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Autin Underpinning Permit Plan Sept 2020
4.5' 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 SCREENED IN PORCH FRONT FOYER BALCONY 33' 12' 30' 45' 12' GARAGE 10.5' © 2020 Microsoft Corporation © 2020 HERE NOTES: 1.ALL CONSTRUCTION WORK SHALL COMPLY WITH THE SAFETY PROVISIONS OF ALL FEDERAL, STATE AND LOCAL LAWS. 2.UNDERPINNING SHALL BE COMPLETED BY EASTERN STRUCTURAL SERVICES, INC. (ESS). 3.A CERTIFIED UNDERPINNING PILE REPORT SHALL BE PROVIDED BY AACE GEOTECHNICAL ENGINEERS UPON FINAL COMPLETION OF CONSTRUCTION. 4.HELICAL PILES TO BE INSTALLED FOR STABILIZATION UP TO 26 FT IN PILE LENGTH DEPTH WITH AN ULTIMATE BEARING CAPACITY OF UP TO 40 KIPS. 5.SPACING 3.5 FT FROM THE END AND MAX 7 FT ON CENTER TYPICAL LAYOUT. 6.HELICAL UNDERPINNING BRACKETS FOR EXTERIOR 10-TON PILES. 7.HELICAL PILE DEPTHS MAY VARY AND WILL BE DRIVEN UNTIL THE REQUIRED CAPACITY IS ACHIEVED. 8.FOR DETAILS AND SPECIFICATION ON THE UNDERPINNING BRACKET PLEASE REFER TO THE DETAILS SHEET 2 OF 2. PROJECT LOCATION VICINITY MAP 1:16,000LORRAINECOURT US-1 ALWAYS CALL 811 R PLANS LEGEND EXTERIOR WALL JAMES AND JANET AUTIN 7100 LORRAINE CT PORT ST LUCIE, FL 34952 JURISDICTION: ST LUCIE COUNTY PARCEL INFO:3416-802-0002-000-2 RIVERS EDGE PENINSULA LOT 1 R IO M A R D R IV E SCALE: 1:10 FOUNDATION UNDERPINNING7100 LORRAINE CTPORT ST LUCIE, FL 34952PERMIT PLANArthur Dylan O'Berry 2674 SE Ruffin Terrace Port St Lucie, FL 34952 P.E. No. 88512 PROJECT NO. 2020-001 SHEET 1 OF 2DATE: 9/3/2020DESIGNED BY: ADOPROJECT NO. 2020-001HORIZ. SCALE: 1" = 10'VERT. SCALE: N/ACAD: Civil3D.dwgREVISIONS:ST LUCIE COUNTY PERMIT NO:________ 0 HELICAL PILE AND BRACKET THE AUTIN RESIDENCE 2-STORY STUCCO HOME BUILT 1984 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