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PROJECT LOCATION
100062903
ENGINEER OF RECORD
GREGORY S. ALLENFL PE NO. 51858
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PROJECT AREA
C000
Index of SheetsSheet # Sheet Title Issued Rev.# Revised
C000 COVER SHEET 2019 / 09 / 04 - ---- / -- / --
C001 GENERAL NOTES AND DEMOLITION PLAN
- ---- / -- / --1 OF 1 SURVEY
- ---- / -- / --
C100 RESTROOM FACILITY SITE PLAN - ---- / -- / --
C200 DETAILS - ---- / -- / --
CO
VE
RS
HE
ET
2019 / 03 / 07
2019 / 09 / 04
2018 / 12 / 14
2019 / 08 / 30
A100 SITE PLAN AND FLOOR PLAN - ---- / -- / --2019 / 08 / 30
A200 BUILDING ELEVATIONS AND SECTIONS - ---- / -- / --
A300 ROOF PLAN AND DETAILS - ---- / -- / --
A400 MILLWORK & MILLWORK DETAILS - ---- / -- / --
E001LEGEND, ABBREVIATIONS, SPECIFICATIONS &SCHEDULES
- ---- / -- / --
E101 ELECTRICAL PLANS
- ---- / -- / --
- ---- / -- / --
- ---- / -- / --
- ---- / -- / --
- ---- / -- / --
- ---- / -- / --
- ---- / -- / --
- ---- / -- / --
S101 FOUNDATION AND FLOOR FRAMING PLAN
- ---- / -- / --
S102 ROOF FRAMING PLANS
- ---- / -- / --
S201 SECTIONS AND DETAILS
- ---- / -- / --
C150 SHOWER/SHADE AREA A - ---- / -- / --2019 / 09 / 04
C151 SHOWER SHADE AREA B - ---- / -- / --2019 / 09 / 04
A500 SHOWER AREA PLAN & ELEVATIONS
A501 SHOWER AREA SECTIONS & DETAILS
P001 PLUMBING LEGEND, NOTES, ABBREVIATIONS
- ---- / -- / --
P002 PLUMBING NOTES AND SCHEDULE
- ---- / -- / --
P100 PLUMBING SITE PLAN
- ---- / -- / --
P101 PLUMBING PLAN
- ---- / -- / --
P102 PLUMBING PLAN
- ---- / -- / --
P103 PLUMBING PLAN
- ---- / -- / --
P201 PLUMBING DETAILS
- ---- / -- / --
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
2019 / 08 / 30
ITB 19-090 EXHIBIT A
59
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60
GENERAL NOTES
PROJECT NOTES1. ALL CONSTRUCTION WASTE TO BE DISPOSED OFF BY THE CONTRACTOR IN
CERTIFIED LANDFILL AT CONTRACTOR'S EXPENSE. LANDFILL TICKETS TO BESUPPLIED TO THE OWNER AS PROOF OF PROPER DISPOSAL.
2. CONTRACTOR SHALL COORDINATE LOCATION OF STAGING AREA WITHCOUNTY. STAGING AREA SHALL BE FENCED AND SECURED AT ALL TIMES.COST OF SECURING STAGING AREA TO BE INCLUDED WITH ASSOCIATEDPAY ITEMS.
BATHROOM / WALKOVER # 2 CONSTRUCTION SEQUENCE NOTES
1. EXISTING SHOWER FACILITIES CAN BE REMOVED IMMEDIATELY ANDPROPERLY DISPOSED OF OFFSITE. POTABLE WATER CONNECTION TO THEEXISTING SHOWER SHALL BE REMOVED AND CAPPED AS CLOSE TO THEEXISTING MAIN AS POSSIBLE. 100062903
ENGINEER OF RECORD
GREGORY S. ALLENFL PE NO. 51858
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C001
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NE
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OT
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N P
LA
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North
COASTAL CONSTRUCTIONCONTROL LINE
OVERALL DEMOLITION PLANFIELD VERIFY AND COORDINATE ALL ELEVATIONS
PRIOR TO FABRICATION
DEMO EXISTING BEACH WALKOVER
DEMO EXIST. SANITARY SEWERAND MANHOLE AFTER NEWRESTROOM IS OPERATIONAL
142�±
DEMO EXISTING RESTROOMS,WOOD RAMPS, AND STAIRS
DEMO EXISTING SHOWERDECK STRUCTURE
END OF BEACH WALKOVER DEMOLITION
DEMO EXISTING SHOWERDECK STRUCTURE
DEMO EXISTING SHOWERDECK STRUCTURE
1. REMOVED AND CAPPED AS CLOSE TO THE EXISTING MAIN AS POSSIBLE.2. EXISTING BATHROOMS SHALL REMAIN OPEN UNTIL THE NEW POTABLE
WATER AND SANITARY SEWER SERVICES ARE READY TO BE CONNECTEDTO THE NEW BATHROOM.
3. IT IS ANTICIPATED THAT PILES FOR THE NEW BATHROOM WILL POTENTIALLYBE IN CONFLICT WITH THE EXISTING SANITARY SEWER LINE. THECONTRACTOR SHOULD CONTACT MR. TERRY WALLACE, SRC UTILITIESSUPERVISOR AT (850) 981-8888 2 DAYS PRIOR TO PILE INSTALLATION TOENSURE THAT A CREW IS AVAILABLE TO HANDLE ANY TEMPORARYRELOCATIONS REQUIRED. IF THE EXISTING SEWER SERVICES AREDAMAGED WITH THE PILE INSTALLATIONS, MR. WALLACE WILL MAKEARRANGEMENTS FOR COUNTY CREWS TO REPAIR.
4. THE EXISTING BEACH ACCESS (WALKOVER # 2) AT THE PROPOSEDBATHROOM LOCATION WILL BE CLOSED DURING CONSTRUCTION OF THENEW BATHROOM AND BOARDWALK. THE CONTRACTOR SHALL MAINTAIN ASECURE WORK ZONE AT ALL TIMES TO KEEP PEDESTRIANS FROMENTERING. THE STAIRS ON THE GULF SIDE SHALL ALSO BE CLOSED WHILEUNDER CONSTRUCTION.
1. ANY CHANGES TO THIS CONSTRUCTION SEQUENCE SHALL BE REQUESTEDFROM SANTA ROSA COUNTY IN WRITING AND APPROVED PRIOR TOIMPLEMENTATION.
DESIGN SPECIFICATIONS AND REFERENCES:1. FLORIDA BUILDING CODE, 2017 EDITION (WITH ALL LOCAL AMENDMENTS).2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) PUBLICATION ASCE 7-10
"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES".3. UNIFIED FACILITIES CRITERIA (UFC) PUBLICATION "UFC 4-152-001 PIERS AND
WHARVES".4. FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.5. FDOT STRUCTURES GUIDELINES - STRUCTURES MANUAL VOLUME 1,
JANUARY 2018.
DESIGN LOADING:STAIRS: 100 PSF LIVE LOADRAMPS AND CROSSOVER: 100 PSF LIVE LOAD
WIND LOADING:BASIC WIND SPEED: 150 M.P.H.DESIGN WIND LOAD PRESSURE: 110 PSF
STRUCTURAL WOOD:1. STRUCTURAL WOOD SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION (CURRENT EDITION).2. ALL WOOD SHALL BE SOUTHERN YELLOW PINE NO. 2 AND TREATED FOR
EXPOSURE ACCORDING TO AWPA U1 UC5C STANDARDS.
SCREWS, BOLTS AND CONNECTORS:1. ALL BOLTS, SCREWS, NAILS, WASHERS AND ALL-THREAD SHALL BE
STAINLESS STEEL.
ENVIRONMENT:EXTREMELY AGGRESSIVELOCATION: OCEAN
AREA B
AREA A
61
EXIST. 4" PVC WATER LINE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
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W
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ENGINEER OF RECORD
GREGORY S. ALLENFL PE NO. 51858
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LANDING
EL +15.0±
LANDING
EL +11.4±
83.4'
LANDING
EL+8.0±
LANDING
EL +10.5±
LANDING
EL +12.42±
LANDING
EL +13.26±
LANDING
EL +15.0±
North
NEW RESTROOM,
SEE ARCH. SHEETS
COASTAL CONSTRUCTION
CONTROL LINE
NEW RESTROOM,
SEE ARCH. DWGS
COASTAL CONSTRUCTION
CONTROL LINE
CONTRACTOR TO PROVIDE SMOOTH
TRANSITION FROM NEW WALKOVER TO
EXISTING DUNE WALKOVER STRUCTURE
CONTRACTOR TO PROVIDE SMOOTH
TRANSITION FROM EXISTING
PARKING AREA TO NEW LANDING.
FIELD VERIFY AND COORDINATE ALL ELEVATIONS
PRIOR TO FABRICATION
NORTH RAMP PLAN INSERT
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 20' 40'
SCALE: 1" = 20'
NORTH RAMP PLAN
INSERT
NEW BEACH WALKOVER
SEE DETAILS ON SHEET C-400
EXIST. RAMP
(TO REMAIN)
EXIST. 4" PVC
WATER LINE
INSTALL NEW SAN. SEWER MANHOLE
2" DCW., SEE PLUMBING FOR CONTINUATION
CONNECT TO EXISTING
WATER MAIN
NOTES:
1. EXISTING RESTROOM WILL BE KEPT OPEN UNTIL NEW
RESTROOM IS READY FOR UTILITY CONNECTIONS.
NEW ADA RAMP
SEE ARCH. DWGS
NEW STAIRS,
SEE ARCH. DWGS
LANDING
EL +15.0±
CONNECT ELEC.
METER TO EXIST. POLE
INSTALL NEW
SAN. SEWER
MANHOLE
DEMO EXIST. SANITARY SEWER
AND MANHOLE AFTER NEW
RESTROOM IS OPERATIONAL
EXISTING SIGN
(TO REMAIN)
4'-10"
10'-1"
11T
@
11"
6'-2"
22'-2" 5'-6"
5'-6"
10'-1"
10'-8"
5'-6"
23'-0"
5'-6"
5'-6"30'-0"5'-6"
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PL
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2.
62
94.00'
210 SF SHOWER/BENCH AREA
2% MAX SLOPE
FOUNDATION FOR POST
6 POST SAIL SHADE
CENTER OF POST
B
A
A
B
52.00'
2%
2%
1.00'
8"
4"
SECTION BB
FOOTER DETAIL
36.50'
2%
SECTION AA
SAWCUT EXISTING ASPHALT 2" AND REMOVE
TO CREATE A SMOOTH STRAIGHT SURFACE
5.00' SWALE, 1.00' DEEP
MATCH GRADE
1.00'
LIMITS OF SWALE
N 1734722.8050
E 804187.7148
N 1734787.7711
E 804197.0276
2 6" BOLLARDS PLACED
6" FROM CURB
EXISTING POWER
SERVICE TO BE
RELOCATED
EXISTING SIGN TO BE
RELOCATED
REMOVE 4.00' OF CURB
4" THICK CONCRETE
WITH WIRE MESH
4" LIMEROCK BASE
4" LIMEROCK BASE
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GREGORY S. ALLENFL PE NO. 51858
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60.00'
211 SF SHOWER/BENCH AREA
2% MAX SLOPE
FOUNDATION FOR POST
6 POST SAIL SHADE
CENTER OF POST
B
A
A
B
52.00'
2%
2%
1.00'
8"
4"
SECTION BB
FOOTER DETAIL
37.00'
2%
SECTION AA
SAWCUT EXISTING ASPHALT 2" AND REMOVE
TO CREATE A SMOOTH STRAIGHT SURFACE
N 1735280.3649
E 804212.7103
N 1735220.4876
E 804205.5452
LIMITS O
F SWALE
(SAME AS AREA A)
4" THICK CONCRETE
WITH WIRE MESH
4" LIMEROCK BASE
4" LIMEROCK BASE
COASTAL
CONSTRUCTION
CONTROL LINE
34.69'
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GREGORY S. ALLENFL PE NO. 51858
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100062903
ENGINEER OF RECORD
GREGORY S. ALLENFL PE NO. 51858
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C200
DE
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ILS
3'-6"
TYPICAL SECTION OF CROSSOVER
8'-0"
MAX
TYPICAL SECTION OF RAMP
TYPICAL SECTION OF STAIRS
6'-0" MAX
6'-7" MAX
3 1/4"
1 3/4"
2"
1 1/2"Ø
HA
ND
RA
IL 34" T
O 38"
3'-6" T
YP
.
(4) P.T. 2X10 GIRDER
10" Ø P.T. TIMBER PILE
P.T. 6x6 POST
P.T. @ 5'-6" O.C. (MAX)
TOP CAP P.T. 2X10
HANDRAIL TO FBC
FULL DEPTH BLOCKING @ FIRST
STRINGER SPACE WHERE
HANDRAIL POSTS ATTACH
STRINGER REINFORCING
P.T. 2X12 STRINGERS @ 16" O.C.
TOP CAP P.T. 2X10 - SPLICE ONLY AT POSTS. FASTEN TO POSTS
W/ (2)-
1
4
"Ø X 4" LONG LAG SCREWS. FASTEN TO RAIL W/ 3" #8
STAINLESS STEEL SCREWS @ 12" O.C.
McNICHOLS 0.105Ø (BEFORE
COATING) - 2" X 2" WIRE VINYL MESH
OR EQUIVALENT
HANDRAIL TO FBC
P.T. 6x6 POST @ 5'-6" O.C. (MAX)
(4) P.T. 2X10 GIRDER
P.T. 10" Ø TIMBER PILE
3" #8 STAINLESS
STEEL SCREWS
@ ~ 6" ALTERNATING
PILE TIP
MIN. 10' BELOW GRADE
10' MIN.
PENETRATION
GRADE = VARIES
TOP OF DECK = ELEV. VARIES
P.T. 2X8 JOIST @ 16" O.C.
(4) P.T. 2X10 GIRDER
P.T. 6x6 POST @ 5'-6" O.C. MAX
P.T. 10" Ø TIMBER PILE
TOP CAP P.T. 2X10
6'-0" MAX
6'-7" MAX
P.T. 2X8 JOIST @ 16" O.C.
P.T. 3X6 NOMINAL WOOD DECKING W/
3
1
2
" STAINLESS STEEL DECK SCREWS
(2 EACH JOIST)
5
8
"Ø STAINLESS STEEL ALL
THREAD BOLTS WITH WASHERS
AND DOUBLE NUTS EACH END,
TYP.
5
8
"Ø STAINLESS STEEL ALL THREAD
BOLTS WITH WASHERS AND
DOUBLE NUTS EACH END, TYP.
P.T. 2X4 CONTINUOUS-SPLICE AT POSTS
FASTEN TO POSTS W/ 2-16D STAINLESS
STEEL NAILS.
P.T. 2X4 CONTINUOUS-SPLICE AT POSTS
FASTEN TO POSTS W/ 2-16D STAINLESS
STEEL NAILS
TYPICAL GUARDRAIL WITH HANDRAIL DETAIL
FOR RAMPS, CROSSOVER AND STAIRS
VINYL WIRE MESH
NOTES:
1. DETAILS PROVIDED ARE TYPICAL DETAILS, SEE
ARCHITECTURAL SHEETS FOR DIMENSIONS.
2. ALL SCREWS, BOLTS, NUTS, WASHERS AND
HARDWARE SHALL BE STAINLESS STEEL
UNLESS NOTED OTHERWISE.
P.T. 2X4
GIRDER AND PILE CONNECTION DETAIL
FLAT SPIKE GRID TO BE USED
BETWEEN GIRDERS AT PILE
CONNECTION
CURVED SPIKE GRID TO BE
USED BETWEEN GIRDER
AND TIMBER PILE
P.T. 2X10 GIRDER
P.T. 10" Ø TIMBER PILE
N.T.S.
- GUARD RAIL AND HANDRAIL TO CONFORM TO ALL FLORIDA BUILDING
CODE REQUIREMENTS
N.T.S.
N.T.S.
- HANDRAIL MOUNTS TO BE PLACED AT EACH POST ON RAMP
_ HANDRAIL TO CONFORM TO ALL FLORIDA BUILDING CODE
REQUIREMENTS
N.T.S.
N.T.S.
P.T. 2X4
TOP CAP - P.T. 2X10
(2) #8 X 2 1/2"
DECK SCREWS (TYP.)
P.T. 6x6 POST
@ 5'-6" O.C. MAX
FULL DEPTH BLOCKING
@ EACH HANDRAIL POST, TYP.
STAIRS ELEVATION DETAIL
N.T.S.
3 1/2"
MAX
12
r @
6
" =
7
'-0
"
3'
3'-6
"
11t = 10'-1"
P.T. 2X12 STRINGERS
P.T. 2X10
P.T. 6X6
P.T. 2X10
P.T. 2X4
1/1/2" ALUM. HANDRAIL
VINYL WIRE MESH
P.T. 2X4
P.T. 2X6 ANCHOR BOLT
TO SLAB
THICKENED SLAB EDGE
P.T. 2X TREADS
P.T. 2X RISERS
65
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Stephen W. Leonard, P.E.FL PE No. 60370
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STRUCTURAL ENG. OF RECORD
12/20/2018
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Stephen W. Leonard, P.E.FL PE No. 60370
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Stephen W. Leonard, P.E.FL PE No. 60370
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E 001
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ENGINEER OF RECORD
JAMES TATONE, PEPE NO. 57609
JJT
JJT
JJT
JJT
RUBY ENGINEERING, INC
ONE PALAFOX PLACE
3 W GARDEN ST, STE 414
PENSACOLA, FL 32502
PHONE: (850) 455-5540
CA LICENSE NO. 31884
MECHANICAL ● ELECTRICAL ● PLUMBING
T
ELECTRICAL LEGEND
CODES AND STANDARDS
A. ALL ELECTRICAL WORK SHALL CONFORM WITH ALL STATE AND LOCAL CODES AND
STANDARDS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:
1. FLORIDA BUILDING CODE (2017)
2. NATIONAL ELECTRICAL CODE (2014)
B. WHEREVER CONFLICTS OCCUR, MORE STRINGENT CODES SHALL APPLY.
C. DEVICES AND PRODUCTS SHALL BE LISTED AND CLASSIFIED BY UNDERWRITERS
LABORATORIES, INC AS SUITABLE FOR THE PURPOSE INDICATED.
D. ALL ELECTRICAL WORK SHALL BE PERFORMED BY QUALIFIED PERSONNEL IN A NEAT
AND WORKMANLIKE MANNER IN ACCORDANCE WITH NECA 1.
E. FURNISH AND INSTALL ALL MATERIALS AND ACCESSORIES AS REQUIRED FOR A
COMPLETE AND OPERABLE INSTALLATION. TORQUE ALL FASTENING DEVICES TO
MANUFACTURERS SPECIFICATIONS.
F. ALL WIRING METHODS SHALL BE CONCEALED UNLESS NOTED OTHERWISE.
G. ALL MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE UNLESS NOTED
OTHERWISE.
UTILITY COORDINATION
A. COORDINATE UTILITY CONNECTION REQUIREMENTS WITH THE LOCAL ELECTRIC UTILITY
COMPANY AND INCLUDE IN BASE BID ALL COST TO OWNER FOR UTILITY SERVICE.
B. THE ELECTRICAL SERVICE UNDER THE SCOPE OF THIS PROJECT IS DESIGNED AS AN
UNDERGROUND 100A, 120/240 VOLT SERVICE WITH A MAXIMUM AVAILABLE FAULT
CURRENT OF 10,000A. THE ELECTRICAL SERVICE CHARACTERISTICS SHALL BE VERIFIED
WITH THE LOCAL ELECTRIC UTILITY. IF ANY OF THE SERVICE CHARACTERISTICS
DESCRIBED UNDER THIS DESIGN IS NOT CONSISTENT WITH THE AVAILABLE ELECTRIC
SERVICE PROVIDED BY THE LOCAL ELECTRIC UTILITY, CONTACT THE ELECTRICAL
ENGINEER OF RECORD PRIOR TO PERFORMING ANY ELECTRICAL WORK.
C. THE METER BASE SHALL BE ELECTRICAL GRADE, STEEL, UL LISTED AND STICKERED,
NEMA 34, AND HAVE A MAXIMUM RATING OF 200 AMPS (COMMERCIAL) WITH PROVISION
TO ACCEPT A UTILITY LOCK OR SEAL. THE METER BASE SHALL BE LISTED ON THE
FLORIDA METER GROUP (FMG) APPROVED SHORT LIST.
D. METER BASE SHALL BE PROVIDED WITH LEVER BYPASS HANDLES.
E. DO NOT WIRE THROUGH BACK OF METER BASE.
ELECTRICAL IDENTIFICATION
A. COLOR-CODED TAPE SHALL BE 3M COMPANY "SCOTCH 35" VINYL PLASTIC ELECTRICAL
TAPE.
B. IDENTIFY PHASE OF EACH CONDUCTOR AT EACH PULL BOX, JUNCTION BOX, SWITCH
AND AT EACH OUTLET WITH PERMANENTLY ATTACHED, WRAP AROUND, ADHESIVE
MARKERS. WITH AN APPROPRIATE NUMBER OR LETTER THAT WILL EXPEDITE FUTURE
TRACING AND TROUBLE SHOOTING.
CONDUCTORS AND CABLES
A. CONDUCTOR SIZES (AND ASSOCIATED CONDUIT SIZES) IN THESE CONTRACT
DOCUMENTS ARE BASED ON THE USE OF COPPER WIRE APPLIED AT 75 DEG. C RATING.
ONLY COPPER WIRE SHALL BE USED.
B. BUILDING WIRE SHALL BE TYPE THHN/THWN SINGLE CONDUCTOR INSULATED COPPER
WIRE RATED FOR 600 VOLTS, RATED 90 DEGREES C DRY/75 DEGREES C WET. WIRE NO.
12 AND SMALLER MAY BE SOLID OR STRANDED AND WIRE NO. 10 AND LARGER SHALL BE
STRANDED ONLY. PROVIDE STRANDED CONDUCTORS WHERE CONDUCTORS
TERMINATE IN CRIMP TYPE LUGS. WIRING CONNECTORS SHALL BE SPRING WIRE
CONNECTORS: UL 486C; RATED FOR 600 VOLTS, 105 DEG. C.
C. LIMIT BRANCH CIRCUITS TO 3 CURRENT-CARRYING CONDUCTORS PER CONDUIT IN
ACCORDANCE WITH NEC 310-15(B)(2)(A). FOR 20A CIRCUITS OF ALTERNATING PHASES, 4
CURRENT CARRYING CONDUCTORS MAY BE PERMITTED IN A RACEWAY. MINIMUM
CONDUCTOR SIZES SHALL BE AS FOLLOWS:
1. NO. 12 - BRANCH CIRCUITS OF ANY KIND;
D. TEST EACH FEEDER AT TERMINATIONS FOR PROPER PHASING.
E. COLOR CODE POWER WIRING AS FOLLOWS:
1. 120/240 VOLT: PHASE A-BLACK, PHASE B-RED, NEUTRAL-WHITE; GROUND
CONDUCTOR-GREEN;
F. SHARED NEUTRAL CONDUCTORS (MULTI-WIRE BRANCH CIRCUITS) ARE NOT ALLOWED.
GROUNDING AND BONDING
A. RECEPTACLES OF ANY AMPERAGE SHALL BE GROUNDING TYPE AND SHALL HAVE
SEPARATE GROUNDING CONTACT. INSTALL SEPARATE JUMPER BETWEEN GROUNDING
TERMINAL ON DEVICE AND METALLIC BOX.
B. PROVIDE GROUND CONTINUITY BETWEEN EQUIPMENT OR DEVICE AND METALLIC
CONDUIT-RACEWAY SYSTEM. MULTIPLE CONDUCTORS IN SINGLE LUG NOT PERMITTED.
EACH GROUNDING CONDUCTOR SHALL TERMINATE IN ITS OWN TERMINAL LUG.
C. PROVIDE SEPARATE GREEN WIRE GROUND CONDUCTOR FOR EACH BRANCH CIRCUIT
AND FEEDER CONDUIT. GROUND CONDUCTORS SHALL BE SIZE AS INDICATED IN NEC,
EXCEPT MINIMUM SIZE GROUND CONDUCTOR SHALL BE NO. 12 AWG.
D. GROUNDING CONDUCTOR IS IN ADDITION TO NEUTRAL CONDUCTOR AND IN NO CASE
SHALL NEUTRAL CONDUCTOR SERVE AS GROUNDING MEANS.
E. THE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF A #4 GROUNDING ELECTRODE
CONDUCTOR CONNECTED TO THE FOLLOWING PER NEC 2011 ARTICLE 250.52:
1. METAL UNDERGROUND WATER PIPE (IF METAL UNDERGROUND PIPING IS
PROVIDED, REFER TO CIVIL PLANS)
2. CONCRETE-ENCASED ELECTRODE
3. DRIVEN
5
8
" COPPER GROUND ROD
RACEWAYS AND FITTINGS
A. CONDUIT BODIES SHALL BE MADE FROM STAINLESS STEEL OR COPPER-FREE ALUMINUM
AND HAVE OPENINGS COMPATIBLE WITH CONDUIT FITTINGS. PROVIDE BLANK COVERS
WITH NEOPRENE GASKETS HELD IN PLACE WITH TWO (2) STAINLESS STEEL SCREWS.
BODIES SHALL BE LB, C OR OTHER TYPE INDICATED.
B. RIGID STAINLESS STEEL CONDUIT CONNECTIONS SHALL HAVE STAINLESS STEEL
BUSHINGS WITH INTEGRAL INSULATOR. PROVIDE BONDING BUSHINGS FOR ALL
CONNECTIONS THROUGH PRE-PUNCHED CONCENTRIC OR ECCENTRIC KNOCKOUTS.
C. PROVIDE ONE-PIECE, STAINLESS STEEL OR CAST ALUMINUM TYPE OUTLET BOXES TO
ACCOMMODATE DEVICES, IN CONFORMANCE WITH CODE REQUIREMENTS, NUMBER AND
SIZE OF CONDUCTORS AND SPLICES AND CONSISTENT WITH TYPE OF CONSTRUCTION.
D. PROVIDE HEAVY DUTY SHEET STAINLESS STEEL STRAPS, OR CHANNEL SYSTEM WITH
APPROPRIATE COMPONENTS CONDUIT SUPPORTS FOR HORIZONTAL OR VERTICAL
SINGLE RUNS, SPRING TYPE PRESSURE CLAMPS MAY BE USED WITH CONDUIT
THROUGH 3/4".
E. REAM CONDUIT SMOOTH AT ENDS, CAP UPON INSTALLATION, RIGIDLY ATTACH TO
STRUCTURAL PARTS OF BUILDING AND SECURELY FASTEN TO OUTLET BOXES, PANEL
CABINETS, JUNCTION BOXES, PULL BOXES, SPLICING CHAMBERS, SAFETY SWITCHES
AND OTHER COMPONENTS OF THE RACEWAY SYSTEM.
F. MINIMUM CONDUIT SIZE IS 1/2", EXCEPT 3/8" FLEXIBLE METAL CONDUIT IS PERMITTED
FOR LIGHTING FIXTURES.
G. EMT CONDUIT MAY BE USED FOR INTERIOR PARTITIONS, ABOVE CEILINGS, AND
MECHANICAL ROOMS WHERE NOT SUBJECT TO PHYSICAL DAMAGE.
H. USE SCHEDULE 40 PVC CONDUIT FOR INSTALLATIONS BELOW GRADE (AND IN OR UNDER
SLABS WHERE APPROVED).
I. USE STAINLESS STEEL CONDUIT IN OUTDOOR LOCATIONS AND AREAS SUBJECT TO
PHYSICAL DAMAGE. PROVIDE STAINLESS STEEL 90 DEGREE ELBOW AT ALL
TRANSITIONS FROM HORIZONTAL UNDERGROUND SCHEDULE 40 PVC TO VERTICAL
STAINLESS STEEL CONDUIT LOCATED ABOVE GROUND.
J. USE LIQUID-TIGHT FLEXIBLE METAL CONDUIT NOT OVER 4 FT IN LENGTH FOR FINAL
CONNECTIONS FOR TO EQUIPMENT SUCH AS EXHAUST FANS AND OTHER EQUIPMENT
WITH VIBRATION ISOLATION MOUNTING.
PANELBOARDS
A. BASIS OF DESIGN FOR THE LIGHTING AND APPLIANCE PANELBOARD, PANEL P, IS
SQUARE D NQ OR EQUAL.
B. PANELBOARDS SHALL BE UL 50 AND UL 67 LISTED.
C. CIRCUIT BREAKERS SHALL BE UL 489 LISTED.
D. PANELBOARDS SHALL BE COMPLETELY FACTORY ASSEMBLED WITH MOLDED CASE
CIRCUIT BREAKERS AND INTEGRAL ACCESSORIES AS SHOWN IN THE PANEL
SCHEDULES.
E. PROVIDE PRINTED SCHEDULE OF CIRCUITS IN EACH PANELBOARD. SCHEDULES SHALL
REFLECT FINAL LOAD DESCRIPTIONS AND ROOM NUMBERS CONNECTED TO EACH
CIRCUIT BREAKER. SCHEDULES SHALL BE PRINTED ON THE PANELBOARD DIRECTORY
CARDS AND BE INSTALLED IN THE APPROPRIATE PANELBOARD.
F. MOUNT PANELBOARDS SUCH THAT THE MAXIMUM HEIGHT OF THE TOP CIRCUIT
BREAKER ABOVE THE FINISHED FLOOR SHALL NOT EXCEED 78 INCHES.
G. PROVIDE BLANK COVER FOR EACH UNUSED CIRCUIT BREAKER MOUNTING SPACE.
H. PROVIDE SURGE PROTECTIVE DEVICE RATED AT 80 KA MAXIMUM SURGE CURRENT PER
PHASE FOR 120/240V SYSTEMS WITH L-L, L-N AND L-G PROTECTION MODES.
WIRING DEVICES
A. RECEPTACLES SHALL BE HEAVY-DUTY, TAMPER-RESISTANT TYPE, COMMERCIAL GRADE,
RATED 20 AMPS, 125 VOLTS AC, BACK AND SIDE WIRED CAPABLE, GRAY COLORED.
PUSH-IN TYPE CONNECTIONS ARE NOT PERMITTED.
B. DEVICE COVER PLATES FOR INTERIOR AREAS SHALL BE STAINLESS STEEL.
C. EXTERIOR RECEPTACLE PLATES SHALL BE EXTRA DUTY, PADLOCKABLE, DIE-CAST
ALUMINUM, GRAY COLORED, WHILE IN USE WEATHERPROOF COVER.
A - AMPERES
AC - ABOVE CEILING
AF - AMPERE FRAME
AFCI - ARC FAULT CIRCUIT INTERRUPTER
AFF - ABOVE FINISHED FLOOR
AIC - AMP INTERRUPTING CAPACITY
ALT - ALTERNATE
AT - AMPERE TRIP
AUTO - AUTOMATIC
AWG - AMERICAN WIRE GAUGE
BLDG - BUILDING
C - CONDUIT
CFCI - CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
CLG - CEILING
CT - CURRENT TRANSFORMER
DC - DIRECT CURRENT
DISC - DISCONNECT
EMT - ELECTRICAL METALLIC TUBING
FLA - FULL LOAD AMPERES
G - GROUND
GFCI - GROUND FAULT CIRCUIT INTERRUPTER
GFI - GROUND FAULT INTERRUPTER
GRC - GALVANIZED RIGID CONDUIT
HP - HORSEPOWER
JB - JUNCTION BOX
KV - KILOVOLT
KVA - KILOVOLT-AMPERES
KW - KILOWATTS
KWH - KILOWATT HOURS
LTS - LIGHTS
LV - LOW VOLTAGE
MCB - MAIN CIRCUIT BREAKER
MIN - MINIMUM
MLO - MAIN LUGS ONLY
MTG - MOUNTING
NA - NOT APPLICABLE
NC - NORMALLY CLOSED
NO - NORMALLY OPEN
OFCI - OWNER FURNISHED CONTRACTOR INSTALLED
OFOI - OWNER FURNISHED OWNER INSTALLED
P - POLE
PC - PHOTOCELL
PF - POWER FACTOR
PH - PHASE
PVC - POLYVINYL CHLORIDE
REC - RECEPTACLE
SPD - SURGE PROTECTIVE DEVICE
TR - TAMPER RESISTANT
TV - TELEVISION
TYP - TYPICAL
UC - UNDER COUNTER
UG - UNDERGROUND
UNO - UNLESS NOTED OTHERWISE
V - VOLTAGE
W/ - WITH
WP - WEATHERPROOF
ELECTRICAL ABBREVIATIONS
DUPLEX RECEPTACLE (NEMA 5-20R)
MOUNTING HEIGHT: 18" AFF UNO
KEYED NOTE
FIXED EQUIPMENT CONNECTION
WIRING
ELECTRICAL SPECIFICATIONS
M
EF
1
SURGE PROTECTIVE DEVICESPD
BUTTON TYPE PHOTO CELL
CONNECTION TO 120V HEAT TRACE
SPECIFIED UNDER MECHANICAL SCOPE
OF WORK. REFER TO SHEET M1.03
PC
HT
S
SP
EC
IF
IC
AT
IO
NS
A
ND
SC
HE
DU
LE
S
75
BREEZEWAY
101
CHASE
102
MENS ROOM
103
105
CHASE
104
WOMENS ROOM
PANEL P
GFI
+48"
GFI
+48"
EWC
M
UTILITY
METER
P-1
T
2
2
W1
W1W1
2
2
EWC
2
W1
W1
2
EF
1
S
M
5
EF
2
S
M
5
W1
PC
2
W4
W4
W4
W4
W4
GFI
W4
W4
W4
W4
W4
HT
HT
HT
HT
S
4
S
S
4
3
3
3
3
4
S 4
W4
W4
P-3
P-5
P-7
P-2
P-4
WP
GFI
6
WP
GFI
6
WP
GFI6
WP
GFI6
WP
GFI
6
GFI
T
WP
GFI
6
SCALE:
TYPICAL UNDERGROUND 120/240V, 1Ø, 200A METER SOCKET DETAIL4NONE
M
UTILITY METER
PANEL P
REFER TO
PANEL
SCHEDULE
ON SHEET
E001
(3)#1,#4EBJ,1-1/2"GRC
SCALE:
POWER RISER DIAGRAM3NONE
PROVIDE UL LISTED
GROUNDING ELECTRODE
CONNECTION TO
CONCRETE ENCASED
ELECTRODE PER NEC
ARTICLE 250.52(A)(3)
PROVIDE CONNECTION TO
METAL UNDERGROUND
WATER PIPE (IF PROVIDED)
PER NEC ARTICLE 250.52(A)(1)
AND 250.68(C)(1).
#4 AWG SOLID,
BARE COPPER
#4 AWG SOLID,
BARE COPPER
#4 AWG SOLID,
BARE COPPER
1
SPD
PROVIDE NIPPLE-MOUNTED,
NEMA 4X RATED SURGE
PROTECTION DEVICE WITH 25
KA SHORT CIRCUIT CURRENT
RATING AND 80 KA PEAK
SURGE CURRENT RATING PER
PHASE
GROUND
TEST WELL
MIN 6'
TYP
5/8" DIA X 10'L COPPER CLAD GROUND ROD
WITH EXOTHERMIC WELD TYPE TERMINATIONS
IN GROUND TEST WELL. TYPICAL FOR ALL
THREE GROUND RODS.
PROVIDE OVERHEAD SERVICE
ENTRANCE RISER WITH (3) #1 IN
1-1/2" GRC WITH WEATHERHEAD
TERMINATE CONDUIT WITH DRIP LEG
FOR FINAL TERMINATION TO 120/240V, SINGLE
PHASE UTILITY OVERHEAD SERVICE CONDUCTORS
KEYED NOTES
2 PROVIDE BUTTON TYPE PHOTOCELL INSTALLED ON
STRUCTURAL OPEN FRAMING INDICATED ON THE
ARCHITECTURAL ELEVATIONS, SHEET A200. ALL
EXTERIOR LIGHTING, TYPE W1, SHALL BE
CONTROLLED BY THE PHOTOCELL.
1 COORDINATE CONNECTION TO UTILITY WITH GULF
POWER.
GENERAL NOTESVOLTAGE DROP CALCULATIONS HAVE BEEN
PERFORMED CONSIDERING A MAXIMUM SERVICE
ENTRANCE LENGTH FROM THE UTILITY SERVICE
CONNECTION POINT TO PANEL P OF 125 FEET. THE
VOLTAGE DROP CALCULATIONS ARE IN
COMPLIANCE WITH FLORIDA BUILDING CODE
ENERGY CONSERVATION SECTION C405.7.3
1.
3 EMERGENCY LIGHTING UNIT SHALL BE
UNSWITCHED AND INSTALLED AT 7'-6" AFF TO TOP
OF LIGHTING UNIT.
4 REFER TO RESTROOM OCCUPANCY SENSOR
CONTROL SCHEMATIC, DETAIL 2 ON THIS SHEET.
5 EXHAUST FAN SPECIFIED UNDER MECHANICAL
SCOPE OF WORK ON SHEET M0.03 AS 115V, SINGLE
PHASE, 138 WATTS, TO BE CONTROLLED VIA
RESTROOM OCCUPANCY SENSOR. REFER TO
RESTROOM OCCUPANCY SENSOR CONTROL
SCHEMATIC, DETAIL 2 ON THIS SHEET.
6 ALL EXTERIOR RECEPTACLES SHALL BE CIRCUITED
TO PANEL P, CIRCUIT 9.
ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
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DRAWN BY:
DESIGNED BY:
PROJECTNUMBERDRAWINGNUMBER
100062903
NA
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ENGINEER OF RECORD
JAMES TATONE, PEPE NO. 57609
JJT
JJT
JJT
JJT
RUBY ENGINEERING, INC
ONE PALAFOX PLACE
3 W GARDEN ST, STE 414
PENSACOLA, FL 32502
PHONE: (850) 455-5540
CA LICENSE NO. 31884
MECHANICAL ● ELECTRICAL ● PLUMBING
ANY3-WIRE24VDCSENSOR
POWERPACK
POWERPACK
ANY3-WIRE24VDCSENSOR
SCALE:
2NONE
RESTROOM OCCUPANCY SENSOR CONTROL SCHEMATIC
76
1. PRIOR TO BEGINNING CONSTRUCTION, FIELD VERIFY THE EXACT LOCATION, SIZE, DEPTH,DIRECTION OF FLOW, CAPACITY, PIPE MATERIAL, AND CONDITION OF EXISTING PIPING TOENSURE THAT PROPER CONNECTIONS TO AND EXTENSION OF SUCH UTILITIES CAN BE MADE.
2. INVERT ELEVATIONS LISTED ARE APPROXIMATE. PRIOR TO CONSTRUCTION, FIELD VERIFYEXISTING CONDITIONS AND MAKE ADJUSTMENTS AS REQUIRED TO ENSURE PROPERCONNECTIONS TO UTILITIES.
3. SITE INSPECTION: CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HISBID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS AND EXACTNATURE OF THE WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FORPROVIDING ALL NECESSARY LABOR AND MATERIALS TO ENSURE COMPLETE, FUNCTIONAL,AND COMPLIANT SYSTEMS. FAILURE TO MEET THIS REQUIREMENT SHALL NOT BE CONSIDEREDJUSTIFICATION FOR OMISSIONS, FAULTY WORK, OR THE PAYMENT OF ADDITIONALCOMPENSATION.
4. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE WORK OF OTHER TRADES TO AVOIDCONFLICTS AND TO MINIMIZE INTERRUPTION OF SERVICES.
5. ALL WORK, METHODS, AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE PREVAILINGBUILDING CODE, INSPECTION REGULATIONS AND ALL OFFICIALS HAVING JURISDICTION.
6. DUE TO THE SCALE OF DRAWINGS, NOT ALL PIPING AND APPURTENANCES TO BE PROVIDEDARE SHOWN. CONTRACTOR SHALL PROVIDE SERVICES INCLUDING, BUT NOT LIMITED TO, THEFOLLOWING: PIPING INSIDE WALLS AND CHASES TO SERVE ADJACENT PLUMBING FIXTURESAND EQUIPMENT, INDIVIDUAL FIXTURE SUPPLIES AND DRAINS, PIPING OFFSETS, VALVES,TRAPS, GAUGES, STRAINERS, AND UNIONS TO ENSURE THE COMPLETE AND FUNCTIONINGINSTALLATION OF FIXTURES AND EQUIPMENT.
7. CONTRACTOR SHALL COORDINATE ROUTING OF PIPING BELOW SLAB WITH COLUMNFOUNDATIONS, PILINGS, GRADE BEAMS, UNDERGROUND PLUMBING, ELECTRICAL UTILITIES,AND OTHER SUB-SURFACE BUILDING ELEMENTS.
8. DO NOT ROUGH-IN BASED UPON THESE DRAWINGS. REFER TO LATEST DRAWINGS PREPAREDBY THE ARCHITECT. THE FINAL LOCATIONS OF ALL PIPING SHALL ALLOW INSTALLATION OFFIXTURES WITHOUT THE NEED TO FURR-OUT WALLS.
9. PRIOR TO ANY ROUGH-INS, COORDINATE ALL FIXTURE AND EQUIPMENT LOCATIONS ANDCONNECTION REQUIREMENTS WITH LATEST MANUFACTURER RECOMMENDATIONS ANDDRAWINGS AND SPECIFICATIONS. MAKE ADJUSTMENTS AND PROVIDE SERVICES ASREQUIRED.
10. VERIFY EXACT LOCATION OF EQUIPMENT PRIOR TO ROUGH-IN OF DRAINS AND CLEANOUTS.
11. NO PIPING IS TO BE INSTALLED OPEN TO PUBLIC VIEW UNLESS NOTED OTHERWISE.
12. DO NOT INSTALL PIPING AT LOCATIONS THAT INTERFERE WITH SERVICE ACCESSIBILITY TOEQUIPMENT.
13. ALL PENETRATIONS THROUGH FLOOR SLABS AND EXTERIOR WALLS SHALL BE SEALEDWATERTIGHT.
14. INSTALL FIXTURES ACCORDING TO ADA REQUIREMENTS.
15. SAWCUT AND REMOVE EXISTING PAVING AND SIDEWALKS AS REQUIRED TO PROVIDE NEWSERVICES. PATCH AND RE-FINISH TO MATCH EXISTING.
16. ALL EXISTING WALLS, FLOORS, DRIVEWAYS, SIDEWALKS, PARKING AREAS, FENCING, ETC.DISTURBED DUE TO WORK DONE AND THAT ARE TO REMAIN SHALL BE REPAIRED TOCONDITION THAT IS ACCEPTABLE TO THE ARCHITECT/ENGINEER AND OWNER.
17. CONTRACTOR SHALL COORDINATE ROUTING OF PIPING IN CEILING SPACES WITHMECHANICAL AND ELECTRICAL EQUIPMENT, DUCTWORK AND CONDUIT. INSTALL TOCONSERVE HEADROOM AND TO CREATE MINIMUM INTERFERENCE WITH USE OF SPACE.SHOULD A CONFLICT OCCUR THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER
PRIOR TO INSTALLING AN ALTERNATE PIPING PLAN. GROUP PIPING AT COMMON ELEVATIONSWHENEVER PRACTICAL.
18. ALL VALVES INDICATED ON DRAWINGS SHALL BE LINE-SIZED (THE SAME SIZE AS THE PIPE THEYSERVE) UNLESS NOTED OTHERWISE.
19. PROVIDE LOCKING ACCESS PANELS ACCEPTABLE TO ARCHITECT/OWNER AS REQUIRED TOENSURE ACCESS TO VALVES AND WATER HAMMERS.
20. PROVIDE CLEANOUTS IN ADDITION TO THOSE SHOWN AS REQUIRED BY CODE.
21. UPON COMPLETION OF WORK, THOROUGHLY ROD AND FLUSH OUT ALL GRAVITY DRAINAGEPIPING TO ENSURE IT IS FREE FROM BLOCKAGES AND FLOWING FREELY.
22. PROVIDE PIPE CONNECTIONS AND VIBRATION ISOLATORS FOR INTERNALLY ISOLATEDMECHANICAL EQUIPMENTS.
23. COMPLY WITH MSS SP-58 (PIPE HANGERS AND SUPPORTS-MATERIALS, DESIGN, ANDMANUFACTURE), MSS SP-69 (PIPE HANGERS AND SUPPORTS-SELECTION AND APPLICATION),MSS SP-89 (PIPE HANGERS AND SUPPORTS-FABRICATION AND INSTALLATION) FOR PIPEHANGER SELECTIONS AND APPLICATIONS.
24. PROVIDE WALL SLEEVE AND ESCUTCHEON PLATES FOR ALL WALL PIPING PENETRATIONS.GALVANIZED STEEL SHEET SLEEVES. PROVIDE A MINIMUM 1" ANNULAR SPACE. PROVIDECONTINUOUS INSULATION THROUGH SLEEVE.
25. PROVIDE STAINLESS STEEL SADDLE ON INSULATED PIPE.
26. PROVIDE STAINLESS STEEL HARDWARE ON ALL EXTERIOR VALVES.
27. PIPING MATERIAL27.1. SANITARY AND VENT - DWV PVC SCHEDULE 40.27.2. ABOVE GRADE DOMESTIC WATER - TYPE L COPPER.27.3. BELOW GRADE DOMESTIC WATER - SEE CIVIL SPECIFICATIONS.
28. PROVIDE INSULATION WITH VAPOR BARRIER AND ALL WEATHER JACKET FOR DOMESTICCOLD WATER AND HOT WATER PIPING. PROVIDE ELASTOMERIC OR CELLULAR GLASSINSULATION:- OUTDOOR DOMESTIC COLD WATER: 2" THICK- INDOOR DOMESTIC COLD WATER: 1" THICK
28. PROVIDE ALL WEATHER EXPOSED DOMESTIC COLD WATER PIPING WITH HEAT TRACE ANDINSULATED ALONG WITH ALUMINUM JACKET. HEAT TRACE SHALL BE MINIMUM 5W/LF.COORDINATE POWER REQUIREMENTS WITH ELECTRICAL. SEE FLOOR PLAN.
29. PROVIDE ALL INDOOR (WITHIN CHASE ROOM) DOMESTIC COLD WATER PIPING WITH HEATTRACE AND INSULATED ALONG WITH PVC JACKET. HEAT TRACE SHALL BE MINIMUM 5W/LF.COORDINATE POWER REQUIREMENTS WITH ELECTRICAL. SEE FLOOR PLAN.
28. ALL ITEMS PROJECTING THROUGH ROOF SHALL BE FLASHED AND COUNTER-FLASHED AMINIMUM OF 12" AND SHALL BE PAINTED TO MATCH ROOF COLOR. PROVIDE APPROVEDSEALS AT ALL ROOF PENETRATIONS. COORDINATE WITH ARCHITECTURAL.
29. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD CONNECTIONS.
30. UNDER SLAB SOIL, WASTE AND VENT PIPING PASSING TO UNDERSIDE OR THROUGHFOUNDATION FOOTING, WALL OR GRADE BEAM SHALL BE PROVIDED WITH A RELIEVINGARCH OR PIPE SLEEVE - TWO PIPE SIZES GREATER THAN PIPE SIZE INDICATED ON PLANS.COORDINATE FINAL PIPE ROUTING AND LAYOUT WITH STRUCTURAL DRAWINGS.
31. SEE RESTROOM ELEVATIONS ON ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURES'MOUNTING HEIGHT.
32. PRIOR TO SUBSTANTIAL COMPLETION OF NEW WORK AREAS, CONTRACTOR SHALL HAVESANITARY PLUMBING SYSTEM CLEARED OF DEBRIS OR ANY MATTER THAT WOULD INTERFEREOR PREVENT ADEQUATE CONVEYANCE OF MATERIALS FROM MOVING THROUGH ANDTERMINATING INTO BUILDING OR PUBLIC DISPOSAL FACILITIES.
GENERAL PLUMBING NOTES
SANITARY PIPING (SAN)
VENT PIPING (V)
COLD WATER SUPPLYPIPING (CW)
HOT WATER SUPPLYPIPING (HW)
INTERIOR HOSE BIBB (HB)OREXTERIOR WALLHYDRANT (WH)
WALL CLEANOUT (WCO)
FLOOR CLEANOUT (CO)
FLOOR DRAIN (FD)
GRADE CLEANOUT(GCO)
VENT THRU ROOF (VTR)
WATER HAMMERARRESTOR (WHA)
FU_TOTALFU_WASTEFU_HOTFU_COLD
FIXT_CODE
ELBOW TURN UP
ELBOW TURN DOWN
BOTTOM CONNECTION
TOP CONNECTION
GATE VALVE
BALL VALVE
SHEET NOTE
DETAIL NOTE
PLUMBING LEGEND
1
1 SCALETITLE DESCRIPTION
DWG SCALE,SCHEMATIC,ORNOT TO SCALE (NTS)
AAV AIR ADMITTANCE VALVEABA ARCHITECTURAL BARRIERS ACTABS ACRYLONITRILE BUTADIENE
STYRENE PLASTICAFF ABOVE FINISH FLOORAGA AMERICAN GAS ASSOCIATIONANSI AMERICAN NATIONAL STANDARDS
INSTITUTEASHRAE AMERICAN SOCIETY OF HEATING,
REFRIGERATING, AND AIR-CONDITIONING ENGINEERS
ASSE AMERICAN SOCIETY OF SANITARYENGINEERING
BFP BACKFLOW PREVENTER
CFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECO CLEANOUTCW COLD WATER
DEG DEGREESDF DRINKING FOUNTAINDIA DIAMETERDN DOWN
ELEV ELEVATIONEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREPA ENVIRONMENTAL PROTECTION
AGENCY
FCO FLOOR CLEANOUTFD FLOOR DRAINFT FOOT OR FEETFV FLUSH VALVE
GALV GALVANIZEDGCO GRADE CLEANOUTGPF GALLONS PER FLUSHGPM GALLONS PER MINUTE
HB HOSE BIBBHW HOT WATERHWR HOT WATER RETURN
INV INVERTIWH INSTANTANEOUS WATER HEATER
LAV LAVATORY
MECH MECHANICALNSF NATIONAL SCIENCE FOUNDATION
PSI POUNDS PER SQUARE INCH
SAN SANITARYSK SINKSS STAINLESS STEEL
TYP TYPICALT/P TEMPERATURE AND PRESSURE
U/G UNDERGROUND
V VENTVTR VENT THROUGH ROOF
W/ WITHW WASTEWC WATER CLOSET (TOILET)WCO WALL CLEANOUTWH WALL HYDRANTWHA WATER HAMMER ARRESTOR
ABBREVIATIONS
1
ANTON LIE ENGINEERING, LLCPENSACOLA, FL 32514
CERTIFICATE OF AUTHORIZATION:FL 32794
ANTON LIE P.E.PROJECT NUMBER 18-105
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CHECKED BY:
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DESIGNED BY:
PROJECTNUMBERDRAWINGNUMBER
100062903
NA
VA
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ENGINEER OF RECORD
ANTON LIE, PEFL PE 82369
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GENERAL NOTES1. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES REQUIRED OPENINGS IN WALLS,
FOUNDATIONS, FLOORS, AND ROOFS.
2. FIELD VERIFY ALL DIMENSIONS, SIZES, AND CONNECTION LOCATIONS BEFORE ANYDUCTWORK FABRICATION OR PIPE CUTTING IS COMMENCED.
3. PROVIDE ANY OFFSETS, TRANSITIONS, AND OTHER MINOR ADJUSTMENTS AS REQUIREDFOR A COMPLETE AND WORKING SYSTEM INSTALLATION.
4. COORDINATE FLOOR DRAIN LOCATIONS IN RESTROOMS WITH ALL FIXTURES ANDFURNITURE.
5. VERIFY ALL EQUIPMENT LOCATIONS AND PROVIDE ADEQUATE MAINTENANCECLEARANCE AROUND EACH PIECE OF EQUIPMENT PER THE MANUFACTURER'SRECOMMENDATIONS. PROVIDE CLEARANCE IN FRONT OF ELECTRICAL PANELS ANDOTHER ELECTRICAL EQUIPMENT PER THE NATIONAL ELECTRICAL CODE REQUIREMENTS.COORDINATE WITH OTHER TRADES.
6. EQUIPMENT, PIPING AND ETC. ARE SHOWN IN APPROXIMATE LOCATIONS. ACTUALLOCATIONS SHALL BE DETERMINED IN THE FIELD, FULLY COORDINATED AND INCOMPLIANCE WITH CONTRACT DOCUMENTS. IN NO INSTANCE SHALL THE LOCATIONVIOLATE STANDARDS, CODES, GOOD MECHANICAL PRINCIPLES, AND THE INTENT OF THEDESIGN. CONSULT ENGINEER PRIOR TO RELOCATION. MECHANICAL DRAWINGS, INSOME RESPECTS, ARE DIAGRAMMATIC. COORDINATION, LAYOUT OF SECTIONS, OR FIELDMEASUREMENTS MAY BE REQUIRED PRIOR TO FABRICATION OF DUCTWORK OR PIPING.MODIFY SIZES, AS DIRECTED BY ENGINEER, FOR FIT. ARRANGE ALL DUCTWORK ANDPIPING IN A NEAT AND ORDERLY MANNER. COORDINATE WITH OTHER TRADES.
7. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OF BUILDING.
8. PROVIDE WATER PROOF SEALING OF PIPE AND DUCT PENETRATIONS OF EXTERIORWALLS, FLOORS, AND/OR ROOF.
9. DO NOT MOUNT DISCONNECT SWITCHES ON ANY EQUIPMENT EXCEPT ASRECOMMENDED BY MANUFACTURER.
10. EQUIPMENT OF DIFFERING ELECTRICAL CHARACTERISTICS, PHYSICAL DIMENSIONS,CAPACITIES, AND RATINGS MAY BE FURNISHED, PROVIDED SUCH PROPOSED EQUIPMENTIS APPROVED BY THE ENGINEER IN WRITING AND CONNECTING MECHANICAL SERVICES,CIRCUIT BREAKERS, CONDUIT, MOTORS, BASES, AND EQUIPMENT SPACES AREINCREASED. ADDITIONAL COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTORPROVIDING DIFFERING EQUIPMENT.
11. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS.
PROJECT BUILDING CODE REQUIREMENTSWORK SHALL COMPLY WITH THE FOLLOWING AGENCIES:
· 2017 FLORIDA BUILDING CODE· 2017 FLORIDA MECHANICAL CODE· 2017 FLORIDA ENERGY CONSERVATION CODE· 2017 FLORIDA PLUMBING CODE· AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE)· AMERICAN SOCIETY OF PLUMBING ENGINEERS (ASPE)· NATIONAL FIRE PROTECTION AGENCY (NFPA)
PLUMBING FIXTURE AND EQUIPMENT SCHEDULE
MARK FIXTUREBASIS OF DESIGNMANUFACTURER
CONNECTIONS
DESCRIPTION
SAN DCW DHW
(IN) (IN) (IN)
P-1 WATER CLOSET AMERICAN STANDARD2856.016 3 1 - WALL-MOUNT ELONGATED TOILET. WHITE VITREOUS CHINA. MANUAL FLUSH VALVE. 1.6 GPF. 1-1/2" TOP INLET SPUD. WHITE
HEAVY DUTY SEAT.
P-1A WATER CLOSET (ADA) AMERICAN STANDARD2856.016 3 1 - WALL-MOUNT ELONGATED TOILET. WHITE VITREOUS CHINA. MANUAL FLUSH VALVE. 1.6 GPF. 1-1/2" TOP INLET SPUD. WHITE
HEAVY DUTY SEAT. MOUNT TO COMPLY ADA REQUIREMENTS.
P-2 URINAL AMERICAN STANDARD6590.501 2 3/4 - WALL-MOUNT URINAL. WHITE VITREOUS CHINA. MANUAL FLUSH VALVE. 0.5 GPF. 3/4" TOP INLET SPUD. MOUNT TO COMPLY
ADA REQUIREMENTS AS REQUIRED PER ARCHITECTURAL DRAWINGS.
P-3 LAVATORY ZURN Z5111 1-1/2 1/2 -
COUNTERTOP. 20"x17" VITREOUS CHINA, SELF-RIMMING. SINGLE FAUCET HOLE, SINGLE TEMPERATURE DECK MOUNTFAUCET WITH POLISHED CHROME PLATED BRASS BODY, 0.5 GPM VANDAL RESISTANT NON-AERATED SPRAY DEVICE,METERING CARTRIDGE, PUSH BUTTON CAP WITH VANDAL RESISTANT SCREW AND 1/2” NPSM MALE INLET. ADJUSTMETERING CARTRIDGE CYCLE TO 10 SECONDS. PROVIDE WITH GRID STRAINER, P-TRAP, STOP WITH FLEXIBLE SUPPLIES,ADA-TRAP, STOP AND SUPPLY PROTECTORS.
P-4 LAVATORY AMERICAN STANDARD036.041 1-1/2 1/2 -
WALL-HUNG SINK. VITREOUS CHINA. SINGLE CENTER FAUCET HOLE. FRONT OVERFLOW. FAUCET LEDGE. PROVIDE WITHMETERING FAUCET, WALL HANGER OR CONCEALED ARMS SUPPORT. SINGLE HOLE, SINGLE TEMPERATURE DECK MOUNTFAUCET WITH POLISHED CHROME PLATED BRASS BODY, 0.5 GPM VANDAL RESISTANT NON-AERATED SPRAYDEVICE, METERING CARTRIDGE, PUSH BUTTON CAP WITH VANDAL RESISTANT SCREW AND 1/2” NPSM MALE INLET. ADJUSTMETERING CARTRIDGE CYCLE TO 10 SECONDS. PROVIDE WITH GRID STRAINER, P-TRAP, STOP WITH FLEXIBLE SUPPLIES,ADA-TRAP, STOP AND SUPPLY PROTECTORS.
P-5 DRINKING FOUNTAIN ELKAY EHW217FPK 1-1/4 1/2 -
WALL MOUNTED FREEZE-RESISTANT DRINKING FOUNTAIN CONSTRUCTED OF #14 GAUGE, TYPE 304, STAINLESS STEELPOLISHED SATIN FINISH. VANDAL-RESISTANT BUBBLER AND CHROME PLATED PUSH BUTTON. PROVIDE WITH BOTTOMCOVER PLATE, FLOW REGULATOR AND FREEZE-RESISTANT BOX. PROVIDE IN-WALL CARRIER CONSTRUCTED OFHEAVY-GAUGE STEEL. PAINT WITH PROTECTIVE COATING. MOUNT TO COMPLY ADA REQUIREMENTS AS REQUIRED PERARCHITECTURAL DRAWINGS.
P-6 EXTERIOR SHOWER SHOWERTOWER - 3/4 -
ONE PIECE CONSTRUCTION WITH HIGH-GRADE POLYMER - NON POROUS PLASTIC. SPRAY HEADS AT 1.5 GPM AT 60 PSI.PROVIDE WITH LEAD FREE WATER SUPPLY. SURFACE MOUNT INSTALLATION. PROVIDE WITH SURFACE MOUNT CARRIER,VANDAL RESISTANT S.S. BOLTS AND WASHER TO ANCHOR, SHUT OFF WATER AND DRAIN DOWN. ONE YEAR WARRANTY.CONTROL VALVES EQUAL TO SYMMONS INDUSTRIES "SHOWER-OFF" VALVES WITH BRASS AND CHROME PLATED BRASSCOMPONENTS WITH PUSH BUTTON OPERATION. SHOWER AND FOOT WASH NOZZLES EQUAL TO BRADLEY CORP. SEVERESERVICE, HEAVY DUTY FIXTURES. SHOWER NOZZLES SET AT APPROX. 73" AND FOOT WASHES AT APPROX. 26". REFER TODRAWINGS FOR TOWER CONFIGURATION.
FD FLOOR DRAIN J.R. SMITH 2005 3 1/2 - FLOOR DRAIN WITH SQUARE TOP AND TRAP PRIMER CONNECTION.
WH WALL HYDRANT WOODFORD 24 - 1/2 - AUTOMATIC DRAINING, FREEZELESS, WITH HOSE CONNECTION, ANTI SIPHON VACUUM BREAKER, FLUSH MOUNTED BOXAND DOOR, LOOSE KEY OPERATED, CHROME FINISH.
HB HOSE BIBB WOODFORD B24 - 1/2 - ANTI SIPHON, VACUUM BREAKER, CHROME FINISH. LOOSE TEE KEY.
NOTES:
1. PROVIDE WITH ALL REQUIRED ACCESSORIES AND FITTINGS FOR A COMPLETE INSTALLATION.
2. PROVIDE WATER HAMMER ARRESTORS ON COLD AND HOT WATER SUPPLY BRANCHES. REFER TO WATER HAMMER ARRESTOR SCHEDULE.
3. REFER TO ARCHITECTURAL DRAWINGS FOR ALL PLUMBING FIXTURES' MOUNTING HEIGHT. COORDINATE WITH ADA REQUIREMENTS.
4. PROVIDE FULL SIZE WATER AND SANITARY PIPING TO EACH FIXTURE UNLESS NOTED OTHERWISE.
5. PROVIDE BASIS OF DESIGN MANUFACTURER AND MODEL OR APPROVED EQUAL WITH PERFORMANCE, COMPONENTS AND TRIM OPTIONS WHICH EXCEED OR EQUAL TO BASIS OF DESIGN.
ANTON LIE ENGINEERING, LLCPENSACOLA, FL 32514
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MA
TCHL
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MA
TCHL
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P1031
P1011
P1021
APPROX. LOCATION OF(E)6" SANITARY LINE. SEE CIVIL.
APPROX. LOCATION OF(E)CW. SEE CIVIL.
AREA "A"
MA
TCHL
INE
MA
TCHL
INE
P1031
APPROX. LOCATIONOF (E)CW. SEE CIVIL.
AREA "B"
ANTON LIE ENGINEERING, LLCPENSACOLA, FL 32514
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SCALE: 1/16"=1'-0"
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P-1
P-1
P-1A
P-2
P-2
P-2
P-3 P-3 P-3
P-3 P-3 P-3
P-1A
P-4
P-1
P-1
P-1
P-1
P-1
P-5
3"FD
P-4
3"FD
CO
CO
3"FD
3"FD
GCO
CO
4" SAN
4" SAN3" SAN
2-1/2" V
2-1/2" V
3" VTR
3" VTR
4" SAN INVERT ELEVATION @ (-2'-0").SEE CIVIL FOR CONTINUATION.
CO
1 CONNECT TRAP PRIMER TO NEAREST DCW AT CHASE ANDROUTE TO FD BELOW FLOOR.
ROUTE VENT PIPING EXPOSED INSIDE CHASE.
SHEET NOTES
2
2
2-1/2" V
3" V2
1
1
1
1
4" SAN
CO
FD
FD
3"SAN
P-1A
CO
P-1P-1
P-2P-2
P-2
P-3
P-3
GCO
3"SAN 4"SAN
P-1A
FD
P-4
P-3
P-1
P-1
P-1
P-1
P-1CO
P-3
P-3
CO
FD
P-5
2-WAYGCO
P-3
P-4
3"SAN
SEE CIVIL FORCONTINUATION.
TP
TP
TP
TP
VTR
VTR
ROUTE 2-45's TO BELOW GRADE PIPING. COORDINATEINVERT ELEVATION PRIOR TO FABRICATION.
1-1/2"V, TYPFOR ALL P-3
1-1/2"V2" SAN.TYP. FORALL P-2
4"SAN
3"V AND 3"SAN.TYP. FOR ALL P-1
AND P-1A
1-1/2"V1-1/2"SAN
3" V
2-1/2"V
3"SAN. TYP.FOR ALL FD
3"SAN
2"SAN
3"SAN
3"SAN
4"SAN
4"SAN
3"SAN
2"V
3"V AND 3"SAN.TYP. FOR ALL P-1AND P-1A
3"V
2"V
3"V
3"V
1-1/2"V2" SAN.
4" SAN 3" SAN
2-1/2" V
3" V
3" V
3" V
2-1/2" V
3" V
APPROXIMATE LOCATION (E)SANITARY LINE TO REMAIN. SEE CIVIL.
4" SAN
4" SAN
4" SAN
2-WAYGCO
P-6P-6
1
SEE CIVIL FORFINISHED FLOOR
ELEVATION
ANTON LIE ENGINEERING, LLCPENSACOLA, FL 32514
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ANTON LIE, PEFL PE 82369
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P101
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DG
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MEN
TS7.
30.1
9
80
P-1
P-1
P-1A
P-2
P-2
P-2
P-3 P-3 P-3
P-3 P-3 P-3
P-1A
P-4
P-1
P-1
P-1
P-1
P-1
P-5
P-4
2" DCW ROUTEBELOW FLOOR
2" DCW ROUTEEXPOSED INSIDE
CLOSET
2" DCW ROUTEEXPOSED INSIDECLOSET
2" BFP
HB
HB
1 PROVIDE ALL DOMESTIC CW PIPING WITH INSULATION,PVC JACKET AND HEAT TRACE. HEAT TRACE SHALL BE5W/LF, 115v/1ɸ/60HZ. COORDINATE POWERREQUIREMENTS WITH ELECTRICAL. BASIS OF DESIGN ISCHROMALOX "STW" CABLE WITH "PIT" HEAT TRACE ULLISTED THERMOSTAT.
COORDINATE EXTERIOR SHOWER SUPPORT WITHSTRUCTURAL AND MANUFACTURER'S RECOMMENDEDINSTALLATION GUIDE. PROVIDE ONE SHOWER, ONEFOOTWASH, AND ONE HOSE BIBB PER TOWER.
SHEET NOTES
WATER HAMMER SCHEDULEPIPESIZE SIZE AIR
CHAMBERFIXTURE UNIT
CAPACITY1/2" A 1 TO 113/4" 12 TO 321" 33 TO 60
60 PSIG
WATER HAMMERS SHALL MEET ASSE 1010 AND BE SIZEDPER PDI STANDARDS
2 WATER HAMMER ARRESTER DETAILNOT TO SCALE
1
1
1
1
FD
FD
P-1A
P-1P-1
P-2P-2
P-2
P-3
P-3
P-1A
FDP-4
P-3
P-1
P-1
P-1
P-1
P-1
P-3
P-3
FD
P-5
BFP
P-3
P-4
SEE CIVIL FORCONTINUATION.
TP
TP
TP
TP
P-6P-6
3"FD
3"FD
3"FD
3"FD
1/2" DCW DN TOAUTOMATIC TRAPPRIMER
1/2" CW DN TOAUTOMATIC TRAP
PRIMER
TP
TP
HB
HB
WATERHAMMERARRESTOR
2
22
WH-A
WH-B
WH-B
WH-A
BC
WATTSMODEL #LF15M2-ALF15M2-BLF15M2-C
60 PSIG60 PSIG
1" CW
1" CW. TYP.FOR ALL P-1AND P-1A
1/2" CW. TYP.FOR ALL P-3
3/4" DCW ROUTEBELOW FLOOR 1
1" DCW ROUTEBELOW FLOOR 1
WH-B
P-6
P-6
1/2" CW
1/2" CW
1" CW
B.O.P @ 8'AFF.
B.O.P @ 8'AFF.
2" DCW. SEE CIVILFOR CONTINUATION
HF
S
· "S" FOR SHOWERHEAD· "F" FOR FOOT-WASH· "H" FOR HOSE BIBB
CRITICAL LINE
DISTANCE "A"
3TRAP PRIMER (ALTERNATE)WC CONNECTION DETAILNOT TO SCALE
NOTES:1. PROVIDE ESCUTCHEON
PLATE AT WALLPENETRATION.
2. DISTANCE "A" . PROVIDE PERMFR INSTRUCTION.
3. THIS TRAP PRIMERCONFIGURATION SHALLONLY SERVE ONE P-TRAP.
4. REFER TO TRAP PRIMERDETAIL FOR ADDITIONALINFORMATION.
WATER CLOSET FLUSHVALVE HANDLE
WATER SAVER. TRAPPRIMER CONNECTION
TO P-TRAPANTON LIE ENGINEERING, LLCPENSACOLA, FL 32514
CERTIFICATE OF AUTHORIZATION:FL 32794
ANTON LIE P.E.PROJECT NUMBER 18-105
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ENGINEER OF RECORD
ANTON LIE, PEFL PE 82369
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P102
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81
P-6 1 P-6 1
2 (E)CW. SEE SITE DWGS.1"CW
FIELD COORDINATEEXACT TIE-INLOCATION TOEXISTING CW PIPE
1 COORDINATE EXTERIOR SHOWER SUPPORT WITHSTRUCTURAL AND MANUFACTURER'S RECOMMENDEDINSTALLATION GUIDE. STUB 1" CW TO FIXTURE.PROVIDE THREE SHOWERS, TWO FOOTWASHES, AND ONEHOSE BIBB PER TOWER.
BELOW GRADE VALVE BOX AND ISOLATION VALVE.
SHEET NOTES
P-6 1 P-6 1
2
2
(E)CW. SEE SITE DWGS. 1"CW
S
F
S
F
S
H
· "S" FOR SHOWERHEAD· "F" FOR FOOT-WASH· "H" FOR HOSE BIBB
18"
18"
1/2"1/2"
NOTES:1. VALVE BOX AND BOOT SHALL BE CAST IRON.2. VALVE COVER SHALL BE MARKED "WATER.3. VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE
OF NATURAL GROUND.4. EARTH UNDER FLANGE TO BE FIRM AND WELL
TAMPED TO INSURE AGAINST VALVE BOX SETTING.5. PROVIDE AND COORDINATE WITH UTILITY
COMPANY DETAIL AND REQUIREMENTS.
4" THICK CONCRETE PAD
4" THICK CONCRETE PAD
CAST IRONADJUSTABLEVALVE BOX
WATER MAIN
3 BELOW GRADE VALVE BOX DETAILNOT TO SCALE
ANTON LIE ENGINEERING, LLCPENSACOLA, FL 32514
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ENGINEER OF RECORD
ANTON LIE, PEFL PE 82369
GSA
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PLUMBING PLAN - DOMESTIC WATER - EXTERIOR SHOWER - AREA "A"1 4' 8'
SCALE: 1/4"=1'-0"4' 0'
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SCALE: 1/4"=1'-0"4' 0'
82
FINISHED FLOOR
1 PIPE - WALL SUPPORT DETAILNOT TO SCALE 2 PIPE HANGER SUPPORT DETAIL
NOT TO SCALE
4 TRAP PRIMER DETAILNOT TO SCALE 5 GRADE CLEANOUT DETAIL
NOT TO SCALE
3 FLOOR CLEANOUT DETAILNOT TO SCALE
U-BOLTINSULATION
INSULATED PIPE
INSULATION SADDLE
UNINSULATED PIPE
2"x2"x1/4" GALVANIZED STEELANGLE SUPPORT WELDED AND
SECURE TO WALL STRUCTURE.PAINT SUPPORT. COORDINATECOLOR WITH ARCHITECTURAL.
HANGER RODS
PIPE SHIELD
INSULATION SHALL BECONTINUOUS
THROUGH PIPEHANGER AND
SUPPORT
UNISTRUT CHANNEL
PIPE
PIPE
LINE CONTINUATIONOR PLUG AS NOTEDON FLOOR PLAN
EXTENSIONLONG SWEEP 1/4" BENDOR "Y" WITH 1/8" BEND.PROVIDE REDUCER AS
REQUIRED.
VA
RIES
30" M
IN.
PAVED
UNPAVED
ASPHALT
VA
RIES
30" M
IN.
S
6"
SECTION A - A
A
US FOUNDRY7623 HANDHOLERING, OR EQUIV.
US FOUNDRY FGCOVER, OREQUIV.
PENETRATINGPICKHOLESREQUIRED
"S" CASTLETTERINGREQUIRED
A
CLEAN-OUT FRAME AND COVER
NOTE:CLEAN-OUT PIPE AND FITTINGS TOMATCH SIZE OF LINE INTO WHICHACCESS IS BEING PROVIDED.
1
DETAIL KEY NOTES:MATCH DEPTH OF ADJACENTCONCRETE SIDEWALK OR PAVEMENTIN CONCRETE AREAS (MIN.THICKNESS TO BE AS REQUIRED TOEXTEND 2" BELOW BOTTOM OF CASTIRON FRAME)
CAST IRON FRAME & COVER.
18"x18" 3,000 PSI CONCRETE PAD.
ASPHALT
CONCRETE
MATCH DEPTH OF ADJACENTASPHALT AND BASE IN ASPHALTAREAS
SWEEPING 90-DEGREE PVC BEND(SIZE VARIES SEE UTILITY PLAN)
PRE-FAB CONCRETE DONUT. (HEIGHTOF DONUT SHALL ALLOW FOR FREEPASSAGE OF A LAWN MOWER).
SCREW TYPE PVC CLEAN-OUT PLUGWITH RAISED SQUARE HEAD.
PVC CLEAN-OUT ADAPTER.
2
12
34 5
6
7
8
9
7
10
3
4
5
6
7
8
9
10
1
DETAIL KEY NOTES:1/2" CW. CONNECT TRAP PRIMERBRANCH OFF THE TOP OF THE SUPPLYLINE TO PREVENT SEDIMENT FROMSETTLING ON TRAP PRIMER VALVE.
MINIMUM 1".
ISOLATION BALL VALVE.
DIELECTRIC UNION.
PRESSURE ACTUATED TRAP PRIMER.
DISTRIBUTION UNIT.
1/2" TRAP PRIMER LINE.
TRAP PRIMER LINE PENETRATETHROUGH FLOOR. SEAL WATER TIGHT.SLOPE HORIZONTAL PIPING AT 1/4"PER FT MINIMUM.
MIN. 12" AFF.
FLOOR DRAIN TRAP PRIMERCONNECTION.
2
3
4
5
6
7
8
9
10
1
2
43
56
78 9
FLOOR DRAIN
10
NOTES:1. PROVIDE TRAP PRIMER ON ALL FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS AS
NOTED.2. PROVIDE DISTRIBUTION UNIT TO SERVE MULTIPLE TRAPS.3. ACCESS DOOR: PROVIDE MIN 12"x24" LARGE ENOUGH FOR MAINTENANCE AND PARTS
REMOVAL. COORDINATE LOCATION WITH ARCHITECTURAL.4. MECHANICAL ROOM INSTALLATION: ALL PIPING AND PARTS SHALL BE EXPOSED.
ACCESS DOOR NOT REQUIRED. SUPPORT PIPING OFF FLOOR WITH GALVANIZED METALFRAMING CHANNELS WITH PIPE CLAMPS AND SECURE TO FLOOR.
5. INSTALL VERTICALLY AND SUPPORT PER MFR RECOMMENDATION.
POLISHED CHROME FINISH CLEANOUT.COORDINATE WITH TILE INSTALLATION.
AROUNDDRAIN
24"
1/2"
POLISHED CHROME FINISH FLOOR DRAIN.COORDINATE WITH TILE INSTALLATION WHERE
APPLICABLE
6 FLOOR DRAIN DETAILNOT TO SCALE
INSTALL FLOOR DRAIN1/2" BELOW FINISHED
FLOOR. GROUT TILE ANDADJUST AS REQUIRED
FLUSH WITH DRAIN.
ANTON LIE ENGINEERING, LLCPENSACOLA, FL 32514
CERTIFICATE OF AUTHORIZATION:FL 32794
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ANTON LIE, PEFL PE 82369
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