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(TYPIC�L). SEE STRUCTURAL � TYPICAL CAP � � � � <br /> ` ; ' � DRAWINGS FOR ROOF ELEVATIONS. ROOFING <br /> �; � � � CONTRACTOR TO PR�VIDE CRICKEfS AT HIGH � �g � � R OS�ING AT OFFICE <br /> ` � <br /> 3 E;-- S I D E O F A L L M E C H U N I T S A N D A R E A S R O O F D R,4 1 N <br /> � � A1.3 OVERFLO RAIN. � � <br /> � ; ; NEEDED TO ASSURE i/�/FT. 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F <br /> , ,,,'�a � � <br /> 2" ABOVE DRAIN) INSULATED METAL F'���R � STAINLESS STEEL FASTENERS WITH INSERT & COVER PLATE W <br /> WAL� PANEL ��� NEOPRENE WASHER AT 24" O.C. (THROUGH <br /> ROOF DRAIN. SEE CIVIL SYSTEM � ����� PANEL) 1 1/2" x 1 1/2" x 1/8" ALUM. ANGLE STIFFENER AT 36" O.C. � <br /> SINGLE PLY ROOFING ON RIGID DRAWINGS FOR TIGHTLINE � 3/16" x 3/8" CONT. NEOPRENE <br /> INSULATION ON META DECK. SEE STEEL GIRTS AND ��� f � <br /> STRUCTURAL FOR ROOF FASTENERS BY :�� ; <br /> � ^ PRE-ENGINEERED <br /> STRUCTURE FRAMING � -6 BUILDING SUPPUER <br /> RUN ROOFING INTO DRAIN , �_ SPLICE PLATE � � � <br /> STEEL GIRTS AND <br /> _______ ---- - O <br /> � 1/8" GALV. STEEL PLATE OVER FASTENERS BY ���,„ .� ',� V-34 VINYL SEAL i W � � <br /> INSULATED MEfAL ����� � � '- „ � � � � p � � <br /> 60' I TOP OF DRAIN TO PROHIBIT RAW PRE-ENGINEERED ��r� � TENSION BAR � 24 O.C. _ '�/ <br /> WATER FROM ENTERING DRAIN. WALL PANEL BUILDING SUPPLIER �� N 1/4-20 X 5/8° P.H.M.S./S.S. W/ NEOPRENE `i� � <br /> I N �{►{�}{�.� SYSTEM �F�� � � WASHER AT 24" O.C. � � � <br /> � �UUUUU��` -- � <br /> , �� ;X � 2„ � SINGLE PLY ROOFWG � U3 .�''�- <br /> �����j�������`� ' I E }�� ,,�, FRAME CANT STRIP BY OTHERS <br /> ' /� \I I �� F � Y� s���� � � '' �� ���` �,��`e a"v� � <br /> �/�� ,,,, � <br /> ". ' � <br /> �� ��, ROOF TO WALL SEISMIC JOINT NOTES. � p � <br /> �iF�i'\/` , /\ /I� �I � �z� � �� . . . . . . <br /> ,, <br /> �� —� ,�. � � z . . � � 24 0 C � � <br /> �. �., �: ��� � , . »�, ' �"���'�<�����u��� ,� #10 X 1 1�4" P H S M S.�S S <br /> ,.._. w..,....:�, r„ <br /> , � <br /> � �. � � � �, � �� <br /> � , � +��� .. : � � � ' � �� ����.� ` � � <br /> �_ ,� ' ���� �� qT " , , � � � �� � 1. DETAIL BASED ON MM SYSTEMS � � � <br /> ,, ���� � ; ; ARCHITECTURAL JOINT RX-W-10-10 � <br /> — — - � �x����� � � WITH A MAXIMUM JOINT OPENING OF Z � � W <br /> 16" SEISMIC GAP PER STRUCTURA DRAWINGS � <br /> � 20„. <br /> NOTE: ALL ROOF AND OVERFLOW DRAINS, LEADERS AND I 20 GA. GALV. STEEL � 2. COVER TO BE ENGINEERED TO rn c+� <br /> DOWNSPOUTS TO BE SIZED BY MECHANICAL CONTRACTOR I „ TACK CHANNEL ACCOMMODATE SNOW LOADS PER u, Q � <br /> TO CONFORM WITH LOCAL CODE REQUIREMENTS AND 1/4-20 X 1 1/2 9760 STRUCTURAL DRAWINGS. W N <br /> ELASTOMERIC MEMBRANE , <br /> INTERNATIONAL PLUMBING CODE. OVERFLOW DRAIN AND PHMS/SS w/NEOPRENE 3. COVER TO BE ENGINEERED TO BE L <br /> LEADER SIZES TO MEET OR EXCEED THOSE OF ROOF � OVERFLOW TO DOWNSPOUT WASHER � 18" O.C. STAINLESS STEEL � 6x FIRE TREATED CONTINUOUS WOOD NAILER WATERTIGHT. r N <br /> NOZZLE THROUGH EXTERIOR FASTENERS WITH � �( <br /> DRAINS AND LEADERS. WALL PANEL SEE EXTERIOR 9372 & 9365 INSERT & NEOPRENE � R-30 RIGID INSULATION `� m <br /> ELEVATIONS & DEfAIL XXXX n � — Q �o <br /> WASHER AT 12 O.C. � MEfAL DECKING PER STRUCTURAL DRAWINGS r, p <br /> 1/8° ALUM. COVER (THROUGH PANEL) N E u N <br /> ROOF DRAIN WITH OVERFLOW DRAIN P�TE � SEISMIC WALL TO ROOF JOINT 0 � <br /> 1 � EIASTOMERIC MEMBRANE � 22 <br /> Scale: 1 1 2 =1 -0 � Scale: 3 =1 —0 [(j N <br /> / " / n � � N � <br /> _._..._.��.��.._ _____._._.�._. .�...� .�..._.�.m �...��..�_�._� �.. �....�...�... .. _�..�....____ SEALANT AND BACKER ROD AT 1 1�2 X 1 1 2 X 24" STEEL TENSION BAR c� _._�..�..�..�...�..._�_�_._ ._�._..�.�..�_�..�.....�..._.._._._.�.._�..�._�..�..� �_..�........�...�..._�._...._..� __.��...__ __...�.__.._�._..���_��.___�._._r__.__��_._.._�.�__�m ____�_ � ..� �_.��._�_�__.� .._.. ._.._.� ..�....� m <br /> " ALUMINUM ROOF HATCH 1/8 ALUM. STIFFENING � � �( o� <br /> I PERIMETER OF FLANGE � W 3 g" X � 1 2" � E <br /> W INTEGRAL STEEL CURB ANGLE C� 18 O.C. � � � �, � �l �- � <br /> � � I STEEL BACKER PLATE �, <br /> (PAINTED}, BILCO F-40 OR � 18" O.C. [457mm] "' � - <br /> APPROVED EQUAL • I ZURN "Z-199" POLISHED NICKEL � � C� � <br /> TELESCOPING LADDER � � � � � _ �� BRONZE BODY OVERFLOW [] <br /> I � � �, � OUTLET, OR APPROVED EQUAL SPLICE-FRAME � �/ Q <br /> SAFETY POST, BILCO � ` I � I ` <br /> LU-1 OR APPROVED � .. � �� � � � 8622 LL <br /> EQUAL : � � V-34 VINYL SEAL <br /> � � � � � <br /> SINGLE PLY STEEL COLUMN BEYOND g2�4 J <br /> �� - -- • <br /> ROOFING ON RIGID � � � WALL TYPE PER PLAN STAINLESS STEEL ; �,����r�� - ---- J � <br /> O <br /> RUN SINGLE PLY ROOFING FASTENERS WITH � ' �� ���� --- � <br /> INSULATION ON . I �` <br /> ---- W N <br /> UNDER BUILT IN I I INSULATED METAL WALL PANEL INSERT & NEOPRENE ' � � (n <br /> STEEL DECKING � <br /> � � COUNTERFLASHING & _ SYSTEM WASHER AT 12" O.C. ; ��� e,���,�' � ] - Iw- <br /> PROVIDE CONT. BACKER �� I I � '� � � x� F � <br /> � ROD I I N PROVIDE 3'-0" x 3'-0" CEDAR (THROUGH PANEL) � � <br /> � � �r.. ����� <br /> � �� , � Q � U] <br /> �' � ` � ; � � I O I FRAME AROUND 1'-0" DEEP �� � :� � � , ...' I • <br /> �� � � � � WASHED PEA GRAVEL AT BASE OF � F �� ������ _ � � � � w <br /> r�� � L,�.J <br /> � • 4'-0'� N.T.S. •• I I EACH OVERFLOW DRAIN : j Q W � <br /> � LOCATIONS. (TYP. OF TWO �5�� �r U L� tn <br /> _� � � � � ������ � <br /> °' � I I LOCATIONS) W <br /> � <br /> �j DEFLECTIO � OSHA APPROVED LADDER �. � � WALL SEISMIC JOINT NOTES. xz�� ��� f�' �' Z � � <br /> TRACK AT � � Z �( � <br /> � TOP OF � FROM THIRD FLOOR TO j �� - - - - FINISH FLOOR LEVEL A M �l <br /> V , � �� ��, ,���;�;.�� _ � <br /> . UNDERSIDE OF ROOF 1. DETAIL BASED ON MM I � Q � <br /> �, WALL. DECKING AS SHOWN. �`� SYSTEMS ARCHITECTURAL � <br /> � WALL PER � ATTACH LADDER TO ROOF � � � � � � � � JOINT WJL-12-6 WITH A � �`�;�;� �� � � � � � � � � � � ' <br /> � PLANS OPENING FRAMING (PER �f�� f----------�f�--�---- --------� - -- MAXIMUM JOINT OPENING OF '�" � ` ` � 'II a' <br /> sheet <br /> -.� � —�'�'� �---� �---�--�``�- � „ � <br /> � � STRUCTURAL� AND FULL 'r��� ���o°���n ,�������'���°� a���� 17.875 . <br /> � �n � HEIGHT WALL. � � � � � � �°� 1� o°G��'�S �� o°�-�a�'o ��-' ������ 2. COVER TO BE ENGINEERED � � � � L.L � . � � <br /> �, � TO BE WATERTIGHT. O <br /> �� A1 . 3 <br /> � 25 ROOF ACCESS HATCH AND LADDER 26 OVERFLOW DRAIN OVERFLOW OUTLET 27 SEISMIC WALL JOINT � �O <br /> � Scale: 3 4 1 0 E Scale: 1 1 2 -1 � Sca�e: 3 1 0 � <br /> �_ ___ � _ _ _ - — -- - _ ----- ---- -___ ____ � __ ----- -___ _ ---- -- ---_ _ __ ---- -- ---------- --- -----_ __-�------- ---__ --- ____ _----- ------ _ _ _- ---_ ---- - -_ <br />