HomeMy WebLinkAbout10137497.pdfINDEX TO DRAWINGS SITE PLAN
T-1 INDEX TO DRAWINGS, OVERALL SITE PLAN, VICINITY MAP AND NOTES
A-1 ARCHITECTURAL FLOOR PLAN, EXISTING LAYOUT -DEMOLITION PLAN
A-2.1 ARCHITECTURAL FLOOR PLAN, IMPROVEMENT PLAN
A-2.2 EXITING PLAN PATH OF TRAVEL &OCCUPANT LOAD SCHEDULE
A-3 ARCHITECTURAL DETAILS
A-4 ARCHITECTURAL DETAILS
P-1 PLUMBING SPECIFICATIONS
P-2 PLUMBING PARTIAL PLANS, SCHEDULES &SYMBOLS
E-1 ELECTRICAL SCHEDULES, SYMBOLS AND SPECIFICATIONS
E-2 PARTIAL LIGHTING AND POWER PLANS AND NOTES
1 GE POLYMERSHAPES -PLAN AND ELEVATIONS
2 GE POLYMERSHAPES -DETAILS
3 GE POLYMERSHAPES -SECTIONS
4 GE POLYMERSHAPES -DETAILS &SCHEDULE
5 GE POLYMERSHAPES -DETAILS
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1-7
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REQUIRED.
1:01
DOOR NUMBER SCHEDULE, SEE
SHEET A-3 FOR DOOR SCHEDULE
4 p �
FIRE EXTINGUISHER, SEE
DETAIL 08 - SHEET A-3
Mh
(93
w
07 C) Cl check desk
Bank -by
Phone
M11./
rn-, INSTALL 5'-8" HIGH MILLWORK PARTITIONS AND COUNTERTOPS FOR
TWO (2) SAFE DEPOSIT BOOTHS.
INSTALL 8-6" HIGH MILLWORK. PARTITIONS WITH BULLET RESISTANT
GLAZING FROM 5-8" A.F.F. TO 8'-611 A.F.F.
INSTALL 3'-0" X 7'-0" DOOR CONSTRUCTED OF 1-3/8" BULLET
03 RESISTANT GLAZING.
00000 00000
(D
!�, SALES
PLATFORM
customer
assistance
center
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PARTITION BASE DETAIL
SCALE:,
1
5/8" GYP. BD. EACH SIDE
OF 4" METAL STUDS @
16" O.C.
FIBERGLASS BATT
INSULATION AT ALL
LOCATIONS
TOP SET RUBBER •BASE
ffiETAL TRACK ANCHOREN
TO CONC. SLAB W/ 1/411
SHOT PINS @ 241, O.C.,
HILTI NO. DN-19-P8, ICBO
NOS. 1290 & 2388
SPECIFIED FLOOR FINISH
5/8" W.R. GYPSUM BOARD ON METAL STUDS
PAINTED, BENJAMIN MOORE #855, EGGSHELL FINISH
ift, I% AM, ®R
— I
Q K
K_
2
MARLITE FRP PANELS (WHITE P-1000) ON
5/8" W.R. GYPSUM BOARD ON METAL STUDS.
�11
RESTROO - INTERIOR ELEVATIONS
SCALE: 1/4" — 1 `-011
DOOR. AND FRAME SCHEDULE
No.
SIZE W* LLTHK.
FACE
I CORE
TLABEL
CLOSER
FRAME MAT.
01
36 If x 84"
1-3/4#f
WOOD
SOLID
-
HOLLOW METAL
02
3611 x 8411
1-3/811
B/R ACRYLIC (CLEAR)
-
ALUMINUM
03
3611 x 84"
1-3/411
WOOD
SOLID
-
HOLLOW METAL
04
36" x 84"
1-3/811
B/R ACRYLIC (CLEAR)
-
ALUMINUM
05
36" x 84"
1-3/8 it
B/R ACRYLIC (CLEAR)
-
ALUMINUM
06
36#1 x 6001
1-3/411
WOOD
SOLID
WOOD
07
3611 x 60"
1-3/4 ft
WOOD
SOLID
WOOD
08
pr.36"x84 it
1-1/211
GLASS
ALUMINUM
09
pr.36"x84"
1-1/2
GLASS
ALUMINUM
f
CEILING @ RESTROOM CEILING @ STOF�AGE ROOM
SUSPENDED CEILING
SUSPENDED GYP. BD. CEILING SUSPENDED ACOUSTICAL CEILING BRACING
oz O&of 1111 03
tbT T* A
I 4
l'-" qr.,l F. .1 = 1 3t"-q('l P
SYMBOL
ITEM
MODEL NO.
P
RECESSED TOILET SEAT COVER
BOBRICK
B-3474
ACRYLICn
CANOPY
DISPENSER AND TOILET TISSUE
DISPENSER
Lu
J,
RECESSED TOILET SEAT COVER
BOBRICK
B-3574
tic
FIRE EXTINGUISHER
DISPENSER, NAPKIN DISPOSAL AND
2A-10BC MIN.
TOILET TISSUE DISPENSER
GRAB BARS, 30 and 42"
BOBRICK
B-6206
TILTING MIRROR
BOBRICK
B-293
SEE CABINET,
ul
SPECIFICATIONS
SOAP DISPENSER AND SHELF
BOBRICK
B-2014
uul
SEMI -RECESSED COMBINATION PAPER
BOBRICK
B-3604P
<
TOWEL DISPENSER AND WASTE
cy)
STUD WALL WITH
Z,
)Mom z:
RECEPTACLE
5/8" GYPSUM BOARD'
EACH SIDE
ARMSTRONG, CLASSIC CORLON VINYL
Pow
SHEET, #86500 WHITE SEAGATE WITHs.
Ard.
4" INTEGRAL COVE BASE
Z Z
REMARKS
ELEC. PANIC LOCK- PRIVAC
LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" FROM FLOOR TO
u
HDWG i� 130TTOM OF APRON WITH KNEE CLEARANCE UNDER FRONT LIP EXTENDING A MIN. OF 30"
STRIKE SET LOCK
IN WIDTH WITH 8" MIN. DEPTH AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND SHALL
BE Rill
MIN. 9" A.F.F. AND MIN, 17" DEEP FROM FRONT OF LAVATORIES. CONDENSATE n r7 c- -r n i1 nase- A
E
0
11
181f
Unauthorized vehicles
parked in designated
accessible spaces not
displaying distinguishing
placards or license plates
issued for persons with
disabilities may be towed
away at owner's expense.
Towed vehicles
may be reclaimed at:
(REFER TO NOTE #4)
or by teleph6ning:
(REFER TO NOTE #4)
HANDICAP ENTRANCE
IDENTIFICATION SIGN
NOT TO SCALE
r-- Xf 1 L%r n I AM
FLUSH CURB DETAIL @
BUILDING ENTRANCE
NOT TO SCALE
NOTES:
1 SIGN TO BE PORCELAIN ON STEEL
WITH A REFLECTORIZED BEADED
TEXTURE. BOTTOM OF SIGN TO BE
+80" ABOVE FINISHED SURFACE.
2. SIGN TO CONFORM TO ALL
CURRENT, STATE, LOCAL CODES
and OR REGULATIONS.
3. LOCATE AT ALL MAIN DRIVEWAY
ENTRIES. SEE SITE PLAN FOR
LOCATIONS.
4. PRIOR TO FABRICATION and
INSTALLATION OF SIGN
CONTRACTOR SHALL OBTAIN
ALL APPROPRIATE INFORMATION
FOR BLANK SPACES OF SIGN
FROM LOCAL PUBLIC AGENCIES
and FILL IN AS A PERMANENT
PART OF THE SIGN.
5. SIGN LETTERING SHALL BE NOT
LESS THAN 1" IN HEIGHT.
6. SIGN TO BE PROVIDED AT ALL
ENTRY DRIVEWAYS.
1'-6"X 1'-0" X .080 ALUMINUM
STANDARD HANDICAP PARKING SIGN
WITH ACCESSIBILITY SYMBOL,
BOLT TO STEEL TUBE WITH
CADMIUM PLATED BOLTS, NUTS
AND WASHERS.
"VAN ACCESSIBLE" SIGN, WHERE OCCU
ON &x 1'4' x,080 ALUMINUM
MOUNTED BELOW THE SYMBOL OF
ACCESSIBILITY. LETTERS TO BE 1" HIGH.
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VANICESSS
CO
<
2" DIAMETER STEEL PIPE, EXTEND——,
INTO CONC. FILLED PIPE Z-O".
Z
co
PROVIDE WELDED WATER -TIGHT
00
4
Z,) CV
CAP, PRIME and PAINT: WHITE.
C14
6" DIAMETER STANDARD STEEL
PIPE FILLED WITH CONCRETE.
PRIME and PAINT: ROYAL BLUE.
CONT. TACK COAT PAVING
TO CONCRETE PERIMETER.
A.C. PAVING.
CONCRETE FOOTING7.
A
NOTE;
1. "HANDICAP PARKING" and "VAN ACCESSIBLE" SIGN
TO CONFORM TO CURRENT LOCAL, STATE CODES"'.
and REGULATIONS.
2. BOTTOM OF SIGN / SIGNS SHALL BE 6-8" ABOVE
O
L
FINISH SURFACE.
11-611
HANDICAP PARKING SIGN and
PIPE
@ PAVED AREAS
SCALE: 1/2" = 1'41
1'-6" X l'-O" X.080 ALUMINUM
STANDARD HANDICAP PARKING SIGN
WITH ACCESSIBILITY SYMBOL.
BOLT TO STEEL PIPE WITH 3/8"
CADMIUM PLATED BOLTS, NUTS Z
AND WASHERS.
6" x l'-O" x.080 ALUMINUM
STANDARD "VAN -ACCESSIBLE" SIGN
MOUNTED BELOW THE SYMBOL OF
(111 E
ACCESSIBILITY. LETTERS TO BE 1" HIGH. 1bo
FASTEN TO STEEL PIPE SIM. TO SIGN ABOVE. d
2" DIAMETER STEEL PIPE, EXTEND
INTO CONC. FILLED PIPE 1'4', >
PROVIDE WELDED WATER-TIGH
CAP. PRIME and PAINT: WHITE. Z
2 1/2" DIAMETER GALV. PIPE SLEEVE;,—�� 60
ccvc,
TACK WELD TO PIPE AS REQUIRED.
00
-1
TOP OF BUILDING SIDEWALK to
(PART OF BUILDING CONTRACTT
).
CONCRETE FOOTING.
NOTE:
9
1. "HANDICAP PARKING" and "VAN ACCESSIBLE" SIGNS
N Z
TO CONFORM TO CURRENT LOCAL, STATE CODES
and REGULATIONS.
2. BOTTOM OF SIGN / SIGNS SHALL BE 6-8" ABOVE 1 f-61f
FINISH SURFACE. ;,/ DIA.
`IGN
HANDICAP PARKING S
@ BUILDING SIDEWALK
1'-0"
4" METAL STUDS 16" O.C. 4" METAL STUDS a- 1-6, 0.C.
WOOD DECK - PARALLEL TO ROOF JOIST
ROOF O WALL CONNECTION DETAIL
1- 1 /211 = 1 1-011
0
A-
SIMPSON a35 FRAMING
ANCHORS EACH SIDE W. 6-8d
NAILS PER CONNECTOR.
o100
00
Z
5#4' MIN. AT TYPICAL
LU
ACCESSIBLE PARKING
STALL, 8'-0" MIN. AT VAN
4" METAL STUDS @ 16" O.C.
C%-r A I I f I
WOOD DECK - PARALLEL TO ROOF BEAM & JOIST
ROOF TO WALL CONNECTION DETAIL
1-1/2 11-0
.
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, SECTION 15400 PLUMBING I
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1. I E. Isolation: Sem Co or Potter -Roemer, pipe isolators shall be installed at
'
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I I I PART 1 - GENERAL each pipe hanger or clamp on lines that are -not insulated. ,
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I F. Spacing:, Horizontal piping shall be supported as required to preserve
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1.01 CONDITIONS " Ir alignment and pitch under all operating conditions at the maximum
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Work under this Section is subject to the General Requirements Division 1, distances, as follows: I I I
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as well as to the General 'Conditions, Supplementary Conditions, and other I I . Copper tubing 1 -1 /1 -inches and smaller at 5-feet.
.
provisions of the contract. 2, Copper tubing 2-inches and larger at 10-feet.
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1 3. Steel pipe 1-1/2-inches and smaller at 5-feet.
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1.02 SCOPE 1 4. Steel pipe 2-inches and larger at 10-feet.
.
Provide all plumbing work as indicated and specified, complete. 1 5. Cast iron pipe at 5-feet.
A. Work in in this section 1 6. Cast, iron pipe 4-inches and larger may be supported every 8- 1
Principal items of work include: I . feet if I 0-foot pipe sections are used,
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I 1. Domestic hot and cold water systems. I
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2. Sanitary waste and vent system to existing sewer. 3.03 VALVES ,
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3, Insulation. A. Required: Provide valves as indicated or required for the proper
4. Plumbing fixtures, manipulation and control of the Piping Systems and as required in pipe
6. Plumbing specialties. I connections made hereunder and to equipment furnished by lab and
.
E. Condensate drains from AC Units. kitchen equipment manufacturer.
1
7. Tests. I B. Manufacturer: The following list is based on Hammond valves:
.
8.GAS PIPING however, valves as manufactured by Crane, Jenkins, Lunkenheimer
.
and Stockham'are acceptable subject to approval. All valves used for
1.03 WORK SPECIFIED UNDEROTHER SECTIONS this project shall be of the same manufacturer. .
.
Consult all other Sections, with particular attention to those listed below, to C. Unions shall be installed adjacent to each valve with threaded ends
.
determine the extent and character of work specified elsewhere but related and at all equipment.
I to that'included in this Section. Work specified herein shall be properly 1. Check valves, solder: Fig. 943.
.
coordinated with that specified elsewhere to produce a finished, 2. Check valves 2" and Smaller, Screwed: Fig. 942.
1 1
workmanlike installation satisfactory to the Architect. 3. Check valves 2-1/2it and Larger, Flanged: 1 R88DF.
.
1. Toilet room accessories. . 4. Gate valves 2" and Smaller, Screwed: Fig. 617. 1
.2. Concrete pads and openings in the building construction. However, 6. Gate valves 1-1/2" and Larger, Flanged: 1 R800F.
.
the sizes and locations shall be coordinated and verified for all 6. Gate valves, colder: Fig. 647.
.
equipment and materials installed hereunder. . 7. Globe valves 2'1 and Smaller, Screwed: Fig. 413.
3. Finish painting of equipment and materials installed hereunder. 8. Globe valves 2-1/2" and Larger, Flanged: 1 R86OF
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4. Electrical line voltage wiring, conduit and connections are included 9. Balancing Cocks 1-1/2" and Smaller: Homestead #1112or
.
under Section "Electrical". I
DeZurik 103S.
10. Balancing Cocks 2" and Larger: Homestead #1 122 or
.
PART 2 - GENERAL REQUIREMENTS DeZurik 103F.
.
. 11. Gas Cocks: #550 lubricated shaft.
2.01 SHOP DRAWINGS 12. Valve Tags: Install a 2-inch diameter brass tag stamped with
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1. Pipe lines, materials and fittings. 3/4-inch high numerals indicating the valve number and type of
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2. Pipe hangers and supports. service on each valve. Secure the tag to the valve handle with a
3. Valves. brass chain., Provide a typewritten chart mounted under glass in
4. Insulation. a suitable frame to identify each valve.
.
5. Plumbing fixtures.
6. Plumbing specialties. 3.04 ELECTRIC MOTORS
.
7. Water heaters. Motors shall conform to NEMA. Standards, Class A, constant speed (unless
I indicated or scheduled otherwise), open -drip proof with ball bearings, service
.
2.02 PERMITS AND FEES factory of 1.15 and nameplate rating for the specified voltage. The following
.
Obtain and pay for all necessary permits, fees, assessments and makes are approved: General Electric, Sterling, U.S., Reliance, or approved
complementary drawings required by any legally constituted public equal.
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, authorities having jurisdiction. Arrange and pay for any required inspections A. 1/2 HP and Larger: Squirrel cage induction type, 460 volts, 3 phase,
.
or examinations, and deliver certificates of such inspections to the Architect 60 cycle.
.
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2.03 EQUIPMENT CONNECTIONS I B. 1/6 HP to 1/3 HP: Capacitor -start induction type with built-in thermal
Rough -in and connect all equipment and fixtures furnished under this . protection, 120 volts, 1 phase, 60 cycle.
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Section, under other Sections, or by the Owner, requiring service from any C. 1/8 HP and Smaller: Manufacturer's standard type with built-in
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piping system specified herein, thermal protection, 120 volts, 1 phase, 60 cycle.
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All fixtures indicated on the architectural drawings shall be furnished and D. Belt Drive Equipment: Drive ratios shall not exceed four to one.
.
installed complete under the scope of work hereunder. E. Motor RPM: Shall not exceed 1750 rpm unless indicated or specified
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otherwise.
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PART 3 - PRODUCTS 1 3.05 VIBRATION ISOLATION
It is the objective to provide a system of vibration isolation and noise control
3.01 PIPE LINES, MATERIALS AND FITTINGS to effectively avoid direct contact with the building between all piping
.
A. Inside Building systems and equipment installed hereunder. The only permissible exception
1. Domestic Water Lines Above Ground: Type "L", medium is the termination of pipes at fixtures.
.
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weight, hard copper tubing with wrought solder fittings. I 1. All pipes passing through sleeves set in concrete shall be covered with
.
2. Domestic Water Lines Under Ground: Schedule 40 PVC. 1/2--inch thick foamed plastic insulation as manufactured by Gustin-
.
3. Condensate Drain Lines: Type "m", hard coppertubing with wrought fittings. Bacon - Ultra -Foam, Fiberglass; O.C., or Armstrong; Armaflex,
4. Gas piping shall be: Schedule 40 galvanized w/malleable ftgs. 2. Refer to Mechanical Section 15800 for Isolation Requirements.
. 1
5. Waste & Vent:
a. Above ground cast iron pipe: Roof drain, downspouts 3.06 PLUMBING FIXTURES
. and overflow drain, soil and waste and vent piping above Plumbing fixtures shall be American Standard or the manufacturer listed.
.
ground in building shall be coated, service weight, No- Approved equal by Kohler or Crane is acceptable. Stops shall be installed for
Hub, cast iron pipe and fittings conforming to Cast Iron each battery of fixtures. All trim shall be vandal proof and chrome plated.
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Soil Pipe Institute Standard 301-69T. The coupling shall A. Tailpieces shall be chrome plated brass with chrome plated brass slip
be as manufactured by Tyler Corporation, Ruf Wall, or nuts.
approved equal, bear the I nstitute's identification and B. P-Traps shall be cast brass chrome plated adjustable with cleanout
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have the following specific requirements: plug.
.
I (1) All metal parts fabricated of Type 300 Series C. Cast Iron (C. I.) fixtures shall be white acid resisting enamel.
stainless steel. D. Vitreous China (V.C.) fixtures shall be white. 1
.
(2) Bands, screw driven with one piece screw housing. . E. Seats for water closets shall be Sperzel, Church, Beneke, or approved -
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Unit shall have feature that shield will slide under equal.
.
the bands during the tightening process. Minimum F. Supports for wall hung fixtures shall be minimum of 3/6 x 8-inches,
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two bands for sizes through 4-inches and four I steel plated drilled and tapped to receive the hanger bolts from the
.
bands for sizes 5-inches and larger. Sealing sleeve fixture hangers. They shall be strongly secured to the building
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shall be neoprene. construction, and welded to at least 3 steel studs.
,
Roof and overflow drains may be ASTM A 120 or G. Fixtures: Shall be as scheduled on drawings.
.
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A 53, Schedule 40, above grade.
b. Below ground cast iron pipe: Soil and waste piping and 3.07 PLUMBING SPECIALTIES LIST
fittings under building and below grade to a point 5 feet A. AP -Access Panels shall be installed (even if not indicated) for access
beyond edge of the building shall be service weight, to all valves, wall and floor Cleanouts, trap primers, shock controls,
.
coated cast iron bell and spigot with lead and oakum or and other concealed equipment, sized for service required. Covers are
compression joints per ASTM A 74. to have concealed type hinges. Exposed piano hinges are not I
.
(1) Caulked joints shall be firmly packed with oakum acceptable.
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or hemp and filled with molten lead not less than 1. Plaster walls or ceilings shall be Karp DSC-214M, Smith
1-inch deep and not to extend more than 1/8-inch #4765AKL, Zurn #Z-1 376-SS or approved equal, in prime coat,
.
. below rim of hub. set flush with wall or ceiling, concealed hinge cover with Allen
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(2) Compression joints shall be positive double seal Key locking device.
I elastomeric-type gaskets. Gasket lubricant 2. Tie Walls or Gypsum Wallboard Walls shall be Karp DSC-214M,
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available through the pipe manufacturer shall be Zurn #1 376-SS, Smith #4767, or approved equal in #4 finish
.
used per ASTM C 564. stainless steel, set flush with Allen Key locking device.
B. BFP - Backflow Preventers shall be installed as required by Code to
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3.02 PIPE HANGERS AND SUPPORTS protect the domestic water system from becoming contaminated by a
.
A. Supports for Individual Lines (Cast Iron, Steel or Copper Tubing): cross connection between any industrial water or air conditioning
1. Horizontal: Auto -Grip #400, Fee & Mason #202 or #1 03, or water system and the domestic water system.
Witch, hangers with steel rods. 1. Pressure Type shall be Beeco, Crane -Line, Febco, or approved
.
a. On all insulated lines install an Auto -Grip #800 or equal.
I approved equal insulated speed hanger or a 20 gauge 2. Atmospheric Type shall be Febco, Beeco, Sloan, or approved
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galvanized steel pipe protection saddle under the pipe equal.
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hanger. The shield shall be 8-inches long and cover 1/2 . C. Cleanouts shall be installed where indicated and at all bends, angles,
the pipe. upper terminals and where required by Code. Cleanouts shall be flush
.
. 2. Risers: Fee & Mason #241, Grinnel #261, Witch #1 26, or with floor, and cleanout tops shall have non-skid covers. Cleanouts
.
approved equal, securely fastened to the building construction. installed on the exterior of the building shall be brought to grade.
B. Hanger Rods 1. Finish Room Floors shall be Josarn 8330-2, Smith #4023, Wade
. .
1. Pipe 2" and Smaller - 3/8" round #7030, Zurn #ZN 1324, cast iron adjustable floor level cleanout
.
2. Pipe 2-1/2" and 3" - 1/2" round assembly with round nickel bronze top.
.
3. Pipe 4" and Larger - 5/8" round 2. Concrete Finished Floors shall be Josam 8330, Smith #4223,
C. Concrete Inserts: Fee & Mason #2570, Witch or approved equal. Wade #7030, Zurn Z-1 320-2, cast iron adjustable floor level
.
After the concrete is poured Phillips or Wejit self -drilling anchors shall cleanout assembly with round double extra heavy top.
be used. I I I I I
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D. Plumbers Taper Not acceptable for pipe hangers. I
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3. Tile Walls and/or Toilet Room Walls shall be Josam 8790-4
Series, Smith #4553, Wade #W-8560-B with #W-8480ST, Zurn
I 1, Z- 1 320-2, cast iron cleanout tee assembly with chromium I
I plated face of wall access cover and frame. I
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I 1 4. All Other Walls shall be Karp DSC214M, Smith 4563AKL, or
I Zurn Z-1 315-1 with Z-1 376-PC, countersunk plug, cast iron
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I , cleanout tee assembly with prime coated steel face of wall
concealed hinge access cover with Allen Key locking device.
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3.08E QUIPMENT
A. Water Heaters
WATER HEATER SHAL BE AS SCHEDULED
PART 4 - EXECUTION
4.01 INSTALLATION OF PIPING SYSTEMS
A.: General
I All pipe shall be carefully cleaned and all internal scale, sand, dirt, and
I other debris removed before installation. All pipe runs shall be made
up of full length sections of pipe or of lengths of pipe cut to fit. Any
necessary short lengths of pipe shall be used at ends of pipe runs.
B. Cleaning and Flushing
All piping systems containing water after assembly and prior to being
hydrostatically tested, shall be flushed clean of all loose scale, dirt and
foreign matter; suitable means for draining and disposing of the waste
water shall be provided by the Contractor at all low points and at
point of entrapment.
C. Seismic Restraints
All plumbing piping systems, and equipment shall be seismically
braced in accordance with guidelines set forth in the Guidelines for
Seismic Restraints of Mechanical Systems and Plumbing Systems as
published by SMACNA & the PPIC.
I D. Cast Iron Soil Pipe - Hub and Spigot
Joints shall conform to SC1 88 and be made up with caulked lead and
oakum or by positive double seal compression type gaskets using
I adhesive. Service weight, gaskets shall be used with service weight
pipe and extra heavy weight gaskets shall be used with extra heavy
weight pipe. Ty -Seal by Tyler is and approved manufacturer.
E. Copper Tubing
Clean pipe joints thoroughly.
1. Domestic Water Lines 3/4-inch and Larger: Braze with Sil-fos
15, Silvaloy 15, or approved equal.
2. Domestic Water Lines 1/2-inch and Smaller: Sweat with 95-5
solder.
3. All Other Lines: Sweat with 95-5 solder.
F. Steel Pipe I
1. Screwed Piping
a. Steel Lines shall be make up with threaded joints reamed
out full size. All pipe threads shall be cut with new clean
dies, full thickness of the die, and so not more than two
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threads are left exposed on the pipe after the joint is
made up.
b. Threaded Connections shall be made up with pipe dope.
c. Unions shall be inserted at all equipment and adjacent to
all valves with threaded ends.
d. Reducers shall be used where necessary. Bushings are
not acceptable..
e. Protection: Piping installed underground shall be
wrapped (1/2 lap) with 2-inch wide Scotch Tape No. 52
(Minnesota Mining and Manufacturing Company) or shall
be given 2 coats of bitumastic paint, the first coat being
permitted to dry before the second is applied. Piping shall
not be installed until the second coat is thoroughly dry.
The joint shall be made up with red lead coated threads,
and sections painted with black bitumastic paint
approximately 18-inches each side of each fitting, as well
as overall tool or wrench marks or other marks where
zinc coat is broken. Paint coat shall be applied thoroughly
and dried before trench is backfilled,
f. Escutcheons, stainless steel friction type, shall be
installed on all exposed pipe passing through finished
walls, ceilings, or floors. Split ring escutcheons are not
acceptable.
g. Dielectric fittings shall be installed where piping of
dissimilar metals are connected and where indicated on
the drawings. Where piping passes through floor slabs,
the Contractor shall be responsible to verify that the
piping does not come in contact with reinforcing steel or
piping.
(1) Screwed Fittings: Install a Walter Vallett dielectric
coupling between the pipes. (Dielectric unions are
not acceptable.)
(2) Flanged Fittings: Use asbestos gaskets on both
sides of insulating gasket or use insulating gasket
faced with asbestos or neoprene.
4.02 FIXTURES AND EQUIPMENT CONNECTIONS AND PENETRATIONS
A. Vertical Piping
. Vertical piping shall be adequately braced at the nearest horizontal
joint and at all fixture connections. Piping shall not be attached to the
steel fixture support.
B. Pitch of Piping
1. Drain lines shall pitch in the direction of flow not less than 1/4-
inch per foot.
2. Soil, waste and sewer lines shall pitch as indicated.
3. Horizontal vent lines shall be installed with maximum possible
pitch back to the fixture.
C. Shock Arrestors I
To control water hammer a shock arrestor shall be installed at each
battery of fixtures and where indicated.
D. Sleeves
Sleeves shall be crete-sleeve. A core drill shall be used for any holes
required after the concrete is poured. Where pipes pass through
waterproof foundations, waterproofed walls or floors, the sleeve shall
be caulked tight with oakum and mastic. ,
E. Vent Piping
Vent piping shall be collected where possible to minimize roof
penetrations and shall not be installed closer than I 0-feet from the
roof edge.
F. Flashings I
For pipes passing through the roof, install an approved unit with 6-
pound, 8-inch seamless lead flashing assembly with steel reinforced
boot and be complete with cast iron counterflashing sleeve and
permaseal waterproofing compound.
I
G. , Exposed Fixture Connections
All exposed fixture connections shall be made up with friction
wrenches. Finish pipe showing tool marks will be rejected.
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The Owner's representative shall be notified when the syste I
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for testing. All tests shall comply with the requirements of the Local , � I
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Building and Plumbing Ordinances and shall be conducted in the
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presence of the Owner's'representativeand the Plumbing Inspector ,
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having jurisdiction. The systems shall be tested with the following I
minimum schedule and show no loss in pressure or"vis'ible leaks after �
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4.04 DISINFECTING OF WATER SYSTEMS
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all domestic hot and cold water.systems�
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Preliminary Operation
disinfecting process shall not staruntil all fixtures have been
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approved chlorine compound or chlorine in the form of gas or
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liquid, normally used for the chlorination of water systems, may be
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water will usually provide adequate disinfectant for approximately
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Disinfecting Procedure
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disinfecting capacity of 50 P.P.M. for 24-hours. If, after these
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Bacteriological Analysis of Water
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flushing, as described heretofore, the Contractor shall obtain water
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1301-2001-28 I .
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DATE
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2,%JUNE 2003'' �
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PLUMBING SYMBOLS AND ABBREVIATIONS,
ITEM ABBREVIATION SYMBOL
WASTE PIPE
W
VENT PIPE
V
COLD WATER
CW
CN/
HOT WATER
HW
;=,;;,;
GAS
G
G
CONDENSATE DRAIN
CD
CD
ROOF DRAIN
RD
RD
OVERFLOW DRAIN
OD
OD
GATE VALVE
GV
GLOBE VALVE
GLV
CHECK VALVE
CV
-�-
RELIEF VALVE
RV
PRESSURE REDUCING VALVE
PRV
STRAINER
ST
UNION
U
J
-1
N
PLUGGED TEE
PT
FLOOR CLEANOUT
FCO
( I �-
WC
WALL CLEANOUT
O
CLEANOUT TO GRADE
COTG
POINT OF CONNECTION
POC
BALANCING COCK
BC
-�
SHUT OFF VALVE
S.O.V.
HOSE BIBB
HB
-�--
PLUMBING FIXTURE SCHEDULE
WATER CLOSET HWC (HANDICAP)
KOHLER K-4302 ADA APPROVED. VITRIOUS CHINA, WHITE, ELONGATED BOWL,
1.6 GPF COMPLETE WITH OPEN FRONT SEAT, FLOAT VALVE, SLOAN K-4302 BATTERY
OPERATED FLUSH VALVE, FLOOR MTD CLOSE COUPLED.
LAVATORY L-1
KOHLER K1729 WALL MOUNTED LAVATORY, VITREOS CHINA
4" CENTERS C.P. LA PATTERN TRAP, C.P. SUPPLIES AND ANGLE STOPS. C.P.
ESCUTUEONS. VELCRO DRAIN & SUPPLY COVERS. ADA COMPLIANT.
SLOAN INFRARED FAUCET BATTERY OPERATED. OPTIMA EBF-85-M FAUCET.
FAUCETS SHALL BE 2.2 GPM MAX W/MIX-30-A-3.
FIXTURE UNIT SCHEDULE
W
V
CW
HW
FIXTURE
QTY
FU
TFU
FU
TFU
FU
TFU
FU
TFU
WATER CLOSET FV
2
6
12
6
12
10
20
L,qV
2
2
4
2
4
2
4
2
4
BAR SINK
1
2
2
1
1
1
1
1
1
SERVICE SINK
1
4
4
4
4
1
1
1
1
HOSE BIBB
1
2
2
TOTAL
22
21
281
6
L J
PLUMBING ROUGHIN SCHEDULE
FIXTURE W
V
CW
HW
WATER CLOSET FV 4"
211
1„
LAV 2"
1-1 /2"
1 /2"
1 /2"
BAR SINK 2"
1-1 /211
1 /2"
1 /2"
SERVICE SINK 3"
1-1 /211
3/4"
3/411
HOSE BIBB
3/4"
WASTE AND VENT
SCALE: 1/4"=1'-0"
IE INTO EXIST.
NE IN JAN. RM
TIE INTO EXIST.
LINE IN MEZZANINE
ABOVE
♦. y2 •
a.
THHN OR THWN. CONDUCTORS #12 AND SMALLER SHALL BE SOLID, AND #6, ,
1.2 QUALITY ASSURANCE THWN, EXCEPT AS NOTED. CONDUCTORS #6 AND SMALLER SHALL BE COLOR CODED
#10 SHALL BE STRANDED.
1.2.1 ALL PRODUCTS AND EQUIPMENT HEREIN SPECIFIED OF INDICATED ON THE DRAWINGS
SHALL BE NEW WITH UNDERWRITERS LABORATORIES CURRENT LISTING FOR THE 2.7.2 CONDUCTORS AT ROOF SHALL BE TYPE THHN, 90 DEGREE CENTIGRADE.
APPLICATION BEING USED AND IN COMPLIANCE WITH THE NATIONAL ELECTRIC
CODE, AND LOCAL CODE.
6.7.3 CONDUCTORS USED FOR CONTINUOUS ROWS OF FIXTURES SHALL BE TYPE AVA.
SIGNAL, AND COMMUNICATION.
1.3 SITE VISITATION 6.7.4 MINIMUM SIZE CONDUCTOR FOR LIGHTING AND POWER #12 AND #14 FOR CONTROL,
1.3.1 PRIOR TO THE SUBMISSION OF THE BID, THE CONTRACTOR SHALL VISIT THE SITE
AND MAKE A THOROUGH EXAMINATION OF THE EXISTING CONDITIONS AND THEREBY 2.7 OUTLET AND JUNCTION BOXES
INCLUDE ALL ALLOWANCES FOR THIS WORK IN THIS BID.
2.7.1 OUTLET BOXES SHALL BE MIN 4" SQUARE BY 1 1/2" DEEP ONE-PIECE STEEL, HOT-
1.4 PERMITS, LICENSES, AND FEES DIP GALVANIZED KNOCKOUT TYPE OR LARGER AS NOTED OR REQUIRED.
1.4.1 CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY PERMITS, LICENSES, 2.7.2 CAST METAL BOXES SHALL BE THREADED -HUB TYPE WITH GASKETED COVERS, CROUSE
INSPECTIONS, INSURANCE, BONDS, AND FEES REQUIRED FOR THE ELECTRICAL HINDS TYPE FD OR FS SERIES.
LIGHT FIXTURE SCHEDULE
DESIG
WATTS
LAMP
DESCRIPTION
INPUT
VOLTS
FIXTURE DESCRIPTION
MANUFACTURER AND
REMARKS
CATALOG NUMBER
1X4 SURFACE 2-LAMP FLUOR PRISMATIC WRAP
LIGHTOLIER #GBS-240-OW-120-SO
e22T81
60
RE741
120
INJECT MOLD REFRACTOR, .187" LENS. 3-1/4"D
OR APPROVED EQUAL
ERC
RED LED
RED LED
120
120
RECESSED CEILING EDGE LIT RED LED EXIT SIGN
SURF CEILING TOP MOUNT EDGE UT RED LED EXIT SG
LIGHTOLIER #EX-1-R-3-RC-C-N
3WIGHTOLIER #EX•1-R-3-SC-GN
NO EXPOSEfl
)4
E�SC
RED LED
120
BACK MOUNT WALL EDGE LIT RED LED EXIT SIGN
LIGHTOLIER #EX-1-R-3-W (BACK MT)-C-N
MFGR NAME
NO EXPOSED
MFGR NAME
4
EB
ALL EXIT SIGNS; CLEAR PANEL, DIE CAST ALUM FINIS
,
4
CODE APPROVED EMERGENCY BATTERY BACK UP
Loam mill
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EXHAUST
FAN SCHEDULE
NO
EF-1
MFR
COOK
MODEL
GEMINI 5-10
TYPE
CLG
FAN CFM
150
SP IN. WG.
.125
HP/WATTS
481
VOLTS
11 5V
PHASE
1
HERTZ
60
BIRD SCREEN
MFR
SERVICE
RESTROOM
Vv(T/LBS
35
INTERLOCK
LITES
NOTE
PARTIAL POWER PLAN1
SCALE: 1/4'•=7'_0'•
NOTE:
CONNECT OUTLETS INDICATED TO CLOSEST
AVAILABLE CIRCUIT. 12 CONVIENCE OUTLETS
TO BE REMOVED FROM THIS AREA AS PART
OF DEMOLITION.
7-777-7--