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<br />GRADE .t' <br /> <br />o <br />... <br />Cl< <br />W <br />'" <br />W <br />Cl< <br />1S~ <br />~! <br />f;l~ <br />d~ <br />[ff5 <br />~~ <br />"'... <br /> <br />--1! <br />I I <br /> <br />I <br /> <br />\' CHAMfER <br /> <br />"C. """"1 <br /> <br /> <br />. <br />q <br />. <br />W <br />f- <br />0 <br />Z <br />Z <br />0 <br />..... ~ <br />f- $-01 <br /><!: <br />q <br />Z <br />::J <br />0 <br />u... <br />0 <br />f- <br />lY <br />W <br />u... <br />W <br />IY <br />. <br />0 <br />I <br />?u <br />~ <br /> <br /> <br />,,'. . <br /> <br /> <br />6'-0' <br /> <br />""'''''' ",ssJ <br /> <br />Q;) ~c~f lJP N <br /> <br /> <br />USE VALMONT SUPPLIED TEMPlATE <br />IN SETTING ANCHOR BOLTS <br /> <br />NON-SHRINK GROUT <br />If REQUIRED BY TO.....ER MANUf. <br /> <br />(5) U T[ES I! )' D.C. TOP <br /> <br />ANCHOR BOLT ASSEMBLY BY VALMONT <br />AND SET BY CONTRACTOR <br /> <br />1 4 T[ES I! 16' D.C. TYP. <br /> <br />(5) 14 TIES I! )' <br /> <br />CAISSON DESIGN CRITERIA-PER LEG <br /> <br />BASE SHEAR = 47.52 KIPS <br />DO.....N.....ARD = 510.54 KIPS <br />UP.....ARD = 471.18 KIPS <br /> <br />CONCRETE VOLUME = 45 C~ Y~ PER CAISSON <br /> <br /> <br />00 <br />-0-0- <br />00 <br /> <br />FOUNDATION PLAN <br /> <br />PLAN NOTES. <br />1. VERIfY ANCHOR DOLT LAYOUT AND QUANT lTlES <br />PRIOR TO CONSTRUCTION, <br /> <br />6'-0' DIAMETER CAISSON <br /> <br />)' CL- <br /> <br /> <br />GENERAL NOTES <br /> <br />I. CONCRETE <br /> <br />~ ALL CONCRETE SHALL CONfORM TO THE SPECIfICATIONS fOR STRUCTURAL CONCRETE fOR <br />BUILDINGS, AC! 301-89 <br />B. ALL CONCRETE SHALL BE MADE .....ITH STONE AGGREGATE So SHALL DEVELOP 4000 psi MIN. <br />COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE MIX DESIGN, 6 1/2 SACKS Of CEMENT <br />MIN[MUM PER CUBIC YARD,S' MINIMUM, 7' MAXIMUM, SLUM?, 3/4' MAXIMUM AGGREGATE. <br />C, ALL REINfORCING SHALL BE HIGH STRENGTH DEfORMED BARS, GRADE 60, ASTM A615-87, <br />.....ITH 60.000 psi MINIMUM YIEL D POINT. <br />D. REINfORCING PROTECTION, CONCRETE POURED AGAINST EARTH.....................). UNO. <br />E. ALL BAR LENGTHS ARE NOT DRA.....N TO SCALE. NO SPLICES or REINfORCEMENT SHALL BE MADE <br />EXCEPT AS DETAILED OR AS AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, .....HERE <br />PERMITTED, SHALL BE A MINIMUM Of 4D BAR DIAMETERS UNLESS NOTED, <br />f. DETAIL BARS IN ACCORDANCE .....ITH ACI DETAILING MANUAL So AC! BUILDING CODE REQUIREMENTS <br />fOR REINfORCED CONCRETE. <br />G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINfORCING AT THE POSlTlONS SHO.....N ON <br />THE PLANS. <br /> <br />2. <br /> <br />fOUNDATIONS <br /> <br />~ CAISSON DESIGN BASED ON REPORT BY LJ NODARSE S. ASSOCIATES, INC. Of TAMPA, fL DATED <br />DECEMBER 15, 1997(No.96T-107 J-9). LJ NODARSE S. ASSOCIATES. INC. TO OBSERVE AND APPROVE IN <br />.....RIlING CAISSON DRILLING AND POURING Of CONCRETE. CONTRACTOR SHALL PROVIDE ADEQUATE <br />ASSISTANCE AND NOTlfICAT[ON TO ACCOMPLISH THIS REQUIREMENT. <br /> <br />B. SOIL REPORT INDICATES PRESENCE or SHALLO..... WATER TABLE. TEMPORARY STEEL CASING <br />AND\DR SLURRY DISPLACEMENT MIGHT BE REQUIRED. CONSULT LJ NDDARSE S. ASSOCIATES, INC.. <br />C. USE Of PERMANENT STEEL CASING IS NOT ALUNED. <br /> <br />D. roUNDATION DESIGN ASSUMES THAT THE SILTY CLAY LAYER SHO.....N IN THE SOIL BORING AT 30 fT <br />EXTENDS .....ELL BELO" THE BOTTOM Of THE CAISSON. IT IS THE CLIENT'S RESPONSIBILITY TO CONfIRM <br />THIS ASSUMPTION AND TO NOTlrv roUNDAT[ON ENGINEER If ACTUAL CONDlTlONS DIffER. <br /> <br /> <br />- 26-19 VERTICAL BARS <br />fULL LENGTH or CAISSON, <br />EQUALLY SPACED <br /> <br />14 TIES I! 16' D.C. <br /> <br />12- 19 " 12' LONG VERTICAL <br />AROUND ANCHOR BOLT CAGE <br />EQUALL Y SPACED <br /> <br />~ SECTION <br /> <br />REfER TO VALMONT TO.....ER DRA.....INGS fOR CENTER <br />Of BOLT CIRCLES AND NUMBER or BOLTS PER CAISSON. <br /> <br />fOUNDATION CATEGORY 'NON-STANDARD' <br /> <br />~ <br />~ <br /> <br />I 1/13/98 <br />l~ CATt <br /> <br />CONSTRUCT JON <br /> <br />AMERICAN PORTABLE TELECOM <br />SITE ID No. A2G-082-G, ZEPHYRH!LLS <br />PASCO COUNTY, fL <br />195FT-1D5fOlph TOWER FOUNDATION <br />VALMONT JOBlt lM337-01 <br />SEMAAN ENGINEERING <br />(402) 333 7870 <br />~IM337-S-01 <br /> <br />LDS RIS <br /> <br />DvH HKD <br /> <br />IS$~D rOll <br /> <br />... <br />,. lM337-01 <br /> <br />