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HomeMy WebLinkAboutPLOT PLAN -DISAPPROVEDFND PRM 2391 (0.1' NORTH) W FND PRM 2391 (0.2 NO TH. 0.1' WE ,- S88'561AA" 130. v 53.3' ---- PROPOSED 10.PROPOSED— CAR BARN PROPOSED 9\ qMINIMUM FFE=101.50�6.0'IWALK l NI 43.3' to VE0 '(6 _26.7'_BA CCNDY 9�9 989 1 wP65� LOT 3 PARCEL 2 �w .EertmW4� I Lo 20.0'nSBp104.3' -NICE TIE 1' SOUTH) 9 V (Z\p' SCo4t9 r 4 `E-Ca kt©K-')I CNRECs FRONT SETBACK RE rn Q• 0 I s 44v I Certification for Deslan Load Comollanc0 1. DESIGN CODE: Florida R661 PE11r rKLcode 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: _ Enclosed — Partially Enclosed K Open Building 3. Risk Category: _I �,B 4111 _ IV Exposure Category: )S_B „_C _D Adjustment coef9dant _ 4. Design Wind Velocity �6 mph _ _ ASD _ -RFD End Zane WkM _fL 5. Mean Roof Height: Z L ft. Roof Pitch: N4:12 Parapet _ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ -5ar 'MRH (worst case) Zone 1 r r'Ia Zone 2:N�A- Zone 3: Zone 44jozone 5:-34ro Garage: 7. Design Loads: Floor. 01A PSF Roof/Deed:P/A, PSF Roof/Live a �A PSF Balcony: PSF Doric: ty"SF Deck:,L PSF Stairs:M� PSF Fence: PIA PSF Railing: ,IA PSF S. Were Shear Walls Considered for Structure? /Yes _Not Applicable Explain Why Not 9. Is a Continuous Load Path provided? � Yea _Not applicable Explain Why Not: 10. Soil boring Test required _Yes ii No (based upon section 1S03.2 exception) STRUCTURAL NOTES: DISAPPROVED 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 e0 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 12' AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. a. 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. a. PRECASTIPRESTRESSED 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 Z-MAX COATING OR BETTER. "alf dr �riM4"14�I1 qil �'In h116Lf7MClti1 REVIEWEDOR CON ey.• Sl UIU�' 0. REVIEWEpp BY L i; 1 ! DATE i(�4I ��9KM r'i Mv $a?," %,0/ 1 5 $©P�- "CotiaTINLiOt�S GjA/� err, tN Flt-r-�p c z v�P � z +a,tj•pg Cs. r 0'af rl OR NO AV9PECTtOV BE KEPT ON JOB BE ?MADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH Ali. APPLICABLE CODES. SCNE QBy JUL 2 6 2018 ST. Lucie County, Permitting rchitectonic Inc 6 DELAWARE AVENUE )RT PIERCE, FLORIDA 34950 772 460 7751 772 460 4244 REG # AA26003348 IGHT 2017 TATAROWICZ RETAINING WALL ;T. LUCIE COUNTY, FLORIDA TANTS Fad•• •' Y MICHAEL J. SEAL, AIA AR96898 IR VISIONS NCI. I DATE I REVISION raM SF EET TITLE / SHEET NUMBER A- i , OF II V- Z�+ 1 P90JECT NUMBER K II P 3 j