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HomeMy WebLinkAboutAPPROVED Approved PlansCertification for Design Load Cam fiance I. DESIGN CODE: Florida Ffl,,,,,, lP fr'r7code 2020 Edition w/20_ supplements using ASCE 7.16 2. Structure Design is: _ Enclosed Partially Enclosed Open Building 3. Risk Category: I it — III —IV Exposure Category: �B C ___,D Adjustment coefficient r 0 4. Design Wind Velocity! f©mph ASD _LRFD End Zone Width ft. 5. Mean Roof Height: 11 fi. Roof Pitch: 12 Parapet____,ft. 6. Components & C€adding Design Pressure used: (PSF, based on Actual sq. ft. @ 'MRH (worst case) Zone 1:- Zone 2'.-�?:yZone 3:•4k.-IZone 4:. 2�t2-Zone 5:-�=, Garage: 0/4 7. Design Loads: Floor. Zh PSF Roof/Dead: ►� PSF RooftLive 7-0 PSF Balcony., #dAPSF Dock: , PSF Deck: 1A- PSF Stairs � SF Fence: 01- PSF Railing: Ni Ik PSF 8, Were Shear Walls Considered for Structure? X Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? X Yes _Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 A.S.F. STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 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, 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. B. 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. PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# - APPROVAL# CLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) ROOF ZONE 1-44S -108.5 MID FLORIDA 26 GA. 5 V FL# N/A #S-15 X 1-1/2" W/ SEALING WASHING OR ZONE 2 -565 METAL ROOFING CRIMP 11671.1 APPROVED EQUAL Y." MIN. PENETRATION ZONE 3 -66.7 SUPPLY I I THROUGH PLYWOOD @ 12" MAX. O.C. THE SEAL HEREON IS PROVILIW UNLY I U iNUILAI t UUK KtVItW ANU At'VKUVAL rUn u.7c yr rnuvvi.,.3ua I uw rvn I F;;4 41 "V�I Unc, ... AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE 9Y THIS OFFICE FOR THESE PRODUCT'S. 6-V C e t I-� . �CC- - .1 - T-- ., r /t�-toaNArc.e� - t ICI (' Et7C 2. f_ N14.1 L'C7 lr r-&FT-s-- z Pf�t, z?d4 TOT ' i w/ 5 f 4 tJ STe-AV' t-s' a as vUR,1 a t Ho oo,'� . Q.. C1u�CC. S18 rC D� tC..Z p�-�cw�Q gad Z kdF Z`�� �/ @ Z4 d cCr pw.Tp 4"C-1 5 r M V s:1-X'S 1—"TA1 c Z 4:�'f (A--t64 r-s Rt LSCAO sr iPsan.� Tr— Ct-Lr LL7/, pt-n ��L�� ri `•� rues tbdt-T!S ro 4 4 4-1p c-e �tK�-1�t�1✓� w/ #ton Zt r.9nbP � GI~a � , , ,l('ae0-rim 1-T �'f I ca N-:3 I .. Eve ep wLZ+7 3 rF t� 5 t- 1-1.t+{r� tZuCJu�F NAtyC0� } J' fillx CP < 315IfY-5 Z�"r�o� VA-i ` C Sr ]�>o o F F;r-ky 1 .t ?, _a T T I xCP e tFMF-S, _ $fACr-t 1.aCa r' Ze�.'q +c ..X115;0w "Ti- t2 -W. ), 'pDL ur-1 , €v cefmc yt �� GC�I/•�T�ro� ©T�i�i�. � r � rG �r t'.f✓E rG F�Cef',... 1,�,:. I'z' 17 IrvG ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT HOLMES GREEN HOUSE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 'ISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER R 4/ZN PROJECT NUMBER )E ZI DATE AQr / Z$ / I- i i-4aL►�rg �ee�v tI'uv3r�