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<br /> � � PER ARCHNT E-5A � � N
<br /> NOTES: 1) TOP OF MEZZANINE FLOOR (TOP OF PLYWOOD) ELEVATION � ��� B-5.0
<br /> I '""' o o �
<br /> � I � �
<br /> IS 13'-0" ABOVE REFERENCE DATUM. "��"" �� � �� � o o d, � � �
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<br /> # � 2) FLOOR SHEATHING TO BE /4 T&G P LY W O O D (I N D E X /24).
<br /> x � 16"o.c. SEE MEZZANINE DIAPHRAGM NAILING DIAGRAM BELOW. ( D-5A I � G� E-� W
<br /> STAI R � � � � W � W ��� � �3 m
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<br /> � � . � . � I I Vl V/ W W� O T 7 .
<br /> 28'-0"
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<br /> A � 32LH400 250 32LH400 250 32LH400 250 � � "
<br /> NAI LI N G SC H ED U LE � . .. ���..�o � � ;
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<br /> MARK ALONG CONTINUOUS ALONG OTHER ;��`... q , , �\ _ �� I I �
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<br /> � � ,: . . �; r � [27 -8 E-5.0 30'-6"] �
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<br /> �
<br /> FLOOR DIAPHRAGM NAILING SCHEDULE NOTES: `""� I � w/HF26N HANGER EAC END ( �
<br /> 1 NAILS TO BE 1Od COMMON .148"�x2Y4" �SEE DIAPHRAGM NAILING Q �.._ � `
<br /> � � ��_.. _. ._. _._.�_.�.___.�_��._. ,_. . _ .���..___ _._____. __��._..�_�_ �.______._ w.. �._._.._� .�.. �
<br /> TN . � � MEZZANINE DIAPHRAGM � � � ����������� ��""� � ��� scHE�., sHT. s-3.o, F R 3Xs & � � �� •� � � �
<br /> MINIMUM LENG ) N I 4x6 STIFFENER REQUIR MENTS) �
<br /> NAILING DIAGRAM -
<br /> 2) PROVIDE 2x4 FLAT DF#2 BLOCKING AT SCALE: 1"=20' � (SEE SHT. S-3.0 FOR PICAL D-5,0 � � H
<br /> ��ROOF_ STIFFENER INSTA LATION � � �
<br /> CONTINUOUS PANEL EDGES IN MARK II & II � "rr_�������m�m���µ��v�� �TM-�-��m REQUIREMENTS.���(TYP.)��������W���� .__ _.�_._......_.�._._.�._._ ___.�. .___�._._._.......__ � - - - - E ,� � w
<br /> „ �27'-8" � » �[30'-6"] � 27'-8"] -1- �
<br /> 3) PROVIDE 10d COMMON � 3 o.c. AT ALL CONTINUOUS I 29 -6 ] � 3 � � W
<br /> DIAPHRAGM BOUNDARIES IN MARK I� . � EDGE NOTE: I _ _ ___ �_.. � I � O �
<br /> PROVIDE 10d COMMON � 4"o.c. AT ALL i CONTRACTOR TO VERIFY WEIGHT
<br /> DIAPHRAGM BOUNDARIES IN MARKS ID& II . � � Z U w
<br /> � OTHER & LOCATION OF ALL MECHANICAL ( �15i`s2�� STRUCT I OSB � �-
<br /> I � EDGE UNITS & SPRINKLER MAINS PRIOR I WITH STRENGTH AXIS E-5A r r I -
<br /> 4) PROVIDE 10d COMMON � 12"o.c. AT ALL TO SUBMIT-fING ROOF TRUSS & ' ' ' ��d_ , PARALLEL T0,_SUPPORTS _�,a_.��._...._..W.�._W. ._�d_ r �_�,w_�...�._._..,...��w� �W_._w4��._.I_ W.��.Mv__._ I ^ W
<br /> INTERMEDIATE FRAMING MEMBERS. � GIRDER SHOP DRAWINGS. � ����W�����LL �-�� � (10'x4' SHEETS) (TYP.) �;� ��i � ( ( �`,, 1�� � � D.S. �j J
<br /> „ o.s. � f� , , �
<br /> 5) PROVIDE 2 ROWS 10d COMMON Q 4 o.c. AT � 'Y``= ' I �'' ' I � � Q �
<br /> INTERMEDIATE , , I �� '�� , , � �� � � � l� ``� I 27'-0" � � �
<br /> DRAG STRUT. FRAMING NOTE: �27 -�' - ___.�__�_ __�.._�_ _ _.,�.._ _ . _...._.._ �... ___... I __. .._._�� ...�...I_ �._.�._......_... I � W W
<br /> I _._.._ __--.-__.___.._.___�_ _�___m._...... _ [V
<br /> 6) NAIL & GLUE ALL PLYWOOD TO FRAMING. A00 ROOF JOISTS OR AN ADDITIONAL 5I00# I I I I U � �
<br /> N
<br /> C7
<br /> DETAIL C1C1 FRAMING POINT LOAD FOR HVAC ALLOWANCE. SEE � .�, '�' I (� � Q �
<br /> � 16 o.c. DETAILS ON SHEET S-3.0. LOAD TO BE
<br /> ____._.��_._--- ___..�.__.__ ._ __�.._._�._.__...___ ...___.._ ____�.__��_.._.__._.._ �___ �,�1...___�._..__��.. _�__�����_ __....�.._____.. ___�_ I �S U
<br /> PLACED AT ANY JOIST PANEL POINT (UPPER � � o
<br /> OR LOWER, ONE POWT LOAD PER JOIST). ( � �> > » � [J
<br /> [29 -6 �5.0 [30 -6 - - -
<br /> � RG-2 J-5.0 RG-3 J-5.0 RG-2 � C-5.0 � � � � N
<br /> C-5.0 27� 8��� F-�5.0 OPP.+ i F-5.0 � H-5�0 � F�-5.0 � I 27 -8' (� (� .
<br /> , >� m
<br /> � � o Q � �
<br /> ROOF FRAMING PLAN i � a �
<br /> s-�--�� BRIDGING BY OIST ,X
<br /> �� > ,> I �-.�'�- - � - - - - -� � MANU�ACTUREF� AS � Z KJ �
<br /> SCALE: Ys =1 -0 4
<br /> �'-�-��, - REQ'�, BY SJI � U �
<br /> NOTES: 1) ELEVATIONS SHOWN THUS: [__'-__"] INDICATE TOP I � � . � SPECI�ICATION� ( A-5.0 � � Q
<br /> � OF FRAMING (BOTTOM OF PLYWOOD) ABOVE ( ,�� N � (TYPIC�AL ALL �AYS)
<br /> � REFERENCE DATUM. I �..� �'�_ � � �: ��,� � � D.S. 0 0- W W uWi
<br /> � � �.s. � �� � , f�---=� t-� - - � - - � � ��__ �. � � � w J
<br /> � � - o
<br /> 0 2) MECHANICAL EQUIPMENT & DUCTS AND��R PIPES & � ; J � � 27,_0»� ,U z J I- ,n
<br /> �; '
<br /> Q SPRINKLER SYSTEMS SHALL NOT BE SUSPENDED [27'-0" I i � �
<br /> � z I,I N
<br /> � FROM OR SUPPORTED BY THE 2x6 STIFFENERS � � � I �l� �'
<br /> � WITHOUT PRIOR CONSENT OF THE ENGINEER. ALL I � ( I� ] � ~
<br /> N MECHANICAL EQUIPMENT ON THE ROOF SHALL BE A-5.0 ! � � � � - - - - � � W L I �
<br /> � REVIEWED BY THE ENGWEER PRIOR TO PLACEMENT. �
<br /> E � � € �27 -0"] � W o
<br /> o SHOP DRAWINGS SHOWING THE SIZE, WEIGHT & � w
<br /> � � P-5A P-5.0 � � -
<br /> LOCATION OF ALL MECHANICAL EQUIPMENT & OPP.
<br /> � �� , » s , �, , ��
<br /> � SPRINKLER LINES SHALL BE SUBMITTED TO THE ( �7 -0 ] � � 27 -8 � � R.D.o � L27 -�8 � �7 -0 ] � - J Z U U W
<br /> � � - - - - - - - � - - - - - - � �
<br /> � ENGINEER PRIOR TO GIRDER FABRICATION.) L - - - - - - G �
<br /> _ �
<br /> ; � ,> D S� 22, ���,� ! � , � B-5.0 HI H � [2�'-0" S. , J Z [� Q
<br /> � 3) MECHANICAL UNIT WEIGHTS ARE IN ADDITION TO THE . [27 -8 B-5.0 W14 .38 _ _ 22 -6 � G-5.0 L0� N �/V14x38 L-5.0 B-5.0 27 -8 � � � a- Q ❑
<br /> � TABULATED LOADINGS FOR THE JOISTS & GIRDERS. � �� o - n.
<br /> � .,� Q �
<br /> i � oo z
<br /> � 4) SEE SHEET S-3.0 FOR ROOF GIRDER SCHEDULE. � 9' " �� 9 � �0'-0"=�0' 0" � E 9'-0" � JOIS SPACING rn � v
<br /> � L-5A co BETWEEN GRIDS cv v �
<br /> °� „ R.D. N-5.0 N-5.0 D. � ° G & H s h e e t
<br /> v 5) SEE SHEET S-3.0 FOR ROOF DIAPHRAGM NAILING W14x53 CA=1 � I oo � W14x38 CA=Y2�' oo �' 4x38 � y2" O O �
<br /> � SCHEDULE. - - - - - - - - - - - - - - - - -
<br /> , H
<br /> �, [22'-0" M 5.0 21'_p„�K-5.0 21'-0"] - .0 22'_0"] � COLS -H �
<br /> N 6) ALL ROOF JOISTS SHALL BE DESIGNED FOR A NET 1'-0"t � COL. � COL-� ' OPP. 1 -0'f " '
<br /> � UPLIFT OF 5.2 PSF. � & BEAM 1 1 d'-0"t(CANOPY BELOW) � COL. 4 �
<br /> � COL. & BEAMS o LL.
<br /> � 0
<br /> ' v , » , » , ,� , & BEAM „ ,- O ■
<br /> 16 -0 42 -9 32 -6 32 -9" 26'-0 � 4 OF 10
<br /> �
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