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700 BEACH AVE - PERMIT RES18-0167 DWGSAP-2-UFB-3500-4000 UNDER FOOTING BRACKET CATALOG NO, PSA1001 [P] OR PSA1052 [G] CONCRETE FOOTING pIER BRACKET TOP PIER /� PLATFORM J Ij�lj PIER EXTENSION INTERNAL COUPLER PIER STARTER FRICTION REDUCTION COLLAR TYPICAL INSTALLATION ,19 am■ WIIE!!i — ------ - — - ---- ------ - - : Named; Tap Pler Plar /Mailer �Plaln Pl r Plar YBaHaN 5alalot Mkaobt f PMaaonn j Eden ! Sdan I Neave Mom Caped 1 _ 4L$ 1 1 9 i 1-a _.�...-...- M.. 1. A PI thru PTChance 2414P ultimate capacity Atlas Piers. 2. NOTE Actual Pier locations may be moved as necessary to avoid underground utilities, obstructions, etc 3. NOTE Following completed underpinning operation Piers shall be loaded. 4. NOTE Following completion of underpinning operation, a cement based grout shall be injected to fill voids created during underpinning. 5. NOTE Installation records shall be kept during underpinning operations. 6. NOTE All Pier materials shall be hot dipped galvanized to prevent omosion. A& REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL OFFICE COP REQUIREMENTS AND CONDITIONS �^ REVIEWED BY: (/ DATE: r T -F ! j-BL&C H -N®TES- 1. BRACKET MATERIAL FINISH AVAILABLE IN PLAIN [PI OR MT DIP GALVANrW 163 PER ASTM A133-CLATEST REVISION). 2. BRACKET MATERIAL SPECIFICATION PER ASTM A36 3. ALL WELDM TO BE DOE BY WELDERS CERTIFIED UNDER SECTION 3 OF THE AVS CODE D14. 4. MANUFACTURER TO HAVE IN EFFECT D=TRY RECOGNIZED WRITTEN GUALITY CONTRA FOR ALL MATERIALS AND MANUFACTURING PROCESSES. 3. SEE ICC -ES EVALUATION SERVICE, INC. EVALUATION REPORT NO. sck Ss 7 nw THE AP-E-IB7-9301 AND 3NNN SYSTEMS, 6. 518 DIA PIER PIIS IPARTB PSAI230D COWMMING TO ASTM 029 ... 7 lWE REQUIRED FOR EACH PIER. 7. (PORTS PSA28M ON PSA1032) SMALL BE USED AS RECLINES UP " a ti[LIBNM ME1TiIT OF 4 INCHES. B. NEF9t 18 �DRAVllJ<a SA-AP2-TPP FOR TOP PmR PLATFORMS. 9. REFER To DRAWING SA-AP"S FOR PIER SECTIO°S. ATLAS' MCMAyq -- •`� �/�'� G E N S�•'��''i� I No 42677 -53-- STATE OF Oma• ,' . �\ p��� 0 Ft S10N A',� 11111 D o°' Yz t^1 —"Pi -rwku P7 r _ -1 74 Ki P GR PAC I iy A7 -1 -AS Pt E iZS I ' — 3- SAWCU-rS a FG R 10,01, t atbet that this npaU plan hat bwl prgwul p qwwd oraardanot .tae tM FlaFtdo 2ot7 ttu1d" Coda wing akndwd w iumbg per. The repair plan hot be p We td wisp Ow batt awilabte ells Inknnaaan v1d aur eq -1-ea an �intlw Pv)wtt In the arae. The PW d@Wp a bawd upon a eo thq ab a wO oddogy u*g aetknatad ebucbwd roads. The pBr syabrm and Ito w1un oolnponanb how bean rated by 6w1 w1b." bR+t to womy Gong an a"Coaiad bolt newwry to cwt the atkcW pwUon or ads Amdum Bill C. McMohon Jr, P.E. Registered Fl. 42677 to' ®' 'J Y FOUNDATION SYSTEMS. INC. Pt. Bauch, Florida FOUNDA'nON REPAIR PLAN Juliette Sleeper 700 Beach Ave Atlantic Beach, FL 32233 DRAWN: SI DATE: os1v!1i8 I SCALE: CHECKS ®: ! JOB NO: /z o 1 w/5