HomeMy WebLinkAboutFLOOR PLANREVISIONS I BY
PLUMBING GENERAL NOTES
1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL PLUMBING AND
BUILDING CODES.
2. BUILDING DRAINAGE SYSTEM DESIGN BASED ON 1/8'/FT MINIMUM FALL;
ANY DEVIATIONS SHALL BE APPROVED BY ARCHITECT & ENGINEER.
3. CONTRACTOR TO PROVIDE 1" (MIN.) WATER PIPE CAPPED AT EVERY
ELECTRICAL SWITCHGEAR ROOM OR METER ROOM TO BE USED AS GROUND.
4. ALL VALVES UNDERGROUND TO BE INSTALLED IN PRECAST CONCRETE
BOXES, BROOKS OR EQUAL
5. PLUMBING CONTRACTOR TO FURNISH ALL REQUIRED FLASHINGS FOR PIPES
TO ROOFING CONTRACTOR,
6. MATERIALS SHALL BE ALL NEW AND AS FOLLOWS:
A) DRAINAGE PIPING - NO HUB CAST IRON STD. 30f OR PVC SCH. 40
B) WATER PIPING - SCH. 40 PVC (UNDERGROUND), COPPER
TUBE TYPE L (INTERIOR)
C) A/C CONDENSATE DRAIN - SCH. 40 PVC OR COPPER TYPE OC IN
CEILING PLENUM.
D) FLOOR AND ROOF DRAINS IF USED. JOSAM OR EQUAL
E) VALVES - 125 PSI NIBCO 5COTT OR EQUAL
F) HOSE BIBBS - JOSAM 7105, OR EQUAL
G) A/C CONDENSATE DRAIN INSULATION - 1/2" ARMAFLEX.
(') NO PVC PIPE IN COUNG SPACE R/A PLENUM,
7. PROVIDE ALL EXCAVATION BACKFlLL AND COMPACTION REQUIRED BY ALL
PLUMBING WORK.
8. PERFORM THE FOLLOWING TESTS:
A) WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE
TEST OF 100 PSIG FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE
ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR.
8) DRAINAGE PIPING - BEFORE INSTALLATION OF ANY DRAINS, THE ENDS
OF THE SYSTEM SHALL BE CAPPED AND ALL ONES FlL1.ED WITH WATER
TO HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION is MADE
AND WATER LEVEL REMAINS CONSTANT.
C) CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS.
9. STERILIZE ALL WATER LINES WITH MIXTURE OF (2) TWO POUNDS OF
CHLORINATED UME TO EACH 1000 GALLONS OF WATER (50 RPM OF
i AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES 24 HOURS AND Fl_U5H
THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE.
10. COMPLETE SYSTEM FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-
SERVICE TEST AFTER COMPLETION OF THE INSTALLATION.
11. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL
PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS AND
WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE,
AND THAT HE WILL, AT HIS EXPENSE REPAIR AND REPLACE ALL WORK
WHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD.
W
SANITARY PIPING ISOMETRIC
ACCESSIBILITY NOTES
1. RAMPSL SHALL HAVE A MAXIMUM SLOPE OF 1:12
2. GjLL!>,tSE;A�FI SFIARSS: SHALL BE LOCATED 33" FROM AND PARALLEL TO FLOOR, MEASURED
VERTICALLY TO THE TOP THE OF RAIL. SHALL HAVE A OUTSIDE DIAMETER OF 1 1/2
SHALL PROVIDE 1 1/2" OF CLEARANCE BETWEEN THE RAIL AND THE WALL . SHALL
SUPPORT A LOAD OFF 250 Ibs. APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY.
SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH.
3. NOT USED
4. WATER CLOSETS' SHALL COMPLY WITH THE HANDICAP CODE, SEAT HEIGHT SHALL
BE AT A HEIGHT OF NO LESS THAN 17" AND NO MORE THAN 19" MEASURED
VERTICALLY FROM THE FINISHED FLOOR TO THE TOP Of THE SEAT.
5. TOI_ET PAEE DISPR SHALL COMPLY WITH THE HANDICAP CODE AND BE
MOUNTED 194
9 ABOVE FINISH FLOOR.
6. LAVATORIES: SHALL HAVE LEVER -OPERATED FAUCETS AND NARROW APRONS (5" MAX)
WHICH, WHEN AT A MAX HEIGHT OF 34" MEASURED VERTICALLY FROM THE
FLOOR TO THE TOP OF THE APRON, ALLOWS FOR THE USE OF THE LAVATORY
BY A PERSON IN A WHEELCHAIR.
7. SINKS SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34"
FROM THE FLOOR. EACH SINK SHALL BE A MAXIMUM OF 6 1/2" DEEP.
8. HOT WATER AND DRAIN PIPES c UNDER LAVATORIES OR SINKS SHAL BE INSULATED `
OR OTHERWISE PROTECTED.
9. MIRRORS, SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE
NO HIGHER THAN 40" FROM THE FLOOR.
10. TOWEL DISPENSERS• SHALL BE LOCATED ADJACENT TO ACCESSIBLE LAVATORIES &
AT LEAST ONE TOWELS DISPENSER SHALL BE LOCATED WITHIN THE HANDICAPED
TOILET STALL OR HANDICAP TOILET ROOM.
11. SIGNS: PROVIDE A LAMINATED PLASTIC GENDER I & HANDICAP SIGN AT ALL RESTROOMS
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NOTE: SCOPE OF WORK:
A. DEMOLITION TO EXISTING BATHROOM AND THE REMOVAL OF
EXISTING FIXTURES. LIC. PLUMBER SHALL TERMINATE ALL
WATER AND WASTE WATER LINES.
B. REMOVE EXISTING INTERIOR BATHROOM WALLS, DOORS .
AND ANY ATTACHED SHELVING OR COUNTERS.
C. REMOVAL OF EXISTING CONTRETE FOR NEW PLUMBING
FIXTURES AS SHOWN ON FLOOR PLAN.
D. INSTALL NEW FRAME WALLS FOR NEW HANDICAP BATH
ROOMS. DRYWALL BOTH SIDES AND FINISH WITH TILE
WALLS OR FRP PANELING.
E. PROVIDE NEW 100A PANEL FOR REMODEL AND FUTURE100A
PANEL FOR TENANT SEPARATION.
F. NOTE: EXISTING HVAC TO REMAIN AND DUCK LAYOUT. THE
BATHROOM DUCKS REMOVED FOR DEMOLITION SHALL BE
RE=USED IN NEW BATHS. WORK SHALL BE DONE BY LIC. AC
CONTRACTOR.
NOTE: PLANS HAVE BEEN DESIGNED TO MEET FBC 2007 AND ADOPTED
2009 REVISIONS. ALL ELECTRICAL SHALL MEET 2008 NEC.
THE CONTRACTOR, SUB -CONTRACTOR, SUPPLIER, ETC. SHALL
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS &
SPECIFICATIONS ETC.
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Date
PAUL WELCH INC.
MECHANICAL * ELECTRICAL " CIVIL ENGINEERING Scale
1 984 S.W. BILTMORE ST. - SUITE #1 14
0 PORT ST. LUCIE, FL 34984 Drawn
/ PHONE E-MAIL FAx Job
(772) 785.988B PWELCHINCPAOL.COM (772) 7BS-9933
Sheet
OCT Q 1 2009
Of 2 Sheets
REVI£
r- 120/240VAC 1phase 3wire
PANEL UNIT- 4
Ckt
Pole
Tri
Remarks
emarks
Tri
Pole
Clot
1
1
20
Lighting
4iiecepta
tin
15
1
2
3
1
15
Receptacles
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20
1
4
5
1
20
Receptacles
Receptacles
20
1
6
7
2
60
A.H.U.
COMP
30
2
8
9
A.H.U.
COMP
110
ll
1
12
Phase 1 Total
hase 2 Total
28000
24000
PANEL UNIT_ 120/240VAC 1phase 31xire
Ckt Pole Trip Remarks Remarks Trip Pole Ckt
1 1 20 Ligting Lighting 20 1 21
3
1
20
Lighting
Receptacles
20
1
4
5
1
20
Rece tacles
Receptacles
20
1
16
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2
60
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2
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11
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'Phase 1 Total
iPhase 2 Total
25000
i22000
VYISTING DRYWALL CEILING
NOTE: 2x4 WD STUD
WALL INTERIOR W/
2x6 BETWEEN BATHS.
(5/8"TYP X DRYWALL
TO BE USED)
OPT> STEEL STUDS
NOTE: 1/2 DRYWALL
MAYBE USED FOR
INTERIOR WALLS
(EXCEPT BETWEEN
BATHROOMS TYP-X
5/8" REO.I
2x4 PT PLATE W/1/4"
TAPCONS 16"OC MIN.
3" EMBEDMENT \
i
STUDA @ 24"OC MIN.
NOTE
EXISTIIG CIONC SLAB
(TYP) WALL SECTION:
ELECTRICAL LOAD CAL'S.
UNIT- 3
LIGHTING:
780 SQUARE FEF,'T @ l .l WATT/SQ. FT. = 858.OV/A
l EXTERIOR LIGHT @ 60V/A = 60 V/A
I- SIGN @ 120 V/A = 120 V/A
SUB TOTAL....................................1038.0 V/A
OUTLETS;
14 OUTLETS @ 180 V/A EACH = 2520.0
EACH @ 100% = 2520.0
SUB- TOTAL....................................2520.0 V/A
H.V.A.C.:
I- HEAT STRIP @ IOKW = 10,000 V/A
SUB TONAL .......... ....................... 10,000.0 V/A
MISC:
( PROVISIONAL WATER HEATER= 7200.0 V/A
SUB -TOTALS: 20,758 V/A
20,758 / 240- 1 0 = 86.49 AMPS.
NEW MIN. 100A PANEL INSTALLED (RISER EXISTS)
EXISTING HVAC
W/ DISC. SW
ELECTRICAL LOAD CAL'S.
UNIT- 4
LIGHTING:
780 SQUARE FEET @ 1.1 WATT/SQ. FT. = 858.OV/A
1 EXTERIOR LIGHT @ 60V/A= 60 V/A
1- SIGN @ 120 V/A = 120 V/A
SUB TOTAL....................................1038.0 V/A
OUTLETS;
12 OUTLETS @ 180 V/A EACH = 2160.0 V/A
EACH @ 100% = 2160.0 V/A
SUB- TOTAL....................................2160.0 V/A
H.V.A.C.:
1- HEAT STRIP @ IOKW = 10,000 V/A
SUB TOTAL.................................10,000.0 V/A
III I SC:
( PROVISIONAL WATER HEATER= 7200.0 V/A
SUB- TOTALS: 2%338 VIA
20,398 / 240- 1 0 = 84.99 AMPS.
NEW MIN. 100A PANEL INSTALLED (RISER EXISTS)
EXISTING HVAC
W/DISC SW.
ELECTRICAL PLANE
SCALE 1/4" = 1 FT.
ELECTWCAL NOTES:
1 — ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES AND
ORDINANCES. INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL.
CODE AND OSHA REGULATIONS.
2 — CONTRACTOR SHALL GUARANTEE THE ENTIRE ELECTRICAL WOR, INCLUDING
PARTS AND LABOR, FOR A PERIOD OF ONE (1) YEAR AFTER FINAL WRMTT-EN
ACCEPTANCE BY OWNER.
3 — GLITTERS, WIREWAYS, PULLBOXES, ETC. SHALL BE SIZED PER NATIONAL
ELECTRICAL CODE.
4 — THIS CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTION, TESTS,
FINES, ETC., AS REQUIRED.
5 — ALL WORK SHALL BE PERFORMED BY A UCENSED ELECTRICAL CONTRACTOR IN
A FIRST CLASS MANNER AND SHALL BE COMPLETED AND FULLY OPERATNE TO
THE ACCEPTANCE OF THE OWNER AND ENGINEER.
6 — VISIT PROJECT SITE FOR FAMILIARIZATION AND VERIFY EXACT LOCATION OF
POWER AND TELEPHONE SERVICES WITH UTILITY COMPANY REPRESENTATIVES.
NOTIFY ENGINEER OF ANY CONFLICTS.
7 — THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH OTHER
TRADES AS WELL AS PROVIDING TEMPORARY POWER AT PROJECT SITE FOR
ALL TRADES.
8 — ALL MATERIALS SHALL BE NEW OF AMERICAN MANUFACTURE AND BEAR THE
UNDERWRITERS LABORATORY AND UNION LABELS AS APPLICABLE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE DELIVERY SCHEDULE OF
MATERIALS.
9 — ALL EQUIPMENT INSTALLED SHALL BE OF MANUFACTURE AND TYPE SPECIFIED:
ANY OTHERS SHALL HAVE THE ENGINEER'S PRIOR APPROVAL PROVIDE SIX
SETS OF SHOP DRAWINGS.
10 — VERIFY EXACT LOCATION OF ALL OUTLETS WITH ARCHITECTURAL DRAWINGS AND
WITH'THE OWNER.
11 — CORRECTION OF ANY DEFECTS, REPAIR OF DAMAGE DURING CONSTRUCTION AS
WELL A5 ANY MINOR CHANGES IN OUTLET LOCATIONS SHALL BE MADE WITHOUT
ADDITIONAL COST.
12 — VERIFY EQUIPMENT SIZES, VOLTAGE AND CURRENT CHARACTERISTICS, ETC.,
BEFORE ORDERING ANY EQUIPMENT AND BEFORE ROUGHING —IN FOR EQUIPMENT
TO BE SUPPLED BY OTHERS. NOTIFY ENGINEER OF ANY CONFI-ICTS,
13 — CIRCUITS INDICATED ON PLANS ARE DIAGRAMATIC; ROUTE AND COMBINE FOR
BEST CONCEALMENT AND VERIFY EXACT WALL CONSTRUCTION AND STRUCTURE
BEFORE INSTALLATION.
14 — UNLESS OTHERWISE NOTED, MINIMUM BRANCH CIRCUIT WIRE SHALL BE NO. 12
AWG; NO. 10 AWG AND SMALLER SHALL BE SOLD COPPER WITH TW OR THWN
INSULATION; NO. 8 AWG AND LARGER SHALL BE STRANDED COPPER WITH THW
OR THWN INSULATION. GROUNDING SHALL. BE PER N.E.C. ART. 250.
15 — ALL WIRING SHALL BE IN RACEWAY, AS- FOLLOWS-. A) UNDERGROUND OR IN
GROUND FLOOK SLAB OR CAST IN CONCRETE ABOVE GROUND PVC SCH. 40 WITH
GREEN BOND WIRE; OR, ASPHALT —COATED RIGID GALV. STEEL. B) INTERIOR
WORK -- EMT. C) EXPOSED OUTSIDE — RIGID GALVANIZED STEEL D) CONNEC—
TIONS TO EQUIPMENT — FLEXIBLE CONDUIT, LIQUID —TIGHT IN WET LOCATIONS.
16 — PROVIDE NO. 16 AWG PULL WIRES IN ALL EMPTY CONDUITS FOR FUTURE USE.
17 — FURNISH AND INSTALL HEAVY—DUTY DISCONNECT SWITCHES AND MOTOR STARTERS
AS, SHOWN AND AS REQUIRED FOR EQUIPMENT FURNISHED BY OTHERS. FUSES
SHALL BE DUAL ELEMENT, TIME DELAY.
18 -- PROVIDE ACCURATELY TYPED PANEL DIRECTORIES. PROVIDE AND INSTAL_
PLASTIC TAPE LABELS FOR ALL ELECTRICAL DISTRIBUTION DEVICES SUCH AS
PANELS, DISCONNECT SWITCHES, GUTTERS„ ETC.; INDICATING DEVICE NAME,
VOLTAGE, PHASE, ETC.
19 — ALL TELEPHONE OUTLETS SHALL BE CONNECTED WITH MINIMUM OF 3/4" RACEWAY.
20 — WIRING DEVICE PLATES IN FINISHED AREAS SHALL BE OF PHENOLIC COMPOUND
WITH POLISHED FINISH. WIRING DEVICE PLATES IN UNFINISHED AREAS SHALL
BE GALVANIZED STEEL WITH ROUNDED CORNERS FOR SURFACE MOUNTED BOXES.
21 — ALL BALLASTS SHALL BE INDIVIDUALLY FUSED. ALL FLUORESCENT RALIASTS
ARID LAMPS SHALL BE ENERGY —SAVING TYPE.
PLANS AND ALL PROPOSED WORK
SUBJECT TO ANY CORRECTIONS
UIRED BY FIELD INSPECTORS THAT
kY BE NECESSARY IN ORDER TO
PLY WITH ALL APPLICABLE CODES.
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NOTE: PLANS HAVE BEEN DESIGNED TO MEET FBC 2007 AND ADOPTED
2009 REVISIONS. ALL ELECTRICAL SHALL MEET 2008 NEC.
THE CONTRACTOR, SUB -CONTRACTOR, SUPPLIER, ETC. SHALL
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS &
SPECIFICATIONS ETC.
PAUL WELCH INC.
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1 984 S.W. BILTMORE ST. - SUITE #1 14
PORT ST. LUCIE, FL 34984
PHONE E-MAIL FAX
(772) 785-9886 PWELCHINCPAOL COM (772) 7195-9933
OCT 01 2009