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<br /> 9739 REGISTERED
<br /> ARCHITECT
<br /> �
<br /> KELLI GARDINER SMITH
<br /> STATE OF WASHINGTON
<br /> i
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<br /> D � . - • � ' • D
<br /> �
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<br /> � Everett H ig h School ;
<br /> ' � Vocational Buildin '
<br /> g �
<br /> � Medical Pathwa s '
<br /> � y
<br /> � Project
<br /> ;
<br /> SPAN TABLE FOR METAL CEILING JOISTS METAL TRACK BLOCKING @ I FO R I
<br /> , i CONTINUOUS 20 GA. X 1-1/2° ;CEILING EDGE AND @ 8'-0" i '
<br /> �� i
<br /> � � 6 PSF LATERAL ��METAL STRAP � O.C.AS REQ'D FOR SPAN I EV�I�e tl SC�OOI
<br /> C4 C3 ` I I_ SIZE THICKNESS SUPPORT OF
<br /> � } +
<br /> A9.20 A9.20 I COMPRESSION � METAL TRACK BLOCKING @ i METAL CEILING JOISTS -SIZE
<br /> I I� � j �CEILING EDGE AND @ 8'-0" D I S l��I C L �
<br /> � FLANGE: MIDSPAN
<br /> � � �-� i � � / O.C.AS REQ'D FOR SPAN � I � �AND SPACING AS REQ'D FOR �
<br /> I I 250 �30 MILS @ 16"O.C_ f 10'- 11" I I SPAN
<br /> � � �
<br /> - - � �� . - - - � 250 � 30 MILS @ 24"O.C. ,; 9'-7" � I I �� ��
<br /> - � . � � � - - - - - 350 � 30 MILS @ 16"O.C. 12'-9"
<br /> � � " � I - - - - - - - - - - -
<br /> �� ,�- � � � -� - - - � 2416 Colby Avenue �
<br /> - I I 350 ; so nni�s @ 2a��o.c. ���-2�� � � ' / � �
<br /> PROVIDE AT
<br /> I �, CLASSROOMS 362 30 MILS @ 16"O.C. 14'-8" � �V�����, ��
<br /> E204 AND E205 � I � '
<br /> �AR�ES � 362 30MILS@24��O.C. 13�-a�� � � : PERMIT RESUBMITTAL
<br /> ___ __ -- -_ ____----- - ----
<br /> , ,
<br /> ; i- 400 30 MILS @ 16"O.C. 15'- 1" � i
<br /> � � ; 05/15/2019 �,
<br /> I � 400 30 MILS 24��O.C. 13'-5" - � - ���-�._,-._. . .,r . . . : �-,:.� ,� ��� - .�,�.: .. ,_ ,._.�-. .� . .�_�.. .. �,
<br /> WALL TYPES PER PLAN--- � I. 600 30 MILS @ 16 O.C. 17'-3" - I I CEILING HEIGHT � I II
<br /> I I � PER RCP
<br /> �I � 600 30MILS@24"O.C. 15'-6" �
<br /> ! This drawing is: i
<br /> C � j �= NOTES: � 1l2"GYPSUM CEILING BOARD � � �;� �� �--1/2"GYPSUM CEILING BOARD � 1. Copyright 2019 Dykeman, Inc. C
<br /> 1. PROVIDE METAL STUD THICKNESS (MILS)TO � � � i 2. The Arch�tect's Instrument of Professional Service.
<br /> I I: ACCOMODATE CEILING SPAN AND MAXIMUM �` , � 3. For use on this project only. Obtain Architect's �
<br /> DEFLECTION OF U240 IN ACCORDANCE METAL CEILING JOISTS -SIZE —WALL TYPE PER PLAN
<br /> AND SPACING AS REQ'D FOR , written permission for any other use or reproduction. !
<br /> - - WITH SSMA LOAD TABLES. SPAN ' �
<br /> �
<br /> 2. SEE LATERAL BRACING DETAIL WHERE GWB � . . �
<br /> INSTALLED ON ONE SIDE ONLY.
<br /> i 2019-015
<br /> �
<br /> - ------_---- _---__------- ��
<br /> , .
<br /> I
<br /> METAL CEILING JOISTS � �� CEILING JOIST LATERAL BRACING ,'�� CEILING JOIST PERIMETER BRACING � MARK DATE DESCRIPTION
<br /> - -- - - --------------
<br /> , � -
<br /> �� C4 __ - -- _ __
<br /> C � � � v i 3"= 1'-0..
<br /> � � 3"= 1'-0"
<br /> 1" = 1'-0"
<br /> _ �� �_�
<br /> __ �
<br /> 4 0"
<br /> _ ' __-- -
<br /> � MAX � I
<br /> NOTE �i�°O,� i� 12 GA. HANGER WIRE
<br /> �
<br /> I� � �
<br /> SEE SHEET S0.10 FOR ADDITIONAL � � �� �--� � LATERAL BRACING LOCATION ��
<br /> INFORMATION PERTIANING -
<br /> TO ACCEPTABLE METHODS OF - -- ------ K SEISMIC RETAINING CLIP � _ i
<br /> ATTACHING TO THE EXISTING �
<br /> i
<br /> FLOOR/CEILING STRUCTURE '' i
<br /> ;
<br /> ------ ____- -
<br /> � -- -
<br /> ---- — -------
<br /> � ---, ;
<br /> � ��'� 8" MAX SPACER BAR, NOTE 2�, �' A1 �
<br /> - � � �A920/ �
<br /> �
<br /> � i TYP. (
<br /> � NOTE 3 � ��� ' -- , -- �F- -- I I
<br /> � � �,, 8" � 8"
<br /> � MAX. � �MAX. �
<br /> � °� �
<br /> � � � � ' � I
<br /> �� � � � �� � � � � �
<br /> B � „ �� i A6� � — ,. �, � �� ; I -�� -- __ � _ . _: - --- - - -- i B
<br /> CEILING TILE AT OPP. ADJACENT ' ��
<br /> 1/8 POP RIVETS AT WALLS PROVIDE 1/2' _--�_ ; •
<br /> i I ADJACENT WALLS SPACE. NO POP �\A9.20/ � PERIMETER �
<br /> ---WALL ANGLE RIVETS ��% AT WALL � HANGER WIRES, TYP
<br /> i _ ; PRINCIPAL IN CHARGE:!, KS
<br /> � - i PROJECT MANAGER: i CW
<br /> �-LATERALLY BRACED _ - ___ ______.
<br /> PERIMETER NOTES: I \ GRID INTERSECTIONS, TYP � PROJECT ARCHITECT: I CW
<br /> -- - __
<br /> 1. THE UNATTACHED PERIMETER SHALL HAVE A MIN. 1/2"CLEARANCE AT ENDS ,, , I JOB CAPTAIN: KG
<br /> NOTE: _- _ _ _ -- - ---
<br /> OF COMPONENTS. � �PERIMETER NOTE:
<br /> 2. LOCK CONTINUOUS SPACER BAR TO COMPONENTS ON THE UNATTACHED SEE SHEET S0.10 FOR ADDITIONAL �; WALLS SEE SHEET S0.10 FOR ADDITIONAL � �
<br /> WALL. INFORMATION PERTIANING j
<br /> 3. SUPPORT PERIMETER TERMINAL COMPONENT ENDS BY A 12 GA WIRE ON ALL TO ACCEPTABLE METHODS OF , INFORMATION PERTIANING
<br /> 3/16" DIA. x 1 1/2" EMBED � TO ACCEPTABLE METHODS OF
<br /> � ATTACHING TO THE EXISTING
<br /> WALLS. - - /i TAPCON SCREW AT 16" � ATTACHING TO THE EXISTING
<br /> CONCRETE JOIST--� * FLOOR/CEILING STRUCTURE i
<br /> � AND INTEGRAL ��� O.C. -SEE NOTE , NOTE: FLOOR/CEILWG STRUCTURE
<br /> ` � --- �.- ._� . �,... _, _ ,_ ,; = -- ; ' � , SEE SHEET S0.10 FOR ADDITIONAL
<br /> UNDERSIDE OF FLOOR OR — I, , ��� NO. 12 GAUGE VERTICAL WIRE S�B � � INFORMATION PERTIANWG � 1 I
<br /> ROOF STRUCTURE ABOVE ' "� HANGER AT 4' -0"O.C. TURN � i 54 MIL. x 2 x 2 x 0'-6"ANGLE TO ACCEPTABLE METHODS OF �, , 12 GA. HANGER WIRE �
<br /> ATTACHING TO THE EXISTING ��'. � � � �ATTACH TO DECK ABOVE USING (
<br /> DRILL 5/32" HOLE AND INSTALL TO SETTING TUBE METAL TRUSCON § (2) 3/16" DIA. x 1 1/2" EMBED TAPCON , '" 3/16"TAPCON SCREWS AS REQ'D i
<br /> CEILING GRID LEVEL PRIOR «.. ,��,as„ .-.. AT BRACE LOCATION , FLOOR/CEILING STRUCTURE I � 8"MAX. �
<br /> 1/8' BOLT AND LOCKING NUT TO�, , ____ PAN FORM � I � _ �SCREW. LOCATE SCREWS TO AVOID
<br /> _ VERTICAL COMPRESSI N ����
<br /> _ O
<br /> �-- � �
<br /> SECURE ONE TUBE TO THE �, �� STRUT AT 12'-0"O.C. #12 SCREWS ES AT � � � DAMAGING EXISTING CONCRETE JOIST __ _ ° � � � SEISMIC RETAINING CLIP ;
<br /> OTHER LAP TUBES 4" MINIMUM IN � � �' REINFOREMENT I � � I
<br /> FULLY EXTENDED POSITION. - "EMT"SLEEVE STUD PLACEMENT I / !
<br /> �� � � � (2)#12 SCREWS ; o �" I I � ` ;�SYS EM PER S EC�S� �
<br /> � � �� SPLAYED BRACING WIRES AT 3 5/8" MTL. - - - � / �r- � � � � � �
<br /> ��� �� 12'-0"O.C. EACHWAY STUDS ��AS REQUIRED � �-� � � / _� I � ; � ��` I I �-� �� �
<br /> ' � / / � I I
<br /> ,_
<br /> ACOUSTICAL PANEL CEILING I I
<br /> � r �
<br /> � / , �� PER RCP
<br /> �� ��.w; � = ( , .
<br /> �� � �
<br /> � , - , . � ., co �, �
<br /> , I / I
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<br /> ,o � ���� � / � � 3 5/8" MTL STUD BRACE @ 48"O.C. ��� � � -� �
<br /> INDEPENDENT CADDY I EXISTING METAL � / �
<br /> SUPPORT CLIP AT � ,� ' MAIN RUNNER LATH AND PLASTER � � � / � � � �� � � �` CEILING HEIGHT � - .
<br /> � / // � CROSS TEE-RESTRAINED � PER RCP�
<br /> EACH LIGHT FIXTURE CROSS TEE SEISMIC RETAINING CLIP PERIMETER PER C3/A9.30
<br /> �
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<br /> �,
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<br /> �,�
<br /> I N /
<br /> CONNECT O o � � � � ���_� i I �
<br /> /�, �� � � ,�� 1 �� ( � �—MAIN TEE RESTRAINED � I
<br /> o ��'
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<br /> \� �
<br /> q w� \ �J PER RCP � ` � � / % � � I I - - I � PERIMETER PER C3/A9.30 � 7J8" HEMMED ANGLE q
<br /> :� ��� �— � t � � , � _ – � � - _WA��nPEPERP�N INTERIOR DETAILS
<br /> � � „,� i � , ti i ; � ; � ; o :: i i
<br /> -- SLOT END OF TUBE TO FIT '"� I ' � - C E I L I N G I
<br /> VERTICAL COMPRESSION STRUTS OVER CEILING RUNNER 7/8" HEMMED ANGLE I � �� I I i � Zo �
<br /> MOLDING � � 3 5/8"C CHANNEL- f: � �-j ��� � �
<br /> 1. UP TO 8' -0" USE (1) 3 5/8"25 GAUGE METAL STUD AT 12"O.C. (2)#12 SCREWS-�- � J, � / `" , I � � � � � � 1
<br /> 2. 8' - 0"TO 10' -0" USE (2) 1 5/8"25 GAUGE METAL STUDS AT 12'-0"O.C. 5/8"GYPSUM�_ �� � � - - - - - - - - - - - f �__ I ! � �- � ��
<br /> FASTENED BACK TO BACK AT EACH SIDE OF MAIN RUNNER, TYPICAL. �__ ; i -_ — ,
<br /> -- — ------ ---
<br /> FASTEN SAME AS NOTE#2 ABOVE. PER RCP ' _ _ . I I °O � 6'-0" ( 12'-0" 6'-0" , •
<br /> 3. 10' -0" TO 15' -0" USE (2) 1/2"25 GAUGE METAL STUDS AT 12'-0"O.C. � _ _ _ _ _ _ _ _ _ _ _ f � X , �,
<br /> �- -� - , � I
<br /> 4. ALTERNATE: UP TO 5'-0 USE 3/4 DIAMETER EMT CONDUIT. --- - -- - ---- ---------- -- - i �
<br /> __ _� �
<br /> � I MAX MAX MAX � i
<br /> � � �
<br /> �-� �-� ;-�� �
<br /> TYP. LATERAL BRACING AT SUSPENDED CLNG. ��� SOFFIT AT RECEPTION DESK % TYPICAL SUSPENDED CEILING LAYOUT _ ________ ,�' TYPICAL ACT CEILING AT WALL �
<br /> _ _
<br /> -------- - -- � ------ - - --------- - --__
<br /> �
<br /> 1 1/2" = 1'-0" � � 1 1/2"= 1'-0" � 1/4 = 1 -0' � 3 - 1'-0"
<br /> – �� �� `�
<br /> '� �
<br /> _ _ --- — - --- �
<br /> 1 2 ' 3 4 �— 5 6
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