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HomeMy WebLinkAboutConstruction PlansA�,1' �R��ECT LOCATION i a=Ave_cn, 'n+ y_Aup 9 c b . AN VICINITY MAP 1.16 000 ©r zoz �o ratiOR 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 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. PLANS LEGEND -0® HELICAL PILE AND BRACKET EXTERIOR W LL___ , -_ IVCD KNOW YMAT'S BUOw S E P ®C L� OALWAYSCALLS11 BEFORE YOU DIG ire hat h's hea [is the lw. µi 1 CT 1 brie- !';�:7nh! Pcwrrli,: niR 1 www=llaunshlne.com I - . 30' 12' + THE AUTIN RESIDENCE SCALE: 1:10 33' 23, 6' 5' 3.5' 2-STORY STUCCO HOME BUILT 1984 REAR SCREENEDIN PORCH 12' FRONT FOYER 16 -- 0 - 5' 5' 13.5' 3.5' 45' O 0 BALCONY GARAGE 23' I I I I I I I I I 3.5' 7' 7' 7' 7' 52.5' 7' 1 7' =_ N0. 8851 � zz -�' STATE OF ; �� : s ' %ORA.� c? /OW\a.' ;/:I'II'1 0� . ST LUCIE COUNTY PERMIT NO: g � 4 4 t 0 t ao- Q;n N Z Q Q n Z U N N 0 'o 0 o m = > cai Z N Z Lo Z p- V c� � W J LJJ Z LL z�Wa U I— O O W 1= O cq a. O Z ~ w O O a LL Arthur Dylan O'Berry 2674 SE Ruffin Terrace Port St Lucie, FL 34952 P.E. No. 88512 PROJECT NO. 2020-001 SHEET 1 OF 2 r 0 2 3 I 4 I 0 3 X 3/4 SLOT (TYP) 2 7/8" COUNTERFORCE BRACED BRKT BASE TOP 2 7/8" COUNTERFORCE BRACED BRKT BASE FRONT COUNTERFORCE UNDERPINNING BRACKET FOR 2 7/8" PILE SHAFT ICC-ES AC358 - REPORT #ESR-3570 2 7/8" COUNTERFORCE T-BRKT TOP 10 2 7/8" COUNTERFORCE T-BRKT BACK 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 WITIFICE�.A(IDEAL REPORT #ESR-3570) ACCEPTANCE CRITERIA FOR HELICAL FOUNDATION SYSTEMS-Af0-BEViCES. 9. PATENT PENDING. 2 1 1/2 X 1 SLOT (TYP) DRAWN AP IDEAL MANUFACTURING, INC. 999 PICTURE PARKWAY WEBSTER, NY 14580 800-789-4810 1 WWW.IDL-GRP.COM NOT TO SCALE ALL UNITS IN INCHES U.N.O. 3 1 c Group SIZE DWG NO REV B 278CFBPG 0 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. 4 SHEET 1 OF 1 0 B