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<br /> CIELING NOTES: • �
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<br /> 1) LIGHTING LAYOUT IS CONCEPTUAL ONLY. DESIGN / BUILD 6'-0" MAX 12'-0" TYP Q ,��'a � y ,�° � � �
<br /> ELECTRICAL CONTRACTOR TO DEVELOP PLANS / LAYOUT WITH �� ��7 � � �
<br /> VERIFIED LIGHTING LEVELS AND SHOW COMPLIANCE WI7H NREC ATTACHED WALL ��, � � �
<br /> LIGHTING BUDGET RE UIREMENTS. h `��� . � �� ` � W � �
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<br /> 2) PROVIDE I.C. RATED FIXTURES WHERE REQUIRED. 2 `.4 �� � L � � � .
<br /> - ¢ POP RIVET - • ` � � O Y �,
<br /> 3) FOR BRACING OF NON-LOAD BEARING WALLS SEE STRUCTURAL � OPT10NAL (2) � � > �
<br /> DRAWINGS. �
<br /> o ADACENT SIDES ONLY STABILIZER BARS ��', a. o �
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<br /> 4) FOR SUSPENSION AND SEISMIC BRACING OF �
<br /> CEILING GRID SEE � 5 Q � � �-, � � H +-+ �
<br /> � & 3 l � � � �
<br /> — o . / t ' I � I —}— � � �;�
<br /> 5 FOR BEARING HEADER CONDITIONS SEE STRUCTURAL � ; ` 4 � � I � � �� � � � � � � � � C � f � f l�l C--� �.-F I � � I � � C � � � � �� '� � �
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<br /> ~ � NO SGALE NO SC,4L� s� � � O �
<br /> DRAWINGS. � � — �� �
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<br /> 6) PROVIDE AUTOMATIC SHUT—OFF CONTROLS AND OCCUPANCY � i � M � > �
<br /> SENSORS THROUGHOUT PROPOSED TENANT SPACE AS REQU�RED ' � W � 0 �
<br /> PER WSEC SECTION 1513.1 AND 1513.6. ; � ^ , � � � �
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<br /> � � � V� �
<br /> 7) SPECIAL INSPECTION REQUIRED FOR THE SUSPENDED CEILING ' �' � � �
<br /> SYSTEM. `�i � � �' $�
<br /> ; � N BRACE WIREA T PD �� •L Q J � � '
<br /> 8) PROVIDE SOUND BATT IN CEILING GRID ABOVE ALL MANAGEMENT OFFICES. �� �
<br /> 3 � 5 U,N.O. COMPRESSIO RANGE � � � � �
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<br /> ' � POST� WIRE � ,� � � �
<br /> 4'-0" O.C., TYP �PANGER WIRE � � •— Q �
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<br /> NOTE: � . SS���" �qi,y �'�� >oL ��o � �
<br /> o HANGER WIRE SUSPENDED CEILING TO COMPLY ��� 6F `.
<br /> X WITH IBC SECTION 803.9 & 1621.1, � • �'y , ,4 a o w`����o �
<br /> LATERAL FORCE BRACING � y , ��'��N
<br /> A S C E 7 S E C T 9.6 A S T M C 6 3 5 & C 6 3 6 �'c�i�, � w Q Q r �=-� �
<br /> STABILIZER BARS ( � �` '0 �� � o � ����'''�'L� �
<br /> �------------ AND CISCA 3-4 MAY 2004 •�o � � � Z ����=;
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<br /> METAL FLOOR OR ROOF � °' Q �'
<br /> 3/16 1 112 DECK PER PLAN �' ,� �
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<br /> B.O.DECK ELEV PER � �
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<br /> L 3 x 3 x%6 BRACE AT i`<� CONTINUES UP `-�`�� � � � ,
<br /> ( �{ WHERE COLUMN IS �
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<br /> 3/16 1 1/2 � ENDS OF BEAM AND 8'-0" � �I I A BUILDING COLUMN � �(� � �
<br /> W 12 x 14 UP TO 18'-6" O.C.-COPE AND BEND �2^ I�„ I �, I � � � � �
<br /> � END AS SHOWN-PROVIDE 2 � 4 CL COL AND CL COL AND = � � 3 n �
<br /> SPAN)OR W 12 x 58(UP TO CAP PL% = a ��� �� � � �
<br /> 32'-4"SPAN)OPERABLE A S E P A R A T E B R A C E F O R F O O T I N G �r N� ■ F O O T I N G �- � Q p �
<br /> �
<br /> TOP AND BOTTOM FLANGE �I I� � ��
<br /> PARTITION WALL BEAM OF BEAM-PROVIDE �I I� � � � �
<br /> CONNECT TO COL EA END \Z w `�°
<br /> BRACE AT MAX 1'-6"FROM � � � WELD SIZE TO MATCH OO � �
<br /> PER 7 EACH COLUMN KERF PL THICKNESS �
<br /> � � � � •
<br /> F- MINUS 1l8" � � v �
<br /> � PRE-ENG STEEL JOIST PER �a„ � � � � ( 1/4 � 1/4 �; � � p �
<br /> PLAN � � � I � � "T"DISTANCE FROM AISC ( I ( I � � �� �
<br /> � � � "' I I MANUAL OF STEEL � � � I I � � �
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<br /> COORD WI ARCH& CONSTRUCTION HSS COL PER PLAN 3/4"BASE PL WI(2) HSS COL PER PLAN 3l4"BASE PL W/(2) � � �
<br /> WALL MFG
<br /> 5l8"DIA EXP 5l$"THRD ROD THRU � �� "
<br /> %"GWB EA SIDE �� I I � I I ���.��� F_R� �.�������,����� �
<br /> ' I I ANCHORS W/6" I � I BOLTS �
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<br /> WF BM PER PLAN I� I SLAB AND REINF PER � � 3/4"GROUT SLAB AND REINF PER � � 3l4"GROUT �
<br /> PLAN I I PLAN I I '�
<br /> CLOSEST JOIST PREFERRED MAY �
<br /> ATTACH PARTITION � � � ( I I �
<br /> ALTERNATE I I �
<br /> WALL PER MFG KERF PL TO MATCH
<br /> THICKNESS OF BM WEB I I � ``"�
<br /> %"MIN-W/%"DIA A325 �
<br /> � I I • • II • � —X X X X , X X X X X X — N �
<br /> i M.B.AT3' O.C.AS HSS4x4x%6 �� 1�,ti L• �� � � ,
<br /> SHOWN ( � COLUMN-LOCATE I�jj�t o ���pF IIASg��GO� � � �
<br /> � � IN WALL-UNLESS v �1 - � ��' �'o,y,� �� �
<br /> I COLUMN IS A • ° � � v � �
<br /> � 12� �, � PL%x 3 x 1'-0"AT ' a� � �
<br /> BUILDING COLUMN
<br /> 12 _ I _ _ " EACH THRD ROD -a� �� �
<br /> CENTERLINE OF I THICKEN SLAB TO 12' �' '�o � � o �
<br /> � -I � � � � �,-I I �- BOLT �� 2a4se ��'4 a � c � O
<br /> OPERABLE � THICK x 2'-0"x 2'-0"AND �s R A L E� �1 � •�, ,f� ,
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<br /> PARTITION WALL REINFORCE WITH(2)#5 SI�NAL � 4 4 a � "'���� �
<br /> EACH WAY AT BOTTOM � '1'
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<br /> TYPICAL OPERABLE PARTITION SUPPORT TYPICAL OPERABLE PARTITION COLUMN TYPICAL OPERABLE PARTITION COLUMN � � ��� �� �� � � W
<br /> TYPICAL OPERABLE PARTITION SUPPORT BEAM ��� � ��- � � x� _,
<br /> B E A M T O C O L U M N C O N D I T I O N B A S E C O N D I T I O N A T F I R S T F L O O R B A S E C O N D I T I O N A T S E C O N D F L O O R �� ������� �� � .�
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<br /> 1 - 1 -0 � — � 'O � — � –O T A C O M A�SEATTLE•SPOKANE•TRI-CITIES � � �
<br /> � � �
<br /> � � � 2215 North 30th Street,Suite 200 Tacoma,WA 98403 � � � �
<br /> 253.383.2422 te� 253.383.2572 Fnx www.ahbi.wm�ves "°�
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