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<br /> �QKSI CONTINUITY PLATE �P �P NOTES:
<br /> � 1 " MIN 1� CJP �NELD AT TOP AND BOTTOM FLANGES. AT TOP F11�NGE, EITHER (1) REMOVE '
<br /> ALIGN CONTINUITY PLATE �� I�J E L D F 3 A C K I N G, B A C K G O U G E, A N D A D D 5/1 6" M I N I M U M F I L L E T W E L D, O R (2) L E A V E N O T E S.
<br /> W/ BEAM FLANGE � � �.,,� BACKING IN PLACE AND ADD 5/10" MINIMUM FILLET WELD. AT BOTTOM FLANGE, 1 . BEVEL AS RFQUIRED BY A SELECTED AWS �
<br /> � / � �'��..�� � REMOVE WE�D BACKING, BACKGOUGE, AND ADD 5/16" MINIMUM FII_LET WEI_D, WELD: 2 PREQUALIFIED CJP GROOVE WELDED JOINT
<br /> or ��� � �/�--� � �` � QC/QA CATEGORY AH/T, SEE 5/S4Q8 AND 10/S4Q8. �"� DETAIL.
<br /> � /` j �� � T � °-- `�.. � 1'"1 �� tbf
<br /> I �- -�'' � _-_=___- - I BEAM `` ��_ �.,, � � � �2 WELD ACCESS HOLE, SEE DETAIL 4/S408. 3 2. LARGER OF tbf OR 1/2" (PLUS 1/2 tbf , OR
<br /> - ' ( r/ �`------__. __� �_ � 7�� � MINUS 1/4 tbT ). .
<br /> MIN k, co�-�j �/. MIN 1/2" RADIUS � >> � i ,, � �3 CJP GROOVE WELD FULL LENGTH OF WEB BETWEEN ACCESS HOLES. PROVIDE 5 4 �:�
<br /> j� j � S408 ; � a � ii NON-FUSIBLE WELD TABS. REMOVE WELD TABS AFTER WELDING AND GRIND END OF 3. 3/4 tbf TO tbf , 3/4" MINIMUM (±1/4"). -
<br /> � WELD SMOOTH WELD: QC/QA CATEGORY BH/T AT WELD ACCESS HOLE.
<br /> � - �-� FILI ET WELD, IF USED, ,_� � � t � I
<br /> SHALL TERMINATE A MIN __ p_�- 4. 3/8" MI�JIMUM RADIUS (PLUS NOT LIMITED,
<br /> �4 3/8" SHE�R TAB, 50 KSI. SHEAR TAB LENGTH SHALL BE SO AS TO ALLOUI 1/4" 5 , OR MINUS 0). "
<br /> 1/4" FROM END OF � \
<br /> MIN kco� + 1 1/2" JOINT ON BOTH SIDE 1 ;� � ` `r ' -�7 v OVERLAP WITH THE WELD ACCESS HOLE AT TOP AND BOTTOM, AND WIDTH SHALL � �4
<br /> o � � � � f _ � EXTEND 2 MINIMUM BACK ALONG THE BEAM, BEYOND THE END OF THE WELD � 5. 3 t (±1/2").
<br /> - C�2 �� �1" MIN ACCESS HOLE.
<br /> 7' 3 bf
<br /> �
<br /> � � �--�' 1�"I t�f 6. TOLFRANCES SHALL NOT ACCUMULATE TO
<br /> \ ��� j��--'' �5 FULL-DEPTH PARTIAL PENETRATION FROM FAR SIDE. WELD: QC/QA CATEGORY BM/T. i 2 THE EXTENT THAT THE ANGLE OF THE
<br /> NOTE: ` ACCESS HOLE CUT TO THE FLANGE SURFACE
<br /> CONTINUITY PLATE SHALL HAVE A THICKNFSS GREATER - 6 FILLET WELD SHEAR TAB TO BEAM WEB. WELD SIZE SHALL BE EQUAL TO THE
<br /> THAN OR EQUAL TO THE BEAM FLANGE OR BEAM 0 EXCEED 25n.
<br /> FLANGF CONfVECTION PLATE. CONTINUITY PL TO MATCH HEAVIER THICKNESS OF THE SHEAR TAB MINUS 1/16". WELD SHALL EXTENQ OVER TOP AND •
<br /> BFAM FLANGE BOTTOM 1/3 OF THE SHEAR TAB HEIGHT AND ACROSS TOP AND BOTTOM. ,NELD: 7. WELD ACCESS HOLE SHALL BE GROUND
<br /> QC/QA CATEGORY BL/L. SMOOTH TO A SURFACE ROUGHNESS VALUE .
<br /> NOT TO EXCEED 500 MICRO INCH; AND SHALL �
<br /> �7 ERECTION BOLTS (BY OTI-IERS}. BE FREE OF NOTCHES AND GOUGES.
<br /> CO �1T �IUITY P �ATE DETA � � STEE� BEA�1 TO CO ��.JM �I AT �IOMEf�T �RAf� E 3 V�E �D AC� ESS HO �E � ETAI � 4
<br /> SCALE: NTS S408 SCALE: NTS S219 S408 SCALE: NTS 5408 �:.
<br /> � �
<br /> .� ..
<br /> . .::�
<br /> , i�i i PIPE BRACE ; / .
<br /> NOTES: rISS COL, � � � � r �Z�
<br /> 1 . FOR MAXIMUM FILL PASS THICKNESS, SEE DETAIL SEE PLAN i i SEF EL �, � ;
<br /> �
<br /> GROOVE 10/S408, i i r� ,'
<br /> ANGLE a HSS TO
<br /> r ,
<br /> B PL 5�s i � i ,' , ,�
<br /> �ILL PASS 2. FOR MOMENT CONNECTION AT BOITOM BEAM FLANGE i i ,
<br /> TO COLUMN FLANGE THE MAXIMUM ROOT PASS � "
<br /> � � � �
<br /> ��� � � �
<br /> THICKNESS � ' .
<br /> � > THICKNESS SHALL NOT EXCEEQ 1/4" PER PART V, GUSSET PL %" i i �j- ,' � ,'
<br /> q ( 01 i � 13 ITEM 1 . FOR WEI DED CONNECTION AT ALL OTHER � � � A ,' �� •
<br /> � � y 8��
<br /> � � � 8 9 LOCATIONS. SEE DETAIL 10 S4Q8 FOR MAXIMUM POUR BACK CONC i i �
<br /> � � � 6 � SLAB AFTER COL � i �
<br /> r ,
<br /> 4
<br /> � 21 3 � ROOT PASS THICKNESS. INSTAI LATION � � _ I � 1 " �r / �� ' j g" . '�
<br /> - I � � � r , I � TOSL
<br /> ��� � �, 3. ROOT OPENING, R, AND GROOVE ANGLE, a, SHAI L /6 �� _ � , �� � SEE PLAN
<br /> B� PER SELECTED AWS PREQUALIFIED CJP GROOVE � � ,� �` '� �BASE PL1%"x12"x2'-1 "
<br /> ROOT PASS - � BASE METAL � /6 i �
<br /> THICKNESS THICKNESS VVELDEQ JOINT DETAIL.
<br /> o V�1P �\ i , i ,� 2„ W/ 1 � B7 DRILLED
<br /> ROOT OPENING, R ��_ 4. WELDING PASS NUMBERS ARE SHOWN
<br /> �� � �, -� ,-- EPDXY ANCHORS @ 8
<br /> DIAGRAMMATICALLY TO INDICATE SEQUENCE. � , -'°� i /� OC (15" EMBED) ��.
<br /> QUANTITY OF PASSES MAY VARY DUE TO DEPTH � -� � r � TOF
<br /> AND/OR POSITION OF WELD. THIS FIGURE IS ii ii ii ii ii ii %6 � SEE PLAN '
<br /> INTENDED TO ILLUSTRATE RECOMMENDED WELDING „ „ „ ii ii ii ii ii ii 5
<br /> � � PL WASHER % x� x� � ii ii ii ii ii ii 3" MIN CONC
<br /> �EQUENCE FOR FCAW AND SMAN! V�1�LDING PROCESS •
<br /> ONLY. WEI D TO BASE PI W/ ii ii ii ii �"�"'—'�' COVER TYP
<br /> %" FILLET WELD ALI u u u
<br /> AROUND _ I �8�� �.. I g�� „�
<br /> �2>, 2„
<br /> B RAC E �RANI E
<br /> WE �D PASS SEQUEf� CE � CO �1f� ECT Of� DETA � S �RS � �:
<br /> SCALE: NTS �408 SCALE: 3/4"=1 '-0" S219 S�08 �
<br /> ��
<br /> �\ �-PIPE �RACE i i�i HSS COL
<br /> ,
<br /> B�SE METAL � \\ �\\ SEE EL i i SEE PLAN �1�'Y �� ������-,�
<br /> THICKNESS GR�OVE ALLOWED �\ � � i i ��V����� ��� p����i�,
<br /> BEAM FLANGE PREPARATION WELDING �AS SHIELDING � � ,�Q
<br /> COLUMN — � TOLERANCES WELDING JOINT (u = UNLIMITED) FOR FCAW �4 8" `� ` �� ` � i i i :� �,
<br /> FLANGE ��� AS DETAILED AS FIT-UP PROCESS DESIGNATION POSITIONS � g" ��� � A A 5 �°
<br /> ,� :.*,'. ,
<br /> BACKING BAR R _ +�6 _Q T�4 _�6 T1 T2 ROOT GROOVE �} i » � » � `� i i GUSSET PL / ,
<br /> OPENI�G ANGLE PL WASHER Y x� x� , � i �
<br /> a = +10°, -0° +10°, -5° R = 1 4 a = 45° All _ � �„ � � \ � „ � �� �
<br /> SMAW TC-U4a U U WELD TO B PL W � � � �, /
<br /> R = 3 8 a = 30° F, V, OH - FILLET, WELD ALI AROUND �\ � � � POUR BACK CONC
<br /> R = 3 16 a = 30° All REQUIRED BASE PL1%4"�� \`� '\�� i i �4 SLAB AFTER COL
<br /> -� � � FCAW TC-U4a-GF U U R = 3 8 a = 30° F �lQT REQUIRED `�,� � �
<br /> - /`- �� � R = 1 4 a = 45° All NOT REQUIRED T05L `\ i i � �Wp I�NSTALLATION
<br /> '� 2 2
<br /> SEE PLAN �, � � � 2�} 2�� /� HSS TO
<br /> NOTES: r \` � _ I�,. ,�-� �..�,8}, _ I !
<br /> � � ` � � �� � WELDED PL VVASWER --� � � � ' js B PL
<br /> R 1 . GR00�/E WELDS IN CORNER AND T-JOINTS OF CYCLICALLY LOADED STRUCTURES SHALL TOF , „ „ , — � \ � T �� I �`
<br /> _ - BE REINFORCED V�IITH FILLET WELDS EQUAL TO T�/4, BUT NEED N4T EXCEED 3/8 INCH. SEE PLAN� „ „ ' �� - - -� --�- - - X
<br /> � I I I .. N
<br /> --�--�-T2 2. FOR CORNER JOINTS, THE OUTSIDE GROOVE PREPARATION MAY BE IN EITHER OR BOTH i i i i i i � BASE PL1Y4" W/ (6) � I I I 0O
<br /> MEMBERS, PROVIDED THE BASIC GROOVE CONFIGURATION IS NOT CHANGED AND � � 3" MIN CONC � 1%"� ASTM F1554 - � � � N "
<br /> A D E Q U A T E E D G E D I S T A N C E I S M A I N T A I N E D T O S U P P O R T T H F W E L D I N G O P E R A T I O N S (3) �4 @ 3 O C T Y P E A �COVER TYP � G R 5 5 A B (12" EMBED) � � � � � � � E � �
<br /> WITHOUT EXCESSN� EDGE MELTING. ROW OF ABS �6 TOTAL� � HSS COL 1601 Fifth Avenue,Suite 900�Seattle,WA98101
<br /> � ph 206.623.071��fax 205.624.3775
<br /> 36�� 3 " " " cot�man.com
<br /> 3. ADAPTED WITH PERMISSION FROM TNE AWS D1 .1 COMMITTEE ON STRUCTURAL WELDING, UPLIFT PL/ x3 x3 GUSSET PL LASTING creativiry�results�2ladonships
<br /> STRUCTURAL WFLDING CODE-STEEL, AWS D1 .1/D1 .1 M:2Q2, MIAMI: AMERICAN WELDING 36 Y TYP EA AB �
<br /> SOCIETY, �IGURE 3.4 PG.92 (TOP LE�). % SECTION A-A
<br /> �
<br /> AWS PREQUA �IED CJP � RO ��E I� E�DED JO T DE �AI � � o BRACE �RAME CON �IECT 0 �1 DETAI S RS � �
<br /> � �� '�'� ,
<br /> SCAL�: NTS S� SCALE: 3/4"=1 '-0" S219 S408 �j �
<br /> �. � 'lJ . � � �
<br /> SYM REVISION BY APPROVcD DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTIT�E CURRENT REVISION SYMBOL DATE
<br /> I — ,�g,Y s• oJ ACCEPTABILITY R. REEVES 12.22.16 D
<br /> ORIG EDC ST TIC TEST C PHASE 2 W4440664 CEI EO 03.10.17 '� �� wAs � THIS DESIGN AND/OR CHECKED STEEL SECTI�NS �ND �ETAIL� V�J4440664 � I \ ( � 03.10.17
<br /> A FA I_ITY �'��' � SPECIFICATION IS APPROVED R• MORGAN 12.22.16 sHEET
<br /> � ��' o ENGINEER TITLE EDC STATIC TEST FACILITY - PHASF_ 2 �
<br /> .a, APPROVED BY DEP7. DATE R. MORGAN 12.22.16
<br /> CHECKED
<br /> � ,� d �' � E. OJALP, 12.22.16 ��L�I N� 45 �� 2
<br /> '� 33631 �S ,�� APPROVED � JOB N0, COMP N0.
<br /> �, TURA� �� .�� W444Q664 , ,
<br /> �stoNAL ��� APPROVED STRUCTURAL MASTER EVERETT, Wq �wc No. 45-012-S408
<br /> 3/s/» ,
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