HomeMy WebLinkAboutA000.3(N) CONIC. fo-4,0DUPSl 1IT'da. X12SMOOTH 43@18"O.C. CONT,
SAWCUT SLAB AS SHOWN ROD IN DRILLED HOLES (N)#3@1B'O.C.
AT 18"O.C.
(E) T' SAND (N) TAPEISEAL
(REFER TO DEMO PLAN) JOINTS PER BELOW
(E) T' SAND
I I—
(E)VAPOR CTEDRErA ILL __ BELOW —'
(E) VAPOR RETARDER (E) CRUSHED ROCK
(N)TAPE/SEAL
JOINTS PER BELOW PIPE PER PLUMBING I
ELECTRICAL PLANS
CONS SEQUENCE,
S`TIONN SEQUENCE:
1, AFTER REMOVAL OF EXISTING MASONRY WALL, CHIP AWAYTOP OF EXISTING FOUNDATION WALL(OR BOTTOM OF
EXISTING SLAB ON GRADE(S.O.G.).
2 DRILL HOLE INTO EXISTING S.O.G TO ACCEPT NEW SMOOTH DOWEL PER"SMOOTH DOWEL"TABLE ABOVE
A DRILL HOLE DIAMETER EQUAL TO DOWEL DIAMETER PLUS 1116'
.
B CLEAN HOLE OF DUST &DEBRIS,
C. GREASE END OF SMOOTH DOWEL AND INSERT INTO HOLE IN EXISTING S.O.G.
3, WRAP DOWEL WITH SLEEVE OR PREATTACHED POLYETHYLENE COVERING TO ASSSURE SLIPPAGE IN PLACE IN THE
NEWS.O.G.
4, PROPERLY CLEAN AND PREPARE EXISTING SUBSTRATE PRIOR TO CONCRETE PLACEMENT.
B APPLY BOND BREAK PRIOR TO CONCRETE PLACEMENT.
6. POUR NEW SLAB ON GRADE.
] IFEDGE OFEASTINGSLABISUNEVEN, SAW -OUT 1-1/2'DEEP AT 4"AWAY FROM EDGE OF EXISTING S.O.G. AND
BREAKOUT CONCRETE. EPDXY GROUT EVEN WITH TOP OF EXISTING S.O.G. & NEW S.O.G. (a.k.a. KEY -IN).
SMOOTH DOWELS INFORMATION
SLAB
THICKNESS
DOWEL
SIZE
LENGTH
EMBED
SPACING
4" & 6"
S8"
18"
9"
1 T'
6" & T
8/4"
18"
9"
1 T'
8" & 9"
1"
18"
9"
1 T'
10"
� FLOOR DETAIL - SLAB PATCH TYPICAL
A0.2 112"=V4
EXISTING WALLCONSTRUCTION TO
REMAIN
2XWOOD STUD FRAMING AT I6"O.C.
GYP. BOARD BOTH SIDE$MATCH EXISTING
BATT INSULATION IN INFILL.
FINISH NEW INFILL TO BE FLUSH AND
SMOOTH WITH EXISTING WALL FINISH
DETAIL - NEW WALL INFILL
1 lf1"=1'-U
DATE:
LINE OF
STRUCTURE
2%WOOD STUD DOUBLETOP PLATE
LINE OF
CEILING
5'8"GYPSUM WALL BOARD ONE SIDE
—
WOOD STUD FRAMING AT 16" O.C.
u�2X
5
PROVIDE SOUND ATTENUATION GATT
WHERE
WITH SOUND
NO SOUND
STUD
WALL
FIRE
UL
MIN.
COMMENTS
ATTENUATION
ATTENUATION
WIDTH
WIDTH
RATING
LISTING
STR
DESIGNATION
DESIGNATION
RATING'
F3ti same as F3i
F3i
F3
but moisture
312"
41I8"
NON
RATED
WA
NIA
resistant gyp btl
and rile to be used
—
FD
�
NON
S12'
81/8"
RATED
N/A
N/A
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cannel
WALL PARTITION NOTES
— —
A PAATITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC
DESIGNATION, OR A COMBINATION OF BOTH DESIGNATIONS.
B. WALL TAG DESIGNATION INDICATES WALL TYPE (SHOWN AS ACAPITAL LETTER), THICKNESS
M
(SHOWN AS A NUMBER, REFER TO LEGEND BELOW), IF INSULATED (SHOWN WITH AN "I"), AND IF
M
IT IS A RATED WALL (SHOWN WITH AN "r').
NUMERIC CHARACTER STUD DEPTH STUD WIDTH
M.D. ARCHITECTS, PC
9084 TECHNOLOGY DRIVE
3 31IT' 112,
FISHERS, IN /8038
6 51/T' 112"
lEL:31Z558.2822
8 7 1l4" 1 12"
FAX' 317.563.2027
www.mdwchirecls cam
C. IF NO SYMBOL DESIGNATION IS PROVIDED, THE WALL TYPE SHALL BE A3,
0, NOT ALL WALL TYPES LISTED WILL BE USED ONTHIS PROJECT. REFER TO FLOOR PLANS
AND NOTES FOR CORRECT WALL IDENTIFICATION &LOCATION.
E "LINE OF STRUCTURE' INDICATED FOR EACH PARTRION IS DIAGRAMMATIC ONLY AND DOES
NOT INDICATE EXACT CONSTRUCTION CONDRIONS OR GEOMETRY.
F ALL DIMENSIONS ARE FROM FACE OF FINISH WALL TO FACE OF FINISH WALL OR FACE OF
MASONRY REFER TO PARTRION MATRICES FOR PARTITION WIDTH DIMENSIONS UNLESS
INDICATED TO BE SHOWN ON PLAN.
G. ALTHOUGH WALL STUD SIZES ARE LISTED FOR AREAS WHERE STUDS EXPEND TO
STRUCTURE ABOVE OR HIGH AREAS, CONTRACTOR TO VERIFY SIZE INDICATED IS ADEQUATE
FOR HEIGHT LISTED. PROVIDE ADEQUATELY SIZED STUD FRAMING AND NOTIFY ARCHITECT
OF ANY DISCREPANCIES PRIOR TO FABRIGATIONIINSTPLLATION.
H. ALL INTERIOR NON BEARING STUDS TO BE DESIGNED FOR A DEFLECTION EQUAL TO BUT NOT
GREATER THAN V240, UNLESS FULL WALL FINISH IS DETERMINED TO BE FRAGILE OR
BRITTLE, THEN DEFLECTION TO BE V360. EXAMPLES OF FRAGILE FINISHES WOULD INCLUDE
BUT NOT LIMITED TO ANY TYPE OF WALL TILE, PLASTER, OR PLASTER SKIM COAT.
I. PROVIDE MOISTURE RESISTANT BOARD IN LIEU OF GYPSUM WALLBOARD IN ALL WET
AREAS- AT COFFEE AREA AND KITCHEN. INSTALL 5�8" CEMENT BOARD (DUROCK OR EQUAL)
AT ALL TILE WALL APPLICATIONS.
J. REFER TO TOILET ACCESSORIES SHEET AND CASEWORK DETAILS FOR MOUNTING
INFORMATION.
K REFER TO FINISH PLANS & SCHEDULES FOR FINIAL WALL FINISHES.
L. FIRE RESISTANT RATINGS ARE TO SURROUND ALL OPENINGS IN RATED PARTITIONS.
M. FIRE RESISTANT PARTTIONS SHALL EXPEND AND SEAL TO INSIDE FACE OF EXTERIOR
SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.
O
N. EACH RATED PARTITION SHOWN ON THE DRAWINGS THAT CONSISTS OF FIRE RESISTANT
� (+')
RATING, SHALL BE IDENTIFIED AS SUCH WITH A LABEL ABOVE THE CEILING ON EACH
SEGMENT OF THE WALL AND 6'-0" O.C. MAX EACH SIDE.
� O
/ O
0. SEALANT:
CI �
a. FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE RESISTANT FILL
MATERIAL IN CONJUNCTION WITH AN APPROPRIATE RATED FIRE STOPPING SYSTEM.
�\\
Q
b. NON -RATED PARTITIONS SHALL USE ACOUSTICAL SEALANT.
Z
Q
P ALL INTERIOR PARTTIONS SHALL HAVE ASTC RATING OF 48 UNLESS OTHERWISE INDICATED.
O
PROVIDE ACOUSTIC BATT INSULATION AND SOUND SEALANT AT ALL INTERIOR GYPSUM
0
BOARD PARTITIONS UNLESS NOTED OTHERWISE.
% Z
D. WHERE GW&STUD EXTENDS TO DEC!<OR ON ONE SIDE ONLY W
WITH SOUND
ATTENUATION
DESIGNATION
NO SOUND
ATTENUATION
DESIGNATION
STUD
WIDTH
WALL
WIDTH
FIRE
RATING
UL
11STNG
MN
y�C
RATING
(wllnsuU
COMMENTS
B3i
�
342"
43/4"
NON
RATED
N/A
47
B6i
B6
S12"
E3/4"
NON
RATED
NIA
47
�
B3r
&12"
43/4"
1 HR.
RATED
U305
45
LINE OF —
STRUCTURE
NE OF
CEILING
LINE OF
STRUCTURiE
TYPE: FULL HEIGHT WALL
WALL PARTITION TYPE
2X WOOD STUD DOUBLE TOP PLATE
PROVIDE SOUND BATT INSULATION AS
REQUIRED
2 X WOOD STUD FRAMING AT 16" O.C.
518' TYPE-X GYP BOARD BOTH SIDES
2 X WOOD STUD RUNNER
WITH SOUND
ATTENUATION
DESIGNATION
NO SOUND
ATTENUATION
DESIGNATION
ST4WIDTH
W
UL
LISTING
MIN
STC
RATING
A3i
A3
N/A
NA
�
WA
NIA
TYPE: TYPICAL WALL (6" PAST CLG.)
WALL PARTITION TYPE I A
�7
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No. 199000A8
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