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Home My WebLink AboutTemp00009 � _ x ` , w w z ` � ' > W DT ; ; _ H _ J - , : OINT c� —. ; . z SUPPORT W w 1 : A ' E M / : � SPAN _ ` W T 4 , ;. F' ANG - � L E PLATE : : C.P. T SEE PLA _ ;. &B N ;. , _. , ,. d . , � , . SEE P � LAN U.O.N. , . ( ) _ ._ , 1�—� __ _ ,._ _ , 0 FLANG ES " , , : � _ ; T.O.S. EL. : � T:O.S . EL. - - o : s , �, _ tw/2 . . AT:CONTRACT - ' cn ` SEE PLAN � OR S OPTION SEE P , LAN E OF ;. N0. AND SIZ BOLTS ,- R T ICKNESS - - z H �� : CONTINUOUS ; , 1 � � 1 , ; _. _ tw/ :-, - , ... 2 �� o _ / �12 ,_ _ _, , ,_ 3 / MOMENT WEB THICKNE S + SEE NON BEA M ( ) BENT BEAM o , , _ _ _ 4 __ � 4 __ , _ . __. _ „ , _ . , _ __. T _ _ _ _ __ , .O.S. _ � < ; 3 CONNECTION SCHEDULE N SLOITED - , 0 HO , SEE PLAN LES __ z / _'.� :, _ , , ,, t H � L R LL _A � # E - 1 , . 6 w >, . .;.,. ... _.. .. . SEE PLAN WT T0 , _ , _ _ _ ,, . _ _ ., .� ;. R> G H I T E T _ . A 0 S -, � TOP OF STEEL ,_ , - 3 _ , _, _ ' BEAM / � tw/2 ---------- ,., � 925 iviA STR 'T P A 'Ya.CA`9 A4 E A1,.0 . f1301- dD5 ,.. �� ' � . . L. 2 1 , : 16 , CONTINUOUS / n. : , , , TEL .650- 1 =Q B .: •. _ : . . S50_6t. . �3. � G 35 . F O STIF 7 A�c Z 3 . . . F. R _ _ m _ _ _ _ __ _. ti _ _ _ _ 4 W 2 w _ . , _ _:. , _ ,. . _ . . , ,� � , , _ , _ I I w o EACH � 1 „ SIDE � _4 0 I » » / ,� -11 F- 2 STIFF. R BEAM � K PER AISC 6 FR0 i M EACH END ii SEE PLAN � i `BOTH SIDES ii = ' MANUAL OF WT EB � tw/2 W THICKNESS � ,� , I I DIVIDED BY 2 _ � , _ FULL HEI GHT SHEAR TAB � WF BEAM PERIMETER BEAM 0 C.P. AT WF BEAM ' C ONN. SEE SC HED. NISHKIAN . �, ,: SEE PLAN SEE PLAN _ � : : BEAM WEB SEE P LAN , :t � .,� . , .,, o -; WF BEAM � � � � WEB PLATE FL ANGE PLATE � c� STIFF. R SEE PLAN CONSULTING AND STRUCTURAL � _ ,, „ 3 � TO WEB � � ENG NEERS SINCE 1919 / _ / o / 4 GAP . 16 : 4 2 � 1200 Folsom 5 San Francisco CA 9410 3 tree� . O • � Tel.415 541-9477 Fa�c 415 543-5071 ELEVATION BEAM TO BEAM 1WT` TO BE AM NOTES. ( ) ( ) 0 1: ALL PLATE SIZES AND DI MENSIONS SHALL MATCH ,x w tn AISC STANDARD 'SIZES 'CALLED OUT ON DRAWWGS. � � o . w �-- N.M. 'JOB N0. 7083 Q ; � , - BUILT— UP � BENT BEAM DETAIL FILLER BEA M DETAIL B EAM � BEAM SPLICE . DETAIL BEAM CONN ECTION � _ 10 25 : 20 , 0 15 5 — SEE DETAIL FOR LOCATION W E H RE RE D w N ON MOM ENT CONN . Q m C ) : WELD I N G : D IAG RAM � ..,, .. ,, . , , , . , . � o . � . � , � , � � R I z � 0 E 1 � Q 0 .. I . / _ . . . . / _ . . d' / _ . . �' / � _ . . / _ O. . / _ .. . / 1 ' I � . NS _ . . i � � _ � . � . ' Q - � � o � i � . . i , � � . . . .a'� . , .� > � � r � . . . . . . . '...�../ .. �.. . . . ... � .. . . . .. .,+V . . . .. . ....�..� . . . .��.� ... . . . � .. . � •. .. / / , . , . / . .. � :.�� . ../ . `PP � � ; . .� _ COPE . � � >- , � . .� . . ; � . FLANGE � 2T781 . .. , . . Q � , . � � ,. . A � � . i . . . CONTINUITY R � . . � � � o � i � SI n•. . M. � � � .� � . �" � . � , . -� .. , � �_ � _ , �nm_.� � •. • `1`-- �� s_ . t` � . . � ....��..�...�.- w s � - .. c. _` � . . � t� . , , �! BEAM � w � c SEE .� i . . . . ...... Y. � � . , .. . . . . .. . ..,.,.' � \_ � . . . . . . . . . . ....: ' ' .. .. G �. . . . ��... .� � � � � . . . .. . �v ..:.....I � � N I AL . I � I � Q PLAN 1 � WEB � � ► . � � � � � n�� W ..: _ _ . � OPTIONAL o ----- � 1 „ z _ C.P. TYP. R-1 � Q � � 0 2 , I I ` � - WED � < SKE BEAM � : AT FLANGE � w `3 3 SIDES � i � i / ; 3 ' , w SEE PLAN CAP R AT TOP T&B � 8 I ` I ` / i z 16 , : i — OF POST ' I I . c� � ' z DETAIL w ------------- W , �--� _ � : � �-- � � : � � . - � � - � , B G EAM TO AN L E E SKEWED BEAM CONNECTION _ o � F ------ -- COLUMN ------- � i BEAM OR 'CHANNEL cr� 1 -- / SEE PLAN ,� COLUMN 4 - i � „ � ' � i , o / 2 � I I - , FOR SHEAR TAB � , 0 TYP_ AT CONTINUITY R S i i FRAME COLUMN C�NN. SEE SGHED. w TYP. , SEE TYP TS BM TO � � WEB ' NUMBER AND SIZE` _ tR BOTH SIDE OF WEB ' TS I?OST � NO SLOT. `HOLES ) i cn » » I / WF C0 CO 4 L NN. _ ' OF BOLTS SEE NOTE 3 � 2 SEE DETAIL D F OR m THICKNESS BASED � OPTIONAL ( 1 » ` ,� / 1 �. R � s 2 " ON B LA / _ - EAM F NGES ` ,z _ 1 P LAN ) I ' 4 N0 SLOTTED HOLES tR _ / � s . BEAM SHORT_ SLOTTED HOLES � SHOW LAN . ►--- N ON P THUS H .---- ` SEE PLAN � o �` TOP OF _STEEL , , FOR SIZE AND NUMBER ' -z CONTINUITY R s ---=----- Q ( � 1 OF BOLTS SEE SCHEDULE _ _ � � L , � X E TEND SHEAR: TAB i . FOR ADDED 'BOLT CONDITIONS C0 UITY PLAT , ( NTIN E DETAIL . Q TS T0 COLUMN CONNECTIO N N z WF BEAM OR CHA NEL : T0 _ � . TO BOTTOM MOST _ ` – � - , NO SLOTT D BEAM - E HOLES G � : H J � , N C� :WT5x .5 0 ._ _ - � CONTINUITY R 22 R WT7x26.5 > .- , SEE PL N A : � ADD 1 BOLT i TS COLUMN CONNECTION . ( . , �: , CUT TO FIT o � NO SLOT. HOLE O SLO ( N T. HOLES � w ) PLATE T0 � i = i : �� COL. FLG. s I � ` , SEE � i w �s SCHED. PERIMETER BEAM �-- FOR W8 W 10 W12 AND W14 - BEAMS � C.P. T & B , , , SHEAR TAB WHERE OCCURS � � F= _ _ ¢ NUMBER AND SI F AN ZE 0 FL GE T . � YP _ � CONN. SEE SCHED: z � z - 0 BOLTS SEE NOTE 3' SHEAR :TAB , - � � FOR SHEAR TAB ` SEE SCHEDULE o ; � TYP. 5' z z FRAME COLUMN CONN. SEE SCHED. 1 - � ' , TOP OF STEEL / � 16 ' �I ` � w _ COL. NO SLOT. HOLES . _ � 4 ) _ , .. � ' -,� � t� _ r� w — C AP R THICKNESS SHEAR TAB , _ o o , , � i , _ > � W P i ELD ER MOMENT „ , 1 � � !� / n o ,� ,� : + . GREATER OF TF1 i � � i � ' SEE NOTE 3 4 0 � � c� CONN. DE ` I TA L D �, ,, 0 0 _, ;, ` 1 » �, . , ` I I � I � z + / N SLOTTED HOLES OR TF2 1 MIN. O _ � � ( ) K o ''t� 4 � � WHERE OCCURS 1 � i � i _ PER AISC o � , BEAM , � Q � , � � � , i � � FOR EDGE DISTANCE AND TOP OF STEEL YP �� T .SEE � SEE PLAN o TYP.S EE N i � � ' , � MANUAL ---------- `:�""� � � � 0 � , , BO T SPACI G ` CONTINUITY s L N SEE AISC � NOTE 3 � R � O � ' NOTE 3 , � F- ; � Q , � � , . . i _ � SPECIF. TYP. « � , _ J � � W O ` i i i ff » Q ., — T� x 0 EXTEND SHEAR TAB _ . � BEAM , _ K PER AISC ` � I . , o � � ; , � ` . , ' v1 V � � Q - O � O ' 0 � TO BOTTOM MOST i w x � SEE PLAN � - � � MANUAL � � �- < . , , . Q I � I � - ,� .. O s � � Q o CONTINUIT ' /'��! � 0 YR 3 FOR BOLT SPACING AND � , �; _ � � ..� � � i � � J — .. , � I�I , „ _ GIRDER . � � 4 TOP AND BOTT. . .-� - 0 - o N0 S T G LO . HOLES ED E DISTANCE SEE AISC 2 � � „ 0 IYP. , r !� 1 . . � ��. Z� . . . . . I ... I.. . . .. . . . . � . .. . _ , .. . . . . . . . . . . .. . . .. . . . . .. . . . . . . . . . . . �:..� . : ..:. / USE P o , ( LS SEE PLAN FOR W10 OR � w 2 !� SPECIFICATIONS TYP. , PERIMETER BEAM � � ., _ SMALLER ` BEAMS ' WT TO , : ) -x - 0 � FO ` R W16 A WT T0 MATCH FLANGE ' . ND DEEPER BEAMS ;Q ' WHERE OCCURS � ;1 NO TE. BACKUP P LATES NOT SHOWN BEAM / . �T � WIDTH OF BEA M � 4 I�"I 0 FOR CLARITY , FULL HEIGHT SHEAR TAB z _, 1 ' ,Q - CONN. SEE SCHED. Q „ I � : BEAM DEPTH DIFFEREN CE >1 » 4 z � _ BEAM ` DEPTH ' DIFFERENC < E 1 � � : z � _ o B EAM TO Rl G , „ ID FRAME COLUMN � i _ ADD R 'z ' C BEAM TO COLUMN 2 D WEB .CONNECTION Q . , _� . �: SHOWN ON PLA . —� ►�-- AT EXT. FACE N THUS C T ( ) . ONTINUI Y � s ` W E B CO N N ECTI 0 N 0 , . .� � USE LARGER `OF TYP. � � Q : TF1 OR TF2 : 5 ,, » , SEE: DETAIL G - ' FULL HEIGHT SHEAR TAB TWO SIDE CONN D ECTION . � . NOT RE UIRED AT W12 � ELEVATI O N S ECTI 0 N Q � OF SHORT SLOTTE D HOLES � BEAMS AND SMALLER ' , _ � TYPICAL B - FOR NUMB E R A N D S I Z E O F B O L T S 3 EAM CO N N ECTI O N BEAM TO BE C AM ONNECTION BEAM T0 COLUMN FLANGE sEE sc 2ND ROW OF BOLT��- HEDULE � � DEEPER CARRIED BEAM : E F WHERE OCCURS , ) : , � SEE CONNECTfON TOP OF COLUMN , SEE ` I � � SCHED. � SCHED. ' ( � � - N0. AND SIZE TS 0 0 o � 0 TYP. NUMB ER AND` SIZE OF BOL . � SEE NOTE 3 ' 0 0 � o` 0 � � � � _ OF BO S E - � � � � LTS E NOTE 3 COLUMN , � 0 0 0 0 , , T & B � 0 ` 2ND ROW OF BOLTS ; L I ' � , � _ o � � 1 , , 0 0 0 0 / CAP R AT :W10 FLANGES 'TYP OR W8 AS `RE UIRED , Q TOP OF STE � EL � 2 � _ SHEAR TAB S � EE NOTE 3 , * , �, _ 7 SEE :NOTE 3 ' --- ' ': / � : GAP R AT W14 OR ' W12 � 3 » 8 / I � FU LL HT. : TOP OF COLUMN � UNLESS OTHERWISE NOTED : 8 , N ' � �, '' l.� * TIFF WHERE OCCURS , ' S . P . � L WHERE > 4 USE , � „ » �- _ � _ -- -- � - T K PER AISC , TOP OF STEEL ONE SIDED SHEAR TA B , � - ` - ' CONN. MANUAL ' � - - T � ,_ , . , � _ � � , , „ „ � o � TYP. _ � SHEAR TAB SEE NON- MOMENT -CON . � 1' i i N NOTE . _ TY _ , I � - : � O .. — I I � THICK. N0. 4 4 .. Z SHEAR TAB - SEE SCHEDULE AT �AN� 3 SEE , _ � i » I I i � 1 / -, / 8 - �- ,.. 0 � ` WEB , 4 . i _ - FOR 'EDGE DISTANCE `AND BOLT ` NOTE 3 i ( ( NOTE. SHEAR TAB SE E SCHEDU LE , , � i i � i SPACING E AISC C o ' SE SPE IF. TYP. SEE .. ) � ( FOR EDGE DISTANC ` , ISSUED'FOR E AND BOL 3 ,, ,� i i : (_ T � I I-' � ' NOTE 3 -, i i x :4 BOTH � IDES R / ,. o I 8 SPACING SEE AI . SC 'SPECIF. TYP: ) , L , , NOTE. SHORT SLO TTED 04 07 06 PROGRESS CD SET HOLES RE UIRED A TYP � � Q T BEAMS ; 05 12 06 SUMMA Y AT WEB R PERMIT SET . � � : NOTE S NO OWN . BACKUP PLATE T SH ND DEEPE , W16 A R , TR�2 TW0 SIDED CONN: ONE SIDED CONN. a FOR CLARITY CONTINUITY PLATES - NO SLOTTED H0 LES AT „ „ , 9 � 05 22 07 LAN CHECK MI , SEE° DETAIL G USE CONNECTIONS WITH ADDED P RESUB TTAL � � � LARGER OF TF1 OR TF2 = ' NOTE. IF HORIZ. SPACWG B BOLTS 2 ROWS SHOWN : ON PLAN THUS: —� „ ETWEEN BEAMS ON OPPOSITE ( ) < 12 SIDES THEN CONN. IS C SIDER , ON ED AS A TWO SIDED C , • —f �_ ONNECTION SHEAR TAB' WHERE OCCURS ` SHOWN ON PLAN THUS. H _ ONE-SIDED CON TI NEC 0N BEAM TO C0 UMN F L LANGE B EAM TO B EAM �- SAM E A . A CONNECTION B BE M DEPTH - CONNECTION :: BEAM TO BEAM CONN C E TION BEAM T0 C0 G C � D LUMN FLAN E _ TYP I CAL CO LU M N CAP P LATE CONN 2- a ECTJON NON-MOMENT : BE AM NON-MOMENT BEAM _ N0. AND SI ZE OF NO . AND SIZE OF BOLTS CONNECTIO N SCHEDULE ; n C.P.` T & B CONNECT ION N0 . TES . BOLTS w , � SEE NOTE 3 SEE NOTE 3 . z : FLANGES TYP v � . - , ` NO. OF � �, 1 1 , . z , T & B SHEAR TAB WELD SIZE � / / „ 1 1 , U , 2N D ROW OF BOLTS 7 � .O.N. 2 2 ` 2 D N ROW OF BOLTS Q e w , ; / .. � _ . . w ADDED r Q FLANGES TYP. s BOLTS 1. _ _ BEAM ANY BEAM CONNECTION NOT SCHEDULED SHA LL BE � AS RE Q UIRED � AS` RE UIRED _ N c.� , Q cn � RE z TO TO T MARKS N c�: , 0 T0 A325X \ - o - , U.O N. , .- . SEE NOTES BELOW A STANDARD DOUBLE ANG � SIZE LE CONNECTION AS PER ,-- � Q SEE' NOTE 3 w o SEE NOTE 3 � T OP OF COLUMN BOLTS BEAM COL. BEAM COL. TABLE 11 OF F RAMED BEAM CONNE I N � � � CT 0 S FROM , � , ,, ,, ,� cv 3 WIDTH' AS RE D. cv � 3 3 » Q WHERE OCC 3 URS / / MANUAL OF STEEL C S � / TR CTION USING MOMENT BEAM 2 � _ � ; � ; T OP OF COLUMN N W8 & W10 / _>S ; 8 � 16 » , OR MIN. WIDTH � ` � . � � � � 3/4 DIAMETER M.B. A307 ` _ _ - - --- `� WHERE OCCURS ( ) » , ,, ,, TOP OF STEEL 3 3 1 � » C0 N N ECTION NOT E uA� T E S 1 0 BEAM - - - - -- -- i- - / : / Q T / TOP OF STEEL _ 3 / W12 _ , _ 8 8 4 , ` 4 , � FLANGE WIDTH �- , ' _ � 2. FIL LET WELD SIZE SHA -, LL BE AS SHOWN -� _ �. O I � I .. Z � � . -.: —I » » I .. 1 1 » » I - 1 1 � O » ' ` I 1 / / » _ 3 „ SEE � UNLESS A GREATER SIZE IS R 3 / / 2 E UIRED BY 3 i Q - SHEAR TAB W14 -, ,� _ _ _ i / 1. SHEAR T + 2 2 SEE AB THICKNESS W i EB THICKNESS . i � / �. I 4 4 / 0 9� � 4 A307 BOLTS � R I .. I . _ 4 4 .- .. - 4 I � I . - _ SCHED. o A.LS.C. TABLE J2.4 i _ - i i THIC . K P � LAN � .d- , _ NOTE 3 U.O.N. i » -, » » » T YP U.O.N. , _ 1 5 5 PLACE ADDED B TS i OL , ,.. 0 + » I I \ I I 1 / / I r7 q-' / / � I . W16 � i _ i -, / WEB + N I _ 2 8 4 16 ; � O 2. AT 2ND ROW i SHEAR TAB WELDS. FILLET WELD SIZE I I , I 4 ;�, I , . SHEAR T , i AB � . i .. , o -, , + i 3. CONTRACTOR SHA LL USE S HORT SLOTTED HOLES , i L i i SHEET T I � » �r » » ITLE � � t S 1 5 1 2 _ . HEAR TAB /2 U.O.N.. COMPLETE PENE 5 � ( ) TRATION _ i i �.. 0 T 4 / / / HICK. i / _ W18 � i U.O.N. CONFORMW WITH BO T IF i ( ) L SPEC ICATIONS nP. 1 » � � 2 8 4 16 I _ WELD OPTIONAL. „ i � _ � � 3 WEB '�- � -� J I NO SLOTTED OL S w/ H E :� � / 4 W LIEU '0 F HOLES GREATER THAN BOLT / _ ts J 16 � � , » » » * 1 5 1 5 � 3. FOR SHEAR TAB THICKN ESS NUM R 0 � � , „ BE F BOLTS W21 5 / / / / ADDED BOLTS DIAMETER PROVI DE HARDENED WASHERS FOR ALL � 2 8 4 16 - ,, 1 AND SHEAR .TAB WELDING SEE NON MOM , ENT , TYPICAL STEEL DETAILS / , STIFF. R , » 3 , CONTINUITY PLATE 5 ,� �� , „ BOL TS W SLOTTED HOLES. 2 * , 3 1 5 IF LESS THAN BEAM CONNECTION SCHEDULE 3 W24 / / / / 6 MATC : * 8 4 , 4, : 16 WIDTH TO H T&B IF LESS THAN CONTINUITY PLATES , OMIT CO 4. WHERE DOUBLE ROW OF BOLTS IS E UI NT. PLA R RED TE Q 4 . WHEN BO S , , LT ARE R E UIRED TO BE SPACED IN !� SEE DET „ „ » » „ „ » , Q BEAM AIL G , » � 3 SLOPE B SEE DETAIL G U 3 7 5 3 OTTOM ` SE , USE THE MAXIMUM NUMBER W27 OF BOLTS POSSIBLE 7 TWO ROWS PLACE MAXIMUM NUMBER OF' / / / BOLTS IN / , PLATE AS SHO LARGER OF TF1 OR TF 4 8 16 8 WN 2 IN THE` FIRST ROW BALANCE W THE SECO ND FIRST ROW NEARES , T CONNECTION AND ( ) ,, , » ,� 5 3 ,, 3 7 PROJECT Z Z8 0 � b � / / ROW. W30 W33 / / SYMMETRICALLY SPAC CE FO E BALAN OF BOLTS IN R EDGE DISTANCE A ND BOLT 16 8 4 8 _ . 5. FILLET WELD BOTH SIDES OF SHEAR TA B SECOND COLUMN. SPACING SEE AIS � ►�—' C SPEC.. TYP. SHOWN ON PLAN THUS. H , » » „ » DATE 36 9 3 7 5 3 W / / / � 3 FULL HEIGHT. / MIN. WELD `AS 4 8 16 WF COL. DIFFERENT BEAM DEPTH ERp,� 8 , P SC 6. USE S A DAR 0 ES N0 SLOTS . SEE P TN DHL LAN S H OW —f ►-- ( ) scn�e AS'NOTES N O N P LAN TH US. I - SPECIF. 7. SEE GENERAL NOTES AND SPECIFICAT � ; IONS BEAM TO C , OLUMN WEB CONNECTION BEAM TO COLUMN FLANGE FOR SPECIAL INSPECTION RE UIREMENT S. Q A NOTE: USE A325-N BOLTS D FOR W14 AN SHALLOWER B BM U.O.N. SHEET CONNECTI ON ELEVATI O N MENT M0 CONNEC — TI 0 D ETAI LS N N0N MOMEN T B EAM C0 NNECTION ON UO q C TIN US BEAM 26 11 _ 1 FOR N0N F RAMES D ETAI LS A N D SCH ED C ULE � AT COLUMN _ � � f , , � , , O NIS HKIAN ME CONSULTING NNINGER AND STRUCTURAL ENGINEERS 2005 > ;_ 5 30 2007 9 r / /