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Home My WebLink About1064.97.1224 x BAR DUA a` e- CMWR BARS TO MATCH LAP SPLICE SCHEDULE • • t 112* CAR. HORIZONTAL b STANDARD HOOK (TYP. U.N.O.) ROMFORCEWNT. WALL REINFORCING WALL REINFORCING WALL REINFORCING (CORNER) (8014 FACES) (MIDDLE) t SEE MALL SECTIONS FOR TYPICAL TALL REINFORCING - BAR SIZE AND SPACING 2. SEE (,)FERAL NOTES AND/OR BALL SECIONS FOR KWO1400 STEEL 01"NCES. C)1 TYPICAL CONCRETE UJALL INTER5ECTIONS NON -WATER RETAINING STRUCTURES (PLAN MEW) N.I.S. - TOP/CONC- - ELN:V. IDD' -D' 5LCK REINF. 'A' WMT '„► i TYP. BOCK 03 BLOCK - REINFORCING DETAIL SCALE- I V2 1-0 top/CONIC. ELEV. 100'_O" IDP FDOINNG EL.EV. SK -8` a � b o ®II® a � IL • ° 04GENERAL 5TRUCTURAL NOTE5 OONCAETE PER SCHEDULE 1. BASE PU1E 1. tV1 ' 1 PER SCHEDULE il3 � STEEL COLUMN ' o, (2) s DIAL HOLES FOR QESON. FABRICA110N AND EFLECIDN OF STRUCTURAL STEEL FOR (2)1/2'x 247 DIA. r i A36 STL AI O-W SOLIS t 2. PROWM 3/4 " CHAMFERS ON All EXPL75ED WRNERS OF 0OM6REtE 6.2!` 2' -6'a Y -8'x CONT. BASE PLATE' EXCEPT I M ABUTING MASHY. 15.P.L. 'A' OONFIECI10N5. UNLESS OTHERWISE SHOW. ARE 02 COLUMN BASE PLATE5 KALE- NO %CAL6 BOLTED. WELDS ARE AND SHALL BE BASED ON 5LCK REINF. 'A' WMT '„► i TYP. BOCK 03 BLOCK - REINFORCING DETAIL SCALE- I V2 1-0 top/CONIC. ELEV. 100'_O" IDP FDOINNG EL.EV. SK -8` a � b o ®II® a � IL • ° 04GENERAL 5TRUCTURAL NOTE5 OONCAETE STRUCURAI STEEL 1. 1'E MNIVG. HANDLING PLACING AND CURING OF CONCRETE SHALL 1. STRUCTURAL STEEL 008 MXTION SHAH CONFORM 10 THE AMERICAN AR 00141ENT BE N ACCORDANCE WITH THE ACI 'BUILDING CODE REOMMENTS NSTTTLIX OF STEEL CONSTRUCION `SPECIFICATION FOR IRE � FOR FOIFORCED CONCRETE (ACI 318 -89). A "' QESON. FABRICA110N AND EFLECIDN OF STRUCTURAL STEEL FOR 5x t Tx ALL APPUG T*45 DEI/REF BUILDINGS'. 2. PROWM 3/4 " CHAMFERS ON All EXPL75ED WRNERS OF 0OM6REtE � CF1 2' -6'a Y -8'x CONT. 4 - 35 EXCEPT I M ABUTING MASHY. 2. OONFIECI10N5. UNLESS OTHERWISE SHOW. ARE STEEL PIPE PANTED BOLTED. WELDS ARE AND SHALL BE BASED ON 3 NCI ASE SLAB THFCFLFESS. AS 6- 15 E70XX EIONG 520105 REQUIRED rOR STEEL DECK DEFL.EClioN. BEAM IEFLECIICN AND 1-2 RESIDUAL BEAM CAMBER. 3. BOLTED CONNECTIONS SHALL BE BEARING -TYPE C"CC10N5 USING - 3 -N 8 /_5 52.0100 3/4 INCH DIAMETER A325 SOLIS ■TH STANDARD 13/16 RICA RENFORCNG STEEL WTER HOLES, UNLESS OTHERNISE DETAILED ON THE STRUCTURAL 1. PROMDED mow CONCRETE COVER FOR REIPF'ORCNG STEEL IN OPAINK ACCORDANCE WITH THE AC1 'BULDW CODE REQUIREMENTS FOR 4. CONNECTIONS Not DETAILED ON THE STRUCTURAL DRAWINGS SHUN BE REINFORCED CONCRETE' (ACII 31x HMI). UNLESS OTIERINSE DESIGNED BY THE STEEL rABRICATOR IN ACCORDANCE MIH THE AM INDICARD. 'MANUAL OF STEEL CONSTRU610N'. SIMPLE :PAN CONNECTIONS 2. Al REINFORCING STEEL SHALL BE SUPPORTED AND SECURED AW6T SHALL BE DESIGNED rCR 1HE REACTIONS INDICATED AT THE BEAM ENDS ON THE rRAWiG PLAK HERE SUCH REACIONS HAVE NOT DISPLACEMENT N ACCORDANCE MIH IHE CONCRETE REI NFORCIM STEEL INSITUIES - MANUAL OF SIAM DARD PRACTICE', BEEN NDICAID. IHE CONNECTIONS SHALL BE DESIGNED TOR ONE -HALF IHE BEAM LOAD CAPACITY AS GIVEN N THE ASC Xm FOR11 LOAD CDNSIMNTS rOR BEAMS LATERALLY SLIPPORIED* TABLES, CONNECTION ANGLES SHALL BE OOUBIE rE9 ANGLES. 5/16 INCH MINM1M THIOctESS. 4. ALL DETAILS OF REINFORCING STEEL FABFVATION AND PLACEMENT SHALL CONFORM 10 ACI 'DETAILS AND DETAIUMC OF CONCRETE REINFORCEMENT- (ACI 315) AND - MANUAL OF EMCINEDW AND S. FABRICATE SIMPLE SPAN BEAMS SO PLACING DRAWINGS FOR RONF'QEED CO MIE STRUCIURES' (ACI THAI AFTER ERECTION ANY MINOR CAMBER DUE 10 ROLU NG OR SHOP - - 315R) UNLESS OTHERWISE NDICAIED. ASSEMBLY SHALL BE UPWARD. 5 ALL REINFORCING STEEL 8END5, HOOKS AND UP SPLICES SHALL S. SEC SECIFON 05420. STRUCTURAL STEED, ARTICLE 3.03 OF THE o,c 3 LLARD DET. COWON 10 AO 'BUIIONC CODE REQUIREWNIS FOR REIN- PRDEC7 MANUAL FOR STRUCTURAL STEEL TESING REQUFiEMENtS. FWM CONCRETE' (AC 318 -69) UNLESS DINERWSE INDICATED. 6CALE, NO SCALE 7. SEE SEC10N D5420. STRUCTURAL SIEL. ARIq.E 203 OF THE PRO.ECI MANUAL FOR STRUCTURAL STEEL SHOP PARING IEOLIIREMENTS• MJ2m8w 1. METAL M OW REFERENCE STANDARD FOR PRE- ENGMEERED BUILDING IS BASED ON THE STAR META. BUILDINM 2. IHE RECISTRAIN MI WR FOR STAR MEIAL BUILDINGS IS N(L 110981L 3. FINAL moo BOLL LAYOUT AND SIEEL FRAIM DETAILING SHALL BE INCLUDED N STAR BUIL.DINC ERECTION DOCLAMENTS. AND SHALL BE SUBMITTED AS SHOP DRAW" 10 THE ARCIRIECI N0. 6 HAIR PIN FROM OUTSIDE OF ANCHOR BOLTS TO 4' CONIC. SLAB OPPOSITE SIDE AND OUTSIDE OF ANCHOR PHASE I ONLY BOLTS V -0' DEEP x PIER WIDTH (TYP) sip PER SCHEDULE PER %KOULE t vi 0 r A 3'. 05FQCTING SECTION SCALES 3/a•_ I'-IV' TOP, ELI 101 E'LE 4 a b M I FODING t PER 71 oo,FOOTING SECTION SGALI: 3/4'• 1' -0' COORDNATON NTH OM TRADES 1. VC GENERAL CON11RACTOR SHALL COORDINATE AND 0}EO( ALL M 5H IMS FIELATNG TO M oC MCTURAL FRNIM MECHANICAL OPEN OM EQUIPMENI, Elt. THE ARCM'EC1 SHALL BE NOVO OF ANY DISCREPANCIES BEFORE PROCEEDING AIN MW N THE AREA UNDER mnON. 2 IHE MECHANICAL CONTRACTOR SMALL NOTFY THE ARCHIW OF ANY MEO+ANICAI UNIT SUPPORT BY THE STRBCURE. NOT S OM ON IRE STRUCTURAL ORAMMM NOSE WEIGHT IS GREAIER IHNN SOD POLINDS 3. 1fE 1ECHANICAI. CONTRACTOR SIMLL VWY 1HA1 AL MECHARCAL UNITS SUPPORTED BY THE STEED FRAMAIC ARE CAPABLE OF SPANNING IFE DISTANCE BEI N THE SLIFM'ONI FRAMING PROVICED FOR BY THE STRUCTURAL DRAWINGS, 1HE MECHANICAL COMIRACTO R SHALL PRO - ME ADOTONAL SUPPORT FRAMING AS REQUIRED. 4 PROM SLIPPORI FRAMING FOR ALL MECHANICAL OPENINGS IN 10" DECK SUPPORED BY STEEL FRAMING INCLUDING AIY NOT SHOW ON 1HE STRUCTURAL WA041S S 1FERE "LL BE NO VERTI6AL OR HMZONTAL SLEEVES SET, OR NOLCS CU1 W DRILLED N ANY ,pS1. OEM OR COLUMN UNLM IT IS SHORN ON THE SRUCURAL DRANN65 OR APPROVED BY P.S.L 6. MECHANICAL OPENINGS INIM" CONCRETE SLABS AND MALLS LARGER 11HAM 8 RICHES N DIAMEYM NOT SHOYN ON 1NE STRUCTURAL DRAW ING& MUST BE APH+Tt0NE0 BY THE ARCHIXCI. ALL CPD04,S a INCHES N DIAlEIR OR LESS SHALL HAVE AT LEAST 4'-0 CLEAR BETWEEN OPENINGS UNLESS APPROVED BY P.S1 DESIGN SOIL CAPACITY: COMPRESSIVE ST401 fl1 2000 LOS PER 50. FT. CONCRETE : COMPRESSIVE STOW SEE CONCK I SCHEDULE REINFORONG SIEEL MELDED MIRE rAFIFIC ASIM A- IN REINFORCING BARS A645. GRADE 60 STRUCTURAL SIEEL STRUCTURAL AM MEUBERS A5ft Fy ■ 46 KSI ALL OTHER MEMBERS A36 CONNECTION BOLTS A325H1 AN04OR BOLTS A30 LIVE LOADS no 14.2 PSF ROOF 20 PSF CONCRETE SOEDULE '' ALL MIxES BASED ON 6 - BAG CDNCFLE 1E 01 FOOT ING /REINFORCING SCPE DUL E 28 DAY Z J comm IE CLASS COMPRESSIVE AR 00141ENT PLACEMENT STRENGTH � MARK A "' 4000 PSI 5x t Tx ALL APPUG T*45 '' ALL MIxES BASED ON 6 - BAG CDNCFLE 1E 01 FOOT ING /REINFORCING SCPE DUL E 6� 04 0 C� W � C) N t0 c� a A &6 -4 z�I� Z ig t 6- , � to � z Na 1 AR 00910006? STATE Or DRAWING: 62,01 r Z J (3. C•) BOTTOM F4E11iOKJK GRADE BEAM REIEORCNG � MARK SIZE LONWTUCIINAL IRANSVERSE HHOFUONIA.S TES /DCMIELS DEI/REF a 6' DIA � CF1 2' -6'a Y -8'x CONT. 4 - 35 N5 AT 16'O:C. 85 0 4NYO.G S24106 - STEEL PIPE PANTED F -1 - 3' -0-x 5'- 0'x2' -8' 5 - p 6- 15 - 3-�1 1- 5 520105 1-2 3' -0'x 3'-C a2' -8' 5 - #5 5- / S - 3 -N 8 /_5 52.0100 1a' DIA - - 0ONCRE It o,c 3 LLARD DET. - - - 6CALE, NO SCALE 6� 04 0 C� W � C) N t0 c� a A &6 -4 z�I� Z ig t 6- , � to � z Na 1 AR 00910006? STATE Or DRAWING: 62,01 r Z J � Q � o a 6� 04 0 C� W � C) N t0 c� a A &6 -4 z�I� Z ig t 6- , � to � z Na 1 AR 00910006? STATE Or DRAWING: 62,01