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888 N Main St_1 - Soils Report
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888 N Main St_1 - Soils Report
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Last modified
1/13/2022 11:07:09 AM
Creation date
1/13/2022 11:07:04 AM
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Soils Report
Full Address
888 N Main St
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Tomasetti <br />2 ur&<:ird@ 3 0 in L) 00 00 m Ll 20 20 30 00 CD0+ ' .0 <br />C <br />D <br />e. . <br />-re-CE.. - <br />73 70 25 0 - ('O 00O 2 2 0 .2 0 8 D D U Dm m m m m m m m coCD-0 LO LO 10 LO LO Lf)l.0c 5in N 51 n N 51 n N 5in ni 5in N 5; n 01 5 in cd 5in N 5in N 5in D <br />04 C\.1 0,1 0.1 61 C\.1 N OJ C\1XXXXXXXXX0 0C\1 C\1 CN (N N Chi CN Chi 01r- .--r-r-.-I T-r-r r- <br />DIMENSIONS AND LAYOUT PER FIELD MEASUREMENTS: <br />-5" NORMAL-WEIGHT CONCRETE SLAB <br />-14")<28" CONCRETE BEAMS SPANNING FROM CORE COLUMNS <br />-12"X22.5" TYPICAL CONCRETE FLOOR BEAMS <br />-(4) 28"X28" CORE CONCRETE GRAVITY COLUMNS <br />D <br />12x22.5Beam 14x28Beam 12*22.5Beam > 1<·" f ED <br />1 <br />51 n <br />12x22.5Beam <br />C <br />5in <br />12x22.5Bearn <br />D <br />-D <br />5in <br />12x22.5Beam <br />00 <br />r- • <br />r-.:CDbin00oin -CNI <br />x 12x22.5Beam <br />==t -Dr- <br />0 <br />5in <br />12x22.5Beani 14x28Beam <br />D5in <br />12x22.5Beamr 1 D <br />- <br />-PERIMETER MOMENT FRAME BEAM. SECTION DRAWN IN ETABS <br />SECTION DESIGNER TO INCORPORATE CONCRETE INFILL PANELc12x22*Bearn <br />CD <br />r-r-e--·r0 m m. 0c c E - Eccc.r,3 06 :0 <0 eo .D > /0 -CD - 0 5in m 0 0 0co co m 12.22.5Bear# crl cO DCUD ...10 o LOoill N 5i n CNi Dill N 5,noi E N 5in c,i 5i n (4 5in oi 5in :/14r -9 C\1 3 CN C-\1 /0 01 (\1 -0 .U X X X X CD X X X X , 21 3C.\1 04 Chi 01 co CN N CN '. <br />r- .--1-0 9-r- .-.C 5111 c.4 5in . D <br />04 <br />X <br />l.2 V>EX 0 C 0 5 9 D 9 "tJ 0 U 0 U 5 0 0 0 0 U . . . 0- 0 <br />C\1 D <br />ETABS MODEL <br />TYPICAL UPPER FLOOR FRAMING MEMBERS <br />-TRAPEZOIDAL MAJOR AND MINOR PERIMETER CONCRETE COLUMNS <br />DRAWN IN ETABS SECTION DESIGNER
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