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Home My WebLink AboutS542- SIDEPLATE GENERAL NOTES AND CONSTRUCTION GUIDELINESa FIREPROOFING 1. W HEN REQUIRED BV THE GOVERNING CO�E FOR CERTAIN TVPES OF CONSTRUCTION SIOEPLATE CONNECTIONS SHALL HAVE A FIRE RESISTANCE RATING LIKE THAT OF A STEEV'STRUCTUR4L FRAME". 2. THE MINIMUM THICKNESS OF SPRAV-APPLIED FIRE-RESISTIVE MATERIAL (SFRM) FOR STEEL SIDEPLATE CONNECTIONS PLATES THAT ARE NOT ENCASED IN CONCRETE, SHALL BE DETERMMED JUST LIKE THAT OF A PIPE/TUBE COLUMN SECTION W ITH A CONSTANT STEEL WALL THICKNESS USING THE THICKNESS OF SIDE PLATE {A} FOR EACH SIDEPLATE WNNECTION ID PER THE SIDEPLATE CONNECTION SCHE�ULE, WHICH ARE UNIFORMLV HEATED AND PROTECTED (THE FlRE EXPOSURE OF A PIPE/TUBE COLUMN IS DIRECTLV ANALOGOUS TO A PLATE W ITH A 1-SIDED FlRE EXPOSURE AND PROTECTION). THE SFRM SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119 AND LISTED FOR RRE RESISTIVE PIPEITUBE CO W MN APPLICATIONS FOR NO LE55 THAN THE REQl11RED RATEO TIME. 3. W HEN NO VSE OPTION IS SPECIFIED, PROVIDE A CLOSURE PLATE, AS NEEDE�, FOR SFRM MATERIAL TO MORE EASILV ADHERE T0. ATTACH CLOSURE PLATE TO THE INSI�E OR OUTSIDE FACE OF THE SI�E PLATE {Aj WITHIN THE MIDDLE HALF OF THE SIDE PLATE {A} HEIGHT. DO NOT ATTACH CLOSURE PLATE TO THE BEAM FLANGES OR W E6. 4. W HEN VERTICAL SHEAR ELEMENT {F} IS USED, THE CONTRACTOR SHALL PROVIDE THE MEANS, TVPICALLV DONE WITH A LAVERING TECHNIQUE, FOR FIREPROOFMG ACROSS THE BOTTOM OF THE GAP. 5. SEE GRAPHIC NUMBER 10 W FlELD ERECTION OF THE SIDEPLATE BOLTED SYSTEM FOR FlREPRWFlNG ACROSS THE BOTTOM OF THE GAP. CONSTRUCTION GUIDELINES 1. THE CONTRACTOR SHALL ASSUME FULL AND COMPLETE RESPONSIBILITV FOR THE MEANS AND METHODS OF CONSTRUCTING THE STEEL FRAME USING THE SIDEPLATE BOLTED SVSTEM. CONSTRUCTION MEANS AND METHODS SHALL BE COMPLIANT WITH THE CURRENT PROVISIONS OF AWS D1.1, THE AISC 360 CODE OF STANDARD PRACTICE, THE RCSC HIGH-STRENGTH BOLTING SPEqFICATIONS, AND THE CONSTRUCTION GUIDELMES PROVIDED HEREIN AND SHALL INCLUDE, BUT ARE NOT LIMITED TO: a. DIMENSIONALVERIFICATIONANDCONTROL b. FABRICATION AND ERECTION PROCEDURES QNCLUDING METHODS FOR CONTROLLWG DISTORTION DUE TO W EL� SHRINKAGE, AN� FOR CONTROLLWG COMBWED MILL, FABRICATION AND ERECTION TOLERANCES) a CONSTRUCTIONAIDSSUCHASERECTIONRIGGINGANDSHORING d. PROPERBOLTHOLEALIGNMENT e. PROPER PRETENSIONING OF BOLTS 2. THE SEQUENCE OF CONSTRUCTION OPTIONS PROVIDED BELOW IN THESE CONSTRUCTION GUIDELMES HAVE PROVEN TO BE SUCCESSFUL BV STEEI FABRICATORS AND ERECTORS TO COST EFFICIENTIV CONSTRUCT THE BOLTED SIDEPLATE CONNECTION SVSTEM. VARIATIONS TO THESE CONSTRl1CTION SE�l1ENCE OPTIONS PROVIDED BELOW SHALL BE SUBMITTED FOR REVIEW AND DISPOSITION TO SIDEPLATE SVSTEMS, INC. 3. A PREFABRICATION COORDINATION MEETING WITH ASI�EPLATE SVSTEMS, INC. REPRESENTATNE IS REQUIRED FORALL PROJECTS. THE PRE FABRICATION COORDINATION MEETING IS INTENDEDTO SHARE BEST PR4CTICESAN� COMMON MISTAKES TO AVOID. � ; i FROM ELEVATION PLAN VIEW GRAPHIC NO. 1- COLUMN TREE ASSEMBLY PREPAR4TION FOR WELD 127 PLAN VIEW TEMPORARV CONSTRUCTION AID AT INSIDE OF SIDE PLATES (A7 SUCH AS ANGLE, PIPE, WOOq ETC. (NOTE: THESE AIDS CAN ALSO BE LONGER AND WELDED TO THE EDGE OF THE SIOE PLATES) 0 a w rc a m � x � � � IFMILLROLLGAP<1/i6",PERFORM K FILLET WELD {2) AS SCHEDULED. � � IF MILL ROLL GAP > 1/i6", RUN AN INITIAL � PASS TO RLL GAP. THEN PERFORM �� FlLLETWELD{2jASSCHEDULED. _ — — — —�_� SHOP FABRICATION OF THE SIOEPLATE BOLTED SVSTEM 1. WATCHOURSIDEPLATECOLUMNASSEMBLYVIDEOAT https://portal.sideplate.com/account/loqin FRONT ELEVATION 1 LOW ER BEAM ASSEMBLV INTO PLACE GRAPHIC NO. ]- GOMPLETED SIOEPLATE BOLTEO CONNECTION — — — — — — — — — �` — — — — — — — — a� �i — — — — — — � i — — — — — — — / Q Q Q—Q GAP MAV OCCIIR: GAPS 11P TO 1/4" SHALL BE ALLOWED �i� — � w� L I W — � Y ANGLE {G} \ SIDE PLATE {A} PLATE{DJ (AS APPLICABLE) PLACE ONE PATENT STICKER ON - OUTSIDE FACE OF COLUMN FLANGE BETNEEN SIDE PLATES {A} W ELD {2} SIOE PLATE {A} ERECTION AI� AKA BOTTOM DOG GRAPHIC N0.3 -COMPLETED SIDEPLATE BOLTED COLUMN TREE ASSEMBLY IHORIZONTALLEGS; BE PERPENDICULAR I TO BEAM W EB I I I� — i��J w Y � ASAPPLICABLE, EXTERIOR FACE OF VSE {FJ SHALL BE RUSH W ITH OR 111fi" RECESSEDFROM EXTERIOR FACE OF ANGLE {H}. IN NO GASE SHALL VSE {F} EXTEND BEYOND EXTERIOR FAGE OF ANGLE {H}. TOP FACE OF� ANGLE (H} ANGLE {H) APPLV REQUIRED FlLLET W ELD {Sj TO BEAM FLANGE TIP AND BUILD UP THE SECTION OF THE CORNEROFTHEANGLE THAT IS CURVED AWAY ROTATE BEAM ASSEMBLV SUCH THAT THE FLANGE I I IS PERPENOICULAR TO �� u U� ANGLE �H} THE GROUND i �J— BEAM FLANGE Fownw aeaoa�eo spcces*eo �aN�E A�ERA�E�,�� N��EE�, COWMNbf-1/4"(SEETABLE) *niurvess oveRaurvs vwca,n RELEA5E0 FOR CONSTRIICTI�N ' "" ° ",� `°`°"'"°'N?° z va�-cne wwmrvno-v Su6ject �o compliance with all regula�ions ofS�a�eantlLocalCodes '�MENT GRAPHICNO.S-ROTATEBEAMASSEMBLYTOFAqLITATE WELD 157 MATERIAL AT MINIMAL EDGE DISTANGE City of Carmel "v�:��\i 1�.rvalMa=� . DATE: O$�Z4�2O VIEW FROM BELOW CONNECTION GR4PHIC NO. 8- CONDITION PRIOR TO TIGHTENING BOLTS '��# � � �'� �� :� � �._�� . -� � . � 5f GRAPHIC N0.9 -TYPICAL GAP CLOSURE AT THE TOP OF THE GAP 2. WATCH OUR SIDEPLATE BEAM ASSEMBLV VIDEO AT https://portal.sideplate.com/account/loqin FIELD ERECTION OF SIDEPLATE BOLTED SYSTEM 3. WATCH OUR SIDEPLATE FlEL� ERECTION VIDEO AT https://portal.sideplate.com/account/loqin CORNERSTONE � ■■ �Fmcau �■ STRUCTUREPOINT inc � CARMEL MEDICAL ARTS PAVILION 12174 N. Meridian Street Carmel, Indiana 46032 \U��11u111111/lll�� .�•�OpktT. T Mq,q'',•,�. ,.�p�SiPqFt�' . `` i P O . ' = ? PE11300135 �: - � y�� STATEOG ;� Q � .,.:N ANP.��tp`�: .�' �SS/o �No``O � lll 11 " $.2�2�20 COVERING SIDEPLATE CONNECTION DESIGNS CERTIFIED BY ISSUANCEINDEX DATE: 05.222020 PROJECT PHASE: CONSTRUCTION DOCUMENTS SIDEPLATE GENERAL NOTES AND CONSTRUCTION GUIDELINES S542 ___ � COWMNFLANGE GRAPHIC NO. 6- FIELD ERECTION OF SIDEPLATE BEAM ASSEMBLV ARAPHIC N0.2 � MILL ROLL INDUCED GAP SECTION VIEW Prqect Number 2019.00780