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HomeMy WebLinkAboutRevision; Floor & Foundation Plan•--'fir - - - - PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES ' ROOF -ZS.4 N/A OWENS CORNING BERKSHIRE FL 6-ROOFING NAILS PER SHINGLE -42.3 SHINGLES # 10674-R-15 -64.13 ���+•.�.� . .� M;;Zw mw Arrk&VAL run uae yr rnvuuwd 1.151 to tVRIHI551 RUCTURE. 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. ZX9 uxa iSKwc rn+C,, wl 5/8 y` ar4 t'AL For/aNawl-n Certification for Desian Load Compliance I. DESIGN CODE: Florida-19EatM 1-code 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is; _ Enclosed 1 Partially Enclosed _)C „ Open Building 3. Risk Category: �1 _f�II,_ III �P IV Exposure Category: —B 4i C _D Adjustment coefficient 4. Design Wind Velocity 15-0 Mph —ASD `LRFD End Zone Width 10 5. Mean Roof Height: jLft. Roof pitch: -+__:12 Parapet _ft. t XLft- 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. it 30 (� 'MRH (worst case) Zone tr?L4zone 2:4li Zone 3:-0-1hone 4: ATZDne 5:361) Garage: u1A 7. Design Loads: Floor:' PSF Roof/Dead: f� PSF Roof/Live PSF Balcony: _,PSF Dock: --PSF Deck: _ PSF Stairs: _ PSF Fence: PSF Railing: _ PSF 8. Were Shear Walls Considered for Structure? 4XYes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? -:Y'Yes _Not applicable Explain Why Not: 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" 6. 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 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. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. UJ/t_\i t/Zr/.0 •TT{¢ti B�L.i� lC- • � YP� I �IF�Pl�LASS SNtr:Yvc..tL LLopp, -W, 01.E gol+x FELT' by FA 11' a wi. r 'IUJ "1" 0 fl NAII_'C-�y Lu� SD: R.rhJCo SilhNlt. At %II _ UNtFtF-p VE?Ft?r,�/7� CZrsu> V- rK14 e-10 Q'- ; &X G> Qosr C{ Plf Zx 21 A%A0 VGZAct t`1 Ce t5le" �6 r��t-l. gOL.•t� La %A,PofiT CoNIJ E�T7o /J I Uy it=1(1_litl _ 10 30"56 K p IF- aP PAT' SE CTt© t-� yL.. B TerM �rd•.�. Ti-1.EY/ �JiMILI-K 4\lilj.l 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 2017 PROJECT PERCY POLE BARN ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION .1 • e XV� a H Ce IE-r- W/ S 846 •cY.eL! ® wowr r r �•..... O AR96898 ®...5 Pas �T e) � _ � - m�'%'•. 96898 REVISIONS r� NO. DATE REVISION O _t V 0 _ d $ri4G4 'T►1P� �q O KEY PLAN O V _ ° RECEIVFD DEC 0 4 2019 -O ST. Lucie County, Permitting _1 SHEET TITLE / SHEET NUMBER FILE Y REVIS of � 1/S v PROJECT NUMBER (Z 19 pcii, 1 DATE IZ13l/cl ARCHITECT PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES ROOF ZONE 1-25A -123.5 ADVANCED 26 GA.5 V 110 IMPACT #10-12 X 1-1/Z" PANELTITE WITH SEAUNG WASHING ZONE 2 -42.3 ALUMINUM CRIMP 1763.1 12' O.C. ZONE 3 -64.1 THE SEAL HEREON IS PROVIDED ONLY 10INDICAI E OUR RLVILW ANU AVPRUVAL WR ULL Ur PRUUULI J UJI cU run i nD DI KMI URC. I nt Aucr i MNIL yr r noc rnvvwro.vnU n¢ r nvw yr 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. FA, ZX15 "), . 'fwc T-K 5/B�Q' eu Ps A4 Po .SY eRI MT m 2r•PL DYNE'-C- 9rP'E. 21 �P a L—+�.C_. l/8 ,• (1 l F ( f--p ,r Prf ZxB �'X`I $c.n.c:rvco R'Ar Ppg( CoNNEGTLon 5YCGIr-LQ mF-T*-c- RAOFIabC;� 01.? 3olsk FELT \ yx 4a T�tr-I (z) V 'o T-K??4 Floi-TS ®'T; Cox (' vOSj" a i 1 I , SE C--Iclk©t� Certification for DealTln Loan Compliance 1. DESIGN CODE: Florida 2i2&-P/H L-00de 2017 Edition W120_ supplements using ASCE 7-10 2. Structure Design is: —Enclosed —Partially Enclosed ) Open Building 3. Risk Category: „�I '_„_II,,,,_ III _p IV Exposure Category: _B 4C _D Adjustment coefficient i It i 4. Design Wind Velocity L'�_Omph - ---ASD _LRFD End Zone Width eft. 5. Mean Roof Height: ij�!­ft. Roof Pitch: 4 :12 Parapet lft. 1 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft, `30 'MRH (worst case) Zone I:- ?f14-zone 2:- tri Zone 3:-9-1hone 4:-STZone 5ri6'3 Garage: WA 7. Design Loads: Floor:' 1 PSF Roof/Dead: !.LrPSF Roof/Live -W PSF Balcony: _PSF Dock: -,,,_,PSF Deck: _„ PSF Stairs: _ PSF Fence: _ PSF Railing: — PSF 8. Were Shear Walls Considered for Structure? I<Yes _Not Applicable Explain Why Not 9. Is a Continuous Load Path provided? liYes _Not applicable Explain Why Not: STRUCTURAL NOTES: 1. STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.L 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 98% MODIFIED PROCTOR DENSITY, 6. 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. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. - S Tklr°I �r t �c��`C- .r e • @ C.Lar r eof ps,o4T- Y �o _t — %3 cp ,✓ ?a51raIP,) V _ 0 I O - �� , s 0 �9 1J 3cs" z� yC3 6 P -z 'O FTfo. w/ # �� .Q .9 �1 1_ .! oor— ` rQU" 1 >AliI 015'2 43/ s/e o -Tt\e4 ?sT , Architectonic Inc I s i PERCY POLE BARN ST. LUCIE COUNTY, FLORIDA i CLIENT 1 i , Y _ CONSULTANTS I, REGISTRATION Ff MICHAEL J. SEAL, AR96898 REVISIONS INO.1 DATE I REVISION P,aPrM 4 ,• •,as�.i