No preview available
HomeMy WebLinkAboutAutin Underpinning Permit Plan Sept 20204.5' 6' 5' 3.5' 3.5'7'7'7'7'7'7' 5' 5' 3.5' 1 2 3 5 6 7 8 9 10 11 12 3.5' 4 7' 13 14 15 16 .5' 23' 52.5' 13.5' 23' REAR SCREENEDIN PORCH FRONT FOYER BALCONY 33' 12' 30' 45' 12' GARAGE 10.5' ©2020MicrosoftCorporation©2020HERE NOTES: 1.ALLCONSTRUCTIONWORKSHALLCOMPLYWITHTHE SAFETYPROVISIONSOFALLFEDERAL,STATEAND LOCALLAWS. 2.UNDERPINNINGSHALLBECOMPLETEDBYEASTERN STRUCTURALSERVICES,INC.(ESS). 3.ACERTIFIEDUNDERPINNINGPILEREPORTSHALLBE PROVIDEDBYAACEGEOTECHNICALENGINEERSUPON FINALCOMPLETIONOFCONSTRUCTION. 4.HELICALPILESTOBEINSTALLEDFORSTABILIZATION UPTO26FTINPILELENGTHDEPTHWITHANULTIMATE BEARINGCAPACITYOFUPTO40KIPS. 5.SPACING3.5FTFROMTHEENDANDMAX7FTON CENTERTYPICALLAYOUT. 6.HELICALUNDERPINNINGBRACKETSFOREXTERIOR 10-TONPILES. 7.HELICALPILEDEPTHSMAYVARYANDWILLBEDRIVEN UNTILTHEREQUIREDCAPACITYISACHIEVED. 8.FORDETAILSANDSPECIFICATIONONTHE UNDERPINNINGBRACKETPLEASEREFERTOTHE DETAILSSHEET2OF2. PROJECT LOCATION VICINITYMAP 1:16,000LORRAINECOURT US-1 ALWAYSCALL811 R PLANSLEGEND EXTERIORWALL JAMESANDJANETAUTIN 7100LORRAINECT PORTSTLUCIE,FL34952 JURISDICTION:STLUCIECOUNTY PARCELINFO:3416-802-0002-000-2 RIVERSEDGEPENINSULALOT1 R IO M A R D R IV E SCALE:1:10 FOUNDATIONUNDERPINNING7100LORRAINECTPORTSTLUCIE,FL34952PERMITPLANArthurDylanO'Berry 2674SERuffinTerrace PortStLucie,FL34952 P.E.No.88512 PROJECTNO.2020-001 SHEET1OF2DATE:9/3/2020DESIGNEDBY:ADOPROJECTNO.2020-001HORIZ.SCALE:1"=10'VERT.SCALE:N/ACAD:Civil3D.dwgREVISIONS:STLUCIECOUNTYPERMITNO:________ 0 HELICALPILEANDBRACKET THEAUTINRESIDENCE 2-STORYSTUCCOHOME BUILT1984 2 7/8" COUNTERFORCE T-BRKT BACK 2 7/8" COUNTERFORCE BRACED BRKT BASE FRONT 2 7/8" COUNTERFORCE BRACED BRKT BASE TOP 2 7/8" COUNTERFORCE T-BRKT TOP 1 1 2 2 3 3 4 4 A A B B 4/22/2020 CHECKED DRAWN AP IDEAL MANUFACTURING, INC. 999 PICTURE PARKWAY WEBSTER, NY 14580 800-789-4810 | WWW.IDL-GRP.COM NOT TO SCALE ALL UNITS IN INCHES U.N.O. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF IDEAL MANUFACTURING, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION OF IDEAL MANUFACTURING, INC. IS PROHIBITED. SHEET 1 OF 1DWG NO 278CFBPG SIZE B REV 0 NOTES: 1.PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ASTM A572/A1018/A656, 50 KSI. 2.ALL WELDING TO BE PERFORMED BY SHOP QUALIFIED WELDOR TO AWS D1.1 STRUCTURAL WELDING CODE - STEEL. 3.GALVANIZING PER ASTM A153/ASTM A123. BARE STEEL IS ALSO AVAILABLE. 4.ULTIMATE STRUCTURAL CAPACITY IS 58 KIPS. 5.(2) 7/8"-8 X 3' GALVANIZED THREADED ROD - ASTM A193 (GRADE B7). 6.(4) 7/8" GALVANIZED HEX NUT - ASTM A194. 7.(4) 7/8" GALVANIZED FLAT WASHERS - ASTM F436. 8.HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES AC358 (IDEAL REPORT #ESR-3570) ACCEPTANCE CRITERIA FOR HELICAL FOUNDATION SYSTEMS AND DEVICES. 9.PATENT PENDING. COUNTERFORCE UNDERPINNING BRACKET FOR 2 7/8" PILE SHAFT ICC-ES AC358 - REPORT #ESR-3570 12 81 8 10 41 2 7 22 3 X 3/4 SLOT (TYP) 6 10 71 2 1 1/2 X 1 SLOT (TYP) 101 4