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Home My WebLink AboutREVISION 7-26-18Ar,aJ"cw OFFICE USE ONLY: DATE FILED: 4 -1 I A C REVISION FEE: S•bb # 1803-0704 r# 19 IZa. A "d 1`c w OFFICE USE ONLY: f4unoo-elms ls DATE FILED: 4"61"%71 AC C1�N S REVISION FEE S . b b PERMIT # 1803-0704 1 RECEIPT# lY 1'1 PLANNING & DEVELOPMENTSERVICES 6uptiwaed 'A1unoo aion-I RE ING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION SION L p B R � V 9n r DING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 JUL 2 6 t�tg FORT PIERCE, FL 34982 52 J U �I / � 2i (772) 462.1553 (772) 462.1553 ST. Lucie County, Permitting APPLICATION FOR BUILDING PER MIT REVISIONS ST. Lucie County, P6ri�titting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION PROJECT INFORMATION LOCATION/SITE LOCATION/SITE ADDRESS: ADDRESS: 6311 Oleander Ave., Ft. Pierce, FL 34982 6311 Oleander Ave., Ft. Pierce, FL 34982 DETAILED DESCRIPTION OF PROJECT REVISIONS: Retaining Wail to extend straight to SW Comer of property and 124 Linear Feet. on the northern Property Line commencing from the NW Property Comer. i CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUAL ADD CITY: PHO NAME ADDR CITY: PHOM ARCH NAME ADDR CITY: PHON] SLCC( Reviser ST. LUCIE CO CERT. #: RE NE IFIERS NAME: SS: STATE: ZIP: (DAYTIME): FAX ;RBUILDER INFORMATION: • Philip Tatarowiccz ESS:6311 Oleander Ave Ft. Pierce STATE: FL ZIP: 34982 (DAYTIME: 772-828-0158FAXI ITECT/ENGINEER INFORMATION: • Architectonic Inc/Mike Menard ESS• 806 Delaware Ave Ft. Pierce STATE: FL ZIP: 34950 E (DAYTIME): 772-460-7751 F • 772-460-4244 9123109 106130117 `x DETAILED DESCRIPTION OF PROJECT REVISIONS: Retaining Wall to extend straight to SW Comer of property and 124 Linear Feet on the northern Property Line commencing from the NW Property Corner. CONTRACTOR INFORMATION: STATE of FL REG./CERT BUSINESS NAME: QUALIFIERS NAME ADDRESS: CITY: PHONE (DAYTIME): STATE: OVVNER/BUILDER INFORMATION: I ST. LUCIE CO CERT. #: Po NAME: Philip Tatarowiccz ADDRESS: 6311 Oleander Ave CITY: Ft. Pierce STATE: FL ZIP: 34982 PHONE (DAYTIME: 772-828-0158 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Architectonic Inc/Mike Menard ADDRESS: 806 Delaware Ave CITY: Ft. Pierce PHONE (DAYTIME): 772-460-7751 SLCCC: 9123109 Revised 06130/17 ATE: FL ZIP: 34950 FAX: 772-460-4244 REVISION SCANNED BY SiLudet ounty DETAILED DESCRIPTION OF PROJECT REVISIONS: Retaining Wall to extend straight to SW Comer of property and 124 Linear Feet on the northern Property Line commencing from the NW Property Corner. CONTRACTOR INFORMATION: STATE of FL REG./CERT BUSINESS NAME: QUALIFIERS NAME ADDRESS: CITY: PHONE (DAYTIME): STATE: OVVNER/BUILDER INFORMATION: I ST. LUCIE CO CERT. #: Po NAME: Philip Tatarowiccz ADDRESS: 6311 Oleander Ave CITY: Ft. Pierce STATE: FL ZIP: 34982 PHONE (DAYTIME: 772-828-0158 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Architectonic Inc/Mike Menard ADDRESS: 806 Delaware Ave CITY: Ft. Pierce PHONE (DAYTIME): 772-460-7751 SLCCC: 9123109 Revised 06130/17 ATE: FL ZIP: 34950 FAX: 772-460-4244 REVISION SCANNED BY SiLudet ounty MIN sell C , REQ' FRONT CNR SlDE� REpR ZNG' TECH• MIN,SETBACK CNR ._ ,.�. S88'�:,j'44"W --- - -- - - - - FND-TRC 239 130.37' FND P 2391 G� / (0.1' NORTH) FND PRM 2391 (0.2' NORTH, 0.1' WEST) 0 — C.- PROPOSED CAR BARN PROPOSED MINIMUM FFE=101,50 co 69JI-9:' s FENCE TIE (1.1' SOUTH) Z®r o" u 43.3' to I� 10.0' COVERED I BALCCNYI 9 �9• - LOT 3— PARCEL 2 PROPOSED 18' DRIVE PROPOSED WALK (— - I � q�. EXISTING SEPTIC SYSTEM 20.0' CBS tJ C SHED 104.3' O Ia v 1Z P %d 20 vulPs� <�t rre .-45' 0wet-=— I Va o a C.4 E-CklIC) K3 cal a :�/4 Certification for Deslan Load Com 11�i nce 1. DESIGN CODE: Florida !te%sl®6ur'h1..coda 2017 Edition wt20_ supplements using ASCE 7-10 2. Structure Design is: _ Enclosed _ Partially Enclosed V- Open Building 3. Risk Category: _I �II __._ III _ IV Exposure Category: %C B _C ,D Adjustment coefficient 4. Design Wind Velocity �6 mph,_/1SD LRFD End Zone Width,_ft. 5. Mean Roof Helght: Z r ft. Roof Pitch: Nbs:12 Parapet lft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3a5 'MRH (worst case) Zone 1:- rl/h Zone 2o-PIk Zone 3:- 0 /0, Zone 4:19LO- zone Garage: d1A 7. Design Loads: Floor. PIA PSF Roof/Dea&ty& PSF Rooft lvep /k PSF Balcony: 4kPSF Dock: �P'PSF Deck:8� PSF Stairs:M� PSF Fence: PIA PSF Railing: --AL PSF & Were Shear Walls Considered for Structure? 2�Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? )(- Yes _Not applicable Explain Why Not: 10, Soil boring Test required _ Yes -ENo (based upon section 1803.2 exception) STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 80 OR BETER WITH 30' MIN. LAP, 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3- BEAMS 1-1/2, COLUMNS 1-1/2' 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 1 V AND COMPACTED TO A MINIMUM OF 98% MODIFIED PROCTOR DENSITt, S. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES, 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM p�SC�iYIY NN Z-MAX COATING OR BETTER, BY St Lucie Cnf ltv ST. LIICTF rnUTTY VI VISI( REVIFNL k.D FOR C RLVIER`E' Y DATE H I b PLANS AND PERMIT MST BE KEPT—0 OR NO INSPECTION WILL BE MADE, II I I FuTitf ate- utiv h�P�"� i Fr�►�t ''t-� I I it i3� C®n.aTINL1Ot9S �' ,. i E�7 1?TC. 1 v]/ 3#$ "o•C, 24 3/A , r THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO QMP yWtTEI.�IL4.M, VIappi unv h��u rNJ I tflths 1 I I I� ARE THE RESPONSIBILITIIOFTHE CONTRACTOR OF RECORD FILE COPY JOB rchitectonic Inc 6 DELAWARE AVENUE )RT PIERCE, FLORIDA 34950 772 460 7751 772 460 4244 REG # AA26003348 ECT TATAROWICZ RETAINING WALL 3T. LUCIE COUNTY, FLORIDA TANTS �&,Nfl J SEg4 e i AR 89$ I4 MICHAEL J. SEAL, AIA AR96898 DATE PLAN SHEET TITLE / SHEET NUMBER of pw7- Pt OJECT NUMBER f� Ia Rp 31