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STRUCT:,:. STEEL
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9 MONDE FRUCTNrz. TESTING P' 2.01C E
1, THE FOUNDATION DESIGN 5S WED ON THE F0lJNDAl9l0+N
1, T DERICTIONS 07 ml am.lous
ALI. ISIT FABRICATED VFTAL PRODUCIS
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MOMENT CONNECTION BETWEEN STZEL BEAM AND STEEL COLUmN.
INVESTICATION BY S01 REPORT! SUBM.;TTED:
S_ BASES AND HOL WN BOLT SHALL
9, ALL HOLDOWN-1 ANCHORS, POST DG S
SHU104 HEREON APE NOT INTENDED TO BE USED AS FABRICATION
T
ALL FULL: PENETRATION GRO&E. WELDS CONTAINED IN MNIS AND
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BE "TTIED 0 PLAC -E PR, TO FOUNDATION INSPECTION
SHOP D R AW, T
THE MEEIAL FABRICATOR 'St HA L L BE RESPONSIBLr
ER
SPLICES. S14ALL BE TESTED 100 P CENT EfTHER SY ULTRASON11V
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F 0 R' A V. ETA'- FABPECATION DESIGNS IN ACCORMANCE W7H ALL
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T E I T
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PER GREENBOOK 200-2..4) %`A'O M P A %' o"T E D T 0
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SA
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ALL D.. -ENSIOR.S. DUE ETC1, SHOWN HEREON AM
2 Et SHALL 1'1)1� OUTLI -4
CONC
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4 DESIGNED V T EST- AS
95% Os THE MAXIMUM LABORATORY DRY DENSITY.
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13, FOR POST -TENSION StAg, REFER TO APP OVED PLANS
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0 .0
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NON- EXIPAN'SN-l' FI;LL AS REOURK T Z -PZ-' PA�:l
,,PREPARED
4- PRIOR TO REQUESTING A SUILDiNG DEPARTMENT FOLINDAT',ON NSPEICT ON,
r"T DIT -S, MD THE REQUIR N S 04
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COWPACTION REPORTS SHALL. 8 BY T ir
E SUBMITTED, AND APPRUVED 'HE
FABRICATION: AND EREW7110N OF <STRUCTURAL STEEL FOJ-R!-
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7. rn-ERE SHALL BE, NO VI'LITY 70*1 NtEA? Tif BUILDING FOUNDAP;'�_.',�,:
P 1, DO
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SULDiNsC I DEE AN t,
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EXTI EN 1.3i"FER TRIP4 A 45 CECRV" U�NE FR01JECTED lvexlN,
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SHOWN i'N DETA1,LS By THE POST-TEN0.1" 3, A STRUCTURAL STEEL.- Sr' FABRICATED IN THE s -HOP 'HT
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a 't, all,
K; I EXCEEDI G 0.0496Z,
D-2000IN ADDITION OP, QUESTIONS SHALL BE NO
TZv
3. ALL BARS SJHALL BE CLEAN OF WME FLAKY RUST, GREASE OR.
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CC 'T'NUOUS REDNFORCEMEDSF r� til"INJO; I NSPE�_ EV SY AN *FR0r_D- WELDING INSP:Ecm��,
327 MIN,, Wl-'141"H VVER C> G-REAJER, I N ALL N
S HA.6 D SY KEEPING C-^CNT.NUOUSLY *5
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cowCIR0 2 BE R
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LAF
-?'�.NGS OF.40 DIA, FOR GRAD--
............................. 'T
_\ ..... SPECIAL INSPECTIONS ROUND WkCHIN7 BOL. S,
------ RON;wi REIN-FORCEMEN SHAU., K - 1/164' R 0 U Nl) HOLES,, FO:;�
il-, I . MC 4, U S, �E 3/4
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NLES" Ol 9� REFER TO ARCHITIECITUPAL, VEC-4-441CAL, ELECT'Ri. A14"
K ALL CONNECT iHERVI S N. AJ SOLT5
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7� .:Y Che,^, 40 & 48 DIA., FOR, CRADE 60 W--,, 0, 2 EP
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WHIC E.R .5 G R E AT
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SHAU. CONFORM T 0 ASTIA A-307 fOR UNFINISHED BOLTS. ING DR
-1 Hill
SPECIAL W.PECTOR(S)
INSPEC*n
I NAUir PH W PLUM& AWING, L
— — — — — — — — — — — — — — — — — — — — — — — — — — —
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2. 4�" PRECAST WAI BY 01T _H SE R S 2. 12" SO 3/4" BASE PLATE (MIN) OR PE
ER MANUF.
3, SUBGRAD PER PLAN Bo, SL�
/4"%* 8` A307. ANCHOR LT
SUBGRADE BY 01"HERS. MIN 6" OF
FIN CRUSHED VINSCZILLANEEOUS BASE.
PER GREENBOOK 200-2..4) %`A'O M P A %' o"T E D T 0
95% Os THE MAXIMUM LABORATORY DRY DENSITY.
TO MANUFACTURERS HANIM !NG, TIONS
FOR ADDIT, REQUIREMENTS D U 'R I N G' BUILDIN"', P, ACEVENT
\IS -�wl_/
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112- 11 12�
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1, PRECAST SLAB BY 0 T, -i ER S LIGHT POLE BY OTHERSS
2. 4�" PRECAST WAI BY 01T _H SE R S 2. 12" SO 3/4" BASE PLATE (MIN) OR PE
ER MANUF.
3, SUBGRAD PER PLAN Bo, SL�
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