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WALL UNE/HVAcGENERAL NOTES:
UNIT CURB SEE PLANS AND
48" U.N.O. w INT. ELEVATIONS, TYP. EASE ALL EDGES
p TYP.
CANT STRIP NOTE: CONTINUE WALL NOTE: HEAD CONDITION SHOWN
1 /2" RADIUS AT IS ALSO TYPICAL AT EACH 1. ALL CCK SHOWN ON SLED U T ARE NOT NECESSARILY USED. ONLY
ROOFING TILE N TILE PATTERN THRU ALL THOSE CASWORK ITEMS CALLED OUT ON INTERIOR ELEVATIONS AND/OR FLOOR
W SHOWER ENCLOSURES �* B=UILT UP EDGE JAMB OF SHOWER ENTRY PLANS SHALL BE USED.
- UNDERLAYMENTJ N
2. CASEWORK NUMBERS SHOWN ON SCHEDULE ARE THOSE OF THE WOODWORK
eeCbeO oo eo O eo a ee se ee e• O
INSTITUTE OF CALIFORNIA (WIC) DESIGN NUMBERING SYSTEM.
.--- PLYWOOD SHEATHING
2x FRAMING O 1s" OC SOLID
NOTE: MAX PERPENDICULAR
POLYMER 3. a'�MO�sION� DIMENSIONS INDICATED IN SCHEDULE ARE NOMINAL OUTSIDE
TO ROOF FRAMING, TYP BASE CABINET
VERIFY A ACCENT TILES BELOW TYP. 4. ALL DIMENSIONS NOTED ON SCHEDULE ARE IN INCHES.
• CONTRACTOR TO VE O '
CRICKETS TO DRAIN ® BUILT-UP ROOFING . • 5. FILLER STRIPS ARE REQUIRED AT ENDS OF CABINETS WHERE CABINETS ARE h
" PER FOOT ADJACENT TO WALLS.
A MIN 1/2- 1 1 /2 ----
_ • PLYWID CRICKET THICK- w WALL TILE --,-- �� 6. ALL FILLER STRIPS AT ALL TALL AND WALL CABINETS TO HAVE TOP AND
a NESS TO MATCH ROOF TAPER EDGE STRIP § ROLLED EDGE. ( i Rte'
SHEATHING BULLNOSE ® SINKS
N = 1 /4" RAD. � ; 7. .HEIGHT dMENSIONS of BASE CABINETS INCLUDE FINISHED TOP THICKNESS of Virginia Dare Tower
• REF STRUCT DWGS FOR WALL UNE/HVAC /r _ ACOUSTICAL 1 1/2" ac SASE HEIGHT of 4" �ILEss OTHERWISE NOTED.
PRE -COATED GALVANIZED ROOF SUPPORTS UNIT CURB F
r INSULATION •__" oF112" 10470 Foothill Blvd.
FLASHING •USE DETAIL "A" WHERE .- +7 4 AFFI S. HEIGHT OIMESIONS OF APRONS INCLUDE FINISHED TOP THICKNESS /
METAL EAVE FL AFTERS T- ( FLOOR UNE SHALL R lh 91730-3754 0
, PLYWOOD AND R CANT STRIP N VERIFY ANY CUT TILE PLAS •- ; / UNLESS 0 NOTED.
AND CONTINUOUS ARE USED. USE DETAIL
LOCATIONS WITH ARCHITECT LAM. 9. HEIGHT DIMENSIONS OF TOPS WITH APRONS FROM FINISHED California
FLASHING CUP "g" WHERE RIGID .INSUL- ------- . MATCH HEIGHT LINE SHALL MATCH HEK;N~IT OF ADJACENT BASE CABINETS
9'-4" T.O.M. OVER MEMBRANE ROOFING OVER ---MET LATH OVER 30# UNLESS OTHERWISE NOTED.
ATION IS USED 0 BASE FELT ® ALL WALLS, CEILINGS t 8 I: 9 0 9 9 8 7 0 9 0 9
_ _ CERAMIC
METAL DECKING. PROTECTION BD OVER &JAMBS OF SHOWER STALL 10. AL1. -PLAN DIMENSIONS OF CASEWORK ARE CABINET DIMENSIONS ONLY do DO
2 x s SHAPED iGID INSUL fax: 909 980 9980
TAPERED R NOT INCLUDE TOPS.
REDWOOD TRIM ��plE.._.
GALVANIZED STEEL 11. PROVIDE FINISHED END PANELS FOR SUPPORT OF COUNTERTOPS AT SHEETING, SEAMLESS SEAMLESS COUNTER EQUIpMENTOR KNEE SPACES WHERE THERE IS NO ADJACENT WALL
OR CABINET THAT CAN BE USED FOR SUPPORT.
TYPICAL WALL = SOLID WOOD CORE BOND COAT
12. FINISH ALL EXPOSED PORTIONS OF CASEWORK AND COUNTERTOPS.
TILE LAYOUT NUNITS
13. STANDARD � INCLUDING OPEN
CABINET LINER UNLESS SHALL IERW ISE NOTED CASEWORK MANUFACTURER'S
2 X 12 SUB -FASCIA, 48" U.N.O.
GALV. 3/4" MORTAR BED 14. ALL TOE SPACES SHALL BE 4" IN HEIGHT AND 3" IN DEPTH AND SHALL
SEE STRUCTURAL DWGS. PROTECTION BD OVER STEEL RETURN TO WALL WHERE ENDS OF CABINETS ARE EXPOSED.
• RIGID INSUL OVER
15. ALL SHELVING SHALL BE ADJUSTABLE UNLESS OTHERWISE NOTED.
MET DECK, REF STRUC7
DWGS JOB NUMBER: XXXXXX)( FILE/C51 NUMBER: XCASE01 REVISION DATE: XX/A/XX JOB NUMBER: XXXXXXX 16. PROVIDE DUST CLOSURE PANELS TO COLING OR DROPPED SOFFIT AS
pl JOB NUMBER: FILE/CSI NUMBER: Xii00F07 REVISION DATE: 06/13/97 JOB NUMBER: - FILE/CSI NUMBER: XWALL02 REVISION DATE: XX/XX/XX SCRATCH COAT VolCATt� ON ELEVATIONS OR PLAN.
FlLE/CSI NUMBER: WA1�E02
REVISION DATE )0(/XX/XX
" _ �- - TE R TO P S 1 � /2»=�'-O" � 17. ALL COUNTERTOPS SHALL � � DEPTHS AS DETAILED AND
» N.T.S. TILE 3/8 - 1 0 13 COUN o,�LLQCA ET I�GTMs REQS INFORM TO
EAVE TRIM3 =1 -o CRICKET DETAIL 17 TYP . CERAMIC TILE ® WALLS,
•• , CEILINGS &JAMBS
18. PROVIDE BACKSPLASH RETURN AT ENDS OF COUNTERTOPS WHEN ADJACENT
000 •. CONCRETE MASONRY WALL TO WALL OR OTHER FULL DIGHT CASEWORK.
SEALANT SEALANT °:: 2x STUDS ®16" OC 19, TTHAN TME• CASTRIM & EWORK K •ANUFA�CTURI ITEMS
SLES OTHERWISALL BE E ENOL• BY OTHER
ORECESSED NEMA TYPE 1 ENCLOSURE W/ OPEN,
.: O•.
GALVANIZED STEEL COUNTER CLOSE, STOP BUTTON FOR EACH DOOR. ENGRAVE 20. ALL COUNTERTOPS SHALL BE PLASTIC LAMINATE UNLESS 07HERMSE NOTED.
GALVANIZED STEEL COUNTER FLASHING WITH PIPE QOO TOP OF EACH BUTTON W/ FUNCTION. PROVIDE
WITH PIPE :, . ' ° INTERIOR CONCEALED FASTENERS AT ENCLOSURE. •
FLASHINGCLAMP SET IN SEALANT . 0 „
CLAMP SET IN SEALANT O 1 PERIMETER FLANGE. FINISH. STAINLESS STEEL.
t CCS a� o
SEE STRUCTURAL DRAWINGS FOR C.' -:r 101/2"
CEILING FRAMING AND ADDITIONAL GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE oO• .
ROOF JACK, SIZED ROOF JACK, SIZED �`;''• 11 1 " 2" 2" 2" 1 1 "1 � N
66,
SUPPORT INFORMATION.FOR PIPE 0 '
FOR PIPE N ;:: - CERAMIC MOSAIC TILE
Noll FLASHING ,; ':::
_ FLASHING = COMPOUND --- -_-_ ® SHOWER FLOOR, SLOPE TO DRAIN
INCOMPOUND --- B
j
M
5/8" GYP. BOARD FIBER CEMENT TILE
C4
� I _ / ` lam_` �\� / A
ROOFING OVER PLYWOODo 6" i 0 0 O O •,,. FLOOR DRAIN
SHEATHING .1 ROOFING OVER 0 - A
MOUNTING RAIL ASSEMBLY. •' PLYWOOD SHEATHING
ADJUST HEIGHT OF RAIL AS BROWNER PAN
REQUIRED TO MAINTAIN DIMENSION. _ °
� J
`�. Lam -INE _ ° -.4 a / D ...� ; N
OVERHEAD REEL HOUSING.` _
CONNECT REELS TO ELECTRICAL,° ° I , •.
WATER OR COMPRESSED AIR / \� ` '�/
AS INDICATED. LABELS: MICARTA OR LAMACOID PLATE, B C
t�
, � • 4 • � ' 4: 1 /8" TRK. X b/8" HIGH X 1 1/2- LONG, WHITE ° d �
O Q LETTERS ON BLACK BACKGROUND W/ BEVELED EDGE, 4
00 HELVETICA REGULAR TEXT. °a ° d ° ,� / T� N �
1 °
' M
rlo
0 CONC CURB D E E 0
2X WOOD FRAMING, SEE C��_" NOTE: REDUCE HEIGHT OF \ O
STRUCTURAL DRAWINGS 1° : b CONC. CURB AT SHOWER / 1 L
`0 :r ENTRANCE TO 4" ABOVE
FINISH FLOOR. / l •.. • ��
OPENING OPENING •`�E � � `.� ....�
2X WOOD FRAMING SEE "
, ' AS REa'o CASEWORK ANCHORAGE LOCATIONS
AS REQ'I3 STRUCTURAL DRAWINGS JOB NUMBER: )0acxlax FILE/CSI NUMBER: XS4IOWR01 REVISION DATE: JOB NUMBER:
i REVISION DATE: XX/XX/XX JOB NUMBER: XXX%XX)( FILE/CSI NUMBER: XROM12 REVISION DATE: XX/XX/XX JOB NUMBER: XXXXXXX FILE/CSI .NUMB 0PT04 REVISION DATE: XX/l0f/)0(
FILE/CSI NUMBER: XEOP707 REVISION DATE: XX/XX/XX JOB NUMBER: XXXXXXX FILE/CSI NUMBER: XRO� 2
", 2"=1'-0"CONTROL 3"=1'-�" 10 SH0WER SECTION ,1/2=,-o" .» ,"VENT112=1 -o OF VENT 11/ 'k DOOR1 = 1 -o / 18 PIPE RO1.LL..
OVERHEAD REEL 22 PIPE ROOF
° °
3
EXTERIOR PLASTER a
THIN -SET CERAMIC TILE I 8
.- BACKING BOARD � �c
OVER MOISTURE RESISTANT WOOD FRAMING, SEE CEMENTITIOUS BACK N
GYPSUM BOARD AND FELT STRUCTURAL DRAWINGS 2' -0" ------------
DRIP MOLDING ® HEAD
8" A 6 2
BACKER ROD do FIBERGLASS REINFORCED PANEL 2"
SEALANT SCHEDULED DOOR
f--3/4" RADIUS
°
N 3 4" PLYWOOD SHEATHING ° EMERGENCY FUEL
/ 1/8' THICK ALUMINUM
LOUVER W 50� DIAMOND TREAD PLATE- SHUT-OFF SWITCH S.S. SCREWS I 1 CONSULTANT
STEEL /
BRIGHT NATURAL FINISH. EXPOSED CONCRETE WITH
;,,� 4 •,_,,.•.. _ FREE AREA AND BIRD CHEMECAL HARDENER °
POLISH EDGES TO
1 1/2" p SCREEN, PAINTED o
2 X 6 FRAMING O 16" O.C. MATCH FACE. CONTINUOUS MOLDING o
o c to
- __-- AND SEALANT. 3 3
Z I " (nd .r " EQUAL EQUAL EQUAL3/4 RADIUS
z 16 GA. GALV. STt. SIGN,
i
t 1" RADIUS TYPICAL Pb FLOOR DRAINN _ PAINTED. 1 1/2" HIGH,
.....,.... Ittl•'
a.
'
°
v �► • � o
WHITE HELV. REG. TEXT.
REDA BACKGROUND INT EXt C FULL -SET CERAMIC TILE a.a C
5 �D)
APPROVEDQa
+ DOOR MANUFACTURER 0
NOTE: SEE ELECTRICAL
REINFORCING VERIFY DIMENSION WITH FUEL SHUT-OFF SWITCH,
a FOR DUCTWORK o
• . • •' "" • ' ' '•�:' •'�,��• � T•••r • •:; �� '� CONNECTION, SEE MECH. �, 1" LONG STAINLESS STEEL DRAWINGS
COUNTERSINK SCREWS
DRAWINGS. ° ° ° °
• a
d T 6
° 4. �CONCRETE SLAB, SEE 1 VARIES 1"
CONCRETE CURB
STRUCTURAL DRAWINGS
THIN LOAD BEARING
MEMBRANE JOB NUMBER: FILE/CSI NUMBER: XsRW REVISION DATE: XX/XX/XX JOB NUMBER: XXXXXXX APPROVED
FILE CSI NUMBER: XSHOY1R03 REVISION DATE: �
REVISION DATE: XX/70(/XX REVISION DATE:
08/26/97 JOB NUMBER: / TT`.1+. t^r"
NUMBER: 98113 FILE/CSI NUMBER: )FIM JOB NUMBER: XXXXXXX FILE/CSI NUMBER: XDOOR03
JOBFU1-1/2»=1'-0" • i
FILE/CSI NUMBER: XI 0401 REVISION DATE: XX/XX/XX ALUMINUM KICK PLATES & _ _ 1 1 /2"=1'-0" 11 EL SI GN7" »_ ._ » 1"-�' �" 15 SHOWER SECTION.
1-1/2""=1 -o 3 -1 0 19 PUSH PLATES 3/8"I "RAMSET" WEDGE ANCHORS
P I EMBED ®24 OC TO CONCRETE
�"`��
SH OWER BEN CH23 LOUVER((33
I ACOUSTICAL INSULATION E SLAB,' MI2 PER CABINET
i TION ACOUSTICAL INSULA
I NOTES: I
2 X 16 r100D STUD
I GYPSUM BOARD 1. CONTINUE WALL TILE PATTERN I _
ON ALL SHOWER INTERIORS. I FULL HEIGHT MIRROR W/
" I APPROVED ````�•" '`t
3/4 PLYWOOD
I CONT. STAINLESS STEEL
I EQ. ON THRU SHOWER SEE 6 I TRIM 0 TOP AND BOTTOM �•~~�+`�S�D ARCS311
a FULL HEIGHT MIRROR W/
EQ. 2. FOR SECTION _
CONT. STAINLESS STEEL EQ 2" fw F�''rj;
I TRIM 0 TOP AND BOTTOM
2 x WOOD FRAMING CASEWORK ANCHORAGE NOTES:
L WOLFF►
i LIGHT FIXTURE, SEE
I I ELECTRICAL DRAWINGS SHOWER HEAD, SEE I f 784 Q
MIRROR W/ CONT. i �
tO j PAINT EXPOSED PLYWOOD PLUMBING DRAWINGS
STAINLESS STEEL EDGE t• CASEWORK �� (BAdc) (TOP) (BOTTOM) 'rlj`�'
_ i TRIM 0 TOP AND BOTTOM
MIRROR W/ CONT. 24 INCH LONG
2. FACE � WALL f f tlttt
STAINLESS STEEL EDGE RECESSED TOWEL BAR SOLID POLYMER shit OF
i IRIIVI �►% TVP AND 8vTT0"l ( SOAP DISH; TYPICAL I nn„KITCOTno CC' o /e_81 3. 1 x 4 CONTINUOUS WOOD CLEAT
---SOLID POLYMER ` 4.' 1 x 2 CONTINUOUS WOOD CLEAT
i COUNTERTOP, SEE 9/A-8.1
SHOWER DOOR 5. ANCHORAGE - TYPE VARIES BASE UPON WALL CONSTRUCTION AS FOLLOWS: NQ DATE BY REMARKS
_ _ -. - 2X FRAMING
i EACH END. MINIMUM 2 PER CABINET W/ 3 x 4 WOOD BLOCKING WITH A34
WOOD STUD FRAMING - #10 x 3 1 /2" FLAWS O 16"OC. 2" MAXIMUM FROM
TOP AND BOTTOM.
r.<
r o MIXING VALVE
OR ,
2 X FRAMING, NOTCH METAL STUD FRAMING - #8 x 2 1/2" FRMS O 16"OC, 2" MAXIMUM FROM �?1
--- CASEWORK PANEL "r i AS REQUIRED EACH END. MINIMUM 2 PER CABINET W/ CONT 16 GA x 4" STEEL PLATE x
CERAMIC TILE CABINET LENGTH n
t' JCERAMIC TILE - -
I
- ------ I I _ __--� } ► I PLASTIC LAMINATE OR
CASEWORK MASONRY OR CONCRETE - 3/8"Ib "RAMSET' DYNABOLT SLEEVE ANCHORS
- _ - ` - _ -1 I ► 1 ( l �) (2" MIN EMBEDMENT) O 24"OC, MINIMUM 2 PER CABINET
CASEWORK, SEE INTERIOR
_ i I CERAMIC TILE BASE
o ` } ) � CERAMIC TILE BASE iv \-moi CERAMIC TILE �. 2/x 4PARTICLE
PU4' � BOARD SKIRT
-- ELEVATIONS
CERAMIC TILE BASE DETAILS !�
0
-6" 8. FASCIA
2'
CERAMIC TILE OVER 9. 2 x 6 GUSSET O 48"()C- #10 x 2" LONG FHWS (6" FROM EACH END), SET
2x IN GLUE WHERE FASTENERS ARE PARALLEL TO 2x GRAIN, NO EXPOSED
FULL MORTAR BED SCREW HEADS
FACE PANEL
CERAMIC 11LE OVER
0 "
t
FULL MORTAR BED
1. #10 x 3" FLAT HEAD WOOD SCREWS O 24OC
::...•: TYPICAL REAR ELEVATION LIGHT FIXTURE, SEE
�•• • �� DRAWN RG/AM
_ CERAMIC TILE BASE TYPICAL ELEVATION a . ,
ELECTRICAL DRAWINGS ' ° ' • Q
d '• ..
a a CHECKED -
..:. ,
AT SHOWER HEAD 2
-....` DATE SEPTEMBER 1999
.. ' • • '... ,• •.. • '. •• •. .. • . • REVISION DATE: XX/XX/XX J08 NUMBER: 98tH
FILE/CSI NUMBER: XCASE09 REVISION DATE: )0(/XX/XA 8ml
X
JOB NUMBER: 98113 FILE/CSI NUMBER: XFlXT09 REVISION GATE: XX/)0(/XX JOB NUMBER: FllF/CSI NUMBER: 4A44
WLC
1 NUMBER: XSHOWRO2 REVISION DATE: XXIXXAX JOB NUMBER: XXXXXXX `�/ SCALE AS NOTED
JOB NUMBER. FILE/CS C A S E r Y O R K � •
FILE CSI NUMBER: VIXT09 REVISION DATE: XX/XX/XX _ _ - D 1 "_ _ O» �i N.T.S.
1/4„_,,_o» -� LIGHT FIXTURE
1 1/2 -1 a 12 LAVATORYOUNTERTO ANCHORAGE JOB No. 98177
_-� -°
124 TYPICAL SHOWER STALLl_AVATORY COUNTERTOP
_