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W/ 600T300-43 TOP TRACK � � , ROOF FRAMWG PLAN NOTES: <br /> 'n I � � & 600T150-43 BOI� TRACK � � � � <br /> � � � � TYP AT SCREEN WA L � 1. STRl1CTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S101, S102 AND S103. <br /> � I � � � � � I � I � � 2 � � � i <br /> � � <br /> � i � � � � � 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. <br /> �, � i � 9/16"x22GA MEfAL DECK � � 9 � � ` i � <br /> . ��_._�.�. . w___ ____._.�._...........__...,.��,.__ ._.._ �.�__ __m�.__.. .._ , � s ,,��i_,�,��.��_._ _P R.....PLAN..�NO.T.ES..�� `._� ��.�_,�.�.... _ w._ . __�.. �... � ___ _._._ �_ ��m_.._n�.w_ .__ ._._�_.�_..._�.��.�__._ . ._ _..__�.... _� __.�..��__. _�16 x22GA MEfAL DECK ; � � i 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL PLUMBING ELECTRICAL AND SPRINKLER DR,4WINGS. <br /> � ��� <br /> � � � PER PLAN NOTES . �_--.-... . __. .��.m.�.��. _.� _ .��_ _,� � _� _ _ _ _.._ _ �� ..�... ..�. .�.._ � �.�..�.�._ , , <br /> �� � T�DECK VARIES � � <br /> � ' T DECK VARIES � � 4. M�1�AL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. DECK TO BE 3-SPAN MINIMUM WHERE FEASIBLE. o <br /> i4 '� i PER ARCH � � � i <br /> � � ° r:��- ���°r - � PER ARCH � � ATi;;CH WITH (4) #12 SCREWS AT EACH JOIST AND #10 SCREWS C� 6"OC AT SIDE LAPS AND EDGES PER 11/S602. " <br /> ��u�� .� <br /> � � i i � � � �,v.ti� e� ,w.,�q„„�ti�.��� r� i � <br /> + i 5. BEAM AND HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. BEAMS TO BE UNPUNCHED � <br /> c� 15/S606 i � � � � � E � � o � �oa'� � � I � � � UNO. � ~� <br /> � , � � � TYPICAL INTE¢�IOR : � .��� ; �y <br /> ° i ; � ______ RIM TRACK � � � � � � i � 6. ALL HANGERS SHALL BE TOP FLANGE BEARING SIMPSON S/HJTC TYPE UNO. �o°-�° <br /> i <br /> , __ _ <br /> � <br /> � r�cn <br /> ! <br /> I <br /> i - <br /> � <br /> I <br /> Q u� <br /> _.� __ __M.__. _.�.� ,.......__.. .�. .i. � _..� � �..�_���� �__ ___ .,_.�,��..�.._._g �. �__ .�.,.�,.�_��.._ .�_ w_.�.��.��w__..�.,_._... �m.. UN0 0N PLAN a � <br /> � .__.__ .�__�_� .�.�.v�_._.� �,.,M�_�m3�.��.�n����m�. �,,,€�. _,.�. �._._,.���..�..� �_,. ,�� �._�.�.�,.._ _.s. w,,.,� ._ _�„�a...,,,�,ms �,� �._._,.,,m���.�__as�w.� ': � m z a� z <br /> � i � . ��.._...1�i70�7Y2Q0=5��.�tm _�,. s ,_.__�_�.� .� _�,.w,.. �.�...x�e��3,� ,� �. ___w w.�,�. s, 7. PROVIDE PROPRIEI�ARY JOISTS AS REQUIRED TO MEEf UL RATING REQUIREMENTS PER ARCH. �n�-�o <br /> � �� �_��.___����e�. ._-- ___��...��� <br /> e_�_ �. _� ��w� <br /> � i i i � � � �. s,��.��� �- . - ��� �� 10QOS200-54 � I �. �o+�� �i �°o w�z¢ <br /> � �t „ � � i � � � � JOISTS C� 24 OC , +�'�- ,�,5`� � � � 8. RIM TRACK SHALL BE PER PLAN. ATTACH W� (3} #12 SCREWS AT EACH SINGLE OR DOUBLE STUD. AT DOUBLE �J���a <br /> . �._. _. ..�. �..�...__��Q�,_1.�2=.43 C� 2.�..(�.�..._,_,.�. _ ! M..n...�.Pe _�_._...�.,� ��_, �_nw��..W�.�...._.�._.._ ._._. �..._�.. .... ....,�.. � .�.N,,..�.... _.a _. . �_. i__ ��.�.! ___ ,_.._ m�,m. .�_����.�_. � ��. � .�.�.,�_...���_� ..S60 !...�_ ��..�.._� __ �w.�_ .� .„ `� ._ ° 2 C6x10.5 TYP � JOIS�(S, ATfACH WITH (5) #12 SCREWS AT EACH SINGLE OR DOUBLE STUD. ATfACH RIM TRACK AT HEADERS PER �¢<c�o� <br /> � � 2�- � ��...�... � �,.. �_�,�_..�._ � __ ._.m.� �,_ . _��.�.. ��ro. � H. ..�.. _,�. ._._.w_.�....,�._��. �.. �_w._...��.. w z�>_ o w <br /> � � j i l � � i i i � � �� � �AT PARA�Ef WALL -.�-m�. �__.�_.��.� ��a �. .�.__�� 14�S603. a��_�'�> <br /> ' � i , <br /> � � I � i i � � � � ��+`O+ � � � i � 9. ATTA,�H EACH JOIST TO RIM TRACK TAB WITH (3) �12 SCREWS. WHERE DOUBLE JOIST OCCURS, ATfACH TO RIM � <br /> �rr��� <br /> � � � � � i i i _ � ___ ________ � ,�,5 � i TRP,CK TAB WITH (5) �12 SCREWS. � ���_�.�.� <br /> � `� i � i �- ------�----- � i <br /> _.__. <br /> �, N � i ; i � i 10. BE�';�iNG 5TUD, SHEAR WALL, HOLD-DOWN, AND POST BELOW PER STUD AND SHEAR WALL PLAN FOR FLOOR � N o N�°�� <br /> __ �.......� _...e. . .�..����._____ _...�.._,���, .�_�_ � _....._�.���. _.����.__-_._____� ��.____ .,_.,.�._.__n��.����.. �. '� � � �_..�._�........,. a w € �.�°c � i <br /> � �__ ..._ �..� _.� �.. ��. _. ��_ ____..__ .i_,���..� _.� _�_.. ._e .�.��.��._�__..�+.. _._�� �.���...� .�� �.�_...m� �_ ���. ___q � ,._._..��.w...� _w . � _ . .. � . . _-=--=-"_ --= _. _. . . . _ r _. . .. . � . m .. _.. ...._...�....�.._..�� r..... .�..�.�..�.._... BEL�W. o o"a o 0 <br /> r =� � i � ____� I � � �+ ,� ,� � ,� ��� -------�-----� -- --=�----------�--------------------� . <br /> _ _ <br /> . �V- <br /> i- � + <br /> ,-,. .__�... �_.. m__.._ ....� _.._,�..�____ .,,�,,,,,�,,,, �,.. _. I � <br /> � � _l. .��_,.��,..,�„�,,,��____._ �,��. � �_. ..� _�._..�.�_.�.�.x.�,.��__ , �,�����_ �... ,F,__.�. �,.�. .��. _ __,_ ,�.��__�..�___._:W � �. ,m_..___� . ,..,��� _,ww_..w, `�.��__.�.�ma �� �.._____ �O __.. �O <br /> _..,,_,,,�„_e �._.� �O _�,,. 5 �..�.� _ _._ ___ ..,..,_.._..a�. _._ <br /> �� w� � i � � � I � � ,�`? ; � �+'o�' �co+ � �rp+ ��, ------- --- -.,--� � ---. ��_� .__. ..�.__�..___ ..,�.... .__. W___._.,,,.,.m�..___ ____ �..�. __ .._._..w....._., _.._. ..�...__........_. 11. CO�JTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND ALL TEMPORARY BRACING/STABILITY OF SYSTEM � -- �v <br /> ____ ____W...,,m .t.�_ �.__.mm___.. A��. __.w.�.m.,.,_. ,,_.�_ ___ _._�.�..w_�_.__ � � ��_ ��!.____�. �,,.,�.,_ __�. .__.._ �,,,�.�,.��,.,.,��. � _._,.,m�..n,.�....._�..__._. ._dw. .�__. �_.._____.. _.,,. � W . � � � � <br /> � R�...___._.w..__..�....�.� � .. � �m.�._.� i� __ �. �__w�_.. __ �___.�_.�.��.._�. ,..... �.....�.� _.. �_�..m..� .�. i . �+ �, �, �,, 4 �,.._.. __ u.� �_ _�....._...__.__�aw�. _.__ �.m�mdw___ _..m. .�_. �. _.�, _......._e._ �.�, �.._.� DllE TO CONSTRUCTION LOADS. � <br /> � issuE GaTE: 0�/0�/14 <br /> (� �-��- I � i � � �o.� � i � .�`��'�O� � � ,y °° � � C � 12. 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DRAWN BY: DCI <br /> ...., <br /> � __. _ __._ . �` � � � � -`����.:b, �.�. � � �� , � .,, <br /> _: ., � ` � <br /> � `� .. , _���,,: • �� <br /> �� � ' �� ���� ��� LEVEL P2 <br /> , <br /> ��,,.�.�.._�����,�.�_._�,.�w,. �...,.� �__�,��:;.�._�� , _�a..� � <br /> � _� _��t�,.,.�:��._ -.�.N._ �,..�� <br /> � ���� <br /> � ����� � - ���. <br /> � � � � _ �w.._,.�. �.�,..��... �_�_W,��_.,.��., ,.,,..��_. ���� <br /> �.�..�_ � � ���� . ..����.n.�._,._,.�..�.-�..�,.�...,..� .. .... :� � . <br /> y: _ _. - _ <br /> �. , ,�_ � �.. . � . <br /> _ _ _.w'�.---� a�ti� .�.� � . �.�,� ��.:� � �� _ -��� _,�� �� �F� .,._�. <br /> � = � CHECKEU BY JB <br /> ,. <br /> � �- <br /> � '��` � <br /> � - � _ � � <br /> �..a . � � � _ <br /> � � LEVEL P3 STRUCTURAL <br /> �� ������ ���f���`��A � FiIGH ROOF <br /> NOTE: FRAMING PLAN <br /> OVEI�A�L PLAN VI�W OF PA�APET AT UPP�R ROO� TYPICAL SECTION AT PARAPET STUD,� TO AN�LE DETAI� SECTION OF ANGLE CONNECTION AREAEOF WORKS DESIGNATE <br /> 2 3 5. <br /> � HICH R00� FR�4MIIVG PL�4N ��: A' �� <br /> Z SCALE: �����=1'-0" ����, 'y ` <br /> w <br /> � � <br /> � <br /> 100341-S213.dwg 3-Ju1-14 1:14 PM rcarnahan <br />