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HELICAL <br />10 TON <br />N <br />36'-0" <br />11 a -13w <br />V— "• Q _4 <br />I I <br />I � <br />5'—Ow i I <br />! CONTR. i S <br />j VERIFY [ zI 12"x24" T ICKENED SLAB <br />I U WITH 2—#5 CONT <br />.I I <br />----------------- <br />I <br />I. <br />2 <br />S2 <br />- 12"x42" GRADE BEAM <br />I <br />CONTROL/CONST JOINTS <br />SPACED AT 112'-0" OC MAX <br />TYP., SEE ETAIL 1/S2 <br />I <br />Qo. a <br />�" ---HELICAL ANCHOR <br />10 TON CAPACITY <br />3 <br />S2 <br />. dl. . <br />a <br />� i e <br />1, <br />4 I .Q / <br />S2 HELICAL ANCHOR <br />3 20 TON CAPACITY <br />S2 <br />6" CONCRETE SLAB WITHw w <br />#5 AT 12" OC EW 12"X24" THICKENED ILAB <br />FINISH FLOOR EL=100'-0w WITH 2-#5 CONT N, I 7- O w <br />�.i <br />CONTR. VERIFY <br />1 <br />t <br />10 / <br />I `I <br />FOUNDATION PLAN <br />1/4"= 1'-0 <br />w N <br />,.. _ PLAN <br />HELICAL ANCHORS <br />0 10 KIP CAPACITY <br />40 20 KIP CAPACITY <br />1. REFER TO ARCHITECTURAL PLANS FOR CMU WALL LOCATIONS,FLOOR <br />SLOPES,DRAINS AND ADDITIONAL DIMENSIONS AND SECTIONS. <br />2. SEE SHEET S1 FOR GENEFAL STRUCTURAL NOTES <br />3. ALL PILES SHALL BE - • ON GRIDSAND GRADE <br />BEAMS SHALL BE CENTERED• • OTHERWISE. <br />BOTTOM4. - i REINFORCMENT SHALL BE SPLICEDOVER <br />PILE CAPS AND TOP GRADE BEAM REINFORCMENT SHALL BE <br />SPLICED AT THE MIDSPAN <br />5. FOR CORNER AND INTERSECTIONS REINFORCEMENT DETAILS SEE 5/S2. <br />6. HELICAL ANCHOR SIZE AND LENGTH SHALL BE APPROVED BY THE GEOTECHNICAL <br />AND STRUCTURAL ENGINEER TO ACHIEVE A NET DESIGN CAPACITY• BELOW. <br />ANCHOR SHALL BE CAPPEDTH 3/4"x6wx8m PLATE <br />CONTROL JOINT <br />SAWCUT JOINT WITHIN 12 <br />HOURS OF PLACING SLAB <br />AND FILL WITH JOINT SEALANT <br />REINFORCING CONTINUOUS <br />AT JOINT <br />V <br />SLAB ON GRADE <br />(SEE PLAN) <br />N.T.S. <br />CONTROL JOINT SEE 1/S1 <br />CONCRETE SLAB SEE PLAN <br />M W FINISHED FLOOR 1-k <br />z? T_---e--� EL=100'-0" <br />(LW <br />d <br />- COMPACTED GRANULAR FILL <br />SEE PLAN & THICKENED SLAB WITH <br />SCHEDULE (2) #5 CONT <br />SECTION <br />INTERSECTION <br />Nil <br />SPLICE BAR SAME <br />SIZE AS HORIZ STEEL <br />THUS: <br />3'-0" <br />HORIZ STEEL <br />SPLICE BAR SAME <br />SIZE AS HORIZ STEEL <br />THUS: <br />3'-0" <br />3'—Ow <br />HORIZ STEEL <br />1/2"= V-0" 3/4"=1'-0" <br />2x6 STUD AT 16" OC <br />SEE ARCH <br />�--- 1 CRS OF 6" CMU <br />OR CONCRETE <br />#5 DOWEL AT 24" OC <br />- --- CONCRETE SLAB SEE PLAN <br />FINISHED FLOOR <br />EL=100 -0 <br />SLO�®OPE 2%MIN <br />,1 <br />TOP OF GRADE BEAM <br />i11--ii1=11-ice I IEL=98 -10 <br />z <br />z <br />M <br />� <br />Q <br />Z <br />0 <br />CONTROL JOINT <br />SAWCUT JOINT WITHIN 12 <br />HOURS OF PLACING SLAB <br />AND FILL WITH JOINT SEALANT <br />REINFORCING CONTINUOUS <br />AT JOINT <br />V <br />SLAB ON GRADE <br />(SEE PLAN) <br />N.T.S. <br />CONTROL JOINT SEE 1/S1 <br />CONCRETE SLAB SEE PLAN <br />M W FINISHED FLOOR 1-k <br />z? T_---e--� EL=100'-0" <br />(LW <br />d <br />- COMPACTED GRANULAR FILL <br />SEE PLAN & THICKENED SLAB WITH <br />SCHEDULE (2) #5 CONT <br />SECTION <br />INTERSECTION <br />Nil <br />SPLICE BAR SAME <br />SIZE AS HORIZ STEEL <br />THUS: <br />3'-0" <br />HORIZ STEEL <br />SPLICE BAR SAME <br />SIZE AS HORIZ STEEL <br />THUS: <br />3'-0" <br />3'—Ow <br />HORIZ STEEL <br />1/2"= V-0" 3/4"=1'-0" <br />2x6 STUD AT 16" OC <br />SEE ARCH <br />�--- 1 CRS OF 6" CMU <br />OR CONCRETE <br />#5 DOWEL AT 24" OC <br />- --- CONCRETE SLAB SEE PLAN <br />FINISHED FLOOR <br />EL=100 -0 <br />SLO�®OPE 2%MIN <br />,1 <br />TOP OF GRADE BEAM <br />i11--ii1=11-ice I IEL=98 -10 <br />--- — 6" CONC SLAB WITH <br />#5 AT 12" OC EW <br />FINISHED FLOOR 116 <br />EL= 100 -0 <br />TOP OF GRADE BEAM <br />T1 EL=94 -00 <br />a - 2#5 LONG. <br />a <br />12"x42" GRADE BEAM <br />#3 STIRRUPS AT 12" OC <br />(3 AT 3" EA END OF 12' SPAN) <br />RIGID INSULATION SEE ARCH <br />`v 6-#5 LONG. <br />N <br />OVEREXCAVATE & BACKFILL <br />WITH 1'-0" MINIMUM <br />E i NONFROST-SUSCEPTIBLE <br />fig: s SAND <br />HELICAL ANCHOR <br />rA <br />INTERIOR GRADE BEAM <br />3yA N41 LW" <br />04632002 <br />DUFFY ENGINEERING <br />AND ASSOCIATES, INC. <br />STR111CnAu - am - WRISYM <br />A <br />350 Highway 10 South <br />Saint Cloud, MN 56304 <br />Phone:320 259-6575 <br />Fax: (320) 259-6991 <br />Email: mail®duffyeng.com <br />I hereby certify that this plan, <br />specification or report was <br />prepared by me or under my <br />direct supe sion and that I <br />am ay�ensedNG1TR <br />under a ws of t sof <br />Ryon f. Garden, - PE. <br />11-30-04 25392 <br />Date License No. <br />z <br />7 <br />L <br />Q <br />Z <br />0 <br />Q <br />C) <br />® <br />Z <br />_ <br />Z <br />i <br />_ <br />O <br />a <br />--` <br />_ <br />2#5 LONG. <br />` <br />U <br />- <br />BACKFILL WITH NONFROST- <br />' <br />ILLJ <br />Q <br />SUSCEPTIBLE SAND <br />• <br />iQ1` <br />12"x42" GRADE BEAM <br />111!10 <br />�li� <br />0i <br />#3 STIRRUPS AT 12" OC <br />z <br />(3 AT 3" EA END OF 12' SPAN) <br />`cv <br />0 <br />- <br />r <br />® <br />�`-----~-- <br />RIGID INSULATION <br />N <br />6-#5 LONG. <br />N <br />_-- <br />OVEREXCAVATE & BACKFILL <br />N <br />______- <br />.= L -_t: : =._. a <br />WITH 1'-0" MINIMUM <br />" ="I ` - •. <br />NONFROST-SUSCEPTIBLE <br />SAND <br />G' <br />HELICAL ANCHOR <br />EXTERIOR GRADE <br />BEAM <br />LJ <br />--- — 6" CONC SLAB WITH <br />#5 AT 12" OC EW <br />FINISHED FLOOR 116 <br />EL= 100 -0 <br />TOP OF GRADE BEAM <br />T1 EL=94 -00 <br />a - 2#5 LONG. <br />a <br />12"x42" GRADE BEAM <br />#3 STIRRUPS AT 12" OC <br />(3 AT 3" EA END OF 12' SPAN) <br />RIGID INSULATION SEE ARCH <br />`v 6-#5 LONG. <br />N <br />OVEREXCAVATE & BACKFILL <br />WITH 1'-0" MINIMUM <br />E i NONFROST-SUSCEPTIBLE <br />fig: s SAND <br />HELICAL ANCHOR <br />rA <br />INTERIOR GRADE BEAM <br />3yA N41 LW" <br />04632002 <br />DUFFY ENGINEERING <br />AND ASSOCIATES, INC. <br />STR111CnAu - am - WRISYM <br />A <br />350 Highway 10 South <br />Saint Cloud, MN 56304 <br />Phone:320 259-6575 <br />Fax: (320) 259-6991 <br />Email: mail®duffyeng.com <br />I hereby certify that this plan, <br />specification or report was <br />prepared by me or under my <br />direct supe sion and that I <br />am ay�ensedNG1TR <br />under a ws of t sof <br />Ryon f. 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