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824 Sherry Dr 2015 Foundation o � T , vo EXISTING 8"WIDE CMU WALL 16' 161 . ��-"°-'-,w�"w----�'_-�....w.r.•---g�•----w� �'-------m-I �.° »e-..----�` I-w--.'r-�'-----.-,+�-.�,r----�'--.----w-� 7'------'w -r--''----`--�� �'----aw-'^'----•-7'---"".I,� , EXISTING I6" X 16" COLUMN — — — — ..__ — — — EXIST. F1" CMU "DECORATIVE" WALL EXIST. 96" X 16" COLUMNS — — � °� (TYPICAL) " (TYPICAL} EXIST. TD X 2B" CONCRETE FOOTING A�. INSTALL MAGNAM MH3258 HELICAL PILES (TYPICAL) W/MAGNAM MP1002-3 ANGLE BRACKET AT LOCATIONS SHOWN (TYPICAL). ROAD SIDE OF WALL b LEGEND: EXCAVATE AT ALL PIER L0CATI0NS TO BELOW FOOTING TO ALLOW INSTAl1.,AT10N _j MAGNAM MP1002-3 ANGLE BRACKET OF ANGLE BRACKET UNDER F00'IING, BACKFILL AND COMPACT AFTER PILE INSTALLATION. MAGNAM MH325B HELICAL PILES FOUNDATION REPAIR PLAN a SCALE 1/4"= V i.�•' MAGNAM MP1002-3 ANGLE BRACKET CONSTRUCTION NOTES: THIS PLAN IS FOR THE REINFORCEMENT OF AN EXISTING FOOTING SUPPORTING A CMU WALL WHICH HAS DEVELOPED SETTLEMENT ISSUES. INTAIL-MAaUM.MH3z5a H�TaCAL'PILEs THE INTENT OF THE INSTALLATION OF HELICAL PILES WITI.1 ANGLE BRACKETS (A!®Pl�GALYAlIIZED} IS TO STABILIZE THE FOOTING REDUCING OR ELIMINATING FUTURE SETTLEMENT. 2.) THE HELICAL PILES SHALL BE MAGNUM MH3258 OR APPROVED EQUAL. t s THIS PILE IS 3" DIAMETER AND HAS A 17 TON ALLOWABLE CAPACITY. g y FIL Copy 3.) EXTERIOR COATING OF THE STEEL PILES SHALL BE — BARE STEEL. i 4.) THE ANGLE BRACKETS SHALL BE MAGNUM MP1002-3 8" X 8" X 24" X 1/2" AND HAS AN ALLOWABLE CAPACITY OF 25 TONS, 5.) STEEL COATING SMALL BE GALVANIZED 6.) INSTALL THE HELICAL PILES TO THE DEPTH NECCESSARY TO RESIST 10 TO 12 TONS. CITY OF ATLAF 7,L 7.) ANGLE BRACKET SHALL CONNECT 'TO FOOTING WITH (6) 1/2" EXPANSION ANCHORS AND 8�+,�PFIMNJJTS FOR -+DDITIOI'1!�j_ SHALL HAVE (2) 5/8" MACHINE BOLTS CONNECTING THE ANGLE BRACKET TO THE HELICAL PILE. 1 g `.i' r 1�;�i()IVD1'1IONS. 8. HELICAL PILES AND ANGLE BRACKET SHALL BE INSTALLED PER MANUFACTURER MAGNUM Pq lln if p SPECIFICATIONS AND REQUIREMENTS. ., ANGLE BRACKET DUAIL zi 'y 3 J w O .ww.w+,w.uiuww �"°j°`�' www.w Vow.+m.www F©l)h1DATI0N F® PRTDVEMENTS 4 W_ .A gESSC n BY PROJECT W DRAWING: __.. __ f ANDERSON WALL ANCHOR GINEERING EE]]IInn'Yp} p�v FLORIDA, INC. ®,� 0,Y}+"9�11 DECORATIVE /DECa® `�CjI�V`/��,®W(A�L°CL` }'}(°'9.{,('.r ®� N(BY: FIELD BOOK W. PAGE(S) CHORs ® / MR. TIMOT1 ANDERSON RESIDENCE '._-aL ..�..—� �..�..•._.�.,...... dllJpf�t�tt1 l 3 1.. - I\.�l..—..—_., .....•..-,...... FD crrrEl;xmc ATLANTIC SHERRY DRIVE ® _. _ _ —_._._w — PROF�TNNAL�ENGIN�R SCALE: OF no d.IWO. RONALD J. IGVANNI FOR ® FLORIDA P2#255 naTE: w w 4OW-1 ST.JOHNSV NUE JACKSONVILLE,FLORIDA 05 ) -1259 HYGIf MA HOUSE MOVERS rP DaaE � RLvasooN � Br Aum.# 5143 1 22 201 a SHEEr 1 OF 1