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HomeMy WebLinkAboutConstruction Plansn 4-a1 Z4,ih -r,T• .ZxG TPr KUlt 114 P.t 2)(4 10f. fZdJt P.t. Ax4 d 5 or o.C. _ r,r 0O"Nr"V. K-A EIr! w 1 Q �G�t...1C1nJC�. M M RT• zx4 got w•1� l� PT "fl.lE ) MO&' I' f°L CISL r -21r CO VC,44 • u P.f 1xG F�'ra-1i,F9 (2) %y I} TEE e " For- ITINP' SEE �S DeTAIt 1 �'- '� K SECTIUVI SOtsf5 @- L(e o.L, Pry, VV-L 'zxe* L PT) r/z�IrIA" (3oc. i_ fit" N ot2iT PSOf,j t,u4 zkcs :cw,aC-fe�t.�f3 ice. r F-Tu-+'E'.G-r.:i C* +�r��+► U 4-vS Zg FffFnaCd-`-Y�— 4 1 hIu C`JT. PT 211xb"Tvp EA-7� L / d FT. 2'' u 4'' I JT. V-,i LI z PT +J' ,4�'® 5'- 0'. o.c. = 0 Pt/i'. COATre•1P W P.T. z"x4' 5oT. �,Lc- PT Pate. 21( r SEAM O5.0y _•_ • r r _ Q THOU- anLT-1 ul/ Si nPho 1 H4 > ® E A. PasT 1#Uezlc - lte CL i 1Pc>V . f/RAMP SECTION N.T.S. r K111Ml' STRUCTURAL NOTES: 1. STRUCTURAL LUMBR TO Be HEM -FIR 02 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95%MODIFIED PROCTOR DENSITY. S. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE, 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.. 9. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. izlC'--HT Zli7� EL�VACt©lam P 1 P,T, ZF 'i 1-'1 FA., Pry 2X8161 t irPff O Po`aT fsAr hIP>E otc - ` �.f,(r, ,ern.f� L,p,wavvJ�. fo�iTCTYP,� _ wit poc-K Q' Pi'(w Z7c Cp Jo1x ..jp 1 �( C J I I , z>Re s It P,T-ZK 17- FOP geanx,F._ S f P,Tzxrz srelwc. '7 (tom` O, a , z 4"17er-E' Qc0.1C, FT& Lu/ V*5 1 IN" / Feu K�) PA��T-.! o V�' L -r'\� I/T Certification forQRSIsin toad Compliance 1, DESIGN CODE: Florida t vRp nalrmtgtcode 2017 Edition w/20_ supplements using ASCE 7-10 2.. Structure Design Is: Enclosed __ Partially Enclosed Ic Open Building 3. Risk Category: xI �11 _ III IV Exposure Category: B� t_7.0 •`D Adjustment coefficient 4. Design Wind Velocity.L�. mph V•ASD _LRFD End Zone Width 5. .Mean Roof Height: ,'L-ft. Roof Pitch: t!&-12 Parapet_ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual s . ft. mr ( 9 � 'MRH worst case) Zone 1:-,Zone 2; PJIA Zone3:- Zone 4:-ZT,9' Zone 5:-36,� arage:_ 7. Design Loads: Floor: 140 PSF Roof/Dead:P/4 PSF Roof/Live 0 PSF BalConyP-/ Dock: 4PSF Deck: .>'Q. PSF Stairs: �0 PSF Fence: _ PSF Railing: 6-6 P11i 8, Were Shear Walls Considered for Structure? ZYes,_Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided?X Yes _Not applicable Explain Why Not: T0. Minimum soil bearing pressure 2000 P.S.F. r�eaayT C L tJATt c. f R.Era�. 'E-t.>*-V R.T-Pots Stan ,tp,-1_ i/2>•. \4\ M � o i 0 0 i mot f + U _I o 4Tt) I 72004' w U- REVIEWED FOR Q CODE COMPLIANCE ST. LUCIE COUNTY ® --� BOCK 0 I ®® LUI Lu Ln I __J 0 L.LA, ur) ttt\p11HN1111iiigt+� - d\ 13 • ''�. EN3FC'S.-. �08`0: o a� 4L4.... tit V BENCHMARK ENGINEERING BOWDOIN G.'HUTCHINSON P.E. ®m ,f 4-1L- 806 DELAWARE AVE. FT. PIERCE, FLORIDA 34950 70878