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GOMPi�SS I ON P45T � 12 GA. VERT. HANG�R GOD� ��C�U I ��M�NT� HEAD�R A5 <br /> 12' -0" 0. G. E. W. � 4' -0" 0. G. AD�..!. c,{J5fi'EN1"1�D GE I L I NG 5YS7EM TO CAMPLY W I TH: PT SLAB FAST�NERS P�R �E�' � <br /> PT SLA� <br /> , HANGER 5IZ� AND q9TM G 635, ASTM G 6��, ASTM E580, SEGTIDN � - 5EI5MIG STRUGTURAL 3/4" YY��.(.. P�R <br /> . D�� � LOAD I NG PER GOD�. UESI GN GATEGORI E5 D,�, ANv � oF ASGE 7-i o. FAST�N�R DE�''TH MAX w�p G� PLAN <br /> �P INTO NT SLAB AROU�ID H�ADER � /,� <br /> � 1 AGOUST I GAI. T I LE OR L�Y-I N PANEL GE I L I N65 SHALL AL50 GOMPLY � � � . 5�� R�L I GHT �j'� /°,����,�f���;�f � <br /> `'� j W I TH TM� �OLLOW I NG: //`� ii i �� ,/�/// i� � <br /> ° � �� ( a. The w i dth of the �er(meter support i ng c I osure sha I I be �XI 5T. PT �LA$ �L�(ATI ON5 i /�'��--�- � <br /> 12 GA. 5PL�4Y �� �, 3 TURNS not f ess than 2" . WF��re per I meter support i ng c I i ps are , ,� �( � �aEALANT <br /> � W I f� r N PLAN� M I N I MUM �5��, �hay sha I a ba c�ua I i�F i ad �n ac�ardance w i th appr�ovQd � /2" SA��TY ` : , STOR��RdN�" � � � <br /> % ���, �� tes t �r i ter i a. I n e��h or t h Q o n a I h o r i z o n t a I d�r e c t i o n, A C�T p�fi� R��L E G T�D �X T�N D G W B T a <br /> 0� �AGH RUNNER �,� 9 GLAS� ; �R�MZN� � � � <br /> �� GR055 RUNN�R one end of the ce i I i ng gr i d eha I I be attached to the G�I L I NG PL�4N UNDER5I l�� �� � p <br /> o i osur� ang I e. The ��ther end i n each hor i zonta I d i rect i on � �X I 5`f. R00� DEGK '-' � <br /> MA I N RUNN�R � ' �``� �� sha I I I�ave a .75 u c I�arance from the wa I f and sha I I rest GON5T12UGT Y�IALL FROM ; � � �- <br /> �, <br /> a� I �M I G �1��rG I 1�C� � �ppn ar�d be free to s I i de upon a c I osure ang I e or channe I . 10' �-0" A. �. F. TD ' � ` -----�iT�R�i�ONT 5/8" GWB : GONT. MTL. TRAGK � � <br /> b. For ee i I 1 ng area� exceed f nc� 2,500 5�,uare feet, a ! ' ; i I N T�2AGK W/ ( 2� O <br /> + STKUGTUR� ABc'�V� W/ ; , , �R1�M I NC� �A. �I D� F-- � <br /> ' �� M/lX sei5mi� 5eparation jc�int or fuli height partition that ++ � ; �, <br /> { 5i8° �wB oN INT�RIOR � #8 SGREWS �MBED . • <br /> H A N C�A R A T T A G�I E N T A T T f�G H T E E S A T b r e a k s t h e c e i i i n� i n�o a r e a� I e s s t h a n 2,5 0 0 s q,u a r e f e e t i- <br /> 5�� R�L I GHT �� �� � o <br /> � S T A i�T I N G A N D O N� each w i th a rat i o of the I on g short d i mens t on I ess than or �AGE OF WALL. -�--� 3/4 M�4X AT 24 O <br /> i�U N N E� e ua I �to 4, sha I I be rov i ded un i ess structura I ana I ses Y �L�V�T I O N 5 o/G P L AG E N�A R �' � � <br /> , '���-�__.� o �D J A G E N T 1 N A L L O N L Y a P � M�T A L, <br /> are performed of the ce t I i ng brac i ng system for the B R A G E ��'A M I N G P E R STUD hIALL FLANGE dn <br /> ��I L I N� TI LE F, 0. W A L L p r e s o r�b e d s e i s m i c f�r c e s t h a t d e m o n 5 t r a t e t h a t c e i I i nc� S T i�U G T U R A L � � <br /> WALL P�R PER PLAN <br />� penetrations and clo��re angles or channels provide � tLl <br /> � ��� PER I M�T�R 3/4° �� fi�LP�N � � . <br /> E--PROV I DE 3/4 M I N. suff i�I ent c I earance to accommodate th� ant i a i pated i atera I i�G`I' PEi2 RE�LEGTED aj � <br /> SUPPOi�T TRAGK GL�RRANGE AT OPP. d i sp I a�ement. Each �rea �ha I ! be prov i ded w i tl� c I osure GE I L I NG PLAN �` � � <br /> �D�� �������� WALLS ang I es or channe I s 1 n acCordan�e w i th ��ct i on k 3.5.6.2.2.�a � p � <br /> and hvrizontal restrcaints or bracing. 5ection 13,5.6.2.2. <br /> 1��� ���� �� I � I �� T I �� ���� I 1�� �� I � I �� fi���1� I fi I ��l ��� I ��fi �I�M/ #���� ������� I ��l T���� <br /> � � „ , �, � „ , �, � , �, _ , � _o�, <br /> � � NO aGALE 1 /2 = 1 -0 1 � 1 -4 , <br /> R Q� <br /> � .,._. . �"� � ������,,�'`�y~u._.__�`` _ Q�-----1 1 /2" 0. D. �'I PE RA I L W �; � _ <br /> . � --�.,44 �.�� _� ---�.,. � � ���`�,''�--- � �,------�--�m.�� � 1 1 /2" 1 1 /2" 0. D. M�TAL , � ; Q <br /> � <br /> �� - I <br />- �`�.� �```�,��~�,,���'-�.����``�-��°'� �.` ,� P I P� HANDRA I L. � � � <br /> � �XT��ID HANDRA I L A5 � A � � <br /> � o �� ¢ ¢ . <br /> 1 1 /2" O. D. PIPE P05T5 �Q' D BY �D�. � :�, � <br /> � 4' -0" O. G. MAX. 1 /4" X 5" DIA. ��TURN �NDS 1Y�'. �; - <br /> _. PLAT� W I TH H�LC-5 <br /> � �OR ANGHORS �Y�NL.Y <br /> + ��� m o �-- 5�'AGEI� AROUN� v <br /> � _ � � � � <br /> � � � � � <br /> , ^ �p 1 /2" 17I A. M�TAL � o °-°? <br /> �AR HANDRAIL � � � v <br /> . �UPPORT AT EAGH �;¢ N N <br /> _ " � P05T OR �T S� _��� o � � � <br /> b- (3) 3/8 DIA. �XP. = 0. G. MAX. � � �.' `� <br /> ANGMO#�5��AT G�NG. � � � � <br /> ��ALL S��L 3/8" X 2" X 4" BASE PLA� W/ U�� 3/S DTA SF���T <br /> . M�M�ERS T'0 �E 1 /2" D I A �OLT W/ hlASH�1� I NT4 M���L SGR�1N5 I NTO �^______...��G� 0� l�,�LL <br /> G�LYAN I Z�'D ��T�R }�D I DROf' A�1�4-�OR �L T i7 BLKG. AT OR Pt�ST � <br /> M�TAL STUI� ��MG. � �� =a,� . <br /> � ��BRIGATION AT � � <br /> , �tl� EX�R I OR LOGAT I�N5 <br />_ ��� ���� �10� U��� 1��� U��� °� ������ I �/�l������ I � ��1���� I � �:�:..�_� .:. <br /> � �� � ,� „ , �, � � � � � _ <br /> � _ � �� � �1 � �� _ � � _��� 3�� � � _��� , <br /> 1 - 1 -0 1 - 1 -0 1 - 1 -4 �' <br /> 4J ( 3� N <br /> � <br /> �'y y � �`�-��✓ �`"i.�'�...�+�-•��'`. '^r"ra.�+-„'� �_.�+ f , � �' � <br /> ���0 y�-�-'..."-...` .., . <br /> 4`°°"-v..r.� ��f � ✓ � I oo n FfANDRA I L PER n�T. �`�.e.�.�.�._���� '`+, e"��~�",,.,�a <br /> � HEADEi� A5 °��.� ��..�_�-°° 16 nWG. A 1 . 2. `"" F � , F; , <br /> R�G2' D. Ydl�l�L PER o , f <br /> ��� q <br /> SEAL ALL PLAN �---�- � � r,' <br /> ----�-..� <br /> � fiROUND <br /> WALL �'ER �'LAN WRAP GWB � 1 1 /2" �. D. M�TAL P I l�� <br /> AROUND Of'N' G. STOREFRONT `°�- P05T�, �ND TOP RA I�.. <br />_ M�TAL STUL> FRAMING . <br /> �'05T5 � 8' -0" O. G. MAX. <br /> � BLOGKING 1 /4" SA��TY 5TOI2E�RONT � <br /> , 1 -1 /2° X 1 -i /2" - - _ <br /> � ' M�TAL ANC L.E GONT. C�LA55 �RAM I NC� - - - �_; � m 1 -0 <br /> _ � �� <br /> �J] - 3/8°' X 3" X 6" �A�� <br /> ��-A�T �TORE�R�NT FLATE W/ 1 /2" D I A BOLT <br /> • 1 /8" � 5GR�YV I �R A M I N G W/ WASH�R INTO HDI DROP <br /> I —WALL PER 1 /4" S�FETY ANGHOR <br /> THROU�H �L.OGK I NG , <br /> r AT 12" 0. C%. M I N. — i�LAN GLASS <br /> , STORE�RONT t /4" SA�ETY <br /> ��M I NG � GLA55 <br /> EX I ST. ST�+I R � <br /> � <br /> � <br /> ��� 1���� ���1����� I �1� ��� I ���fi ��� I ��� �1�N� #���1��� I � ����1�� I O�l #������ I � � <br /> � � � ,� � �, -- � � ,� _ , „ � � �, � „ � � �, o � �, � � , �, � , � -o�� <br /> 1 = i -0 1 - 1 -0 1 = i -0 1 /2 - 1 -0 � <br /> � .� <br /> � � <br />_ �._ }� <br /> ' � � . <br /> �. W.._��-- ��.�� � : <br /> ��.--�-J�--��,,�� ,�, <br /> �.....� � <br /> I,— <br /> + �° � � <br /> .� � � <br /> , r . � o <br /> � N <br /> � <br /> O � � <br />_ �, � 'S <br /> E a S � <br /> a.,, � Q .�., .r..i <br /> � c -,� � v t-`�� <br /> F-°'- �— t� w' m � <br /> _ <br /> 0 <br /> U <br /> � Drawing: <br /> r � . � <br />_ Job Number. <br /> " 14�C-3542 <br />