11-354-028*see 00000 609
VARIES REFER TO ELEV. %� j . . �� • V� •� �� • „
B4O. (E) STRUCTURE �f •
VARIES REFER TO ELEV /
B.O. (E) STRUCTURE / DECK • • r • W z
3 5/i" DIAG BRACE ` • IV IJ„ . 0.
L1 PER DETAIL A/A02,4 CONTINUOUS FIRE RETARDANT y
SEALANT ! TOP AND BOTTOM OF + \ - • f • •' • + " • ° • V ~ :
PARTITION BOTH SIDES.
NOTE: BRIDGING IS NOT REQUIRED IF // ' •• +• ••• rk ,� ZD ZD 0. i
MTL STUD FRAMING, TYP. SHEATHING 15 ATTACHED TO BOTH r • • ""
SEE DETAIL K/AI2.1 FOR MINERAL WOOL BY ROXUL OR 9 " I- " _ • • • r • � k -.
AT NON
FACES OF THE STUD SHEA HIN d 13 0 A.F.F. MAX. � SALES, GYP.
•
MATRIX INCLUDES BUT 15 NOT LIMITED TO APPRVD. EQUIVALENT ! d I_ ' , w� ,' • `r U
STUD
GYPSOM BOARD, PLYWOOD, CEMENT FIRE -RATED WALL5 ONLY H.O. BRACING HD, t0 BE AT 12 0 3 5/5 SLIP TRACK r r + • •
UNLESS THERE 15 A
• s CEILING "�"
" ! ' BOARD, ETC.) SPRAY APPLIED FIRE - •RESISTANT . • Z
2 x 2 x 16 GA CHANNEL CLIP
ANGLE 114" LE55 THAN STUD SEALANT ! FIRE RATED WALLS Z "
WIDTH, TYP, - ATTAC14 AT EVERY ONLY , �` 5/5" TYPE 'X' GYP. BD. "Q
STUD WITH (4) xi SCREWS - - - - " FINISHED CEILING (WHERE BOTH SIDES J : CL
`cw OCCURS.) 3
AT LOCATIONS WHERE VERTICAL
STUD SPACING 15 TIGHT, (MAKING SLIPTRACK SYSTEM , " IX IX
Cis
INSTALLATION OF ANGLES DIFFICULT i x5 WAFERHEAD SCREW 3 5/i METAL STUDS ! 16 O,G,
AFTER STUDS ARE IN PLACE), ail i Ins I 3 5/5' METAL STUDS 0 14' O.C. EXTEND TO UNDERSIDE OF qj
ATTACH ANGLES TO STUDS BEFORE DRYWALL SCREWS
EXTEND 70 UNDERSIDE OF STRUCTURE ABOVE, INSTALL V)
INSTALLING STUDS. ix STRUCTURE ABOVE. INSTALL METAL BRIDGING P 4' -0" O.C,, PER
METAL BRIDGING ! 4' -0" O.G., DETAIL M /Al2.1 OR PER MANUF. co W
PER DETAIL M /Al2.1 OR PER RECOMMENDATIONS (j)
Y4
MANUF, RECOMMENDATIONS W 'r
5/6' TYPE 'X' GYP. 50. H
e, 5
I a y
NON-SALES OFF CE/RE57ROOM
1 G x
r
12. Ui .�.. ,.. .
BASE AND FLOOR FINISHES, /
11/2" WIDE x I/2" DP x 16 GA 5/5" GYP. BD. (SEE FINISH PLAN AND -�
SCHEDULE.)
COLD- ROLLED CHANNEL - LOCATE SYSTEM N0. HW -D -0044 (BASED ON U445) I I L2
A7; 5' -0" O.C. MAX VERTICALLY (G? FIRE -RATED WALLS ONLY) GYP. BD, WHERE OCCURS
BASE #FLOOR FINISHES, (SEE (E) FLOOR SLAB
FINISH PLAN 4 SCHEDULE) 1 ti L2
- -- -1- rt -
(E) FLOOR SLAB
11�/11/1
�Q �R
NOTE: SV W�� z• -�
�WF�r z�F3B ���,
INSTALL GYP, BD, ON ONE 5IDE ONLY AT BAC t
K TO � �� €gip }ai
TO BACK CONDITIONS OR AT PERIMETER CONDITIONS `aIN - �W #-
N.T.S. 3 _1 -0 1 1/2 -1 -0 1 1/2 =1 -0 =z� - N
BRIDGING DETAIL �029A121MZRDG = n1Ww
n- r w rr- r w w r w Ko.° �<���
M DETAIL AT FIRE RATED DEFLECTION PLATE NON -RATED PARTITION (NON- SALES) 1 -HR. RATED PARTITION - u� - u4�q ev,g— -Mjg_= R�, =c
02pA121JOpEFL 02SA121F1GRCS F 02SA121COPTRI
�K - �
E: PROVIDE STANDARD 24" 5Q = w W Zg
A SS PANEL IN WALL IF WATER HEATER H.O. (E) DVR ° €W�a� g •
20 GA. GONT °wQW
N IS L TED BEHIND WALL VA E5KN�W�� ° goi�`
16 GA DEEP LEG TRACK WITH 2 FLANGE, I5 GA. VERTICAL SLOTTED SLIP -TRACK - TRACK VARIES REFER TO ELEV.
r , B.C. SPRINKL HEAD
(DEPTH TO MATCH VERTICAL STUD DEPTH) SLP -TRK BY pIE7RIGH SYSTEMS, INC. 8.0. (E) .STRUCTURE
ATTACH TO STRUCTURE W/ (2) 0.205' DIA. (DEPTH TO MATCH VERTICAL STUD DEPTH) CoNT. 3 ill DP, 20 GA STUD o FAINT LINE MARKING HI T
PAF OR (2)-#12 SCREWS 0 16" O.C, ATTACH t0 STRUCTURE W/ 2 0,205" DIA. POINT STOCK CAN BE
() PAF OR (2 )-*12 SCREWS! I�" O,C, - _ STACKED p -11 VARIES REFER TO ELEV / /.� / ��_�r$ W2 =F
() 3 5/5 pP, GA STUD _ W = °aooWW F N
BRACE A 45' 0. -. 3 5/5" DIAG BRACE I I W
B.O, (E) STRUCTURE "�� .;� ^ -gig-11 .,Ki` -'
515" TYPE 'X' YP. BD, 0/ 3 5/6' LI / PER DETAIL A /A02.4
3/4" 14" 3/4" /4" to " ° K ° : K = UD
MA MAX M f1AX CLIP FLANGE REND t Q TO UNDMT IDE OF 57RUG7URE EXTEND /
pig N - ° _ E -
/ ATTACH DIAGONAL TO ° = a € ° ° : a
/ / / SHEATHING W/ (2) -x10 / -A x ABOV - DO NOT ATTACH SHELVING W
-} ua u AT NON- SALES, GYP. -
/ / SCREWS TO 15 WALL O13 -0 A,F.F. MAX.
3 u. � / BD, 70 BE AT 12' -0"
+ o B.O. BRACING
UNLESS THERE IS A N
(2) -x10 SCREWS P 16" + z 14' CDX PLYWOOD DECK OVER
V I r--
O.C.t THROUGH FINISH / _ ° METAL JOIST. CEILING o .f
_ INTO EXIST DEMISING +/ 5 /S" GYP. BD. BOTH SIDES CL o
STANDARD TRACK 1 o
EXISTING 0 CONTINUOUS ALONG TOP EDGE - - - ` O t1Q
FINISHED CEILING (WHERE
WAFERHEAD SCREW I I I DEMISING OF WALL - SAND ALL EDGES OCCURS.)
IN EACH FLANGE OF EACH I� SEE SCHEDULES FOR I (I) -xi WAFERHEAD SCREW WALL 1
VERT STUD IN EACH FLANGE OF EACH " SMOOTH VARIES REFER TO ELEV 3 5/5' METAL STUDS @ 16" O.C.
FINISHES AND STUD SIZES -� I I 1 3 -0
EXTEND TO UNDERSIDE OF
VERT STUD, INSTALL PER
MANUF RECOMMENDATIONS MAX. T.O. GARCY STANDARD I STRUCTURE ABOVE. INSTALL `+
I
I BALES I NON -SALES METAL BRIDGING ! 4' -0' D.G., PER
DETAIL M /Al2.1 OR PER MANUF.
3 5/6" GARCY W/ 314" RECESSED RECOMMENDATIONS U
STANDARD ASSEMBLY (SEE PLAN 1 W O Ld
SEISMIC DESIGN CATEGORIES A. R,; SEISMIC-DESIGN CATEGORIES 0, E. i E DETAILS FOR LAYOUT) 4J p p
sEll 51-0" A.F.F./ I 0 i < w CL
CONT 16 GA GLOSU B4O, CEILING I/2" GYP. BD. J Ca Z w
1 DECK ANCHOR -NON FIRE -RATED DEF 0/ GARCY STUD J 01. D_ w
6" DP, JOIST (SE TRACK PROVIDE (I) -><
PLAN FOR SPA G) SCREW EA. FLANGE OF 6" METAL STUDS 0 14" O.C. 12.j y 0 <
EA. JOIST EXTEND TO UNDERSIDE OF I F SC?�1 C� rn
(2) -x10 ENS AT STRUCTURE ABOVE. INSTALL BASE AND FLOOR FINISHES. / ♦ SUf�.,Djl W w 0 u7
EACH 5t (2) -x10 SCREWS AT (' n f ,
EACH JOIST .METAL BRIDGING p 4' -O" O.G. I J (SEE FINISH PLAN AND f ��' fi'; � z �
I PER DETAIL M /Al2.1 SCHEDULE) \ L2 S rOCT rn
3 5/5' OR 6" X 16 GA BOTTOM TRACK. I I 5/6' TYPE 'X' GYP. GYP. BD. WHERE OCCURS 12' I _ Ui ! Srz,
Cr CTIC) "
j SECURE 70 FLOOR W/ (I) 0.205" DIA. SEE SCHEDULE FOR WALL o
-�
�
1 N BOARD, SEE GLG. t \ - - - - -
PAF ! 14' O.C. BASE AND FLOOR FINISHES 3 5/5 20 GA MTL STUDS ! - - - - - -
o
_
16" O.C. MAX. (INSTALL ONE PLAN # SCHEDULE. BASE t FLOOR FINISHES. (SEE - - - /C)y
\ (E) FLOOR SLAB a3Y M
II II STUD AT EACH JOIST FIN15H PLAN # SCHEDULE) L2 %/' .+
1 / / / /� /✓
w w� f/ 1� J' i o (n 4 La ri
/ (E) FLOOR SLAB 111 % ,� ER j
Nor .. IN LL PLAQUE STATING LOAD CAPACITY NOTE: INSTALL 5/i" CEM -ST / "' V� r J
TALL ACCESS PANELS AS REQ I D. DECK BY JS ARCH. PRO TS / / / / �/ i' / / X//ox t1» a U
EE CONSTRUCTION PLAN FOR WALL AND IN LIEU OF PLYWOOD FOR O U = .. w
n FLOOR ANCHOR PLATFORM LOCATIONS NON- COMBU5TABLE LOCATION NOTE- Z_ = tn •• t IL p
L INSTALL. GYP. 6D. ON ONE SIDE ONLY AT BACK TO � c-
TO BACK CONDITIONS OR AT PERIMETER CONDITIONS U a � N Z � a
' -0" 1 1/2 " =T -0" 1 1/2 " =T -0" 1 1/2 " -1' -0" W
FLOOR / DECK ANCHOR DETAILS a
,,• PLATFORM SECTION (TOILET /OFFICE) 02RA121HIPLAT H NON -RATED PARTITION 02sA121E1cRCa E NON -RATED PARTITION o2sA121�o4 -ON ° z ° ° (A °
W �Ln V) Cn tnow
REVISIONS:
A Rl:Ml11RED 1Y: DATE
* oa /DI /rl
STUD SIZE MATRIX FOR ALL INTERIOR -PARTITIONS
SEISMIC DESIGN CATEGORIES A t D E
STUD
DESIGNATION
STUD
DEPTH
FLANGE
WIDTH
STUD
GAUGE
STUD
SPACING
MAXIMUM WALL HEIGHT
IPANNNG FROM FLOOR TO DECK
3425142 -33
3 5/5"
1 5/5"
20
3425142 -43
3 5/5"
1 5/5"
ib
14"
101' -0"
3425142 -54
3 5/5"
1 5/6"
14
1G"
201 -4"
4005142 -33
4"
1 5/5"
20
14"
4005142 -43
G"
1 5/5"
15
14"
25' -G"
4005162 -54
G"
15/5"
14
14"
301 -01'
/ VARIES REFER TO ELEV B.O. (E) STRUCTURE VA I S C VARIES REFER TO ELEV / \
(E) STRUCTURE i 13.0. (E) STRUCTURE /
i IF POSSIDLE (BUT NOT 3 5l6" DP CONT. CRACK
CONTINUOUS FIRE RETARDANT REQUIRED) ALTERNATE W/ (1) x12 SCREW IN
SEALANT ! TOP AND BOTTOM OF (E) WALL PARTITION DIAGONAL ORIENTATION EA, FLANGE OF EA,
PARTITION, BOTH SIDES. STUD
J -SHAPE METAL TRIM, BIM. / • IN,ICATU N, W/rON 14 IRIS SHEET
BOTH SIDES. (4) -x12 SCREWS \
(TYP) +
5 /6" TYPE 'X' GYP. BOARD ON FINISHED CEILING - n X 3 5/5" DIAG BRACE S H R E M S H O C K
ACCESSIBLE 5IDE ONLY - X13 0 A.F.F. MAX. / PER DETAIL A /A02.4
(WHERE OCCURS) e.o. 6RACwG Shremshock Architects Inc.
FINISHED CEILING Gerald S. Shremshock, Architect
2 1/2" OR 4' 'C -H' SHAPED — — — (WHERE OCCURS) 6130 S. Sunbury Ad. Westerville, OH 43031
—
STUDS ! 24" O.C. _ t;0145454550 f:4145454555
- -- -- - -- . OF ,
5/6" GYPSUM BOARD jyP� *F > « „•�i� .,
I' GYPSUM WALLBOARD LINER PANELS / �� n
slip , ••, .
5 /i” GYP. BD. BOTH SIDES
NOTES: INSERTED IN H r AS REQUIRED
SHAPED SECTION OF �.. �� � �•� ��`� "��
'C-W' STUDS 7/5 II METAL FURRING / II II is�• .-
3 5/i METAL STUDS P 16 O.C. • �s ,.
1. TABLE IS VALID FOR ALL SEISMIC ZONES. CHANNELS 0' 24" O.G. EXTEND TO UNDERSIDE OF
2, DESIGN BASED ON ALLOWABLE DEFLECTION OF L /200, "A CCESS115L SIDE" "INACCE551BLE 5IDE_ (RUN HORIZONTALLY ) / STRUCTURE ABOVE, INSTALL
`�i ,• • ." "
3. DESIGN BASED ON Fy - 33 K51 FOR 3 5/5" # 4" STUDS LESS THAN 14 METAL BRIDGING P 4' -0" O.G., GAUGE. PER DETAIL M /AI2,I OR PER
Fy - 50 K51 FOR 3 5/5 ", 16 GAUGE.
A. PROVIDE HORIZONTAL BRIDGING A 5' -0" O.C. MAX, INSTALL PER MANUFACTURER'S MANUF. RECOMMENDATIONS 471
RECOMMENDATIONS.
5, DESIGN BASED ON MINIMUM 5 PSF LATERAL LOAD, OR LATERAL SEISMIC LOAD, (E) WALL PARTITION y 0 CO
WHICHEVER CONTROLS, BASE AND FLOOR FINISHES. E '74 DATE ISSUED: 02/18/11
6 , TABLE IS VALID FOR UP TO (2) LAYERS OF 5/5" THK GYPSUM BOARD ON EACH SIDE OF (SEE FINISH PLAN AND INTERIOR J
METAL STUDS. ELEVATIONS.) BASE AND FLOOR FINISHES. 12. DESIGNED BY: MB
(SEE FINISH PLAN AND t co a s, DRAWN BY: MDP
SCHEDULE) j BASE AND FLOOR FINISHES. C
(SEE FINISH PLAN AND j C�' CHECKED 1Y: KMM
- - - - - / - - - - SCHEDULE) I L2 CD U) ~�_•
NOTE: DRAWINGS WITH THIS STAMP
HAVE IBIS €N REDUCED �InO SIZE FROM (E) FLOOR SLAG % (E) FLOOR SLAB - - -- - - - -- T PARTITION
j� /j /i, (E) FLOOR SLAB / DETAILS
OUR STAND /
ARID 30 x �•2 PAPER.
THESE DRAWINGS ARE NOT TO SCALE NOTE:
INSTALL GYP. BD, ON ONE SIDE ONLY AT BACK TO BACK DRAWING NUMBER:
I A STUD SIZE MATRIX N.T«S. - 1 1/2 ^1 -0 1 1/211211-090 .. 1 1/211=11-011 12 M, 1
CONDITIONS OR AT PERIMETER CONDITIONS.
Omin K 1 -HR. RATED SHAFT WALL U.L.*U469 G FURRING WALL (TYP.) D NON RATED PARTITION A