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<br /> �
<br /> \ \\.c�
<br /> � :�
<br /> ROOF JOIST 1 2'� EMT - RUN TIGHT TO �����---(-- � \
<br /> �
<br /> STRUCTURE ABOVE (4'-0" MAX. —�! � �
<br /> 1/4" DIAMETER SCREW EYE FOR 1/2" DIA.) � �� '
<br /> W/ FULL THREAD EMBEDDED 12 GA. VERTICAL HANGER WIRE ii
<br /> S U S P E N D E D C E I L I N G S A R E T O C O M P L Y ��
<br /> � (1 1/4" MIN); INSTALL IN WITH FOLLOWING CODES AND COMPRESSION STRUT REQUIRED � << � ,�>
<br /> DIRECTION OF WIRE ( TYPICAL) REGULATIONS: AT EACH SEISMIC RESTRAINT i i -�XISTlNG THRESHOLD
<br /> � 12'-0" O.C. EACH WAY AND STOREFRONT� � `
<br /> TIE WIRES: (3) TURNS MIN. � ,> DOOR I TO RtMAIN. REPLACE IF
<br /> AROUND ITSELF WITHIN 3" A) ASTM C635 AND ASTM C636 WITHIN 6 -0 OF EACH WA�L � UAMAGEQ.
<br /> MAXIMUM LENGTH (TYPICAL); (REFERENCED IN IBC 803.9.) ASTM �
<br /> ASTM C636 SECTION 2.3.4 IS AN ACRONYM FOR AMERICAN g VERTICAL - 12 GA. HANGER WIRE FLOOR TILE,
<br /> SOCIETY FOR TESTING MATERIALS. z � � AT 4'-0" O.C. i REFER TO FLOOR ;
<br /> 45' HANGER WIRE. B) ASCE-7-05 SECTION 13.5.6.2.2 � � 3/4" EMT - NOTCH OVER MAIN i i FINiSH ON A1 .2
<br /> VERTICAL - 12 GA. MIN. HANGER (REFERENCED IN IBC 1613.1.) ASCE �+- I RUNNER � i
<br /> IS AN ACRONYM �OR AMERICAN DRILL 5/32" HOLE FOR 1/8" BOLT Y �' �
<br /> WIRE AT 4'-0" O.C. MAX. SOCIETY OF CIVIL ENGINEERS. � -
<br /> AND LOCK- NUT AFTER CEILING �
<br /> C) CISGA RECOMMENDATIONS FOR SYSTEM IS LEVELED a � �"�
<br /> SUSPENDED CEILING DETAIL SEISMIC ZONES 3-4 (REFERENCED 45' MAX.
<br /> AT UPPER WIRE CQNNECTOR IN ASCE-7-05 SECTION 13.5.6.2.2.) A�C�
<br /> CISCA IS AN ACRONYM FOR CEILINGS
<br /> AND INTERIOR SYSTEMS 45' MAX.
<br /> CONSTRUCTION ASSOCIATION. (3) TURNS MIN. IN �� ��'OREFRONI' T�I�E��C)LD BpWESTCOASTPROD'JCTS,��c
<br /> 45° MAX. /� 1 1/2 (TYPICAL) —
<br /> SCALE: 3"=1'-0" ,������� �
<br /> 8� 45' MAX. �a��\�� �\� `
<br /> 2'�Mq ���� �\?�
<br /> �'�' , � \\\`�����`�\ \\;
<br /> THE PERIMETER ENDS OF � ��� '
<br /> � EACH CROSS RUNNER AND MAIN RUNNER � �� :� �� ��
<br /> F \������� \��r��\ \, �
<br /> WALL MAIN RUNNER SHALL BE CROSS TEE �4)-12 GA. SPLAY WIR_S �
<br /> SUSPENDED INDEPENDENTLY A SPLAYED 90' FROM EACH OTHER �� ,���� �� � ���� ���
<br /> ,��r�r�,r����
<br /> MAX. OF 8" FROM EACH WALL AND 45' FROM CEILING PLANE , �
<br /> p .o DOOR JAMB I � ° �
<br /> ` . OR CEILING DISCONTINUITY �,qY-!N CEILING SUSPENSION SYSTEM-HEAVY DUTY GRID � � �'\ " � � � '
<br /> � � � � WITH NC. 12 GA WIRE OR ! I
<br /> i 1940I 40th AVENUE
<br /> 2» APPROVED WALL SUPPORT I T
<br /> � ` PERFORMANCE REQUIREMENTS: ; � ;i�i.t 200
<br /> 4 FLOOR TILE i EXISTIN� THRE�HOLD ,_�.NNw���,wA 98oj<
<br /> MIN. O �� THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION REFER TO FLOOR I � TO REMAIN. REPLACE
<br /> `� CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN �"`�`+ f1��h"` ec����`�
<br /> FINISH ON A1 .2 ; IF DAMAGE�. �Qzs,9s4s�b�3
<br /> FIXED EDGE ` ,b°'"�' p�,�g'�� °"
<br /> � � ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, ! I «,.��k�,n;,�,�„�9,�� �.,,,
<br /> ` .� WHICHEVER IS GREATER, IN TENSION WI i H 5-DEGREE MISALIGNMENT OF THE MEMBERS IN ANY �
<br /> a DIRECTION, AND IN COMPRESSION. IN LIEU OF 5-DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED � `
<br /> WITH A 1-INCH (25.4MM) ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES (610 MM) LONG 9664 `
<br /> ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF a REGISTER�D
<br /> � THE MECHANICAL INTERLOCKING TYPE. ARCHITECT
<br /> 8�
<br /> ... --.
<br /> 1 .' 1 '
<br /> ,�qX .. ,� ,= '�`'„______._.......___ ___
<br /> 02 �Do� �����+�"���� f.•. ,f � r�,
<br /> HANGER WIRE � KENNETH�MCCRACKEN
<br /> / - SCALE: 3��=1�-0" STA�F OF WA,SHINGTON
<br /> WALL NOT TO EXCEED 6'-0" �_____-------
<br /> .
<br /> �' • � SPREADtR BAR OR SPLAY BRACE WIRE �O�O 3/�S
<br /> ` OTHER SUITABLE SYSTEM $" (MAX.) OR 1�4 3�4'� GAP Seal K��ti,na»
<br /> � �" MIN. � a � REQUIRED TO KEEP LENGTH OF DIST. PEMKO 252A
<br /> » UNATIACHED PER!METER COMPONENTS CONT. HORIZ. FLOOR TILE,
<br /> 2 � TO FIRST MAIN STRUT TO REFER TO F�OOR
<br /> MIN. WALLS ` 4 0 FROM SPREADING APART PREVENT FINISH ON A1.2 EXISTING CONCRETE,
<br /> �o
<br /> � � CROSS TEE SPREADING OF APPLY NEW FLOOR
<br /> � ' . 2"x2" WALL MAIN RUNNER �RUNNERS � FINISH PER A1 .2
<br /> � �
<br /> ` �Q a TRIM LAY-IN CEILING TILE 2"x2" WALL TRIM �
<br /> UNRESTRAINED EDGE FIXED EDGE UNRESTRAINED EDGE °
<br /> �
<br /> SUSPENDED CEILING DETAIL AT WALL �
<br /> �
<br /> 03 TRANSITItJ�I �Tl�IP' �_
<br /> — �
<br /> os TYPICAL SUSPENDED �EILING DETAILS — SCALE: 3��=,�—��� m
<br /> - SCALE: N.T.S. � �
<br /> � �
<br /> > U �
<br /> W
<br /> � Z
<br /> W
<br /> C�
<br /> Q
<br /> �
<br /> Q
<br /> TILE COVE BASE F=
<br /> 3/$„ RADIUS Z
<br /> �—(2) 16� NAILS EA SIDE TILE FLOOR FINISH
<br /> ON SHEET A1.2 °O
<br /> r
<br /> / w �
<br /> — C7
<br /> FINISH VARIES, REFER TO � �� ' i o �
<br /> 2X SCILID FIRE BLOCKING SHEET A1.2 & A2.6 a a �
<br /> SUBSTRATE 5/8" GYB. BD. - � d d �' ° � �
<br /> REFER TO A1.4 WATER RESISTANT � SINKS � 4 � � `,
<br /> Q �
<br /> EXISTING CEILING T Y P. B O T H S I D E S �
<br /> ` SUBSTRATE. 5/8" GYP. BD. WATER `r
<br /> �__'. RESISTANT � SINKS TYP. BOTH HEM F ROOR BUETTER \ � 04 TI LE COi�E ��►SE
<br /> �_ SIDES , , �- - SCALE: 3"=1'-p��
<br /> �
<br /> FINISH VARIES, REFER �
<br /> TO SHEET A1.2 & A2.6 2x4 WOOD STUDS HEM FIR OR
<br /> BETTER PLAN �
<br /> 23,2" X �Ys4., � W� 3�„� H EAD,
<br /> POWDER DRIVEN FASTENER SHOT � �
<br /> THRU 14GA X 1�/�6" � WASHER � REFER TO HOOD FOR FACTORY W O
<br /> Z4" O.C. (ITW RAMSET/RED HEAD LOCATED HANGER ANGLES � OU � N �
<br /> 2X TREATED PL i A(vCHOR OR HILTI DS72 CV W �
<br /> � � �
<br /> CON�CRETE �AB a ` �
<br /> Q 3x3x16 G.A. MIN. MOUNTIN� (\ Q Q
<br /> SECTION ANGLES, FASTEN TG EACH TRUSS �
<br /> HORD MEMBER V'JITH (1) 8 GA. � W = �
<br /> 1 1 j2" LONG WOOD SCREW (MIN. f—
<br /> SCREWS PER SUPPORT LOCATION) O � �
<br /> o, TYPICAL STUD DETAIL ; �—EXISTING R00� STRUCTURE Q � ,� u.�
<br /> - SCALE: 1/4" = 1'-0" � (n � W
<br /> (4) 3/8" DIA. ALL TNREAD � �. T
<br /> f� RODS (ONE PER CORNER) � �j.J
<br /> EY,ISTING Q
<br /> B.O. CEILING
<br /> REFER TO HOOD FOR FACTORY Project Numk�er �
<br /> LOCATED HANGER ANGLES BPW 18042
<br /> �"3/8" DOUSLE NUTS WITH Sheet Name
<br /> WASHER
<br /> DETAILS
<br /> L 3x3x16 GA. MIN.
<br /> MOUNTING ANGLES
<br /> �'''- (4) 3/8" D;A. ALL THREAD
<br /> A _ A RODS (GNE PFR CORNER)
<br /> Sheet Number �
<br /> 05 H000 �uPRo�� o�����
<br /> - SCALE: NT5 �
<br /> ■
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