPPa-r_ 1�t�Urtgtlr`�C� �lS�SL HITS NOTE'. ALL- 9FLF_t_'TV_4 CAcL. hN{ALt_ ��IcE4 SPr.r-S AMA9-sr--5 CA(__ 'i- sPF4w1`rJ '5i-Ptt416 t- 1 THM PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COF18CCTIONS `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN MOM TO COMPLY WITH ALL APPLFCABLE 13104X-8. e Ll—ul . LUCIE COUNTY PLAN REVIEW BLDG: DATE: ELEC: DATE: *411-Eo DATE: H I APR 1 0 REC'D(" I �I 11 Architectonic In 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT ROD F,IGoE�Z �amC)\//4-J7It ®(� i,t+c-tom cs�v►.aT`( F4 CLIENT 5AV--nl70 S 2oQ PIr=. G 2 3\05 PuUt�,+J T�I T PI FL CONSULTANTS REGISTRATION OFF0 �pEL 4 ,e AR96898 srFRED ARc� REVISIONS NO. DATE REVISION 2/zt/17 Kcv1SE9 6�E-cte�c� KEY PLAN SHEET TITLE / SHEET NUMBER A�� of V z,., PROJECT NUMBER DATE