HomeMy WebLinkAboutP-102 - DETAILS-1 (2)PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE
WASHER
TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP
LEANOUT
WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET
FINISHED GRADE
WASHESANITARY OUTLET
RS 02 ( ) WIDTH=16"
MARKER, RECESSED FOR TILE, SCORWTED FOR UNFINISHED
FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY.
RAIN TROUGH
FLOOR SLAB ON GRADE
—CONCRETE PAD
— FLOOR LEVEL
SAME SIZE AS SEWER
�UP TO 6" MAXIMUM
16"X161IX6"
CONCRETE PAD
AS REQUIRED FOR DEPTH OF ONG SWEEP ELBOW AT
LINT FILTER
END OR TURN OF RUN.
DETAIL
SEWER HUB AND SPIGOT CAST
IRON PIPE BELOW FLOOR.
COMBINATION WYE AND
SANITARY OR STORM EIGHTH BEND IN RUN.
SEWER LINE ENTER TOP OF PIPE.
1/8 BEND IF CD OCCURS
AT END OF LINE
DRAIN i�
TROUGH SB3" SB3"
DIRECTION
OF FLOW
REMOVABLE LINT FILTER
( LOCATION - TYPICAL)
LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS
a LENGTH=88"
OF PIPE GREATER THAN 45 DEGREES,AT 10Y INTERVALS
wo BOTTOM DRAIN
ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS.
PROVIDE BACKFILL PER ARCHITECHTURAL SPECFICATIONS.
LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND.
-III III III III III III —III III III— ��
CONSULT LOCAL CODES FOR OTHER FCO RE1 UIREMENTS.
FLOOR CLEANOUT DETAIL
CLEANOUT TO GRADE
WASHER AND DRAIN TROUGH DETAIL
O
(�
7
V
NOT TO SCALE
NOT TO SCALEI
NOT TO SCALE
CONT, TO OTHER FLOORS CONT. TO OTHER FLOORS
PTAC PTAC 3/4" PTAC
CLEAN -OUT CLEAN -OUT CLEAN -OUT INISHED
3/4" 3/4"
WALL
SLOPE SLOPE
INISHED FINISHED FINISHED
SLOPE
FLOOR FLOOR FLOOR
EAD FLASHING 12" OUT AND
TURNED UNDERFLANGE REMOVABLE ROOF DOME
3/4 PTAC 3/4 PTAC
GRAVELSTOPAS REQUIRED
I I
PTAC
ACCESS
30P
PLATE
34"
DO
SLOPE SLOPE
SLOPE
no
LEAN -OUT
3/4"
3/4"
CONNECT TO THE CONNECT TO THE
ADJUSTABLE COLLAR
NEAREST STORM LINE. NEAREST STORM LINE.
NOTES:
1. CONDENSATE PIPING FOR ALL UNITS ABOVE FIRST FLOOR ARE INSIDEWALL.
- +
2. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED, TO BE
ROOF DRAIN OVERFLOW ROOF DRAIN
TYPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 12" ARMAFLEX INSULATION.
3. PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUTDOWN
NOTE:
THE AIR CONDITIONING UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH MECHANICAL
1. CONTRACTOR SHALL VERIFY THAT INSTALLATION IS IN COMPLIANCE
STATE BUILDING CODE.
WITH ROOFING MANUFACTURERS RECOMMENDATIONS.
END OF THE LINE TWO-WAY COMBINATION WYE AND EIGHT BEND WALL CLEANOUT
4. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP.
2. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ROOF
5. PITCH DRAIN FOR PROPER RUNOFF.
CONSTRUCTION.
6. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL.
3. REFER TO SHEET P401 FOR RD/ORD SPECIFICATION.
7. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW.
8. CONDENSATE DRAIN PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE DIRECTION OF
DISCHARGE NOT LESS THAN 1/8 UNIT VERTICAL IN 12 UNITS HORIZONTAL.
FLOOR & WALL CLEANOUTS
PTAC CONDENSATE DETAIL
ROOF DRAIN DETAIL
^
1
NOT TO SCALE
121
NOT TO SCALE
MANHOLE FRAME WATERTIGHT FLEXIBLE BOOTS
AND COVER HEAVY MUST BE USED AT ALL OPENINGS
NOTE:
METAL STUD METAL STUD
1. BASE MATERIAL: POLY CARBONATE
STRAPSECURED CPVC
DUTY: NEENAH _— _— —_ —
R-1642A OR
EQUALWATERTIGHT:
2. SIZE: THE DECK BASE IS 6" SQUARE, THE STACKING PLATFORM IS 2" HIGH,
TO STUD
NEENAH R-1916-F OR INLET
THE TOP OF THE "U" CRADLE IS 3" HIGH, AND THE MAXIMUM INSIDE WIDTH
(TYPICAL)
( ECURE BRASS ELBOW TO
EQUAL INVERT
OF THE CRADLE IS 1.95".
WOOD BLOCKING WITH SCREW
SAMPLE
BOX "'n
3. MAX PIPE SIZE. 1-112" INSIDE DIAMETER AND 1-9/10" OUTSIDE DIAMETER.
4. MAX PIPE CLEARANCE: PIPES SUPPORTED ON PIPE STAND WILL HAVE A
SHOWER HEAD
5. CLEARANCE OF 2" OVER THE ROOF. MAX LOAD WEIGHT: MAXIMUM LOAD
OUTLET
CONCRETE — INVERT :'
ADJUSTING RINGS
+ + WEIGHT MAY NOT EXCEED 80 LBS. PER PIPE STAND.
6. SPACING: MANUFACTURER'S RECOMMENDED SPACING IS NOT TO
— 6"A.F.F.
LIMITED TO (3) RINGS. III
EXCEED 10 FEET CENTERS DEPENDING UPON THE LOAD.
—
MAXIMUM COMBINED
7. USE 43/e"KWIK BOLT WITH 2"EMBEDMENT.
—�
BLOCKING
HEIGHT — III
180"
COPPER
(FIRE TREATED
OF 12". RINGS MUST III
BE BUTYL
WOOD) TRANSITION FROM PEX A TO
RUBBER COATED - ALL SECTIONS MUST HAVE
WOOD BLOCKING COPPER
WITH PLASTIC WRAP MINIMUM IO MIL BITUMINOUS
COVER. III COATING APPLIED TO ENTIRE
+ +
IRE
WOOD)REATED
EXTERIOR.
�p•-8"AF.F.
SHOWER MIXING
IIIIII
VALVE - -
COPPER
18'0"COPPER
III
STRAPS
-I
BED BASE SECTION IN MIN. 6"
SECURED TO OOD SECURE BRASS ELBOW TO
COMPACTED #B GRANULAR
IIIIIZII-III-III-III-III-111'
BLOCKING WOOD BLOCKING WITH SCREW
MATERIAL
(TYPICAL)
_
III-III-IIIIIII
III-III--I-I-I TOP VIEW
A A.F.F. TUB FILLER
-----
(COVERS 8 RISERS REMOVED)
WOOD
____
F 1 F
BLOCKING
NOTES: I I I
(FIRE TREATED
WOOD)
1. REFER TO PLUMBING DRAWINGS FOR PIPE SIZES.
2. GREASE INTERCEPTOR DETAIL NEEDS TO BE VERFIED ON FIELD.
3. GREASE INTERCEPTOR LOCATION OUTSIDE THE BUILDING REFER 4' 0"
TO FIRST FLOOR PLAN FOR GREASE INTERCEPTOR LOCATION.
4. REFER TO PLUMBING FIXTURE SCHEDULE P401 FOR GREASE
INTERCEPTOR SPECIFICATIONS.
L----------J L----L
'TOR DETAIL
ROOF GAS PIPESUPPORT DETAIL
TYPICAL TUB &SHOWER DETAIL
RELEASED FOR CONSTRUCTION
C
I
iBRq
NOT TO SCALE
`0 NOT TO SCALE
Subject to
compliance with all regulations
of State and Local Codes
City of Camel
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BAS E4
BASE4
2901 CLINT MOORE ROAD, #114
BOCA RATON, FLORIDA 33496
+888.901.8008 www.base-4.00m
RICARDO J. MUNIZ-GUILLET, AIA
5453 NW 106TH DR
CORAL SPRINGS, FL 33076
MEP ENGINEER
GARRY VERMAAS PhD, PE
2183 S BERRYS CHAPEL ROAD
FRANKLIN, TN 37069
Seal:
y IN . VF
QP: p \ S T Eq•�
(? N Ua
1 12
9 ATE V
Q"� OF
FSS/ONAL i
DATE :2019.06.05
GARRY VERMAAS, PhD, PE
2193 S BERIUM CHAPEL ROAD
FRANKLIN, TN 37069
THE WITNESS GROUP
600 ENTERPRISES
DRIVE
LEWIS CENTER,OH
513-623-9430
HOME
y SUITES BY HILTBN
CARMEL, INDIANA
PROTOTYPE VERSION-V2.2 2016
REVISION: MAY 2016
ISSUE
NO.
DELTA
ISSUED DATE
DESCRIPTION
1
PO
201903.00
ISSUEDFORPERMIT
5
P4
201905.21
CITYCOMMENTS
6
P5
201905.05
CITYCOMMENTS
CURRENTISSUE
ISSUED FOR PERMIT
CURRERTISSUEDATE
2019.03.04
DRAWN BY
SPB
CHECKD eY
GWV
PROJECTNO.
B4-134-1705
SHEET NAME
DETAILS-2
DRAWINGS NO.
P=102
DATE: 07/22/19