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15'-b" N~ ~'-~" <br />HANDRAIL ALL CHANNELS ARE GRATNG <br />~~y CSxilS ux <br />® NEW HANDRAIL, E V1" x ~" x I®' ~ AB ~~F I~ g <br />N SEE DWCx G-1 W/ (Y) 3/4" C WD (iYPJ <br />~j EkPAN810N ~ ~ ~ ~ <br /> - ( ~ v <br /> CB `~ <br /> I V4" STEEL ® <br />GRATING ~ Q' ~ <br /> <br />CBxll5 2 W. <br />Q <br /> (TYPJ 1 <br /> NEW LADDER, <br />SEE ~ ~., " <br /> <br />~ <br /> <br /> <br />4) J_ <br /> <br />m <br /> <br />018x18 i <br />eN <br />y <br />~ ~ <br />~ <br /> <br /> pp <br />Y J ^ <br /> ~ ~ ~ <br /> >~ I in <br /> <br /> W ~' <br />~L J/ -------------------------- ~L ~/ <br /> <br />~ ~ F'O~R NEW Ff BATTERY <br /> ~ ® CABI CABINET ~~ <br /> <br /> ~ <br /> s <br />~ <br />~ ~' ~ I ~ <br />J <br /> _ <br />~ ~ <br />~L ~L <br />~~ JI ~ <br /> ~ <br />~ <br /> ~ <br />~ \ ~~ <br /> <br /> ~ <br />- -' <br />~ <br /> I I <br />I <br />I <br />l \ <br /> ~ <br />a <br />FUTURE <br />FUTU <br />FU <br /> BATTERTI I ~ II POWER ~ I <br /> - CAI BINET I ~CABINEi~ CABINET <br /> <br />~ ~ i ~ <br />CB <br />2L 4x31/1x1/4 <br />lN. S, t F. SJ <br />q~ <br />(2) ~i"r A325 <br />V H5. BOLTS (TYPJ <br />TYP. <br />C8 <br /> <br /> e <br />I' <br />9" <br />0" <br />3' <br />3'-b" <br />3'-6" <br />2'-b" <br /> - <br />• l2) ~i"p A325 2L 4x3 I/1xl/4 <br /> H.B. BOLTS M. 8. t F. SJ <br /> NEW CONCRETE (TYPJ <br /> PIER (TYP. aF 6), <br />15'-0" SEE DWG. C-1 PLATFORIN LOAD S: <br /> RE CABINET :1600 L88. <br />3 PIER ~ PIER DEI/DE CABINET : 1350 LESS. <br /> <br />,Q, <br />~ - EBE CABINET <br />LIVE LOAD :2850 LBB. <br />60 PSF <br /> <br />PLA?FORM PLAN scALE: 3nb" : r•m" I CABINET LOCATION P LAN SCALE: 3A6" : r-m" Z TYPICAL CONNECTION DETAILS SCALE: N.TS. 3 <br /> STRUCTURAL STEEL NOTES <br /> I. ALL STRUCTURAL STEEL WOlaC SHALL CONFORMM TO THE AISC <br />4 PIER 15.-0,~ 4 PIER 'SPECIFICATION FOR THE DESKT~t, FABRICATION AND ERECTION OF <br /> ~ STRUCTURAL STEEL FOR BUILDNG", LATEST EDITION, AND THE AISC <br /> EQUIPMENT 'CODE OF STANDARD PRACTICE FOR STEEL BUILDING AND ESRIDGES", <br /> CABIPETS LATEST EDITION. <br /> I I I I i I I III I I I I 2. ALL 8'fR1CTURAL STEEL PLATES, SHAF'EB AND BARB SHALL <br />a I I 1 1 1 1 I <br />I I <br />I I I I I I I I <br />I I ~ <br />JU CONFORM TO ASTMA922 GRADE 50 OR A81Ti A36, UNLESS NOTED <br />I <br />(, II I I <br />~---- I <br />I - I I II I <br />I II _---- <br />I I ~- -~ I <br />l <br />II <br />~ <br />on4ERWSE. coLD Fo~'I TUBMG SHALL coNr-0aM To ABTM A50m <br />ES SHALL CONFORM 70 ABTM A30'i OR ABTM A36 <br />A <br />PI <br />II I I I I I I . <br />GR <br />DE EA <br />P <br />I I I I I I <br />~ <br />~ NEW LADDER t 3. ALL BOLTS (OTHER THAN ANCHOR BOLTS), NUTS AND WASHERS SHALL <br />I~ ~ I I I ~ ~ I I j <br />j ~ HANDRAIL, DWG. G-T CONFORM TO TFE REQUIREMENTS CF ABTM A325. ALL BOLTS SHALL ~ <br />II I i I III I 3/4 INCFI DIAMETER, MMIMSJM. <br />II I <br />II I <br />I I I ill I <br />I III I <br />I I I 111 I I <br />III I I <br />I I L <br />~ <br />4. ALL WELDL+IG SHOULD ESE DONE BY CERTIFIED WELDERS AND SHALL <br />ATEST EDITION <br />" <br />" <br />I <br />TKsRADiNG ~ _ _ _ - ~ _ _ _ _ . <br />STI~IICTUR4L WELDING CODE <br />, L <br />CONFORM TO AWS Dli <br /> ALL WELDNG ELECTRODES BFIALL BE ETO. <br />C8 WB (TYPJ CS <br />`~ <br />: 5. GRATING SHALL ESE CAPABLE CF BUPPORiMG INDICATED LOADS. <br />~ UBE STANDARD J-ESOLT8 AND GLIPB FOR ATTACHMENT, GRATING <br />T G ~ <br />~ SADLLE CLIP PARTNERS SHALL BE ASTM A510 GRADE 36 WI1T4 MMIMUM <br />y~ ~ ~ ` ` /,,~~~; ~,~ \ ~ ' . ' <br />Y~ THICIQ4E5S CF 14 GA SELF TAPPING GRATNG PARTNERS BOLTS MNIMUM <br />' <br /> ENERB BOLTS SHALL <br />THICIQ~E68 CF 14 GA. SELF TAPPNG GRATNG FA81 <br /> ESE STAINLESS STEEL PER ABTM A240,1YPE 410. <br /> CONCRETE b. A. ALL STEEL. SHAPES, BARS t PLATER SHALL BE <br /> PIERS, SEE <br />DWa C-T HOT DIPPED GALVANIZED. <br /> B. FIELD tOUCH UP ALL PAMiED AND GALVANIZED SURFACES. <br /> C. GRND ALL WELDS TO A SMOOTH FMIBH. <br />SECTION -A SCALE: I/4" = 1'-0" ~ NOTES $ <br />Sprint <br />Together with Ne#el <br />51I - (ITN. AYE 5, 51117E 120 <br />MINNEAPOLIS, My 55415 <br />1EL: 612.204-3396 <br />FAk: 612.317-8603 <br />Fullerton 6ngineenng Consultan4s <br />9600 Ui BRYN MAWR AVE. <br />SUITE 200 <br />ROSEMONT, ILLM015 60018 <br />TEL: 841-292-0200 <br />FAX: 841-292.0205 <br />DATE SIGNED: <br />SITE NAME <br />ELK RIVER <br />SPORTS MAN <br />CLUB <br />SITE NIt1BER <br />MS~4XC98~O -a <br />517E ADDRE55 <br />2®309 MEADOWVALE Imo. <br />ELK RIVER MN 55330 <br />SHEET NW'1E <br />EQUIPMENT <br />PLATFORM <br />pET~ILs <br />SNEE7 NUMBER <br />li-~O <br />Tuts DRawwu~G Is TuE F~Rrc o <br />PJLLERTLN EN's6EERIG CQJ5ILTANffi, INC. <br />li 15 FOR TI$ E%LW51VE U5E GF THIS <br />PRO$CT. ANT FE-115E OF iHlS DRAWING <br />LLITIdJT ilE E~RE55ED UTRTIEN OONEBIT <br />~ gn i c~ON EIGINEEf~NG LQISJLTAMfi, <br />MC. 15 FiSONIBITFD. <br />