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HomeMy WebLinkAboutBuilding PlansARCHITECT r f In rA • % N FENCE INSIUE PROPERTY ■ a N ■ �. IT --�! � �� �-V. _ FENCE 3.8V k�S r: 53,65 NSIDE PROPERTY WORK � r�✓ , SHOP 9 \ f. ..X SEPTIC _-a-�--•-s t6a67(la) 90' SETBACK -M 0 r 1/, ©A,rr- #e+Sf1 SET LB7o2�o $ S 89.46'51" W 168.6 LN ]EAVEMENT .�O 60' R.O.W. - 20ASPHALT ROAD - - - WILLIS $ ROAD +10.00 ASSUMED �BENCHUARK-RED (N Fo�f1 ATJCsj+a 4"R.. K.e4'/,,,�' 8,�:,�'Cfdtit y d r�°� `i ' .• 0. �a+P o. �LoV /Per•=t? Y,,'et" riW nJ£- Lri '4 6d�S T `1 it CtP1.t+� t-.Irian__ I ' � \ - t` J `00 Sx ti rb oN. a. lt�er��Id/- C>t y�� � tz- -ca 4-F- -5c'.O 1 � 4 •A -- o s0 14 C OA(n,S (-I 169 R �tL Ir lFAX� PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL # APPROVAL # GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES ROOFING ZONE 1 -54.3 -101 TRI-COUNTY METALS 26 GA. 4S95.2 N/A 49-15XI %" WOODGRIP W/ SEALING WASHER @ 10"-2 ZONE 2 -68.3 SV CRIMP Y." -10" @ 16" O.C. ZONE 3 - 80.8 I Ht �)tAL HtKtUN a F'KUVIUED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS 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. �,age't�i �arV E,R.. 6c-tp e O'I''1 e a r�'2,." "l''Pe-1f � �} j�'FS+�.0 PP3�a ���iS�rCq t +/r 2' -1 tat/-}/aalC -44.T.. T`o r--I fPC4sF- �. vi<�F`r 1T IE-Pis. T..'"� CF F-C-Yor-�0 Qr�4 v-e Fo47 t­0 ,&,C4- 0410v1/ I'Z-168 "T;;'G.. 2x to 'r-" / (-2> ti!2__ (C' r a 2'/Z' I' t < Ca+•+� A1' F 1 f I Certification for Qglgn Load Compliance 1. DESIGN CODE: Florida L E s FA foods 2020 Edition w/20W supplements using ASCE 7-16 2. Structure Design is: Enclosed Partially Enclosed Open Building 3. Risk Category: i T _ II - III _IV Exposure Category: _ _B K C _,-D Adjustment coefficient! _t - 4. Design Wind Velocity tip' mph ___-ASD -LRFD End Zone Width 'kf ft. 5. Mean Roof Height: eft. Roof Pitch: F` :12 Parapet _ft. 6, Components & Cladding Design Pressure used; (PSF, based on Actual sq. ft. @ r 'MRH (worst case) Zone 1;-5` Zone 2:4 , Zone 3:- ) Zone 4;-�_ q Zone 5:- ' Garage; ►J/A 7. Design Loads: Floor: OfAh- PSF Roof/Dead: 10 PSF Roof/Uve 70 PSF Balcony: _PSF Dock: ,,PSF Deck: ___,_ PSF Stairs:_ PSF Fence: PSF Railing: _ PSF 8. Were Shear Walls Considered for Structure? 2! Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? �' Yes -Not Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. $TRUCTURAL 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 60 OR BETER WITH 30" MIN, LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.112" COLUMNS 1-1/2" 6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A 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, 7, DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 4" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 530,0/ASCE6 10, FOR METHOD Or ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, 11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303,1.9.1 OF THE FLORID BUILDING CODE, "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM ,Z•MAX COATING OR BETTER, RECENED 3UL. 2 2 2021 St. COunty Permitting =F-Ocl ei 1 da FITOmo- � 4 G 11 g 11 � .V1LIo Z. C-, 0 0 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 I WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 I COPYRIGHT 2020 6 PROJECT FARHAD KHAN PAVILION AND ENTRY GATE / COLUMNS ST. LUCIE COUNTY, FLORIDA CLIENT REVIEWED FOR CODE COMPLIANIC T U T" BOCCI CONSULTANTS REGISTRATION E Fto MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. I DATE I REVISION KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBERS , DATE p