HomeMy WebLinkAbout010-84 S College Hills Elevation.14.A
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WALL LEGEND
I I I t I I I - 2X4 STUDS AT 16" 0. C. W/5/8" DRY-
WALL BOTH SIDES TO 6" ABOVE FINISH
CEILING
2X4 STUDS AT 16" 0. C. W/5/8" TYPE "X"
DRYWALL BOTH SIDES TO UNDERSIDE OF DEC,<
1 /4 1 T -0"
C
DOOR
JAY,B
WOOD BLOCKING BY
CARPENTRY CONTRACTOR
SECURED TO STRUCTURE AB --,'.'L
CO-ORDINATE WITH GLASS b
GLAZING CONTRACTOR
0
`N
CLEAR 1/4" TEMPERED GL'.-cS
It
2 x 4 WOOD STUDS a
16" O.C. W/ 112" DRQ WA' -L
MARLITE
4" VINYL BASE
SECTION 1
1 1 /2": V-0"
ry,r mn CTT T "%^ n^vvv, %, .
IETE
HEET
DETAIL 1
1 ": 1 ,-c"
FACE OF DRYWALL
STONE SILL
1.0
THE DRAWL NOS AND
SPECIFICATIONS ARE AN
INSTRUMENT OF SERVICE AND ARE
THE SOLE PROPEPTY OF THE
ARCHITECT. ANY REUSE
OR DLRLICATION OF THESE
DOCU%ENTS 1S PROHIBITED
VVI TROUT E)PF*E5'S VRI TTEN
PERM( SS I ON FROM THE ARCH 1 TECT.
ALL VIORK SHALL BE I NSTR I CT
COWLIANCE WITH ALL
APPLICABLE LAMS, CODES AND
ORDINANCES.
1.2
VERIFY ALL EXISTING
CONDITIONS PRIOR TO THE
START OF CONSTRICTION.
NOTIFY ARCHITECT 1MEDIATELY
OF CONFLICTS PRIOR TO
PROCEEDING WITH WOW.
1.3
NIC = "NOT 1N CONTRACT".
CONTRACTOR TO COORDINATE AND
VERIFY AS TO BLOCK I N0.
HOOK-UP, AND OTHER
REQU I REWNTS WITH OMfER.
1.4
VERIFY WITH WISH
ENGI NEERI NO DEPARTMENT ALL
DIDENSIONS RELATIVE TO PIT
ORAL NS. TRENCHES. AND FLOOR DRAINS
PRIOR TO START OF
CONSTR)CTI ON.
1.5
ALL DIMENSIONS AAE FROM
FACE OF STUD TO
FACE OF STUD OR FROM
FACE OF STUD TO FACE
OF 1PSONRY OR FACE OF
MASONRY TO FACE OF M#SONRY
UNLESS OTHEFrA SE NOTED. ALL
"ONRY Di MENS I ONS ARE
how NAL..
1.6
CONTACT RESPECTIVE UTILITY
COWANIES FOR EXACT LOCATION
OF UNDERGROUND SERVICES
PRIOR TO START OF
CONSTRUCTION. TAKE EVERY
PRECAUTION NECESSARY TO
PROTECT EXISTING SERVICES
DURING CONSTRUCTION.
1.7
EACH CONTRACTOR SHALL PROV 1 DE
ALL BAFii I CADFS. DUST
PARTITIONS, ETC. AS REQUIRED
BY LAM( CODE OR ORDINANCE AND
AS OTFf SE REQU I RED.
1.0
EACH CONTRACTOR IS REQU I RED
TO REMOVE ALL CARTONS, BOXES,
PALLETS, PACKAGING, UNUSED
MATERIALS. TRASH AND DEBRIS
CAUSED BY HIS Vii( FROM THE
JOB SITE.
3. 1 5
RETrE►EN(:ED FINISH FLOOR
ELEVATION • 100'-0".
3.19
EXTERIOR WM-XS AT ENTRANCES
AND ALL EXTERIOR CONCRETE
RAWS SHALL BE NONSL I P
FINISH. SEE SPEC.
3.27
CONCRETE STOOP.
3.30
MONO-LITHIC POURED CURS WITH
I I I 05 BAR TOP AND BOTTOM.
3.32
4" CONCRETE SLAB WITH 6 X 6
X 10/10 MW OVER 4' COMPACTED
GRANULAR FILL.
3.34
ALL EXPOSED 1 NTER 1 Ot SLABS
SHALL BE SEALED VMI TH A
k4 NI AUNT OF TVIO (2) COATS
OF SEALER.
4. 1 2
STONE SILL
4.4
CONTROL JOINT. SEE
DETAIL 2/9
6.3
1 X 3 FURRING AT 24' MO.
7. 19
W%SONRY CONTRACTOR SHALL
PROVIDE INSULATION IN ALL NEW
WSONRY WILLS FROM TOP OF
FOOTING TO TOP OF PARAPET.
SEE SPECS.
6.7
ALUMINUM AND GLASS ENTRY.
9.0
ALL PARTITIONS TO BE 3 1/2'
TREATED MOO STUD WITH 5/9'
DRYWALL EACH SIDE UNLESS
OTHERWISE NOTED.
9.12
PAINT ALL EXPOSED L I GHTYIE I GHT
BLOCK AND GYPSUM BOARD.
9.14
DO NOT PAINT WILL SURFACES
BEHI ND COOLERS.
9.15
ALL WOOD HOCKING, FU RR i NG.
ETC.. TO BE FIRE RETARDENT
TREATED I TYP i CAL 1 , OR ►ETAL..
9.24
12' SHELF. SEE DETAIL 10/9,
9.25
BULKHEAD 2 X 4 STUDS AT 16'
MC. WITH 5/e' ORYWkLL BOTH
SIDES TO 6" ABOVE FINISHED
CEILING.
10.1
TOWEL DISPENSERS, SOAP
DISPENSERS FURN I SHED BY
OWNER: INSTALLED BY CARP.
CONTRACTOR.
10.2
GRAB BAR. SEE SPECS.
10.3
701 LET PAPER HOLDER. SEE
SPECS.
10.4
MIRROR. SEE SPECS.