HomeMy WebLinkAboutS541- SIDEPLATE GENERAL NOTES AND CONSTRUCTION GUIDELINES�
a
N
PROJECT SPECIFIC INFORMATION
PROJEGT NUMBER: 2000]
SUBMITTAL NUMBER'. 5-02
SUBMITTAL DATE: 09202020
PROJECT NAME: MOB IN CARMEL IN
LOCATION: CARMEL, IN
CONNECTIONTVPE SIDEPLATE
NUMBER OF BUILDINGS: 1
APPROX. TOTAL GROSS SQUARE FOOTAGE: qp000
NUMBER OF STORIES: 3
eDATA:
a. THERE MAV BE eDATA AVAILABLE FOR VOl1R PROJECT WHICH IS AVAILABLE FOR DOWNLOAD AT W W W.SIDEPLATE.COM. eDATA MAV
MCLUDE:
• eSTIMATE RLE M EXCEL FORMAT FOR USE IN AFRRMING SIDEPLATE CONNECTION MATERIAL QUANTITIES.
• Component%ML RLE FOR USE IN ASSISTING DETAILING EFFORTS.
b. ESTIMATED NUMBER OF SIDEPLATE JOINTS FOR THIS PROJECT= 60
a ESTIMATED NUMBER OF SIOEPLATE JOINTS FOR THIS PROJECT THAT ARE NOT SUPPORTE� BY eOATA = 0
d. MISCELLAN WUS DETAILS, TYPICALLY DESIGNATED BY M#, ARE NOT SUPPORTED.
INSTRUCTIONS TO STEEL FABRICATOR
1. SIDEPLATE LICENSE FEE
a. THE STEEL FABRICATOR'S BID PRICE FOR PROCUREMENT, FABRICATION AND ERECTION OF STRUCTURAL AND MISCELLANEOUS STEEL
SHALL INCLU�E THE SIDEPLATE LICENSE FEE FOR THE PROJECT. EACH PROSPECTIVE STEEL FABRICATOR WHO BIDS THE PROJECT SHALL
FORMALLY REQUEST THE SIDEPLATE LICENSE FEE BY ACCESSING THE SIDEPLATE W EBSITE (htlpJ/wwwsidepla�e.com).
b. UPON THE SUCCESSFUL STEEL FABRICATOR SIGNING A CONTRACT TO FABRICATE STRUCTURAL STEEL FOR THIS PROJECT, THE STEEL
FABRICATOR SHALL SUBMIT A PURCHASE ORDER (PO) TO SIDEPLATE SYSTEMS, ING FOR THE TOTAL AMOUNT OF THE SIDEPLATE LICENSE
FEE AND SHALL WCLUDE SAID FEE IN ITS RRST CONSTRUCTION DRAW.
c. THE STEEL FABRICATOR SHALL MAKE PAYMENT OF THE SIDEPLATE LICENSE FEE �IRECTLV TO:
SIDEPLATE SVSTEMS, INC.
25909 PALA, SUITE 200
MISSION VIEJO, CA 92691
TEL: 949-238-8900
SUBMITTALS
1. IN ADDITION TO THE REQUIRED SUBMITTALS SPEQFlED BV THE BALANCE OF THE CONTRACT DOCUMENTS, THE FOLLOWING SUBMITTALS SHALL
BE SENT TO SIDEPLATE SYSTEMS, ING ELECTRONICALLV VIA THE STRUCTURAL ENGINEER OF RECORD FOR THEIR REVIEW ANO OISPOSITION:
a. QUALITVCONTROLPROGRAM(RE�UIREDIFNOTAISCCERTIREp)
b. ONE ELECTRONIC COPV OF ALL STRUCTURAL STEEL DRAW INGS THAT EITHER DIRECTLV PERTAINS TO AND/OR AFFECTS THE SHOP
FABRICATION OR FIELO ERECTION OF THE SIDEPLATE STEEL FRAME CONNECTION SVSTEM, INCLUOING THE INITIAL SUBMITTAL ANO ALL
CORRECTED RE-SUBMITTALS OF AFFECTED DRAW W G5. SIDEPLATE SVSTEMS, INC. SHALL BE GIVEN, AS A MINIMUM, THE SAME SPEGFIED
REVIEW TIME (NOT LESS THAN SEVEN BUSMESS DAYS) AS THE ENGWEER OF RECORD.
MEETINGS
1. PREDETAILING MEETING
a. PRIOR TO THE START OF OETAILING OF THE SHOP DRAW INGS, THE FABRICATION CONTRACTOR SHALL FORMALLV REQUEST A PRE-
DETAILMG MEETING FROM SIDEPLATE SVSTEMS, INC. THIS MEETMG IS TVPICALLV A WEBINAR TO DISCUSS BEST PRACTICES FOR THE
DETAILWG OF THE SIDEPLATE CONNECTIONS, AND TO CREATE A PROACTNE FORUM TO ANS W ER ANV QUESTIONS.
2 PRE-FABRICATION MEETING
a. PRIOR TO THE START OF FABRICATION, THE FABRICATION CONTRACTOR SHALL FORMALLV REpUEST A PRE-FABRICATION MEETING FROM
SIDEPL4TE SVSTEMS, ING THIS MEETING IS TVPICALLV A W EBINAR TO DISCUSS BEST PRACTICES FOR THE FABRICATION OF THE SIDEPLATE
CONNECTIONS, AND TO CREATE A PROACTNE FORUM TO ANSW ER ANV QUESTIONS.
3. PRE-ERECTION MEETING
a. PRIOR TO THE START OF STEEL ERECTION, THE ERECTION CONTRACTOR SHALL FORMALLV REQUEST A PRE-ERECTION MEETING FROM
SIDEPLATE SVSTEMS, ING THIS MEETING IS TVPICALLY A W EBINAR TO DISCU55 BEST PRACTICES FOR FIELD ERECTION OF THE SIDEPLATE
BEAMS AND W W MNS, AND TO CREATE A PROACTIVE FORUM TO ANSWER ANV pUESTI0N5.
GENERAL
1. THEGOVERNINGCOOESSHALLCONSISTOFANSIIAWSD1.b2010(AWSD1.1),AISCCODEOFSTANDARDPRACTICEFORSTEELBUIL�INGSAND
BRI�GES (APRIL 14, 2010), 2009 RCSC SPEGFICATIONS FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS, AND ALL APPLICABLE BUILDING
AND JURISDICTIONAL CODES AND PROJECT STANDARDS SPEQRED IN THE PROJECT SPEQRCATION STRUCTURAL STEEL SECTION. WHERE THE
REpUIREMENTS DIFFER BETWEEN SIDEPLATE CONNECTION NOTES, THE GENERAL STRUCTURAL NOTES, AND THE GOVERNING CODES. THE
MORE STRINGENT SECTION CRITERIA SHALL CONTROL.
2 ALPHA AND Nl1MERIC DESIGNATORS (X) &(k} USED HEREIN TO SIMPLIFV THE IDENTIFICATION OF PLATES, ANGLES, ANO WELDS ARE DEFINED
BELOW:
(A� SIDE PLATE FOR UNIAXIAL CONNECTIONS
(B} BEAM FLANGE COVER PLATE, AS REQUIRED
(C) VERTICAL SHEAR PLATE OR FLAT BAR, AS REQUIRED
(0) HORIZONTAL SHEAR PLATE OR FLAT BAR, AS REQUIREO
E VERTICAL ANGLE WELDED TO THE VERTICAL SHEAR PLATE C AS REQUIRED
I I { }.
�F} VERTICAL SHEAR ELEMENT (VSE) W HICH CONSISTS OF PLATE �C} AND ANGLE {E} MATERIAL, AS REOUIRED
(G� LONGITUDINAL ANGLE WELDED TO THE OUTSIDE FACE OF SIDE PLATE {A}, AS REQUIRED
(H) LONGITUDINAL ANGLE WELDEO TO THE BOTTOM BEAM FLANGE (OR TOP BEAM FLANGE AS REQUIRED)
(T} HORIZONTAL PLATE WELDED TO THE OUTSIDE FACE OF SIDE PLATE {A}, AS REQUIRED
(1) FILLET W ELD CONNECTING SIDE PLATE (A) TO HORIZONTAL SHEAR PLATE (D} OR COLUMN
(2} FILLET (AND/OR FLARE BEVEL) W ELO CONNECTING WSIDE FACE OF SIDE PLATE {A) TO COLUMN
�3} FILLETWELDCONNECTINGHORIZONTALSHEARPLATE{D}TOCOWMN,ASREQUIRED
(4) FILLET W ELD TO CONSTRUCT VSE {F} AND TO CONNECT IT TO THE WEB OF THE BEAM, AS REQUIRED
(5} FlLLET (AND/OR PJP) WELD CONNECTING BEAM FLANGE TIPS TO COVER PLATE {B} AND/OR LONGITUDINAL ANGLE {H), AS REOUIRED
(Sa} FlLLET W ELD CONNECTING OUTSIDE FACE OF BEAM RANGE TO COVER PLATE {B} AND/OR LONGITUDINAL ANGLE {Hj, AS REQUIRED
(Sb} FILLET W ELD CONNECTING COVER PLATE {B} E�GE TO TOP FACE OF BEAM FLANGE, ACROSS ITS W IDTH
({Sp}) PJP WELD CONNECTING ANGLE {H} TO BEVELED BEAM FLANGE
(8} FlLLET (AND/OR PJP) WELD CONNECTING LONGITUDINAL ANGLE (G) (AND/OR PLATE (f}) TO SIDE PLATE {AJ, AS RE�UIRED
(�8p�) PJP WELD CONNECTING PLATE {T} TO SI�E PLATE {A} ANDIOR CONNECTWG BUILT UP ANGLE {H} PLATES TOGETHER, AS REQUIRED
(9} FILLETWELDCONNECTINGSIDEPLATE(A}TOCOLUMNFACE,WRAPPEDAROUNDTHREESI�ESOFSIDEPLATE(A}
(10} FILLETWELDTOCONSTRUCTSIDEPLATESLOTTEDIMERLOCKASSEMBLV
(10p) PJP WELD TO CONSTRUCT SIOE PLATE SLOTTED INTERLOCK ASSEMBLV
(10r} REMFORCING FlLLET WELD TO CONSTRUCT SIDE PLATE SLOTTED INTERLOCK ASSEMBLV
3. ALPHA DESIGNATORS. USED HEREIN TO SIMPLIFV THE IDENTIFICATION OF DIMENSIONS OF THE SIDEPLATE CONNECTIONS. ARE DEFME� BELOW:
GAP PHVSICAL SEPARATION BETWEEN THE END OF THE MOMENT FRAME BEAM ANO THE AOJOINING FACE OF THE COLUMN FLANGE
A EXTENSION OF SIDE PLATE {A7 FROM THE FACE OF THE COLUMN
B DEPTH OF SIDE PLATE �A)
C LENGTH OF COVER PLATE {B} AND/OR LONGITUDINAL ANGLE {H}
D LENGTH OF SLOT FROM THE TOE OF THE RADIUS IN THE COVER PLATE {B}, AS REQUIRED
E EDGE DISTANCE OF BOLT HOLES IN COVER PLATE �B), AS REpUIRED
G GAGE DISTANCE TO CEMERLWE OF BOLT HOLES IN ANGLES lG} AND lH}, AND PLATE {TJ, AS REQUIRED
H ADDED DIMENSION TO COLUMN FLANGE W IDTH TO DEFINE TOTAL COVER PLATE (B� W IDTH
J DISTANCE FROM ENO OF THE BEAM TO CENTERLINE OF VERTICAL BOLT HOLES IN VSE {F), AS REpUIRED
R
RADIUS OF SLOT DIMENSION IN COVER PLATE {B}
RELEA5E0 FOR CONSTRIICTI�N o`T "°`ES
\NGE W IDTH FOR ALLOWABLE SPREAD OF SIDE PLATES (A�
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
"v�:���\i 1�.rvalMa=� .
DATE: O$�Z4�2O
MATERIAL
1. PLATE FLAT BAR AN� ANGLE MATERIAL
a. ALL PLATE MATERIAL SHALL HAVE A MINIMUM VIELD STRENGTH (Fy) OF 50 KSI.
b. ANGLE AND BAR MATERIAL SHALL HAVE A HIGH STRENGTH STEEL SPEqFICATION AND SHALL HAVE A MINIMUM VIELD STRENGTH (Fv) OF 50
KSI.
2. HIGH STRENGTH BOLTSIFASTENERS:
a. BOLTS SHALL BE TVPE 1 OR TVPE 3 AND SHALL BE A490-X HEAVV HEX, F2280 TWIST-OFF-TVPE TENSION-CONTROL BOLT ASSEMBLIES, OR
F3148 RXED SPLME BOLT ASSEMBLIES. THE BOLT HEAD SHALL BE DISTINCTNELV MARKED W ITH A MINIMUM MARKING OF A490, A490TQ OR
144 RESPECTIVELV. AN ALTERNATNE OESIGN THAT MEETS THE REQUIREMENTS OF RCSC SECTION 2.8 MAV BE USED, W ITH THE W RITTEN
APPROVAL FROM SI�EPLATE SVSTEMS, INC.
b. FOR eOLTS UP TO 7 7/41NCH DIAMETER WASHERS SHALL BE ORDINARV THICKNESS AND ASTM F436 TYPE 1 OR TVPE 3. 1 V21NCH DIAMETER
BOLTS SHALL REQUIRE 5/i6 WCH THICK WASHER.
c. NUTS SHALL BE ASTM A563 GRADE �H OR DH3.
tl. THE BOLT ASSEMBLV SHALL BE COVERED IN A LIGHT PROTECTNE OIL F2280 AND F3148 ASSEMBLIES SHALL ONLV BE LUBRICATED BV THE
SUPPLIER.
e. THEMILLTESTREPORT(MTR)MUSTHAVEDOCUMENTEDLOTTRACEABILITV,STATEMENTOFDIMENSIONALRESULTS,FULLCHEMICALAND
MECHANICAL TEST RESULTS TO THE SPECIFICATIONS ABOVE.
f. THE USE OF FINGER SHIMS ARE ACCEPTABLE PER BOLTING SECTION 8.
3. ROLLED SHAPES:
a. ALL ROLLED SHAPES USED FOR COLUMNS AND BEAMS IN CONSTRUCTING SIDEPLATE MOMENT FRAMES SHALL BE ASTM A992 GRADE 50
UNO.
4. HSS TUBE SHAPES:
a. ALL HSS SHAPES USEO FOR COWMNS AND BEAMS IN CONSTRUCTING SIDEPLATE MOMENT FRAMES SHALL, AS A MINIMUM, BE ASTM A500
GRA�E B OR GRADE C OR ASTM1085.
PREPARATION
1. THE STEEL FABRICATION AND ERECTION SUBCONTRACTORS SHALL EMPLOV A DISTORTION CONTROL PROGRAM PRIOR TO THE START OF
SIDEPLATE MOMENT FRAME FABRICATION. THE DISTORTION CONTROL PROGRAM SHALL BE IN ACCORDANCE W ITH THE PROVISIONS OF AWS
D1.1 SECTION 5.21 AND 5.22 TO ENSURE THAT THE FOLLOW ING ARE MAINTAINE�:
• DIMENSIONALACCURACV
• FRAMING AND ALIGNMENT TOLERANCES
• COMPLIANCE WITH AISC COOE OF STAN�ARO PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION ].q ERECTION PROVISIONS
• CONTROL OF DISTORTION AND WELD SHRINKAGE
WELDING
1. WELDER QUALIFICATION: THE PERFORMANCE OF ALL WELDERS, WELDING OPERATORS AND TACK WELDERS SHALL BE QUALIFIED IN
CONFORMANCE W ITH AWS D1.1. SECTION 4, PART C TO DEMONSTRATE ABILITY TO PRODUCE SOUND WELDS.
BOLTING
1. BOLTSIFASTENERS SHALL BE INSTALLED TO PRETENSIONED CONDITION USING ONE OF THE METHODS PRESCRBED HERE: TURN-OF-NUT (A490�,
CALIBRATEO W RENCH (A490), TW IST-OFF-TVPE TENSION-CONTROL BOLT (F2280), OR TORQUE AND ANGLE METHOD(F3148).
2. FORALLPRETENSIONINGMETHOOOLOGIES,ALLFASTENERASSEMBLIESWITHINTHEJOINTSHALLFIRSTBEBROUGHTTOASNUGTIGHT
CONDITION, FOLLOW ED BV A SYSTEMATIC PRETENSIONING PROCESS. PRETENSION WG SHALL BEGIN AT THE MOST RIGID PART OF THE JOINT
AND CONTINUE IN A MANNER THAT W ILL MINIM2E THE RELAXATION OF PREVIOUSLV PRETENSIONED FASTENERS, UNTIL THE CONNECTED PLIES
ARE IN AS FIRM CONTACT AS POSSBLE.
3. REl15E OF A490, F2280, AND F3148 BOLT ASSEMBLIES SHALL NOT BE ALLOWED. TOUCHING UP OR RE-TIGHTENING BOLTS THAT MAY HAVE BEEN
LOOSENED BV THE INSTALLATION OF ADJACENT BOLTS SHALL NOT BE CONSIDERED TO BE A REUSE.
4. ALLBOLTHOLESSHALLBEALIGNE�TOPERMITINSERTIONOFTHEBOLTSWITHOUTUNWEDAMAGETOTHETHREADS.
5. THE BOLT LENGTH USEO SHALL BE SUCH THAT THE BOLT THRFAD EXTENOS BEVOND OR IS AT LEAST FW SH WITH THE Ol1TER FACE OF THE Nl1T
WHEN PROPERLV INSTALLED.
6. FASTENER COMPONENTS SHALL BE PROTECTED FROM DIRT AND MOISTURE IN CLOSED CONTAMERS AT THE SITE OF INSTALLATION.
]. F228� OR F3148 ASSEMBLIES AND ALTERNATNE DESIGN FASTENERS THAT MEET THE SPECIFIED REQUIREMENTS PREVIOUSLV MENTIONED
SHALL NOT BE RE-LUBRICATED, EXCEPT BY THE MANUFACTURER.
8. FlNGERSHIMSMAVBEUSEDUPT01/4WCHWITHOUTRESTRICTION,SHIMREQUIREMENTSGREATERTHAN1I41NCHSHALLBESUBMITTEDTO
SIDEPLATE SVSTEMS INC FOR APPROVAL PRIOR TO USE.
9. WASHERS SHALL BE ASTM F436 ANO SHALL BE USED UNDER THE NUT OF THE FASTENER ASSEMBLV (AND BOLT HEAD AS REQUIRED) SO AS TO
PROVIDE A HARDENED NON-GALLING SURFACE OF THE TURNED ELEMENT. WHEN USING THE TURN-0FNUT OR CALIBRATED WRENCH METHOD,
THE TURNEO ELEMENT MUST BE THE SAME AS WAS USEO WHEN PERFORMING PREINSTALLATION VERIFICATION TESTING.
OUALITY CONTROL
1. THE FABRICATOR AND ERECTOR SHALL BE RESPONSIBLE FOR QUALITV CONTROL BV PROVIDING, AS A MINIMUM, IN-PROCESS VISUAL
INSPECTION OF ALL FABRICATION AND ERECTION ACTIVITIES TO ENSURE THAT MATERIALS AND WORKMANSHIP MEET THE REQUIREMENTS OF
THE CONTRACT DOCUMENTS, AND SHALL INCWDE WORK PERFORMED PRIOR TO ASSEMBLY. SUCH WORK SHALL INCLUDE, BUT NOT BE LIMITED
T0, VERIFYMG THAT EFFECTIVE PROCEDURES AND METHODS HAVE BEEN EMPLOYED IN THE FORM OF A DISTORTION CONTROL PROGRAM TO
ACCOUNT FOR AND COUNTERACT THE EFFECTS OF W EL� SHRINKAGE, EXISTING BEAM SW EEP AND CAMBER, AND CHANGES IN MOMEM FRAME
GEOMETRY DUE TO SKEWED AND CURVED DESIGN CONFIGURATIONS (AS OCCURS), TO ENSURE COMPLIANCE WITH SPEQFlE� ERECTION AND
ALIGNMENT TOLERANCES. aC INSPECTION SHALL INCLUDE HOLD POINTS FOR THE FOLLOWING:
a. COLUMNTREEASSEMBLV
7. VERIRCATIONTHATACTUALCOLUMNFLANGEWIDTHISATLEASTNOMINALCOLUMNRANGEWIDTHWHERETHESIDEPLATESIA}ARE
TO BE INSTALLED. IN THE UNLIKELY EVENT ACTUAL CO W MN FLANGE W IDTH IS LE55 THAN NOMINAL, BUT W ITHIN AISC STANDAR� MILL
TOLERANCES (3li6INCH MAX), CONTACT SIDEPLATE SVSTEMS. INC FOR APPROPRIATE RECOMMENDATIONS.
2. MINIMl1MCLEARDIMENSIONSHALLBEVEPoREDAFTERPLACEMENTOFWELD{2},CWLINGOFWELD{2},ANDREMOVALOFTEMPOR4RV
SHOP CONSTRUCTION AID(S�. VERIFY THATA MINIMUM ACTUAL COWMN FLANGE WIDTH DIMENSION OCCURS ANVW HERE IN BENVEEN
THE SIOE PLATES {A} FROM TOP TO BOTTOM. THE SI�E PLATES SHALL BE PARALLEL TO ONE ANOTHER. IN NO CASE SHALL THEV BE LE55
THAN THE ACTUAL COLUMN FLANGE WIDTH.
3. MAXIMUMSPREADDIMENSIONOFSIDEPLATE{A7SHALLNOTEXCEEDACTUALCOLUMNFLANGEWIDTHPWSTHESCHEDULEDSPREAD
DIMENSION V. THE FIELD CONSTRl1CTION AID SHALL 8E PLACE� AND HOLD THE SIOE PL4TE5 IN THIS FLARED CONDITION 11NTIL THE
BEAM HAS eEEN SAFELV ERECTED. IN NO CASE SHALL THE SPREAD CAUSE PERMANENT DEFORMATION IN THE SIDE PLATES.
4. VERIFlCATION OF BOLT HOLE ELEVATION AND SPACING FOR POSITION OF SIDE PLATE (A) AND PROPER POSITION AND ELEVATION OF
ANGLES{G7.
b. BEAM ASSEMBLV
1. VERIFlCATIONOFPERPENDICULARALIGNMENTBETVJEENTHETOPCOVERPLATE B ANDBOTTOMANGLES H TOTHEWEBOFTHE
ll (1
BEAM, TO MINIMIZE, IF NOT ELIMINATE, ANY MISALIGNMENT OF BOLT HOLES DUE TO BEAM RANGE TILT W HEN THE BEAM HAS BEEN
LOWERE� INTO PLACE.
2. VERIFICATION OF BOLT HOLE SPACING AN� POSITION ON COVER PLATE (6) AND ANGLES {H). CONSIDERATION SHALL BE GNEN TO THE
CUPPING EFFECT OF THE TOP COVER PLATE {B}, DUE TO WELD SHRINKAGE.
3. VERIFlCATION OF THE DISTANCE BETWEEN EXTERIOR ANGLE {H) FACES AND THEIR RESPECTNE BOLT HOLE PLACEMENT TO EACH
OTHER (VERTICALLV AND HORIZONTALLV).
4. VERIFlCATION THAT IN NO CASE SHALL THE OUTSIDE FACE OF VSE {F} EXTEND BEYOND THE OUTSIDE FACES OF THE LONGITUDINAL
ANGLES(H}.
5. VERIFICATION THAT VERTICAL PLACEMENT OF VSE �F) IS IN THE CORRECT LOCATION.
2 FlLLETWELDFIT-l1PTOLER4NCE5:
a. THE PARTS TO BE JOWED BV FlLLET W EL�S SHALL BE BROUGHT INTO AS CLOSE CONTACT AS PRACTICABLE. USING AS NECESSARV
SUITABLE CLAMPING MEANS. THE ROOT OPENWG (LE, THE FlT-UP GAP) SHALL NOT EXCEED 1/41NCH. FOR FlLLET W ELD ROOT GAPS
GREATER THAN 1I161NCH, THE LEG SIZE Q.E., THE SPECIFIEO SIZE) OF FlLLET WELD SHALL BE INCREASED BV THE AMOUNT OF THE ROOT
OPENING.
3. THERMALCUTTING:
a. THE ROUGHNESS OF ALL THERMALCUT SURFACES SHALL BE NO GREATER THAN AN ANSI SURFACE ROUGHNESS VAW E OF 1000 MICRO-
MCHES. ROUGHNESS E%CEEDING THIS VALUE AND NOTCHES OR GOUGES NOT MORE THAN 3/16 1NCH DEEP SHALL BE REMOVED BV
MACHINING OR GRINDING. NOTCHES OR GOUGES IN THE THERMALLV CUT EDGES DEEPER THAN 31i6 INCH SHALL BE REPAIRE� PER AW S.
4. TENSION CALIBRATION FOR PRE-WSTALLATION'.
a. TENSION CALIBRATION SHALL BE USED TO CONFIRM THE SUITABILITV OF THE COMPLETE FASTENER ASSEMBLV, AND THE PROCEDURE TO
BE USED BY THE BOLTING CRE W.
QUALITV ASSURANCE
IN ADDITION TO ALL OTHER QUALITV ASSURANCE INSPECTION ACTNITIES, THE OWNER'S VERIFICATION INSPECTOR SHALL BE RESPONSBLE FOR:
i. we�oiNc:
a. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE W ELDING PROCESS, THE USE OF HAND HELD CALIBRATED AMP AND VOLT
METERS SHALL BE USED. THIS EQUIPMENT SHALL BE USED BV THE FABRICATOR AND THE INSPECTOR. AMPERAGE AND VOLTAGE SHALL BE
MEASUREO NEAR THE ARC. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIE� TO BE IN COMPLIANCE W ITH THE APPROVED
W PS.
b. VISUAL INSPECTION SHALL BE PERFORMED ON ALL SHOP WELDS.
c. EACHWELDEREMPLOVEDONTHEPROJECTSHALWNDERSTANOALLTHEREpUIREMENTSOFTHEWEL0INGPROCEDURE
SPECIRCATION(5) BEFORE WEL�ING ON THE PROJECT-
tl. AS-BUILT BEAM TO COLUMN GAP PER CONNECTION SCHEDULE IS ALLOWED TO BE INSTALLED W ITH A TOLERANCE OF PLUS OR MINUS il2
INCH.
2. FAVING SURFACES:
a. THE SURFACES ADJACENT TO THE BOLT HEAD AND NUT SHALL BE FREE OF DIRT AND OTHER FOREIGN MATERIAL OTHER THAN THE
SPEQRED COATINGS.
b. FAVING SURFACES ARE PERMITTED TO BE UNCOATED AND COATED W ITH ANY COATINGS OF ANY FORMULATION OR GALVANRATION.
c. AFTERTHECONNECTIONSHAVEBEENASSEMBLED,VISUALLVENSURETHATTHEPLIESOFTHECONNECTEDELEMENTSHAVEBEEN
BROUGHT INTO AS CLOSE OF CONTACT AS PRACTICABLE WITH ONE ANOTHER. GAPS UP TO VB INCH BETVJEEN THE SURFACES SHALL BE
ALLOWED. GAPS GREATER THAN 1/S INCH UP TO 1/4 MCH SHALL HAVE FINGER SHIMS INSTALLED BEFORE PRETENSIONING. FOR GAPS
GREATER THAN 1/4INCH, CONTACT SIDEPLATE SVSTEMS, INC.
HOT DIPPED GALVANIZING
1. SIDEPLATECONNECTIONSREQUIRINGTHISTVPEOFFINISHSHALLFOLLOWTHESAMECONSTRUCTIONSEpUENCINGASPREVI0U5LVOUTLINED
W ITH THE FOLLOW ING MODIFICATIONS:
a. HORIZONTAL SHEAR PLATES {p} SHALL HAVE AN INCREASED CLIP SRE WHICH SHALL BE 1 5/8 WCH BV 1 98 WCH TO PROVIDE ADEQUATE
VENTILATION AND DRAINAGE. CONTACT SIDEPLATE SVSTEMS, INC. IN THE EVENT THAT THE GALVANIZING CONTRACTOR SPECIFICATIONS
RE�UIRE A LARGER OPENING THAN THAT SPECIFIED HEREIN.
b. SEAL W ELDING SHALL BE ALLOW ED ON THE PLATES {B� AND ANGLES.
c. ANV DEVIATIONS TO THESE MODIRCATIONS SHALL BE COOR�INATE� W ITH SIDEPLATE SVSTEMS, MQ AND THE SEOR.
2. IF CONTRACTOR ELECTS TO USE A490 BOLTS AND THE PROJECT SPEGFlCATIONS REQUIRE GALVANI7ATION, ADDITIONAL REQUIREMENTS SHALL
BE APPLIEO TO THE A490 MATERIAL A490 BOLTS SHALL NOT BE HOT OIP GALVANIZED. FOR ASTM A490 BOLTS, THE PROPER CORROSION
PROTECTION SHALL BE A ZINCIAWMINUM INORGANIC COATING THAT IS IN CONFORMANCE W ITH ASTM F1136 GRADE 3. EXAMPLES OF SUCH
COATWGS, BUT NOT ENDORSED HEREIN, ARE MAGNI� 556 AND GEOMETOO 321, OR DACROMET�.
3. STANDAR� ASTM A490 BOLTS WITH ADDITIONAL PROCESS FOR COATINGS SHALL RWUIRE EVIDENCE OF COMPLIANCE (CERTIFlCATION, LETTER,
OR SIMILAR) FROM THE APPLICATOR.
m .
mv
� 'o
e m
�a
�o
Uaom
0�;°'9
z�a�
� a � n
� ` e o
� E N =
� o -
w T
aa
�a°in�
a � o
Qam
��m�
J E e �
m �
r �ryp
z c
dry
`om
E�
Omr�
¢�
a�
O
r
E � h
d c
d o
c �°
m o
E �
`o 0
c°�
�v-
Ec-
'oE°t'
� � `o
y�
°�n' v E
NNO
O1 w o
a�o
E'� °i
=`o�
yrv�
mE�
daE
aa
y 3
00
OO-
mv
Ua
CORNERSTONE
�
■■
lrmcau
�■ STRUCTUREPOINT
inc
�
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
\U��11u111111/lll��
.�•�OpktT. T Mq,q'',•,�.
,.�p�SiPqFt�' .
iP O. '
= ? PE11300135 �: -
� y�� STATEOG :� Q �
.,.:N ANP.���tp`�.
.�' �SS/o �No``O
i �
n �
�
i �
5202020
�
COVERING SIDEPLATE
CONNECTION DESIGNS
CERTIFIED BY
ISSUANCEINDEX
DATE:
05.222020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
SIDEPLATE GENERAL
NOTES AND
CONSTRUCTION
GUIDELINES
S541
Prqect Number 2019.00780