Laserfiche WebLink
4 <br /> 36'-0' 8'-0" 12'-0" <br /> tC6x8.2 x 14' <br /> • • o <br /> •g -N- <br /> 12 <br /> b co <br /> CV <br /> NOTE: SEE FLOOR LEVEL • <br /> SURVEY FOR PLAN DIMENSIONS <br /> } g• • INDICATES HELICAL PIER & <br /> 10K UNFACTORED DESIGN LOAD c <br /> (KIPS). SEE DM 3&4. a> <br /> c1 f C6x8.2 x 14' C6x8.2 x 20' <br /> 8• c <br /> in lcI . <br /> i. <br /> 10K <br /> 1'41' i' 55'-0" <br /> 2 O FOUNDATION REPAIR PLAN <br /> MSC •-r <br /> SPECIAL INSPECTIONS: <br /> SPECIAL INSPECTIONS OF PILE INSTALLATIONS SHALL BE CONTINUOUS O ��E.1. W01 Y N <br /> &PERFORMED ACCORDING TO ESR 3969, SECTION 4.3, AND INTERNATIONAL R, <br /> BUILDING CODE SECTION 1705. INSPECTION SCHEDULE SHALL CONSIST OF OF WAS,y� ' <br /> VERIFYING AND DOCUMENTING PILE AND BRACKET NUMBERS ON SITE, ' ''14t.Q"\C' C�,r,„FOLLOWED BY OBSERVATION OF THE INSTALLATION'S LOCATION, EMBEDMENT <br /> DEPTH, AND FINAL INSTALLATION TORQUE VALUE, CORRELATED TO THE z /Z 2, <br /> REQUIRED DESIGN LOAD. ON-SITE LOG BOOK FOR REMAINING INSTALLATIONS <br /> WILL BE VERIFIED. A FINAL INSPECTION OF NE INSTALLED REMAINING PILES <br /> lY'T_V '+7 <br /> AAND N THLOG <br /> E BBOOK <br /> G DATA <br /> MILL BE DOCUMENTED IN A BRIEF LETTER SUBMITTED dillr.pJO 406430 �4 <br /> 'P�GIST ERS <br /> �SS��NAI.E�G <br />