Laserfiche WebLink
i __ <br /> T <br /> ( € . <br /> A-4.0 R-5A 1 �;`°'c� <br /> SIM. A-4A �LOW) A-4.0 � < €����� - . <br /> A-4.0 I � � � <br /> � � n � � - . � � N�M�N N <br /> , ... . . . . ,, .. „ � .. ��.; ..,r� ' .0 :.�:, a• .�"�..... . � . � � . . . . -p . <br /> .. .�.; • .. _< ._.«a�.-..ti. ' ._: •::, e. �_ ,_.,iF�'. .,zti. _�_ _a.,, - - . . . . � . � <br /> q �� � ��. , ,R; e � .�,��. , �� �._� �. <br /> _ < �. . � __... , � .., �>�. _... ...:o�� � 150 0 � � ' � v��M�M <br /> � <br /> ° L6x3Y2x3/s LLV LEDGER PANEL �...�_ .. ......� �.... ..�..� ,. <br /> � � L - - - D-4.0 RETURN 50'-0" 50'-0" 50'-0" � � � � <br /> - - - - - ' t � <br /> � � �[ BELOW <br /> f( � � I SIM. I i � � � � <br /> . € f t � . . � E � � � C .. <br /> � € <br /> � � � i ! ? 4 � � . � � - € � � 3 Q <br /> � 3/4" T&G I STAIR B-5A R-5A R-5A � � � � � z; �' , <br /> I (LOW) (LOW) D.S. B-5.0 € ; E o� � <br /> E-4--,.� s--3-�.�-` P LYW00 D cn D.S. - - - - - � <br /> ,,� PER /q � <br /> O � E ���,� X . . . ^ . � � � � � � � � � � � � � � � � �� � � = � �� � � � �= � � � - � ,^{ L <br /> � = Q W ��` `�� � �_[ `"i = i O Q ARCH. � »� ( _ � 1 [ � > »� [ �'� j , <br /> � �, � � � ` ; , a, � D-4.0 � I 27 8 \[27'- "] �> ,> � T �27'-0") [2� 8 r � ; � ��; <br /> o '; � � � > ' o � I `r � 27 -8 � � � . <br /> I o ^o J ' { w wo I c•� I 2x6 DF#2 S IFFENER @ 24"o.c. o ( � ` �� p <br /> , ' ��� � - .0 w/H 26N HA GER EA�H END ,n � � <br /> � ( o� � <br /> � I � � � Q <br /> N '; � � c° c�•� � E ' ` _ � ( A-5.0 SEE DIAPHR GM NAI 'NG SCH D., N ; � � w? Z <br /> �. x o 4x12 � ROOF �HATCH � � � ,, , >i _ <br /> � � � �=N cv � � - - �s�2�� STRUCT I OSB SHT. S-3.0, , o PER CH. € � zif-�� <br /> FOR 3x� & 4x6 0 ; <br /> K-4A DF 2 -I NTS SLE � �W w'� <br /> c° ``� # WITH STRENGTH AXIS I i-��� _ STIF ENER R QUIREM� ) ( € � � � A-5A ' � ' I !o <br /> B-4.0 : � _ _ PARALLEL TO SUPPORTS SHT. S-3.0 OR TYPICAL ROaF N � � o � � ` �Z��I o <br /> G 4,0 ; J 4A (10 x4 SHEEI�S) �� STIF ENER IN TALLATIQ N � M I D.S. I i j � � ��W�o <br /> , REQ IREMEN .) I � � a � � � -3>� <br /> F � J �.s. � I 2�'-0"] � � � � �3 W ° <br /> , �- - - - <br /> -- �m �;� <br /> _..�_. <br /> � .� I _�.__� _ � .� ,_._ .,. <br /> � H-4.0 2x12� DF 2 � , �, � � � � ,,.�'��� �_�,_ o <br /> . <br /> � � „ # � � 2� o � � , , - i � � : � �4' � � <br /> � � � � C� 16 o.c. 15 � 0 -0"=150 -0" � <br /> � � � _ _ _ _ _ _ _ _ _ _ J D-4A � JOIST SPACING <br /> MAX. � � o c� O <br /> - �'_ _ _ _ _ _ = ����4x12 � F-4A -- - - - - - - - - - - - - - - - - C-4A � � � � � � �� � A &W B AND IDS � � � � � � � z � <br /> E-4.0 DF 2 I ALIGN FACE OF LVL BEAM g & g � I . v � o � � � <br /> # W I T H O U T S I D E F A C E O F F-5.0 � � <br /> F 5.0 M-5A � a , _ _ � <br /> HEADER F-5.0 H 5.0 [ � � r . <br /> � I WALL SHEATHING PER I RG-r2 RG-3 � R G�2 C-5.0 _ � c/� _ B � o v�i � � � M � <br /> w SECTION F-4.0 0 <br /> c� xQ C-5.0 - » J-5.0 � P [27'-8 I �c <br /> 'n D-4.0 <br /> , i � � � � � � <br /> � `D � I 2 7� 8 2 9'-6"] O P . 3 0'-6"] � � � � <br /> .N � oNo 0 <br /> . <br /> �I � � �° I � ���_:e_�v.�.W,Y��d__ � N v Q <br /> � _ w .._____��__ _ ____ �.� � ?` v � d' � <br /> N � � _e e� �e__ d.�._.�__�..� ��se��r._, � +_ O +r c'� <br /> N ,_ I I '� � � � � N <br /> � �N � � I I � � t�J1 � �N � - <br /> 6-4.0 . � ..�. .��.�.'._.�_.�.�.�.�._ _�.__.�____m__.._�.�____�__�____-__ _�_.�._� ^ __.____._..�.... <br /> _.._.�_��..._�___.. :,_.__,,.�M �..__�._.._ _�.__. _�.,,,...,.__.._....�....�.�.,.�.�.,,�.._. I �R � , <br /> 4X,2 � M E Z ZA N I N E F LO 0 R �_�m__�m_______.__.�..__ <br /> f ,� <br /> D.S. I I`�r'�I I I , I I �"°� �I I D.S: �j yiM� N +''f�'''y� ' <br /> � <br /> ; DF#2 I � I ' � � ;4 , � a � <br /> � �t ' � .. <br /> ti .) a��h� <br /> ---____-..� ...�._..� _�,,.,.._, ..__. �_.__�_...�_� _._....,.���_„�...____�_�.�.._...._._.w__ .� ' <br /> 4x12 DF#2 HEADER I V M I N G P LAN �2��-0�� ' ��._ __._�� �� _� ___''�R�._ ! ! ____ , 2��-0��, � ' _ � <br /> - - - - - FRA �- � �,5 , �� <br /> B _ - - - �-4A SCALE: YB��_1'-0" �SKYLIGHT/ � <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, � � � <br /> L-4.0 2x 1 2 D F 2 3 » a s � Z � e,00 � � W <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 <br /> MAX. � � � � ���e _,�_.�.r_e._ � � �d..d�:_.__�v __mee��e�._.e .._ _ __- m��_e.ed__���.._._...��____� �._..._.r e.____ �d___ ( �- - - - � � Z � q� � � � <br /> PER ARCH. 3) SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT �27�_8» I , , „ I 27'-8"] � Z � ��v' � � � <br /> i SHOWN. ARCHITECT TO VERIFY DIMENSIONS PRIOR TO 29 -6"] 30 -6 ] x � Z o � .� m � <br /> � � . � . � I I Vl V/ W W� O T 7 . <br /> 28'-0" <br /> � � CO N STR U CTI O N. � � � � � .....__.�._.� _ � ___.,._.�.. _._���._��.�_.,��. �..�_.�___... .�._�___�..,...�__...._. ... ..__._�.._ ___._..._.�_. � ,� �� � � � <br /> � ���.� ���__m �.�_�.�.� _�.__ �.._,.. <br /> � �� o � o <br /> B-5.0 � I I � z �m <br /> a ��, � _•_- <br /> � __._�..�..�ww..,.�.�..:...W __._ .�..�.... _..�_�_w___.�_��..____- pq � � � � .� .. <br /> I � �..�_�..__�. _W___._.�.__ __ �� � ___�.�.._.._�__��_ ...._.._�_.�_ . ....�...__ �_�.�.. .. <br /> o.s. � �'°� f� � I��l � �1 � o.s. � �,�o � - � <br /> 1 ' ,�� ' � �� � ' '`� o nt ^ o� a � <br /> ' (� C.� � • 4('� �d' � N U .� <br /> 18' 4' 4' 27'-0" � ��`�`� __� _ � _ �r �`� _ (-'`� � 27,-0„] "' ^��� N.m Q � <br /> MEZZANINE � , , �oQ � � <br /> D IAP H RAG M °RR T , ' o <br /> A � 32LH400 250 32LH400 250 32LH400 250 � � " <br /> NAI LI N G SC H ED U LE � . .. ���..�o � � ; <br /> �/ L----- I ( <br /> � -- ° ( � <br /> � � � �° 0 <br /> /' . �i" _ <br /> F��f�� DIAPHRAGM � II � [29'-6" � N o <br /> ,�` ���.f°'�`°ta BOUNDARY ( = � <br /> � � � � �� � � ._ <br /> ..._.__ .___.__... . __.._�.... ._� <br /> ----- - - -� - - D <br /> � NAIL SPACING � NAIL SPACING � ;.��;� .,� 11 � � i �-- � � � �_.�� �_..__� ���_��. �_.__ .�__��_x....� � ..� �... __ �..__.. ..� __� ..��_� .._.�.� _._�.�...� ._ �.�m_.R � o <br /> MARK ALONG CONTINUOUS ALONG OTHER ;��`... q , , �\ _ �� I I � <br /> > „ 27'-8"] � � I..L_ <br /> � � ,: . . �; r � [27 -8 E-5.0 30'-6"] � <br /> PANEL EDGES PANEL EDGES ` �,, . .,,-, �,, � ,l Y h /� � � � <br /> �° I , � / � _- _,:� _ � .. __.._...__�_�.�__ .__�.�__�__�_____:._...___._.__W._.._.:�.... __._...� �__._._� <br /> ��� ,� �i I __ _�___._�__.. _._ - _ �E-5.0 _� _...____._._�. �___.m o <br /> � . <br /> O N.A. 6"o.c. �= � � �__,- - ----- -------- ---- � I B-5.0 N O z <br /> . .; ,;�. i <br /> � � � ���,�� i DIAPHRAGM DET. �aa � � � � � � � � � � O <br /> 0 <br /> II 6"o.c. 6»o.c. �' � �. �:�� � BOUNDARY � __ �__�. _ _ __r_ V rn <br /> r�/ " � % � ` <br /> F-- <br /> �;� `<�', i D.S. � � `� I � �� I ��''� �� � D.S. � � V <br /> ,� ��� � � <br /> - , , , <br /> , �, / , c.� , <br /> ��"�e.. !��.* '�. . � . i� f <br /> � `,-,/�.'F A : . )1 )) ' '�!� �°4 +� . I � . . I � � - � �� 1 � �S I � .� � 7 , <br /> � J 9 -- � � . . . � . .... � .e..,...�_..m.._,.,,,n..,..`....._. ..m... ..._..,..�..... r.,.,_,..._.. . ,�e,».... .d...._......,..m.e._.... _d..e....�.._..__._�..,.m,�._ ..m...d ....,......_,_.,.. . . ,.,,.._..,.._.e. ..,..... .P e............._ ..._..__ . � <br /> � . (II� .�� � 3 o.c. 3 o.c. '�� �F , �27�_0» � ���� 27'-0"� O - <br /> I aI � f � Q w L <br /> �- � __. _ .� _�.��� __. _ <br /> ��� � �� ��� � B ��� �� �� <br /> _ �. � �� z <br /> . � � �: <br /> � 2x6 DF#2 STIFFENER 24"o.c. I `� � w (� <br /> . <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 /> � <br /> 0 <br /> � <br /> , <br /> � <br /> �, <br /> � <br /> Y . . � � . . . � . � � . . � . � � . . <br />