Midwestern Engineers, Inc. Plan Preview

� 0 � u� � 0 " u � w ' � 0 z 0 u � 0 0 � �' z w w 0 � " � u u � w 5 "'� & "' . o cu ....mo .9 0 �N� o- iiJ �o · vi -· - � N :t .. :§l � .,;/!:! < •0 w "•" <-• O" > al JO JU �� I 00 �� ..:N 0 '5i <c I @ @ @ @ "' I FLOOR PLAN KEYNOTES I I 055ZlJ EIEE & IUBE B/IILINQS SI D E M OUNTE D GUARDRAIL (INC L U D E 4" TALL TOE BRO AT BASE) 0552]J EIEE & IUBE llt.lLINQS STAIR HAN D RAIL (36" ABOVE N OSE OF STAIR TREA D ) O:i5JlJ B/IB QB/IIINQ ALUMI N U M GRATING (2'-0" & 3'-0" WI D E) 055000 MITAL F/IBBIC/IIIONS (8)-ALU M I N U M STAIR TREA D S C 8 STRUCTURAL PLAN KEYNOTES @ @ @ @ ® ® o:;:;o oo METAL F/IBBIC/IIIONS C12x8.27 A L U M . STAIR STRI N GER 056000 M.IIIL F/IBBIC/IIIONS C8x4.15 ALUM. P ERI M ETER CHAN N EL 056000-METAL F/IBBICAT IONS C4x4.33 A L UM. JOIST o:;:;ooo METAL F/IBBIC/IIIONS 4"x4"x¾ ° ALUM. TUBE w/ WE LD E D OJJOOO 1O"x1 O"xi"T ALU M . B P CAST-IN-ELACE CONCB.IE 16"0x36"D CONCRETE P I ERS OJJOOO-CAST-IN-ELACE CONCBE lE 4"T EXTERIOR LA ND ING w/ 4x4-W4xW4 W.W.R. l 14'-0" (0/0 GRATING) Al A 8 B 8 A1 A3 SEE GENERA L NOTES (1YP. OF 5) T.O.G. E L EV. = 547.60' _J "' I ., I P o 20.0 PSF GROUN D SNOW LOA D Pm 20.0 PSF M I N I M U M FLAT ROOF SNOW 1.0 SNOW LOA D I MP ORTANCE FACTOR WINO· Vult 115 P SF ULTI M ATE DESIGN WI ND S P EED, (3-SECON D GUST) V ,so 89 P SF N OMINAL D ESIG N WI ND S P EE D RISK 11 CATEGORY EX P OSURE CATEGORY C C&C ±16 P SF M I N IMUM FACTORE D COM P O N ENT & CLA DD ING PRESSURE SEISMIC. ,. 1.0 SEISMIC IM P ORTANCE FACTOR Ss 0.227g 0.2s S P ECTRAL RES P ONSE ACCELERATION s, 0.108g 1s S P ECTRAL RESPONSE ACCELERATION 'lls 0.242g SHORT PERIO D DESIG N S P ECTRA L RES P O N SE ACCELERATION "'' 0.172g 1s P ERIOD D ESIGN SPECTRAL RES P O N SE ACCE L ERATIO N SITE D D EFAULT VA L UE CLASS SEIS M IC D ESIGN C CATEGORY V 0.324 KIP D ESIGN BASE SHEAR w 4.0 KIP EFFECTIVE SEIS M IC WEIGHT Cs 0.081 SEISMIC RESPO N SE COEFFICIE N T R 3.0 RESPONSE M ODIFICATION COEFFICIENT - SOIL. q, 1,500 PSF A L LOWABLE SOI L BEARING PRESSURE qp 100 P SF/FT LATERA L BEARI N G RESISTANCE � 130 PSF SLI D ING COEFFICIE N T GENERAL NOTES A L L M ATERIA L & WORK M ANSHIP SHAL L BE IN ACCOR D ANCE w/ THE REQUIREMENTS OF 2012 IBC AS ADOPTED BY 2014 I N DIANA BUI L DING CO D E & AMEN D MENTS. 2 0552]3-EIPE & TUBE llt.lLINGS A L UM. GUAR D RAIL w/ 4" TA L L TOE KICK AT BASE 0553]3-B/IB GBAIING ALU M . GRATING 055000-M.rilL ft\BBIC/IJIONS 5" TA L L L 5x4,n" A L U M . ANGLE C8x4.15 ALU M . CHA N NEL 1YP.�c...--- _..-1..l � • <O I ;,, DETAIL SCA L E: 3/4" = 055000-Mol/lL F/IBBIC/IJIONS "' 0 L 2"x2"�" A L U M . A N GLE-� rx5"x4" ALU M . PL. 4"x4"xj" ALUM. TUBE � 1 ; " 1 ; " :?• 0, 0 • <D TYP. X-BRACE DETAIL SCA L E: 1" = 1'-0" 1" it /..,, 055000-M.I/IL F/IBBIC/IIIQNS �==t C8x4.15 COPE D A L UM. CHAN N E L ----'-;:-t 6" TAL L L 3x3xj" ALU M . A N G L E � C8x4.15 A L UM. CHANNE L 4 DETAIL SCA L E:1" = 1'-0" 055000 Mol/lL F/IBBIC/IIIPNS 4"x4"xj" A L UM. TUBE w/ j"x5"x5" TOP PL .---C8x4.15 A L U M . CHANNE L ---� C12x8.27 ALU M . STAIR STRINGER w/ ,"fl " , t'-0" j "x5"x13" ALU : M � . � : � N � D ..; P :_: L ::_ • .)".'.,�]' r¾r1i;'=�� 1- 05531 3-8/IB GB/IIING ALU M . GRATING 055000-Mol/lL F/IBBIC/IJIONS C8x4.15 A L U M . CHA N NEL 4"x4"xj" ALU M . TUBE /-t-n· DETAIL " 4 SCA L E:3/4" = 1'-0" SEE GENERA L NOTES "4" (1YP. OF 5) ALUM. UNISTRUT $ T.O.G. ELEV. = 547.60' 0553]3-B/IB GBAIJNG ALUM. GRATI N G 055000-Mol/lL F/IBBIC/IIIQNS DETAIL SCA L E:1" = 1'-0" 0553]3-8/IB GB/IJING ALU M . GRATI N G 055000-M.re.L F/IBRIC/IIIONS ��.;:._ L 3x3xj" A L UM. ANGLE DETAIL 4" TA LL L3x3xj" ALUM. ANGLE C4x2.33 A L U M . CHA N NEL SCA L E: 1" = 1'-0" ---@ IT.O.L, ELEV ...e 540.86'1 DOWN CO N TRACTOR SHAL L BE RES P ONSIBLE FOR FIE LD LOCATI N G ALL EXISTING STRUCTURES & UTILITIES. AL L ALU M I N U M SURFACES IN CO N TACT WITH CONCRETE OR D ISSI M ILAR 5" \ ' 0 I ,,, I. N 0 FLOOR PLAN SCA L E: 1/2" = 1'-0" � � 13'-2" � ' ' ' l 4 ' --Ii" l 4'--li" l 1 1 1 ' 2'-4" 2'-6" ' ' -· �·- {1YP. OF 9) --·- I N 0 '- I / 4 l 8 --- 3 8 '- ' \ J ...... / � I ' (1YP. OF 9) ®1 . . - / " I \ -w ,...,✓, -1" II \ I .......'- J ..,,. ::: -.-- I ' � PLATFORM FRAMING PLAN SCALE: 1/2" = 1'-0" 6'-5" (0/0 GRATING) p ' 4' --Ii" l 1 2·-st s t ' ·� - 1_ I ,_ -· / I ' :::::::: ...... -r I ' 5 '-7" (0 5" / 3 M ETALS SHALL BE COATED WITH A L KA L I-RESISTANT HEAVY BITU M INOUS PAINT. DETAIL 4 EXTEND ALUM. TUBES 6'-0" ABOVE PLATFORM GRATING FOR ELECTRICAL EQUIPMENT INSTALLATION. FIELD CUT EXCESS L ENGTH OF TUBES & FIELD WELD j" THICK x 4.5"x4.5" ALUM. CAP PLATE ALL AROUND ON TOP. SCA L E: 3/4" = 1'-0" /IBBBEYI/IIIQNS USED: T.O.G. = TOP OF GRATING T.O.P. = TOP OF P IER T.O. L . = TOP OF LANDI N G L____ 6 8 6 8 \.____ I ;,, - .r--1 r-- 5 6 7 8 9 10 BASE FLOOD ELEVATION (BFE) = 545.60' PROVI D E & INSTALL 8" OF I ND OT #8 STONE OVER WEE D BARRIER UN D ER PLATFOR M . (EXTEN D 2 FEET BEYON D ON AL L SI D ES OF PLATFOR M ) ALL BOLTS SHALL BE j"0 U.N.O. & AL L WE LD S SHAL L BE M IN. ,i," FILLET WE L DS (U.N.O.) USING 5356 FILLER RO D S. PROVI D E WEL D S ALL AROUN D STRUCTURA L TUBES & A N G L ES TO PLATES. WEL D ING PROCESS SHALL BE TIG OR G M AW. ALL BOLT & NUT HEA D S OF FASTENERS IN CONTACT WITH ALU M . SHAL L HAVE NEOPRENE E PDM WASHERS. CONTRACTOR SHA L L INCLUDE DEWATERING M ETHO D S TO L OWER WATER LEVELS ENCOUNTERE D D URING EXCAVATION OF SOIL. SHALL OVER EXCAVATE 18" D EEP FOR A 6" THICK " M U D M AT" W/ CO MP ACTED #53's UP TO BT M OF REQUIRE D FOOTI N G ELEVATIO N . ANCHOR BO L T PROJECTION SHA L L BE 3" M I N . ABOVE T.O.P. PROVI D E ALU M . L2"x2"�" X-BRACING BETWEEN COLUM N S WHERE I ND ICATE D ON PLATFOR M FRA M ING PLAN. SEE GE N ERAL N OTES "4" (1YP. OF 5) $ T.O.L. ELEV. = 540.86' 11 II '----IA4 � 055000 MITAL F/IBBIC/IIIONS 4"x4"xj" ALU M . TUBE w/ 10"x1D"xi"T ALUM. BP -- (4)--i"0x24" S.S. HEADED A.B. (7"x7" BOLT HOLE P ATTERN) " a DETAIL SCALE: 3/4" = 1'-0" ALU M . UNISTRUT T.O.G. ELEV. = 547.60' (1YP.) S4'-----' (1YP.) I T CONC. PIER l ELEV. = 541.00' l J -------- 033000-C/ISI-IN-ELACE CONCR.IE D RILL & EPOXY 12"L #3 D OWELS C 12" O.C. & 6" INTO EXG. SLAB PLATFORM STAIR SECTION (2)-CO N TINUOUS #3 HORZ. BARS 6" APART __J (2)-8"0x24" D CO N CRETE P IERS w/ (2)-#3 VERT. D OWE L S w/ ST D HOOKS __J w I N SCALE: 1/2" = 1'-0" 033000-C[ISJ-IN-PLACE CONCB.IE 16"0x36" D CONCRETE P I ER w/ #3 HOO P TIES C 6" O.C . & (8)-#6 VERT. BARS EVENLY SPACE D . ( P ROVI D E 2 TIES w/lN 5" OF T.O. P .) (1Y P .) (1Y P .) $ T/CONC. PIER ELEV. = 541.00' SEE GENERAL NOTES "4" (1Y P . OF 5) r--�S4}--./ irJmlllllllllllllllllllIIIll!]Ill!]�!-----\S l PLATFORM SECTION SCA L E:1/2" = 1'-0" A L UM. UNISTRUT r---<S4'>--_, ,,_.,'--< Al • l T.O.G. � i E L EV. = 547.60' 5 8 ---'=���=---==--���� i__ _____ _,:����--==---���=i ! I T/CONC. PIER cl,. I ELEV. = 541.00' "f' '----· PLATFORM SECTION SCA L E: 1/2" = 1'-0" ELECTRICAL PLATFORM - STRUCTURAL PLAN & DETAILS REVISIONS BID SET �2024 Midwestern Engineers. Inc. 802 West Broadway Sireet P.O. Box295 Loo�OO!ee, Indian� 47553 DATE APRIL 2024 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK PROJECT NUMBER 2024019-00 8 8 OF 8 I ALE NUMBER 44176 I Do Not Use Plan Previews for Tak e O ff