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<br /> SCA�.�: 1"=1 '--0„ SCA�.E: �„-1 '_0„ S�ALE: 1 "=1,_�„ 5�12 5�17
<br /> 5212 5417 5212 5417
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<br /> �� �F BM �R OVERHANG
<br /> FACE C�F COL -� t_ENGTN - '�' �LASS 'B' SPLICE
<br /> � MIN CONTRC}L RO{�M BL.DG
<br /> i ��PPORT BY C�THERS ,'
<br /> �5 CC�NT, PR(��IDE - CC}MPQSI�C� FLR
<br /> 16" MAX SPCG - ��. �M 1�" MIN STUD � CLASS 'B' SPL(CE �L�,�, S�E P�A�!
<br /> 4�'j MIN BTWN P�IDDLE WE�D � LENGTH ABQVE AR�} P D�g���R�S ANC� � �4 BARS MATCN
<br /> � S�CG OR STUD � ,! D E C K SLAB REINF SPCG .
<br /> �� � SHEAR ---- GLOS�RE PL
<br /> _ �
<br /> STUDS , 36" MAX �6" MAX� -�- -
<br /> SPC� SEE SCHED ��"
<br /> PIJDD�.E WELD AS REQa --------------- � rv
<br /> s�i� �oos� _ � ����URE P�ATE SCNED�l�E �
<br /> � � �
<br /> � � � � OVERNANG a GAUGE f TNICKNESS �.
<br /> AT �AUGE �°f i � �E�GTH - L
<br /> C�C�S�1RE GA 2-12 MIN � � 1 '_4„ MAK ��„ PLATE
<br /> � � � � �� 1{}" MAX �fl �AUGE {0,135"}
<br /> � � AT PIATE
<br /> �� � � i CLOS�JRE ��s 3-12 .....'...�.�.._+..0 8" MAX 12 GAUGE {0,1 Q5"}
<br /> � � � __ WF BEAM
<br /> � S�E PLAN �
<br /> ,# ,
<br /> �JQTE:
<br /> DECK PARAL�..EL TO BEAM QE�K PERPENDICULAR �R SKEWED TO E3EAM 1. �INfSN AND STL ST�1DS NOT �HC�WN FOR CI.fi�RITI'. •
<br /> SEE PIAN F�R DIRECTION Q� D�CK SPAN,
<br /> NOTES: T
<br /> C �� � ��� � ��� ��� � �
<br /> 1. TNE ��MBER 0� STkJQS R�QU��ED IS SH�7W�[ A� AN [x] QN FRAMING ��Af�S, TNESE �TUDS ARE SCALE: 1 „d�,-�" M 1�� 10--1� 5417
<br /> SN�W� ADJACENT TQ TNE BEA� SIZE F4R PURLINS AND BETINEEN PURLI� GONNE�TIONS FC?R GIRDERS. _ �'`�
<br /> 2. PLI�CE �TU�S IN �E�TER C7F �LUTE W��ERE APPI�ICABL�. a
<br /> 3. IF STU�S ARE SHOWN ADJACENT TO THE BEA�1 SIZE, P�ACE STUDS IN THE F�L�OY�ING •.
<br /> Y�
<br /> SE(��1ENCE �C}R P�1��INS. � BM � ���� �� �V����� �
<br /> '�,:�2„ -=-�� ���II����� ��� P���11��
<br /> A. �E'�ERMINE TNE NUM�3ER �F STUC� ��INS REQUIRED �JSING IYPICAL S�UD SPACI�G OF 1 '_�" cn
<br /> �---
<br /> FOR DECK F1�UTES P�RPENDIC�JLI�R Tt� �EAM AND 0,_4 �/2>' FQR DECK �LUTES PA�ALLEL T� BEAM. �c
<br /> �
<br /> B. P�ACE STU�S WI1"H A 3�_Q" ON CE�TER SPACING STARTING FRC7M BEAM SUP�C�RTS T{�WARD `CHE � � � '; �
<br /> vENTERLINE t�F BEAM. ., r= - ,
<br /> ;�'� C� `` .
<br /> c� L� _°
<br /> C. P�ACE A�iY REMAI[�ING ST�DS WITH 1 ���y� �N CE�TER SpACING STARTING ��OM � ,_�„ FR�� B�A�i � __._ ._ _____ _
<br /> SIJPPORTS T0�1ARD THE CE�TERL.INE �F BEA�1. -�� � _ _ �___ _ __ _ _
<br /> [ ! c.� '
<br /> d, IF FLUTES ARE PE����iDIC�JLA� T� �F�1M AND TNE N[�MBER OF ST�D5 EXC�EDS THE NUMBER OF i i � � `�`
<br /> FLll��S, PLAG� T�NJ STU�5 IN �VE�Y tJTh�ER FLUTE �1iTN A l��ANSVERSE SPACIC�G C�F � MINIMUM �, � ! �
<br /> STARTI�IG FR(�M BEAM SUPPORTS TO�ARD TNE �ENTERL(NE OF BEAM. � t '"�'
<br /> E. I�" FLUTES ARE PARALLE� TO E3EAM AND STL�D� S�ILL REMA[� AFTER STEP C ABQVE, PLACE �1'UDS � �
<br /> EQUAL�.Y SPACED S� T�IAT A M(NIM�IM t�F 4 1 f 2" STUD SPACIN� OCCURS STARTING F�OM BEAM �.
<br /> �UPPC�RTS T�WARDS CENTERf�INE OF BEAM. S�E SCNEa FQR :��
<br /> CUNN-P� c� BOLTS
<br /> 4. V�HERE STUDS ARE SHOWN �ET4�EEN PURLIN CONN�CTIONS C7N GIRDEF�S, PLAGE ST�1DS UNIFORMLY CJP TYP � G I E � �
<br /> BET�VEEN CONCENTRATED POINT �.OADS. T�� SEE �so� �3�n�v��,ue,su���soo�s���i�,wAsa�o3 •
<br /> ��NED n z�s.a�s.or�r�g$�aas.saa.���s .
<br /> 5. WHERE STlJdS �RE NUT �N(�V�N, PLA�E �1} STUD AT 36" MAXIMUM SPACING: ��ff��n.���
<br /> LASTiNG creativity�r�rsulEs�relatiurships
<br /> 6. MINIMUM {�} STUDS PER ��AM.
<br /> � � ' -
<br /> TYP �� � P�� TE F��OOR � �AB � �� {� ATTA� N � E�lT �� D �T� D � PA� Ii� � 2 �C`�Pl ��� BE�1�� - BEA� N1 � � E T �Q �1 �1 � � .
<br /> SCA�c: 1 „=1 ,_C}" S417 SCALE: 1 "-=�, Q" S417 Y
<br /> � �
<br /> ��� � � ��� � � �
<br /> SYM REVISEQN BY APPftOVEd DATE �YM R�IS10N 8Y APPR{}VED DATE f�I�RWN DATE SUBTITLE CURREiUT REV1510N SYM80� DA7� ,�
<br /> � �� � ��cE�-r�e���-� �. ���v�s 10.03.15 �TE L �E�TIC��1� A�N� �ET�1L�
<br /> �'��� �.�,� � ,� T��s �Es��� aN� c�� c��c��� �1�-��-0�64 � Q�.10.17
<br /> — E(�� STATlC TcST FACI�.17Y �t3099715 RLR EO 10.02.15 �''��• �Y SPECIFICATiO�i !S APPROVED R. MORGAN 1{3.03.16 s���
<br /> A EDC STATIC TES1' FACILITY -- AS—�UI�TS W3099715 CEI EO 10,03.16 � �� �, o ���► � �`�T�� E[�C STATI� TEST FA�I�ITY — P�A�E 2
<br /> �����v�� B�r DEPT. DATE R. MORGAN 1 fl.03.16 �
<br /> B ED� STATIC TEST FACI�I�1' — PHASE 2 V�44406f4 CEl EO 03.10.17 �, cH�c��o .
<br /> E. OJAIA 10.03.16
<br /> � ��' �U�3ss��� �,�'� �� �t�vEa �� � ��� �oe Nc�. W309�715 �cfl�� No. � -
<br /> �'����NA� ���� a���°v�� STRUCTURAL MASTER E1fERETT, �A owc rt�. 45-t�12--5417
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