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B'-b, NAT 15'-IDn <br />HANDRAIL ALL CHANNELS ARE GRATMG <br />I~ caxus ux <br />m NEW HANDRAIL R IR" x 10' x ~" COPE FLA1~'sE8 <br />AS RECJIIIRED <br />SEE DWG. C-1 EkPANS~ON ~ ~ i , i , <br />Q' ~ ~ C W'8 (TYPJ <br />M <br />~0 <br />~ <br /> WBxlB <br /> C8 <br /> <br /> I u4° STEEL <br /> <br />~- GRADMG <br /> _ <br />C8xll5 <br /> lTYPJ <br /> <br /> NEW LADDER <br /> <br />J SEE DWG. C-1 <br /> <br />~ ~~ <br /> <br />2 E <br /> <br />4 W <br />m ~ <br /> ~-- _ ~ <br />w <br /> <br />a <br />A uJ8TC18 <br /> <br />~ ~ <br />Q ~ <br />it <br />~ ~ <br />Q4 <br />Q <br />~" a <br />ie :~ <br />i <br />a <br />® !r <br />~9 <br />2 r <br />I~L ~/ ----______________________ ~ J/ <br /> <br />~ <br />~ NEW <br />POIIER <br />NEW ~ NEW <br />BATTERY <br /> ~ 0 caBt CABINET CABMEt <br /> I I <br /> \\ <br />\ <br /> n <br />1 <br />\ J <br />b <br />~ <br /> <br />' J <br />~ \ ~ J <br />~ ~ ~ <br />'r- <br />, <br />, <br />~L , <br />~ r- ~ \ ~L , <br />J/ ~ <br />- <br /> ~ <br /> \ ( ~ r\ <br /> 1 <br /> <br /> ~ <br />' <br />~ <br />' <br />' ~ <br /> FUTURE <br />FUTURE <br />FUTU <br />RE <br />0 <br /> BATTERY I I fc'F II PGWER ~ I <br /> CABINET CABINET CABINET <br /> <br />~ <br />I- ~ <br />-L- <br />----- <br />------ <br />------- , <br />---~r . <br />~l <br />Tl'P <br />i <br />C8 <br />2L 4x3 V2xV4 <br />(N. B. t F. SJ <br />l21 ~"1 A315 <br />H8. BOLTS lTYPJ <br />3 6 m'• <br />c8 <br />/i n n ° ° i a <br /> 1-9 3.0 3 -b 3.6 2 -b <br /> (ZJ ~"1 A325 2L 4x3 VZxI/4 <br /> Hb. BOLTS (K S. +! F. SJ <br /> ~ ~~~ ITYPJ <br /> PIER (TYP. OF b), <br />15'-0" SEE DILrs. C-T FLATFO~I LOAD S: <br />~ PIER C PIER RE CABINET 1600 L85. <br /> DEUDE CABINET : 135® LBS. <br /> <br />A <br />I - EBE CABINET <br />LIVE LOAD :1850 LBS. <br />b0 F5F <br /> <br />PLA?FORM PLAN SCALE: 3/16" ° r-m" i CA$INEt LOGAtION PLAN SCALE: 3116° = r-m" 2 tYPICAL CONN~C?ION DEtAILS SCALE: N.TS. 3 <br /> STRUCTURJ4L STEEL NOTES <br /> <br />4 PIER G PIER I. ALL STRUCTURAL STEEL WOgC SHALL CONFORM i0 THE AISC <br /> 15'-0' °SPECIFICATION FOR TF~ DESIGN, FABRICATION AND ERECTION CF <br /> NEW STRUCTURAL STEEL FOR BUILDMGS°, LATEST EDITION, AND THE AISC <br /> ~EQUIF'h1EN'T °CODE OF S?ANDARD F'RACTIGE FOR STEEL BUILDMGB AND BRIDGES°, <br /> GAElINETS LATERt EDITION. <br /> rr ----~~ rr----~ <br />I <br />I I ~ rr-----~r~ I <br />II <br /> I I <br />I I <br />I II I II I I <br />II 2. ALL STRI~TURAL STEEL PLATER, SHAPER AND BARS SHALL <br />__ <br />-~I I L_____J I I ~ I I I L_____JLJ I COPlFOI~I.1 TO ABTMA911 GRADE 50 OR ABTM A36, UNLESS NOTED <br />/~ I I I III I I I T-----~ I • OTHERWISE. GOLD FOFd"! TUBMG SHALL CCrFOF~'I TO ASTM A500 <br />II I I III I III I I GRADE B. PIPES SHALL GCNFOR''1 TO ASTM A3010R ASTM A36. <br />h ~ I I I ~ ~ ^ I f j ^ j ~ NEW LADDER t 3. ALL BOLi6 (OTHER THAN ANCINOR BOLTS), NUTS AND WASHERS SHALL <br />l l° I <br />1j I I 1 I 1 <br />I I I 1 I I I I <br />11 HANDRAIL, DUKs. G-1 CONFORYI TO THE REQUI al''EMENTS OF ASTM A325. ALL 80LT8 SHALL !3E <br /> <br />II <br />I II 1 I <br />II 3/4 MCH DIAMETER MMIMUM. <br />I <br />I I <br />I I I I <br />I III I <br />I I I I I I <br />III I I <br />I I L <br />J <br />4. ALL WELDMG SHOULD BE DONE BT CERTIFIED WELDERS AND SHALL <br />I <br />T/GRADING L _ _ _ _ J _ _ _ _ CONFO(di TO AWR DLI 'STF3JG1UR4L WELDM's CODE°, LATEST EDITION. <br />C8 WS ITYPJ CB ALL WELDMG ELECTRODES SHALL BE E'10. <br />~ 5. GRATMG SHALL BE CAPABLE Cc BUPPORTM3 MDICATED LOADS. <br />n USE STANDARD J-BOLTS AND CLIPS FOR ATTAGFN`1EEI'IT. GRATMG <br />T/ <br />~ ~ <br />' RADLLE CLIP FA81T$RB SHALL BE ASTM A5'i0 GRADE 36 WITH MMif'&JM <br />~ ~~i ~ <br />i~ y~~ <br />'~~T ~ ~ THIaa4ESS OF 14 Ga SELF TAPPING GRATMG FASTNERS BOLTR MMUMl9"I <br /> THICIWE88 CF I4 GA. SELF TAPPNG GRATMG FASTENERS BOLTS SHALL <br /> BE StAMLERR STEEL PER ASTM A1d0, TTPE 41®. <br /> CCNC~TE <br />PIERR, SEE 6. A ALL STEEL SHAPES, BARB t PLATES SHALL ~ <br /> <br />DW3 G-T HOT DIPPED GALVANIZED. <br /> B. FIELD TOUGH UP ALL PANTED AND GALVANIZED SURFACER. <br /> G. GRIND ALL U.ELDB TO A SMOOTH FMISH. <br />SECTION -A SCALE: 1/4" = I'-0" ~ NQ~S ~j <br />Sprint <br />Together with Nextel <br />511 -ITN. AVE 5, SUITE 120 <br />MINNEAPOLI5, MN 55415 <br />TEL: 612.204-339b <br />FAX: 612.311.8603 <br /> <br />Fullermn Engineering consultants <br />9600 W. BRYN MAUIR AVE. <br />SUITE 200 <br />ROSEMONT, ILLMOIS 60018 <br />TEL: 84'i-292-0200 <br />FAX: 841-292.0205 <br />DATE SIGNED: <br />SITE NAME <br />ELK RIVER <br />SPORTS M>aN <br />CLUB <br />SITE NIBIBER <br />MSl4kC986-A <br />SITE ADDRESS <br />10309 MEADOWVALE RD. <br />ELK RIVER MN 55330 <br />SHEET NAME <br />EQUIPMENT <br />PLATFORM <br />DETAILS <br />SHEET WJMBER <br />c-6 <br />THIS DRARRYi IS iNE FRCPEeRfT 0= <br />RALER~LN ENGTVEE9IY LOY511LTAM5, MC. <br />li IS fCR 1}E EX0.WIYE IlSE LF iN5 <br />PROJECT, MT' RE-IJSE U,- THIS DRNllNfi <br />WiIIOJT 7>¢ E7cPf~55ED WRITTd1 CONSBIi <br />~ P II I FRiON ENfilEERMG C'-NSJLTdNTS, <br />ING IS PR7HI811ED. <br />