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1/2" VI NYL 1/2" VI NYL R ev i s i o n s �
<br /> COVERED GYP. �COVERED GYP.
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<br /> � - - - � GLAZING MOLD Description .
<br /> HORIZONTAL GASKET
<br /> �POLYSTYRENE POLYSTYRENE GLAZING MOLD
<br /> ''� CORE M ~CORE
<br /> �'"���������� �� - - - - �
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<br /> . -� �1/2" VI NYL °`�.'" , `��,`',.� PAN EL
<br /> �1/2" VI NYL
<br /> COVERED GYP. COVERED GYP.
<br /> No. Date
<br /> TYP I CA� STARRCO "DL" PANEL TYP I CA� STARRCO RE I NFORCED "D�" PANEL W I NDOW S I�L DETAI L �escription �
<br /> 4 1/4" 1 3/4" 4 1/2" .
<br /> No. Date
<br /> #12 TEK � __, . ,.
<br /> M .� ,•, , _ ;,. � , � • ..:: Description
<br /> 24 O.C. (TYP) +` ' Y �' ` �r�+ ,w;r� �� �a .�¢.v r.�;�•r . .
<br /> S �':, ,,t f" ;.�'y;:,�5�'t 3 �,�•.,��'i t�;. ;.5� t ,�.#;.:,.'x't
<br /> HSS STEEL ,>�,, � ,, ��r �;� ,� :.,.;�<, ,>,;;.... ,;:r:* ;�.;�::..,::��� �,�;�.�;,�,:�t�
<br /> —•--- � i # � d �
<br /> TUBE � � � � j � � �
<br /> , ,
<br /> i � � WALL PANEL� ' � � ; �
<br /> � r � �NP� a � � � � � � �
<br /> � � I'7 � � I� \ � I'7
<br /> `�' .� . WALL _ a 3 � �
<br /> , �.. _. _ .._ � . :
<br /> � :.nx. r+^ti; �"�� '.l �•4, ��• . : : ' t ��4 �! . .. �, ,�. y .
<br /> •�,, i �, �i'7, ,i �i' . •'1 i , ;� 7, ,t'1 . '•1 ;i � . '1
<br /> .— ,�<t•: .�...,�, STARTER :,�� t, y � s � . � a;� �,► �. . Y � f y+: � �,� s'Y. . � �,: �
<br /> ..�� w��, !�7•:�4 a y it. 7.�_ �.1 � � ��. �: �S f 1 t�.•� �t �.3 d � 1•�� i.' t 1 �• � � t:' t
<br /> �. ,.p . . 1. .�� !f . � I . . !._� •f.... . Y I •1_ .N !,
<br /> Y" .l .t f�; t� � �f ♦ � t �•, t� w /,� t� w
<br /> t� :S;'�i't, 1lt�' ; � O
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<br /> ���:'r' +�}•'r� #10-3/4 TEK 3/4" PAN EL 3/4" PAN EL � �
<br /> z� � � V ,
<br /> . ,� �,a
<br /> ~"�'��� '��' 24" o.C. (TYP) ENGAGEMENT �,:�:w� - - ;�,�• ENGAGEMENT � > � � � �
<br /> � � 12" O.C. FOR TYP r:��' .�;x� 1 ��.. J � c� �
<br /> 3 3/16" LOAD—BEARING ( ) - � � �
<br /> ;�.»;.s�:: i?r•�,', ���/ ra�� � O � tA
<br /> APPUCATIONS ','�^"�' ;;;%��'� � m cMo M �
<br /> �-� : �•.•, � o
<br /> WIRE STUD COVER (TYP) _ . �t.� Q � � � U
<br /> WALL PANEL (TYP) WA�L PANEL TYP � �'". � O T � �
<br /> ( ) � � �, _ �
<br /> WALL START @ STEEL TUBE - TYPICAL SS3500 WIRE STUD SS3000 H-STUD CORNER POST ��,, � � E �
<br /> +."r,�� � � I (/� .
<br /> 338 � ��2�� �-' Z � w �
<br /> � ��
<br /> 1 .5—B22 STEEL CEILING TRACK WITH LIP STUD HALVES CNP) , _ �' p � M u, Q
<br /> BACK—TO—BACK ��:.� � _ � � L
<br /> C . RO�F DECK �-� oC w �
<br /> (ESR-3818)
<br /> _ '� oc , ,
<br /> CEILING TRACK �,� ¢ z � �
<br /> WITH LIP °.� " � --.�
<br /> ........................ ..........................
<br /> °���� .�� o �- �t d'
<br /> ........................... ..............................
<br /> � ''��E�2�-��,"y. � I` LL r T
<br /> y �r��,,�a. r M M
<br /> v S°�s%�e, � T- �
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<br /> �. ..• � ;��r�'i `i'b!t•j � G7�� (I 1 P, .
<br /> ',>'• ;: �' x„';�• ;;;�r„; #10-3/4" TEK
<br /> � �� SUSPENDED �' r�''��`��' ���'"v
<br /> • .� � •�.
<br /> , ACOUSTICAL �r��%�'� ..M� SS3000 WIRE STUD ASSEMBLY .
<br /> �`• �:1 r�_ ;Y:Z:`:
<br /> '� 4•
<br /> r� "��;' ELEVATION VIEW ROT. 90'
<br /> �j� � CEILING GRID ��r�{ �r.;•; � � ) �
<br /> ��� � U
<br /> .., a._.,..,. :�.F
<br /> If• • � . �.F\1 A.!�
<br /> ;:• ,�` VERTICAL� �;;�;;i: '';;;;� 1 PRE—DRILL W7/32" HOLES IN ONE STUD HALF.
<br /> .... ........... ........
<br /> , ... .. �
<br /> ..,...,.,.. •
<br /> .......:........_...........,,. . ....,.�:,.;..,..
<br /> ,,� �--. .............. . ►-.�c:r,
<br /> '' � EXTRUSION ' ' `��'��' DRILL FROM OUTSIDE STUD HALF TOWARDS CAVITY TO
<br /> �� .,., � SELF—ADHESIVE CORNER CAP HIDES ���'�� �Gti'�� AVOID BURRS BETWEEN HALVES. THIS WILL HELP �
<br /> •:;' . CEILING WALL ANGLE CORNER CAP REDUCE MISALIGNMENT DURING ASSEMBLY.
<br /> `'� L1 "x1 "x3 1�4" MITERED CORNERS � 2. CARE SHOULD BE TAKEN TO ENSURE HAWES ARE ., �
<br /> WALL PANEL (TYP) ALIGNED PROPERLY WITH TABS ON OPPOSITE SIDES. �
<br /> �.�.��
<br /> P�ENUM SECTION CORNER CAP DETAI� CEILING TRACK WITH L.IP BEFOREAINSTAL ING ST D SNTO �OOR TRACK. PLATE �
<br /> .5—B22 �
<br /> , ', ���y , ,°��y � � � �� �yy - � '� FLOOR TRACK CEILING TRACK CORR. ROOF DECK W
<br /> ���_ � ,� FASTENER
<br /> , . �; �a_. . �Y, a; , , .;�, .,. � . WALL PANEL (TYP) �(ESR-3818)
<br /> �� �i e��`�'+.� � � (BY OTH ERS) z
<br /> �,,,;;s. ����;.:� ��„ �� � .��a:! J:��`+ -
<br /> �`''` � ��� �A ;;z��,; ;�w�r FIBERGLASS BATT
<br /> �, '� q� ° °� ` VERTICAL �t"�' ��M'�'� INSUlATION (OPTIONAL)
<br /> � � � e� ' ... . .. `. � `.,r,• , . .?!
<br /> r� `° � ' .
<br /> ,, y �
<br /> , . .�. ,� � - , E .,�.w ,,,,
<br /> �� � ,� . � � •�� XTRUSION �,�:;.,� ,,y�a:
<br /> CONCRETE FLOOR TRACK FASTENER: t. • � • ACOUSTICAL CEILING �
<br /> ; � ` �� r,,;,,;�; �� '� �_ �
<br /> � � � i `�. �•�.:R � � �'' .,�' �,.,..►ti } �,�.
<br /> ��` ' � ����� �"�" � "�"�� � ; � * HILTI X—U POWER DRIVEN (ESR 2269) ���-�, ;;�; �
<br /> � » =•k": y r; �—CEILING WALL MOLD �
<br /> �, , � �i * 0.157 � SHANK '`>'"z� ° , �`•• - �
<br /> ,, ;«. ,�,.t-
<br /> ° ' * 1 1/4" MIN. EMBED. FLOOR �'"'*'�' '`"'; � `V
<br /> . ;;��;r�� w: �
<br /> � ' � � ' ' * •°''Q#`� "�"�f r' UPPER WINDOW PANEL
<br /> � SPACING � ENDS OF FLOOR TRACK TRACK �.w•.�,�; .�.��,; �
<br /> �� ' � � � � i �� AND A MAXIMUM SPACING OF 12". '''•°�"e� 4:�`��: �— � ,
<br /> ���� �: �, �.:
<br /> . � �`s �� �..; ,.,�--
<br /> � 5' -: � �� ADJUST SPACING TO NOT FALL �
<br /> . � ° ��w . '#~ UNDER ALUMINUM STUD.
<br /> �,��,Y - .� ,,� �, , . m
<br /> �;�„�:�,?�� = W .
<br /> i -� 3 3/8" _ ���4�, T.S.G. � �
<br /> FIXED WINDOW °'
<br /> . . 8/15/ 019 � � o
<br /> FLOOR TRACK � � _ �
<br /> � � U
<br /> = Drawin Title
<br /> The seal(s) and signature(s)apply only to the documents to g
<br /> AITACH C� SIDE WALLS WITH #12 TEK SCREWS 12" O.C. 1 .5—B22 STEEL responslbi�ity forfall o her plansespecfic t onsestimates, � , '
<br /> CORR. ROOF DECK reports or other documents or instruments relating to ar � Standard Wal I Deta�Is �
<br /> intended to be used far any part or parts of the architectural F—
<br /> (ESR-3818) or engineering project. It is not the intent of this seai to cover � 2 LOWER WINDOW PANEL �
<br /> any part of the electrical or mechanical elements of this project. � � �ob No.: 44233
<br /> SIDE LAP FASTENERS SHALL BE #10 � - _
<br /> OR GREATER FASTENERS 12" O.C. l��owestmarkv�ive � �J ,
<br /> McGINNIS Saint Louis,MO 63131 � � � Checked By:
<br /> &ASSOCIATES 314-835-1224 �
<br /> STRUCTURAL ENGINEERS mcginnisstructural.com � � � Drawn By: amarshal
<br /> PROFESSIONALLY LICENSED IN ALL 50 STATES � FLOOR TRACK Date: 07/15/2019
<br /> McGIN1VIS PROJECT No.: 26213 /� � Scale: N.T.S.
<br /> ROOF DECK SHALL BE SECURED GENERAL NOTES: ---EXISTING FLOOR Sheet No.
<br /> NOTE: TO SUPPORTS IN 36/4 PATfERN SHOWN 1. ALUMINUM EXTRUSIONS ARE 6063—T6 ALLOY. ;� /
<br /> FOR LOAD BEARING CONDITIONS USING #12 x 1 1�4 TEK SCREWS 2, LAMINATED PANELS ARE 3 THICK. ACTUAL PANEL
<br /> OR STEEL DECK SUPPORT, REFER DESCRIPTION SHOWN ON WALL PANEL LAYOUT DRAWING. �� �
<br /> TO ADDITIONAL DETAIL SHEEi'S 3. TYPICAL PANEL ENGAGEMENT INTO VERTICAL EXTRUSIONS
<br /> IS 3/4".
<br /> ROOF DECK CONNECTION DETAIL (ESR-3818) 4. DETAILS SHOWN ARE TYPICAL. ACTUAL PROJECT DETAILS WALL SECTION - TYPICAL
<br /> MAY VARY. REFER TO INCLUDED SHEETS. 0
<br />
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