Loading...
HomeMy WebLinkAboutFloor PlanToeSIoy zC-oCk 0 i9 Plt ZXCn �tICK w� 31lGXZ/z° O TP.PCc�1�S @ )Z"D,C, hYaI�EZEh P,T,zx& C'UuCK .if vi'xsvz" - — Y1ED tk CN7S W/ Z o x 1/8" 0 0 O 2 2 O O PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES MAX ( WORST CASE) O.C. GARAGE DOOR ZONE 5 -26 -33.9 HAAS DOOR HT600, 700, FL# N/A S" TAPCONS @ 24" MAX. O.C., MIN 5" O.C., r MIN. COMPANY 2000,800, 16660.23 EMBEDMENT AND 2.5" DISTANCE TO EDGE AMERICAN TRADTIONAL900 SERIES THE SEAL HEREON IS PROVIDFn nNlYm iun�rn'ra nna ar�nne, nnn .,,�,,.....�,. IncA triArv�t ur I HtSt PRUDUCTS 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 BY THIS OFFICE FOR THESE PRODUCTS. IFS' j2©w �L b¢tv�E.� g�T fN �-YoX� STLICCe> To T�4A'Mc# EXt hTtNG C°OI-%OZFA-ri F k-O C_ K- # 5 'Po w E o... P•Rt K E%1F^ Certifica)ion for Design Load Com liance 1, DESIGN CODE: Florida 2020 Edition w/20 supplements using ASCE 7-16 2, Structure Design Is: X Enclosed _ Partially Enclosed Open Building 3, Risk Category: _l it —Ill _IV Exposure Category: .B ;__C D Adjustment coefficient 1 tO 4. Design Wind Velocity1 Gomph ASD _LRFD End Zone Width A g, __._ 5. Mean Roof Height fr?50ft. Roof Pitch:ItLr12 Parapet _,__ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq, ft. @ � 'MRH (worst case) Zone 1:.h)/F' Zone 2:- 7- AZone 3:-* AZone 4:Z °l Zone 5:- '�' Garage: •—Co 7. Design Loads: Floor: I`r'4`PSF Roof/Dead:6t`f5�f-PSF Roof/Live�r5fP$F Balcony: _PSF Dock: _,PSF Deck: — PSF Stairs: — PSF Fence: — PSF Railing: _ SF p RECEIVED 8. Were Shear Walls Considered for Structure? _zYes „Not Applicable Explain Why Not + ; 9, Is a Continuous Load Path provided? Yes 'll{I� x G 7Q f .% _Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. St. Lucie County - - - - Permitting STRUCTURAL NOTES' 1, STRUCTURAL LUMBER TO BE HEWFIR #2 GRADE OR BETTER WITH 1000 P,S,I, MIN, FIBER STRESS VALUE, 2. CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2600 P,$,I. MIN. 3, REINFORCING STEEL SHALL BE GRADE 60 OR SETER WITH 30' MIN. LAP, 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS COLUMNS 5. FILL (SOIL) SHALL 0E PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION. FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURE7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE S. 8, PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 4' MINIMUM BEARING, SEE LINTEL SCHEDULE F ADDITIONAL INFORMATION, OR 9. MORTAR FOR MASONRY CONSTRUCTION SHALL. CONFORM TO ARTICLES 21 AND 2.6 A OF TMS 602/ACI 530.0/ASCE6 10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEWAFFIDAVIT. I`'t,�'E'.T'�'l C+1kC... �.P'�4Z•L/I;+.4";. - tt 4s"FaOw�.. y,- PKltt-fi-,p• at �'"o,G+, J61Gt (T`< P �STrr�Co 8Q� f P.? ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2022 PROJECT O'DONNELL CARPORT ENCLOSURE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION O` FLOipi � c d9S 'lV 1 MICR AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN REVIEWED FOR ° OI E COMPLIANCE BOCCI SHEET TITLE / SHEET NUMBER A- OF PROJECT NUMBER DATE 3�7�tZ