Corrected_Drawings_Final_0001.pdf

COVER SHEET G001

NORTH

MONROE CO.

CARD SO

UND RO

ADENVIRONMENTAL

KEY WEST

TO 1

CENTER

FLORIDA

BAY

BAY

FLAMINGO

V.C.

SABLE

CAPE

WHITEWATER

OCEAN

V.C.

SOUND

BARNES

MCLAUGHLIN

KEY

MEXICO

GULF OF

OCHOPEE

NAPLES

TO

EVERGLADES

COAST

GULF

V.C.

CITY

FORT MYERS

BIG CYPRESS29

TO

RESERVATION

FL

O

R

ID

A' S

TU

R

N

PI

KE

MONROE COUNTY

HIDDEN LAKE

CENTER

BEARD

DANIEL

LOOP

D

AD

E C

O U

N

TY

M O

N R

O E

C O

U N

TY

ROAD

TAMIAMI

PALM

ROYAL

CENTER

HQ.

RESEARCH

CITY

MAIN

V.C.

FLORIDA

CITY

LEISURE

HOMESTEAD

CHEKIKA

VALLEY

SHARK

MUCCOSUKEE

PRESERVE

COLLIER COUNTY

TAMIAMI TRAIL

NATIONAL

INDIAN

ATLANTIC

LARGO

KEY

NATIONAL

DADE CO.

PARK

BISCAYNE

DRIVECANAL

FORT LAUDERDALE

MIAMI

TO

UNESCO

EVERGLADES NATIONAL PARK

WORLD HERITAGE SITE

PARK OFFICIAL FOR LIMITATIONS.

FEDERAL GOVERNMENT. CHECK WITH LOCAL

PARK HAVE BEEN ACQUIRED BY THE

BOUNDARY OF THE EVERGLADES NATIONAL

NOT ALL LANDS INSIDE THE AUTHORIZED

NOTE

SWAMP OR SLOUGH

PUBLIC AIRPORTS

OBSERVATION TOWER

INFORMATION CENTER

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

HQ.

V.C.

CREEK

LEGEND

PARK BOUNDARY

COUNTY LINE

BASIC DATA: BOUNDARY MAPS 160/20,013B 9/89; 160/20,012 3/85; PARK MINI FOLDER 1992; REVISED & REDRAWN 5/93. UPDATED 11/98. SGS.

MEXICO

OF

GULF

LE

E

C O

ATLANTIC

FLORIDA BAY

EVERGLADES

PARK

NATIONAL

KEY LARGO

OCEAN

NORTH MIAMI BEACH

FORT LAUDERDALE

H

EN

D R

Y C

O

KENDALL

PALM BEACH CO.

DADE CO.

BROWARD CO.

FLORIDA CITY

HOMESTEAD

PRINSTON

C O

LL

IE

R C

O

MONROE CO.

PRESERVE

NATIONAL

BIG CYPRESS

MIAMI

NATIONAL

BISCAYNE

PARK

HOLLYWOOD

SCALE IN MILES

10 0 10 20SOUTHERN

FLORIDA

176671

SCALE IN MILES

SCALE IN KILOMETERS

5 0

15105

5 10 LOCATION WITHIN PARK

NAME OF PARK

TITLE OF SHEET

EVERGLADES NATIONAL PARK

FLAMINGO COMMUNITY

STATEREGION COUNTY

SOUTHEAST FLORIDAMIAMI-DADE

PMIS / PKG. NO.

SHEET

DRAWING NO.

OF 43

DATE:

TECH. REVIEW:

DRAWN:

DESIGNED:REVISIONS SUB SHEET NO.

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

DEPARTMENT OF THE INTERIOR

UNITED STATES

KS/EW

EW/CH

11/21/2022

KS/CH 305612

11/21/2022

AREA OF SLAB OR FINISH DEMO. REF NOTES

EXIST CONSTRUCTION TO REMAIN

EXIST CONSTRUCTION TO BE DEMOLISHED

DOOR & FRAME TO BE DEMOLISHED

DOOR & FRAME TO REMAIN

D101 SCALE 14" = 1'

A INTERIOR DOORS: INTERIOR DOORS AND HARDWARE SHALL REMAIN.

B EXTERIOR DOORS: DEMOLISH EXTERIOR DOOR AND HARDWARE. GENERAL

CONTRACTOR TO EVALUATE CONDITION OF FRAME AND ADVISE CONTRACT

OFFICER.

C INTERIOR FINISHES: PLASTER AND PLASTERBOARD WALL AND CEILING

FINISHES SHALL BE CUT, TRENCHED, DEMOLISHED AS REQUIRED TO INSTALL

NEW WORK

D FLOOR FINISHES: PROTECT TILE FLOOR FINISH WHILE NEW WORK IS CARRIED

OUT

E INTERIOR WOOD TRIM: BASE TRIM AND DOOR TRIM SHALL BE DEMOLISHED

ONLY WHERE REQUIRED TO CARRY OUT NEW WORK. SALVAGE TRIM FOR

REUSE. PROVIDE NEW TRIM MATCHING EXISTING PROFILE WHERE REUSE OF

SALVAGED TRIM IS NOT POSSIBLE

F WINDOWS: EXTERIOR WINDOWS ARE NOT IN CONTRACT. PROTECT

WINDOWS FROM DAMAGE DURING THE COURSE OF CONSTRUCTION.

G EXTERIOR FIBER CEMENT PANEL CLADDING: DEMOLISH PANELS AND

FASTENERS IN ENTIRETY AT LOCATIONS INDICATED ONLY. ASSESS SHEATHING

CONDITION FOR DAMAGE AND/OR DETERIORATION. PROVIDE CONDITIONS

REPORT TO CONTRACT OFFICER. REMOVE BUILDING PAPER OR BUILDING

WRAP IF PRESENT. DOCUMENT CONDITION OF SHEATHING AND NOTE AREAS

OF DETERIORATED OR DAMAGED SHEATHING. PROVIDE CONDITIONS REPORT

TO CONTRACT OFFICER AND AWAIT DIRECTION ON REPLACEMENT MATERIALS

AND METHODS.

H PROTECT ALL EXISTING TO REMAIN FINISHES, APPLIANCES, FIXTURES,

CASEWORK, AND ALL OTHER ELEMENTS DURING THE COURSE OF THE WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF

DAMAGED ELEMENTS.

D1 DEMOLISH ALUMINUM-FRAMED SCREENWALL SYSTEM, DOOR,AND

ASSOCIATED CORREGATED METAL PANEL ON NORTH ELEVATION

D2 DEMOLISH FIBER CEMENT PANEL SIDING FOR FULL EXTENT OF WALL

INDICATED. IF PRESENT, DEMOLISH EXISTING BUILDING WRAP OR BUILDING

PAPER BENEATH SIDING. DEMOLISH WALL BASE FLASHING AND ALL TRIM.

INSPECT SUBSTRATE AND/OR SHEATHING FOR DAMAGE AND SUITABILITY FOR

CONTINUED USE. ADVISE CONTRACT OFFICER OF CONDITION.

D3 DEMOLISH WOOD SHELVING

D4 DEMOLISH EXISTING METAL STAIR, COLUMN, AND CONCRETE FOOTINGS

D5 DEMOLISH EXISTING REFRIGERATOR.

D6 DEMOLISH ROOFING, METAL FASCIA, GUTTER, AND DOWNSPOUTS

D7 REFER TO SHEET A111 FOR REPLACEMENT OF PORCH FLOOR JOISTS AND

FRAMING COMPONENTS.

D8 REMOVE HVAC SUPPORT BRACKETS AND STORE FOR REUSE. CLEAN. PREPARE,

AND PAINT PRIOR TO REINSTALLATION. REFER TO NEW WORK DRAWINGS FOR

INSTALLATION LOCATIONS.

D9 DEMOLISH GUTTER, ASSOCIATED DOWNSPOUTS, BRACKETS, AND FASTENERS.

D10 DEMOLISH ALL WALLS AT GROUND LEVEL. ALL ORIGINAL VERTICAL

ARCHITECTURAL LOUVERS FOUND DURING DEMO TO REMAIN.

D11 DEMOLISH CONCRETE PAVERS

D12 REMOVE SATELLITE DISH. TURN OVER TO CONTRACT OFFICER

D13 DEMOLISH WOOD FURING STRIPS ON ALL WALLS

D14 DEMOLISH AND/OR MODIFY EXISTING WOOD SHELVING TO EXTENTS

REQUIRED FOR INSTALLATION OF NEW WORK. REFER TO NEW WORK PLANS.

D15 DEMOLISH PRESSURE TREATED WOOD DECKING AND INSECT SCREEN, FULL

EXTENTS OF DECK.

D16 DEMOLISH 2X4 AND PLYWOOD INFILL PANEL

D17 COORDINATE DEMOLITION OF SLAB ON GRADE FOR NEW UNDERGROUND

PIPING - REFER TO PLUMBING

D18 DEMOLISH CMU BASE SUPPOTING WATER HEATER - COORDINATE WITH

PLUMBING

D19 EXISTING ELECTRICAL PANELS - REFER TO ELECTRICAL DRAWINGS FOR SCOPE

UP

UP

UP

UP

UP

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

D104

D104

GENERAL NOTES

DASHED LINE OF BUILDING ABOVE -

SHOWN FOR REFERENCE

KEY NOTES

LEGEND

LIVING

ROOM

KITCHEN

BEDROOM

BATH

LIVING

ROOM

BEDROOM

LIVING

ROOM

BEDROOM

KITCHEN

KITCHEN

KITCHEN

BATH

BATH

BATH

MUD

ROOM

MUD

ROOM

MUD

ROOM

MUD

ROOM

GYM

'-0

'-0

AREA OF SLAB OR FINISH DEMO. REF NOTES

EXIST CONSTRUCTION TO REMAIN

EXIST CONSTRUCTION TO BE DEMOLISHED

DOOR & FRAME TO BE DEMOLISHED

DOOR & FRAME TO REMAIN

A INTERIOR DOORS: INTERIOR DOORS AND HARDWARE SHALL REMAIN.

B EXTERIOR DOORS: DEMOLISH EXTERIOR DOOR AND HARDWARE. GENERAL

CONTRACTOR TO EVALUATE CONDITION OF FRAME AND ADVISE CONTRACT

OFFICER.

C INTERIOR FINISHES: PLASTER AND PLASTERBOARD WALL AND CEILING

FINISHES SHALL BE CUT, TRENCHED, DEMOLISHED AS REQUIRED TO INSTALL

NEW WORK

D FLOOR FINISHES: PROTECT TILE FLOOR FINISH WHILE NEW WORK IS CARRIED

OUT

E INTERIOR WOOD TRIM: BASE TRIM AND DOOR TRIM SHALL BE DEMOLISHED

ONLY WHERE REQUIRED TO CARRY OUT NEW WORK. SALVAGE TRIM FOR

REUSE. PROVIDE NEW TRIM MATCHING EXISTING PROFILE WHERE REUSE OF

SALVAGED TRIM IS NOT POSSIBLE

F WINDOWS: EXTERIOR WINDOWS ARE NOT IN CONTRACT. PROTECT

WINDOWS FROM DAMAGE DURING THE COURSE OF CONSTRUCTION.

G EXTERIOR FIBER CEMENT PANEL CLADDING: DEMOLISH PANELS AND

FASTENERS IN ENTIRETY AT LOCATIONS INDICATED ONLY. ASSESS SHEATHING

CONDITION FOR DAMAGE AND/OR DETERIORATION. PROVIDE CONDITIONS

REPORT TO CONTRACT OFFICER. REMOVE BUILDING PAPER OR BUILDING

WRAP IF PRESENT. DOCUMENT CONDITION OF SHEATHING AND NOTE AREAS

OF DETERIORATED OR DAMAGED SHEATHING. PROVIDE CONDITIONS REPORT

TO CONTRACT OFFICER AND AWAIT DIRECTION ON REPLACEMENT MATERIALS

AND METHODS.

H PROTECT ALL EXISTING TO REMAIN FINISHES, APPLIANCES, FIXTURES,

CASEWORK, AND ALL OTHER ELEMENTS DURING THE COURSE OF THE WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF

DAMAGED ELEMENTS.

J REMOVE EXISTING WALL MOUNTED FIRE EXTINGUISHER FROM EACH UNIT

D1 DEMOLISH ALUMINUM-FRAMED SCREENWALL SYSTEM, DOOR,AND

ASSOCIATED CORREGATED METAL PANEL ON NORTH ELEVATION

D2 DEMOLISH FIBER CEMENT PANEL SIDING FOR FULL EXTENT OF WALL

INDICATED. IF PRESENT, DEMOLISH EXISTING BUILDING WRAP OR BUILDING

PAPER BENEATH SIDING. DEMOLISH WALL BASE FLASHING AND ALL TRIM.

INSPECT SUBSTRATE AND/OR SHEATHING FOR DAMAGE AND SUITABILITY FOR

CONTINUED USE. ADVISE CONTRACT OFFICER OF CONDITION.

D3 DEMOLISH WOOD SHELVING

D4 DEMOLISH EXISTING METAL STAIR, COLUMN, AND CONCRETE FOOTINGS

D5 DEMOLISH EXISTING REFRIGERATOR.

D6 DEMOLISH ROOFING, METAL FASCIA, GUTTER, AND DOWNSPOUTS

D7 REFER TO SHEET A111 FOR REPLACEMENT OF PORCH FLOOR JOISTS AND

FRAMING COMPONENTS.

D8 REMOVE HVAC SUPPORT BRACKETS AND STORE FOR REUSE. CLEAN. PREPARE,

AND PAINT PRIOR TO REINSTALLATION. REFER TO NEW WORK DRAWINGS FOR

INSTALLATION LOCATIONS.

D9 DEMOLISH GUTTER, ASSOCIATED DOWNSPOUTS, BRACKETS, AND FASTENERS.

D10 DEMOLISH ALL WALLS AT GROUND LEVEL. ALL ORIGINAL VERTICAL

ARCHITECTURAL LOUVERS FOUND DURING DEMO TO REMAIN.

D11 DEMOLISH CONCRETE PAVERS

D12 REMOVE SATELLITE DISH. TURN OVER TO CONTRACT OFFICER

D13 DEMOLISH WOOD FURING STRIPS ON ALL WALLS

D14 DEMOLISH AND/OR MODIFY EXISTING WOOD SHELVING TO EXTENTS

REQUIRED FOR INSTALLATION OF NEW WORK. REFER TO NEW WORK PLANS.

D15 DEMOLISH PRESSURE TREATED WOOD DECKING AND INSECT SCREEN, FULL

EXTENTS OF DECK.

D16 DEMOLISH 2X4 AND PLYWOOD INFILL PANEL

D17 COORDINATE DEMOLITION OF SLAB ON GRADE FOR NEW UNDERGROUND

PIPING - REFER TO PLUMBING

D18 DEMOLISH CMU BASE SUPPOTING WATER HEATER - COORDINATE WITH

PLUMBING

D19 EXISTING ELECTRICAL PANELS - REFER TO ELECTRICAL DRAWINGS FOR SCOPE

DN

DN

DN

DN

DN

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

KEY NOTES

GENERAL NOTES

A INTERIOR DOORS: INTERIOR DOORS AND HARDWARE SHALL REMAIN.

B EXTERIOR DOORS: DEMOLISH EXTERIOR DOOR AND HARDWARE. GENERAL

CONTRACTOR TO EVALUATE CONDITION OF FRAME AND ADVISE CONTRACT

OFFICER.

C INTERIOR FINISHES: PLASTER AND PLASTERBOARD WALL AND CEILING

FINISHES SHALL BE CUT, TRENCHED, DEMOLISHED AS REQUIRED TO INSTALL

NEW WORK

D FLOOR FINISHES: PROTECT TILE FLOOR FINISH WHILE NEW WORK IS CARRIED

OUT

E INTERIOR WOOD TRIM: BASE TRIM AND DOOR TRIM SHALL BE DEMOLISHED

ONLY WHERE REQUIRED TO CARRY OUT NEW WORK. SALVAGE TRIM FOR

REUSE. PROVIDE NEW TRIM MATCHING EXISTING PROFILE WHERE REUSE OF

SALVAGED TRIM IS NOT POSSIBLE

F WINDOWS: EXTERIOR WINDOWS ARE NOT IN CONTRACT. PROTECT

WINDOWS FROM DAMAGE DURING THE COURSE OF CONSTRUCTION.

G EXTERIOR FIBER CEMENT PANEL CLADDING: DEMOLISH PANELS AND

FASTENERS IN ENTIRETY AT LOCATIONS INDICATED ONLY. ASSESS SHEATHING

CONDITION FOR DAMAGE AND/OR DETERIORATION. PROVIDE CONDITIONS

REPORT TO CONTRACT OFFICER. REMOVE BUILDING PAPER OR BUILDING

WRAP IF PRESENT. DOCUMENT CONDITION OF SHEATHING AND NOTE AREAS

OF DETERIORATED OR DAMAGED SHEATHING. PROVIDE CONDITIONS REPORT

TO CONTRACT OFFICER AND AWAIT DIRECTION ON REPLACEMENT MATERIALS

AND METHODS.

H PROTECT ALL EXISTING TO REMAIN FINISHES, APPLIANCES, FIXTURES,

CASEWORK, AND ALL OTHER ELEMENTS DURING THE COURSE OF THE WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF

DAMAGED ELEMENTS.

D1 DEMOLISH ALUMINUM-FRAMED SCREENWALL SYSTEM, DOOR,AND

ASSOCIATED CORREGATED METAL PANEL ON NORTH ELEVATION

D2 DEMOLISH FIBER CEMENT PANEL SIDING FOR FULL EXTENT OF WALL

INDICATED. IF PRESENT, DEMOLISH EXISTING BUILDING WRAP OR BUILDING

PAPER BENEATH SIDING. DEMOLISH WALL BASE FLASHING AND ALL TRIM.

INSPECT SUBSTRATE AND/OR SHEATHING FOR DAMAGE AND SUITABILITY FOR

CONTINUED USE. ADVISE CONTRACT OFFICER OF CONDITION.

D3 DEMOLISH WOOD SHELVING

D4 DEMOLISH EXISTING METAL STAIR, COLUMN, AND CONCRETE FOOTINGS

D5 DEMOLISH EXISTING REFRIGERATOR.

D6 DEMOLISH ROOFING, METAL FASCIA, GUTTER, AND DOWNSPOUTS

D7 REFER TO SHEET A111 FOR REPLACEMENT OF PORCH FLOOR JOISTS AND

FRAMING COMPONENTS.

D8 REMOVE HVAC SUPPORT BRACKETS AND STORE FOR REUSE. CLEAN. PREPARE,

AND PAINT PRIOR TO REINSTALLATION. REFER TO NEW WORK DRAWINGS FOR

INSTALLATION LOCATIONS.

D9 DEMOLISH GUTTER, ASSOCIATED DOWNSPOUTS, BRACKETS, AND FASTENERS.

D10 DEMOLISH ALL WALLS AT GROUND LEVEL. ALL ORIGINAL VERTICAL

ARCHITECTURAL LOUVERS FOUND DURING DEMO TO REMAIN.

D11 DEMOLISH CONCRETE PAVERS

D12 REMOVE SATELLITE DISH. TURN OVER TO CONTRACT OFFICER

D13 DEMOLISH WOOD FURING STRIPS ON ALL WALLS

D14 DEMOLISH AND/OR MODIFY EXISTING WOOD SHELVING TO EXTENTS

REQUIRED FOR INSTALLATION OF NEW WORK. REFER TO NEW WORK PLANS.

D15 DEMOLISH PRESSURE TREATED WOOD DECKING AND INSECT SCREEN, FULL

EXTENTS OF DECK.

D16 DEMOLISH 2X4 AND PLYWOOD INFILL PANEL

D17 COORDINATE DEMOLITION OF SLAB ON GRADE FOR NEW UNDERGROUND

PIPING - REFER TO PLUMBING

D18 DEMOLISH CMU BASE SUPPOTING WATER HEATER - COORDINATE WITH

PLUMBING

D19 EXISTING ELECTRICAL PANELS - REFER TO ELECTRICAL DRAWINGS FOR SCOPE

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

KEY NOTES

GENERAL NOTES

A INTERIOR DOORS: INTERIOR DOORS AND HARDWARE SHALL REMAIN.

B EXTERIOR DOORS: DEMOLISH EXTERIOR DOOR AND HARDWARE. GENERAL

CONTRACTOR TO EVALUATE CONDITION OF FRAME AND ADVISE CONTRACT

OFFICER.

C INTERIOR FINISHES: PLASTER AND PLASTERBOARD WALL AND CEILING

FINISHES SHALL BE CUT, TRENCHED, DEMOLISHED AS REQUIRED TO INSTALL

NEW WORK

D FLOOR FINISHES: PROTECT TILE FLOOR FINISH WHILE NEW WORK IS CARRIED

OUT

E INTERIOR WOOD TRIM: BASE TRIM AND DOOR TRIM SHALL BE DEMOLISHED

ONLY WHERE REQUIRED TO CARRY OUT NEW WORK. SALVAGE TRIM FOR

REUSE. PROVIDE NEW TRIM MATCHING EXISTING PROFILE WHERE REUSE OF

SALVAGED TRIM IS NOT POSSIBLE

F WINDOWS: EXTERIOR WINDOWS ARE NOT IN CONTRACT. PROTECT

WINDOWS FROM DAMAGE DURING THE COURSE OF CONSTRUCTION.

G EXTERIOR FIBER CEMENT PANEL CLADDING: DEMOLISH PANELS AND

FASTENERS IN ENTIRETY AT LOCATIONS INDICATED ONLY. ASSESS SHEATHING

CONDITION FOR DAMAGE AND/OR DETERIORATION. PROVIDE CONDITIONS

REPORT TO CONTRACT OFFICER. REMOVE BUILDING PAPER OR BUILDING

WRAP IF PRESENT. DOCUMENT CONDITION OF SHEATHING AND NOTE AREAS

OF DETERIORATED OR DAMAGED SHEATHING. PROVIDE CONDITIONS REPORT

TO CONTRACT OFFICER AND AWAIT DIRECTION ON REPLACEMENT MATERIALS

AND METHODS.

H PROTECT ALL EXISTING TO REMAIN FINISHES, APPLIANCES, FIXTURES,

CASEWORK, AND ALL OTHER ELEMENTS DURING THE COURSE OF THE WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF

DAMAGED ELEMENTS.

D1 DEMOLISH ALUMINUM-FRAMED SCREENWALL SYSTEM, DOOR,AND

ASSOCIATED CORREGATED METAL PANEL ON NORTH ELEVATION

D2 DEMOLISH FIBER CEMENT PANEL SIDING FOR FULL EXTENT OF WALL

INDICATED. IF PRESENT, DEMOLISH EXISTING BUILDING WRAP OR BUILDING

PAPER BENEATH SIDING. DEMOLISH WALL BASE FLASHING AND ALL TRIM.

INSPECT SUBSTRATE AND/OR SHEATHING FOR DAMAGE AND SUITABILITY FOR

CONTINUED USE. ADVISE CONTRACT OFFICER OF CONDITION.

D3 DEMOLISH WOOD SHELVING

D4 DEMOLISH EXISTING METAL STAIR, COLUMN, AND CONCRETE FOOTINGS

D5 DEMOLISH EXISTING REFRIGERATOR.

D6 DEMOLISH ROOFING, METAL FASCIA, GUTTER, AND DOWNSPOUTS

D7 REFER TO SHEET A111 FOR REPLACEMENT OF PORCH FLOOR JOISTS AND

FRAMING COMPONENTS.

D8 REMOVE HVAC SUPPORT BRACKETS AND STORE FOR REUSE. CLEAN. PREPARE,

AND PAINT PRIOR TO REINSTALLATION. REFER TO NEW WORK DRAWINGS FOR

INSTALLATION LOCATIONS.

D9 DEMOLISH GUTTER, ASSOCIATED DOWNSPOUTS, BRACKETS, AND FASTENERS.

D10 DEMOLISH ALL WALLS AT GROUND LEVEL. ALL ORIGINAL VERTICAL

ARCHITECTURAL LOUVERS FOUND DURING DEMO TO REMAIN.

D11 DEMOLISH CONCRETE PAVERS

D12 REMOVE SATELLITE DISH. TURN OVER TO CONTRACT OFFICER

D13 DEMOLISH WOOD FURING STRIPS ON ALL WALLS

D14 DEMOLISH AND/OR MODIFY EXISTING WOOD SHELVING TO EXTENTS

REQUIRED FOR INSTALLATION OF NEW WORK. REFER TO NEW WORK PLANS.

D15 DEMOLISH PRESSURE TREATED WOOD DECKING AND INSECT SCREEN, FULL

EXTENTS OF DECK.

D16 DEMOLISH 2X4 AND PLYWOOD INFILL PANEL

D17 COORDINATE DEMOLITION OF SLAB ON GRADE FOR NEW UNDERGROUND

PIPING - REFER TO PLUMBING

D18 DEMOLISH CMU BASE SUPPOTING WATER HEATER - COORDINATE WITH

PLUMBING

D19 EXISTING ELECTRICAL PANELS - REFER TO ELECTRICAL DRAWINGS FOR SCOPE

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

KEY NOTES

EXISTING CONSTRUCTION TO REMAIN

A PROTECT ALL EXISTING FINISHES FROM DAMAGE DURING THE COURSE OF THE

WORK. PROVIDE PROTECTIVE FLOOR COVERINGS FOR FULL EXTENT OF

INTERIOR FINISH FLOORS. PROTECT CABINETS, APPLIANCES, FIXTURES AND

OTHER EXISTING-TO-REMAIN ITEMS WITH PLASTIC OR OTHER PROTECTIVE

MEANS.

B INTERIOR PAINTING SCOPE:

- EXISTING PAINTED INTERIOR SURFACES SHALL BE PAINTED.

- PREPARE ALL SURFACES BY REMOVING EXISTING FASTENERS, ANCHORS OR

OTHER ITEMS. FILL AND PATCH ALL HOLES AND CRACKS. SCRAPE AND REMOVE

FLAKING OR UNADHERED PAINT.

- REFER TO PAINTING SPECIFICATION FOR PAINT SYSTEMS

PAINT COLOR SELECTIONS:

- PNT-1: CEILINGS

- PNT-2: INTERIOR WALLS

- PNT-3: CLOSETS AND SHELVING INTERIORS AND TRIM

C DIMENSIONS PROVIDED ARE APPROXIMATE. ALL DIMENSIONS SHALL BE FIELD

VERIFIED BY CONTRACTOR.

D SEAL ALL PIPE PENTRATIONS AT EXTERIOR WALLS, FLOORS AND INTERIOR WALLS

BETWEEN UNITS

01 4" CONCRETE SLAB ON GRADE - SLAB TO BE FLUSH WITH ADJACENT CONCRETE

02 COMPOSITE DECK BOARDS, FULL EXTENT OF DECK. INSTALL INSECT SCREEN

BETWEEN FLOOR JOISTS AND DECK BOARDS, FULL EXTENT OF DECK, REFER TO

DETAIL 5/A201.

03 POWER WASH WOOD DECK FRAMING, JOISTS AND COLUMNS. PREPARE TO

RECEIVE WOOD STAIN. REPLACE METAL JOIST HANGERS AND FASTENERS WITH

NEW FASTENERS AND HANGERS OF SAME TYPE AND SIZE AT BOTH ENDS OF

EACH JOIST.

04 REFER TO DETILS 3,4/A111 FOR PORCH ROOF STRUCTURE DEMOLITION AND

REPLACEMENT SCOPE

05 WALL MOUNTED CONDENSING UNIT FOR DUCTLESS MINI-SPLIT SYSTEM -

INSTALL AS HIGH AS POSSIBLE AT CONSISTENT ELEVATION

06 RESIDENTIAL APPLIANCE - REFER TO SPECIFICATION

07 DOWNSPOUT WITH CONCRETE SPLASH BLOCK

08 CONCRETE SLAB AT BASE OF STAIR

09 6" CMU PIPE ENCLOSURE - EXTEND TO UNDERSIDE OF CONCRETE TEES

10 WALL MOUNTED FIRE EXTINGUISHER

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

KEY NOTES

GENERAL NOTES

LIVING

ROOM

KITCHEN

BEDROOM

BATH

LIVING

ROOM

BEDROOM

LIVING

ROOM

BEDROOM

KITCHEN

KITCHEN

KITCHEN

BATH

BATH

BATH

MUD

ROOM

MUD

ROOM

MUD

ROOM

MUD

ROOM

'-0

'-0

EXISTING CONSTRUCTION TO REMAIN

01 4" CONCRETE SLAB ON GRADE - SLAB TO BE FLUSH WITH ADJACENT CONCRETE

02 COMPOSITE DECK BOARDS, FULL EXTENT OF DECK. INSTALL INSECT SCREEN

BETWEEN FLOOR JOISTS AND DECK BOARDS, FULL EXTENT OF DECK, REFER TO

DETAIL 5/A201.

03 POWER WASH WOOD DECK FRAMING, JOISTS AND COLUMNS. PREPARE TO

RECEIVE WOOD STAIN. REPLACE METAL JOIST HANGERS AND FASTENERS WITH

NEW FASTENERS AND HANGERS OF SAME TYPE AND SIZE AT BOTH ENDS OF

EACH JOIST.

04 REFER TO DETILS 3,4/A111 FOR PORCH ROOF STRUCTURE DEMOLITION AND

REPLACEMENT SCOPE

05 WALL MOUNTED CONDENSING UNIT FOR DUCTLESS MINI-SPLIT SYSTEM -

INSTALL AS HIGH AS POSSIBLE AT CONSISTENT ELEVATION

06 RESIDENTIAL APPLIANCE - REFER TO SPECIFICATION

07 DOWNSPOUT WITH CONCRETE SPLASH BLOCK

08 CONCRETE SLAB AT BASE OF STAIR

09 6" CMU PIPE ENCLOSURE - EXTEND TO UNDERSIDE OF CONCRETE TEES

10 WALL MOUNTED FIRE EXTINGUISHER

A PROTECT ALL EXISTING FINISHES FROM DAMAGE DURING THE COURSE OF THE

WORK. PROVIDE PROTECTIVE FLOOR COVERINGS FOR FULL EXTENT OF

INTERIOR FINISH FLOORS. PROTECT CABINETS, APPLIANCES, FIXTURES AND

OTHER EXISTING-TO-REMAIN ITEMS WITH PLASTIC OR OTHER PROTECTIVE

MEANS.

B INTERIOR PAINTING SCOPE:

- EXISTING PAINTED INTERIOR SURFACES SHALL BE PAINTED.

- PREPARE ALL SURFACES BY REMOVING EXISTING FASTENERS, ANCHORS OR

OTHER ITEMS. FILL AND PATCH ALL HOLES AND CRACKS. SCRAPE AND REMOVE

FLAKING OR UNADHERED PAINT.

- REFER TO PAINTING SPECIFICATION FOR PAINT SYSTEMS

PAINT COLOR SELECTIONS:

- PNT-1: CEILINGS

- PNT-2: INTERIOR WALLS

- PNT-3: CLOSETS AND SHELVING INTERIORS AND TRIM

C DIMENSIONS PROVIDED ARE APPROXIMATE. ALL DIMENSIONS SHALL BE FIELD

VERIFIED BY CONTRACTOR.

D SEAL ALL PIPE PENTRATIONS AT EXTERIOR WALLS, FLOORS AND INTERIOR

WALLS BETWEEN UNITS

E EACH UNIT TO RECEIVE WALL MOUNTED FIRE EXTINGUISHER - COORDINATE

EXACT LOCATION WITH CONTRACT OFFICER

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

KEY NOTES

GENERAL NOTES

EXISTING CONSTRUCTION TO REMAIN

KITCHEN

BATH

EXISTING ROOF

STRUCTURE

2X4 BLOCKING

GWB CEILING

LIGHT FIXTURE

EQ. EQ.

EXISTING ROOF

STRUCTURE

2X4 BLOCKING

GWB CEILING

WIRING CHASE

0' -2

" M

IN

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

LEGEND

1 1/2" = 1' - 0" SCALE OF FEET

0'1' 1'6"

5' -1

5' -1

AREA OF TAPERED

INSULATION

SLOPE

GUTTER AND

DOWNSPOUT

SBS MODIFIED BITUMEN

ROOFING SYSTEM

2" COVERBOARD

1" INSULATION BASE LAYER,

WITH 18" TAPERED

INSULATION OVERLAY

EXISTING CONCRETE

ROOF SLAB

8" TO 12" SLOPE

01 DEMOLISH EXISTING CURBS. INFILL OPENING WITH 2X4 PT WOOD FRAMING

AND MARINE GRADE PLYWOOD SHEATHING FLUSH WITH TOP OF CONCRETE

ROOF DECK

A ROOF REPLACEMENT SCOPE:

1. DEMOLISH EXISTING ASPHALT ROLL ROOFING, INSULATION, EDGE METAL,

GUTTERS AND DOWNSPOUTS AND OTHER COMPONENTS IN THEIR ENTIRETY

2. INSPECT CONCRETE ROOF DECK FOR DAMAGE OR DETERIORATION.

PROVIDE CONDITIONS REPORT TO CONTRACT OFFICER.

3. PREPARE ROOF DECK TO RECEIVE NEW ROOFING SYSTEM IN ACCORDANCE

WITH ROOF MANUFACTURERS REQUIREMENTS.

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

KEY NOTES

GENERAL NOTES

LEGEND

1 1/2" = 1' - 0" SCALE OF FEET

0'1' 1'6"

MODIFIED BITUMEN ROOF SYSTEM,

TURN DOWN FACE OF BLOCKING 1-1/2"

1" INSULATION WITH 12" COVERBOARD

ROOF EDGE METAL SYSTEM, 4" FACE.

PT WOOD BLOCKING

EXISTING ROOF AND ROOF CONSTRUCTION

MODIFIED BITUMEN ROOF SYSTEM

ROOF INSULATION THICKNESS VARIES. (MIN 4")

2" COVERBOARD

2" COVERBOARD

MODIFIED BITUMEN ROOFING

SYSTEM WITH FLASHING STRIP

PT WOOD BLOCKING

METAL ROOF EDGE

FLASHING WITH CLEAT

EXTEND MODIFIED BITUMEN

BASE SHEET OVER

BLOCKING

5" METAL GUTTER WITH

HANGER STRAP

EXISTING WALL AND ROOF

8" FIBER CEMENT FASCIA

TRIM, PAINTED

PT WOOD BLOCKING

ROOF EDGE METAL SYSTEM 8"

FACE

MODIFIED BITUMEN ROOFING

SYSTEM TURN DOWN WOOD

BLOCKING MIN 1.5"

2" COVERBOARD

ROOF INSULATION THICKNESS

VARIES (MIN 4")

EXISTING CONCRETE ROOF DECK

8" FIBER CEMENT FASCIA TRIM

(PTD)

2" COVERBOARD

1" INSULATION

MODIFIED BITUMEN ROOFING

SYSTEM.TURN 1.5" DOWN

WOOD BLOCKING.

ROOF EDGE METAL

SYSTEM, 4" FACE

PT WOOD BLOCKING

8" FIBER CEMENT FASCIA

TRIM (PTD)

DASHED LINE OF 2x STUD

WALL SUPPORTING ROOF

DASHED LINE OF EXTERIOR

WALL BELOW

(2)2X8 RAFTERS - BOTH

SIDES OF EXISTING WOOD

COLUMN

2x WOOD PURLINS, TYPICAL

'-1

V

IF

20'-0"± VIF

DEMOLISH EXISTING PURLINS,

TYPICAL

DEMOLISH EXISTING RAFTERS

DEMOLISH VERTICAL WALL

BETWEEN HIGH AND LOW

ROOF

EXISTING 4x4 POST TO

REMAIN

DASHED LINE OF

EXTERIOR WALL BELOW

ADJACENT LOWER ROOF

NOTE:

A122 SCALE 3" = 1' A122 SCALE 3" = 1'

A122 SCALE 3" = 1'

A122 SCALE 3" = 1'

A122 SCALE 3" = 1'

3" = 1' - 0" SCALE OF FEET

0'6" 6" 1'3"

A122 SCALE 14" = 1'

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

PORCH ROOF STRUCTURE REPLACEMENT

DELEGATED DESIGN SCOPE:

1. SCOPE OF DEMOLITION AND REPLACEMENT OF PORCH ROOF:

a. DEMOLITION OF PORCH ROOF FRAMING MEMBERS, CLIPS, FASTENERS AND DECK. REFER TO ROOF

FRAMING DEMOLITION PLAN.

b. IN-KIND REPLACEMENT OF FRAMING MEMBERS, CLIPS, FASTENERS AND DECK, WITH SAME SIZE, TYPE AND STYLE AS EXISTING. REFER TO ROOF FRAMING PLAN.

2. ENGINEERING ANALYSIS:

a. PRIOR TO PERFORMING WORK, CONTRACTOR SHALL ENGAGE THE SERVICES OF A STRUCTURAL ENGINEER, LICENSED IN THE STATE OF FLORIDA, TO PERFORM AN ANALYSIS OF THE EXISTING FRAMING MEMBERS, CLIPS, FASTENERS AND DECK TO DETERMINE CODE-COMPLIANCE WITH 2020 FLORIDA BUILDING CODE. ENGINEER SHALL PROVIDE WRITTEN LETTER INDICATING COMPLIANCE OR

NON-COMPLIANCE OF EXISTING STRUCTURE. IF ANY PORTION OF THE EXISTING PORCH ROOF

STRUCTURE IS DETERMINED TO BE NON-CODE-COMPLIANT, CONTRACTOR SHALL NOTIFY ARCHITECT

AND OWNER IMMEDIATELY FOR DIRECTION.

3. NEW WORK NOTES:

a. PRIOR TO DEMOLITION, GENERATE DRAWINGS AND PHOTOGRAPHS TO DOCUMENT EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO SIZES AND TYPES OF ALL FRAMING MEMBERS; SIZES AND TYPES OF ALL CLIPS, FASTENERS AND JOINT CONNECTIONS; THICKNESS, TYPE AND FASTENING

PATTERN OF ROOF DECK MATERIALS; LOCATIONS, SPACING AND DIMENSIONS OF ALL ROOF

FRAMING, DECK, CLIPS, SUPPORTS AND OTHER COMPONENTS OF THE ROOF STRUCTURE.

b. PROVIDE DOCUMENTATION TO ARCHITECT AND OWNER FOR REVIEW PRIOR TO PERFORMING

WORK.

c. PROVIDE NEW MATERIALS OF EXACTLY SAME SIZE, TYPE, DIMENSION AND OTHER PROPERTIES AS

EXISTING.

d. INSTALL NEW FRAMING MEMBERS, CLIPS, FASTENERS AND DECK IN SAME FASHION AS EXISTING INCLUDING BUT NOT LIMITED TO DIMENSIONS, LOCATIONS, LAYOUT, FASTENER TYPE, QUANTITY

AND SPACING, CONNECTION METHODS, ETC.

A122 SCALE 14" = 1'

01 FIBER CEMENT VERTICAL SIDING PANELS OVER NEW BUILDING WRAP OVER

EXISTING SHEATHING - PROVIDE 4" TRIM AT ALL SIDES OF WINDOWS, DOORS,

AND ADJACENT MATERIALS

02 NOT USED

03 APPLY COATING TO EXSTING WOOD DECK STRUCTURE. PREPARE SURFACES BY

PRESSURE WASHING AND ACCORDING TO COATING MANUFACTURERS

PREPARATION INSTRUCTIONS PRIOR TO APPLYING COATING.

04 WALL MOUNTED CONDENSING UNIT FOR DUCTLESS MINI-SPLIT SYSTEM -

INSTALL AS HIGH AS POSSIBLE AT CONSISTENT ELEVATION

05 PREFINISHED 5" METAL GUTTER AND 4" ROUND DOWNSPOUT. PROVIDE

CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT.

06 FIBER CEMENT PANEL CLADDING, PAINTED, AT FACE OF PORCH ROOF

STRUCTURE.

07 EXISTING ALUMINUM GUARDRAIL TO REMAIN - PROTECT FROM DAMAGE

DURING COURSE OF WORK

A EXTERIOR PAINTING SCOPE:

- EXISTING PAINTED EXTERIOR SURFACES SHALL BE PAINTED.

- PREPARE ALL SURFACES BY REMOVING EXISTING FASTENERS, ANCHORS OR

OTHER ITEMS. FILL AND PATCH ALL HOLES AND CRACKS.

- PNT-4: CONCRETE SLAB, FIBER-CEMENT SIDING PANELS, CMU WALLS

- PNT-5: CONCRETE COLUMNS, ROOF FASCIA TRIM

- PNT-6: WOOD DECK FRAMING

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

KEY NOTES

A202 SCALE 14" = 1'

A202 SCALE 14" = 1'

01 FIBER CEMENT VERTICAL SIDING PANELS OVER NEW BUILDING WRAP OVER

EXISTING SHEATHING - PROVIDE 4" TRIM AT ALL SIDES OF WINDOWS, DOORS,

AND ADJACENT MATERIALS

02 NOT USED

03 APPLY COATING TO EXSTING WOOD DECK STRUCTURE. PREPARE SURFACES BY

PRESSURE WASHING AND ACCORDING TO COATING MANUFACTURERS

PREPARATION INSTRUCTIONS PRIOR TO APPLYING COATING.

04 WALL MOUNTED CONDENSING UNIT FOR DUCTLESS MINI-SPLIT SYSTEM -

INSTALL AS HIGH AS POSSIBLE AT CONSISTENT ELEVATION

05 PREFINISHED 5" METAL GUTTER AND 4" ROUND DOWNSPOUT. PROVIDE

CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT.

06 FIBER CEMENT PANEL CLADDING, PAINTED, AT FACE OF PORCH ROOF

STRUCTURE.

07 EXISTING ALUMINUM GUARDRAIL TO REMAIN - PROTECT FROM DAMAGE

DURING COURSE OF WORK

A EXTERIOR PAINTING SCOPE:

- EXISTING PAINTED EXTERIOR SURFACES SHALL BE PAINTED.

- PREPARE ALL SURFACES BY REMOVING EXISTING FASTENERS, ANCHORS OR

OTHER ITEMS. FILL AND PATCH ALL HOLES AND CRACKS.

- PNT-4: CONCRETE SLAB, FIBER-CEMENT SIDING PANELS, CMU WALLS

- PNT-5: CONCRETE COLUMNS, ROOF FASCIA TRIM

- PNT-6: WOOD DECK FRAMING

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

KEY NOTES

GENERAL NOTES

OPP.

HAND

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

11'-6" ± VIF

EQUAL EQUAL

8' -0

" ± ALIGN MULLION WITH

EXISTING ALUM. HANDRAIL

ALIGN WITH EXISTING

CONCRETE ROOF SLAB

ALUMINUM HANDRAIL TO BE

ON EXTERIOR FACE OF

SCREEN SYSTEM

R

EF

. S C

H

ED

U

LE

REF. SCHEDULE

6"

0' -8

0'

-6

0' -8

10"

0' -1

0"

F L1

L2

LOUVER

LOUVER

REF. SCHEDULE

REF. SCHEDULE

R

EF

. S C

H

ED

U

LE

R

EF

. S C

H

ED

U

LE

8' -0

4'-3" ±

EQ3'-0"EQ

6' -8

1'

-4

HEADER TO BE BELOW

CONCRETE ROOF SLAB

8' -8

V

IF

4'-4" VIF 5'-4" 4'-4" VIF

3' -0

EQ 3'-0" EQ

6' -8

SPACE PICKETS TO PROHIBIT

PASSAGE OF 4" DIAMETER

SPHERE

NEW GUARDRAIL TO BE ON

EXTERIOR FACE OF ALUM.

SCREEN SYSTEM

ALIGN WITH FIBER CEMENT

PANELS - REFER TO ELEVATION

15'-4" ± VIF

EXISTING WOOD COLUMNS TO

REMAIN - REFER TO PLANS

4'-1"4'-2"

1' -1

1"

4'-0" 0'-6"

2'-6" 1'-4"

2'-6" 0'-3"

A VERIFY ALL DIMENSIONS IN FIELD.

GENERAL NOTES

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

ALUMINUM SCREEN-WALL SYSTEM

DOOR TYPE LEGEND

DOOR SCHEDULE

NUMBER

DOOR FRAME DETAILS

FIRE RATING HDWR COMMENTS

NEW/

EXIST TYPE MAT'L FINISH

SIZE

NEW/

EXIST TYPE MAT'L FINISH HEAD JAMB SILLWIDTH HEIGHT THICKNESS NUMBER

FLAMINGO 416

UNIT A

06 NEW F FBGL PAINT 2'-8" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - 1 06

07 EXIST F WOOD PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 07

08a EXIST F WOOD PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 08a

08b NEW F FBGL PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - 1 08b

08c NEW F WOOD PAINT 4'-10" ± 6'-8" 1 3/4" - - - - - - - 10 BI-FOLD DOOR 08c

09 NEW F WOOD PAINT 2'-4" 6'-6" 1 3/8" EXIST - WOOD PAINT - - - - - 09

UNIT B

11 NEW F FBGL PAINT 2'-8" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - 1 11

13a EXIST F WOOD PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 13a

13b NEW F FBGL PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - 1 13b

13c NEW F WOOD PAINT 4'-10" ± 6'-8" 1 3/4" - - - - - - - 10 BI-FOLD DOOR 13c

14 EXIST F WOOD PAINT 2'-4" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 14

15 EXIST F WOOD PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 15

UNIT C

16 NEW F FBGL PAINT 2'-8" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - 1 16

17 EXIST F WOOD PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 17

18a EXIST F WOOD PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 18a

18b NEW F FBGL PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - 1 18b

18c NEW F WOOD PAINT 4'-10" ± 6'-8" 1 3/4" - - - - - - - 10 BI-FOLD DOOR 18c

19 EXIST F WOOD PAINT 2'-4" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 19

UNIT D

21 NEW F FBGL PAINT 2'-8" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - 1 21

23a EXIST F WOOD PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 23a

23b NEW F FBGL PAINT 2'-6" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - 1 23b

23c NEW F WOOD PAINT 4'-10" ± 6'-8" 1 3/4" - - - - - - - 10 BI-FOLD DOOR 23c

24 EXIST F WOOD PAINT 2'-4" 6'-8" 1 3/4" EXIST - WOOD PAINT - - - - - 24

25 NEW F WOOD PAINT 2'-7" 7'-0" 1 3/8" NEW F1 WOOD PAINT H1 J1 - - 8a 25

MB

SS

1/4"=1'-0"

PLUMBING GROUND LEVEL DEMOLITION PLAN - BLDG. 4161

PD-101

DEMOLISH ALL EXPOSED SUPPLY PIPING ASSOCIATED WITH EXISTING

EQUIPMENT. TEMPORARILY CAP SUPPLY RISERS TO THE SECOND

FLOOR UNTIL MODIFICATION PORTION OF PROJECT. SUPPLY PIPING

SHALL BE REMOVED TO A POINT FIVE FOOT OUTSIDE THE BUILDING

FOOTPRINT AND TEMPORARILY CAPPED UNTIL MODIFICATION PORTION

OF THE PROJECT.

DEMOLISH EXPOSED DWV PIPING ASSOCIATED WITH EXISTING

EQUIPMENT. TEMPORARILY CAP DWV STACKS TO THE SECOND FLOOR

UNTIL MODIFICATION PORTION OF PROJECT. DWV PIPING SHALL BE

REMOVED TO A POINT FIVE FOOT OUTSIDE THE BUILDING FOOTPRINT

AND TEMPORARILY CAPPED UNTIL MODIFICATION PORTION OF THE

PROJECT. COVER PART OF TRENCH NEEDED TO INSTALL NEW WATER

SERVICE BACK TO THE BUILDING. SEE MODIFICATION PLANS FOR

ADDITIONAL INFORMATION.

DEMOLISH EXPOSED STORM PIPING ASSOCIATED WITH EXISTING

EQUIPMENT. TEMPORARILY CAP STORM RISER TO THE SECOND FLOOR

UNTIL MODIFICATION PORTION OF PROJECT. CAP STORM RISER JUST

ABOVE SLAB UNTIL MODIFICATION PORTION OF PROJECT.

HOT AND COLD RISER UP TO FIXTURE ON SECOND FLOOR.

SANITARY RISER FROM FIXTURE ON SECOND FLOOR.

DEMOLISH HOSE BIBB AND ASSOCIATED TRIM. LEAVE HOLE IN WALL

FOR NEW HOSE BIBB UNDER MODIFICATION PORTION OF THE PROJECT.

DEMOLISH ALL EXPOSED SUPPLY PIPING ASSOCIATED WITH EXISTING

EQUIPMENT.

DEMOLISH EXPOSED DWV PIPING ASSOCIATED WITH EXISTING

EQUIPMENT. DWV PIPING SHALL BE CAPPED AND ABANDONED IN PLACE

BELOW THE SLAB. CAP OTHER END OF DWV PIPE IN MANHOLE.

COORDINATE WITH GENERAL CONTRACTOR TO RETURN SLAB TO

ORIGINAL CONDITION.

DEMOLISH INCOMING WATER SERVICE AND APPURTENANCES SHALL BE

REMOVED TO A POINT FIVE FOOT OUTSIDE THE BUILDING AND BE

TEMPORARILY CAPPED UNTIL MODIFICATION PORTION OF THE

PROJECT.

SEE DRAWING P-001 FOR PROJECT PLUMBING DEMOLITION NOTES AND

ADDITIONAL GENERAL DEMOLITION NOTES.

DEMOLISHED PIPING AND APPURTENANCES ARE REPRESENTED BY

HATCHED DESIGNATION AND/OR KEYED NOTE.

DEMOLISH ALL EXPOSED HOT AND COLD WATER, DWV AND STORM PIPING

IN FIRST FLOOR CEILING SPACE. SUPPLY AND DWV PIPING SHALL BE

REMOVED TO THE EXTERIOR. ALL PIPING AND ASSOCIATED

APPURTENANCES (INCLUDING IN WALLS, ABOVE CEILING AND BELOW

SLAB) SHALL BE REMOVED FROM THE BUILDING AND LEGALLY DISPOSED

OF. NOT ALL PIPING LOCATIONS MAY BE SHOWN OR ARE ACCURATE.

DEMOLISH ALL EXPOSED PLUMBING PIPING ON FIRST FLOOR OF BUILDING.

PLUMBING CONTRACTOR SHALL FIELD VERIFY PLUMBING UTILITIES AND

PIPING PRIOR TO FLOOR SLAB REMOVAL.

COORDINATE WITH GENERAL CONTRACTOR ON DEMOLITION OF WALLS,

CEILINGS AND FLOOR SLABS AS NEEDED.

3.)

1.)

2.)

4.)

GENERAL NOTE:

DEMOLISH ALL EXPOSED HOT AND COLD WATER, DWV AND STORM

PIPING IN FIRST FLOOR CEILING SPACE. SUPPLY AND DWV PIPING

SHALL BE REMOVED TO THE EXTERIOR. ALL PIPING AND ASSOCIATED

APPURTENANCES (INCLUDING IN WALLS, ABOVE CEILING AND BELOW

SLAB) SHALL BE REMOVED FROM THE BUILDING AND LEGALLY

DISPOSED OF. NOT ALL PIPING LOCATIONS MAY BE SHOWN OR ARE

ACCURATE. DEMOLISH ALL EXPOSED PLUMBING PIPING ON FIRST

FLOOR OF BUILDING. PLUMBING CONTRACTOR SHALL FIELD VERIFY

PLUMBING UTILITIES AND PIPING PRIOR TO FLOOR SLAB REMOVAL.

LEGEND

KEY NOTES

GENERAL NOTES

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

MB

GYM

1/4"=1'-0"

PLUMBING SECOND FLOOR DEMOLITION PLAN - BLDG. 4161

PD-102

NO PLUMBING

DEMOLITION WORK

ON THIS FLOOR

NO PLUMBING

DEMOLITION WORK

ON THIS FLOOR

LEGEND

KEY NOTES

GENERAL NOTES

1/4" = 1' - 0" SCALE OF FEET

0'4' 4' 8'

MB

PROJECT PLUMBING NOTES

GENERAL NOTES: (DWG P-001 - P-301)

V

PLBG ABBREVIATION LEGEND

CW

HW

W

SAN

T

PIPE SYMBOL LEGEND

SAN

SS

SS

V

C/A

30-240

DEG.F

0-100

PSIG

MB

PLUMBING GROUND LEVEL PLAN - BLDG. 4161

P-101

INSTALL NEW REDUCED PRESSURE ZONE BACKFLOW PREVENTER. TAKE

THE DRAIN FROM THE RPZ TO GRADE.

NEW FIRE PROTECTION SERVICE. SEE FIRE PROTECTION (SPRINKLER)

DRAWINGS FOR CONTINUATION.

INSTALL SHUT-OFF VALVE FOR NEW HOSE BIBB.

CONNECT NEW 1/2" COLD AND HOT WATER PIPING TO EXISTING HOT AND

COLD RISERS UP TO SECOND FLOOR.

CONNECT NEW SANITARY PIPING TO EXISTING SANITARY STACK FROM

SECOND FLOOR.

INSTALL NEW 4" STORM STACK. CONNECT TO EXISTING STORM STACK

FROM SECOND FLOOR AND TO EXISTING STORM PIPE THAT WAS

REMAINING FOR DEMOLITION PORTION OF THE PROJECT.

3/4" HOT AND COLD RISERS AND 2" SANITARY STACKS.

NEW WATER SERVICE. INSTALL NEW WATER SHUT-OFF VALVE WITHIN 5

FOOT OF BUILDING.

SEE DRAWING P-001 FOR PROJECT PLUMBING NOTES.

SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND TOILET ROOM

FIXTURE HEIGHTS.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ASSIGNMENT OF

ALL WALL/FLOOR/CEILING CUTTING AND PATCHING REQUIRED FOR THIS

TRADE WORK. FINAL FINISH ASSIGNED BY GENERAL CONTRACTOR.

2.)

1.)

3.)

MB

MB

SS

LEGEND

KEY NOTES

GENERAL NOTES

1/4" = 1' - 0" SCALE OF

FEET

0'4' 4' 8'

PLUMBING MAIN LEVEL PLAN - BLDG. 4161

P-102

EXISTING INSTANTANEOUS WATER HEATER INSTALLED UNDER A

DIFFERENT PROJECT. RELOCATE WATER HEATER TO ALLOW PROPER

INSTALLATION OF WASHING MACHINE AND DRYER.

3/4" HOT WATER RISER TO FIRST FLOOR. HOT WATER PIPING FROM WATER

HEATER TO RISER. CONNECT HOT WATER TO WASHER SERVICE BOX.

3/4" COLD WATER RISER FROM FIRST FLOOR. CONNECT COLD WATER

PIPING TO WASHER SERVICE BOX AND INSTANTANEOUS WATER HEATER.

2" SANITARY STACK TO FIRST FLOOR FROM WASHER SERVICE BOX.

INSTALL NEW VENT PIPING AND VENT THRU ROOF FOR WASHER SERVICE

BOX. COORDINATE WITH GENERAL CONTRACTOR FOR LOCATION AND

ROOF REPLACEMENT.

WASHER SERVICE BOXES (WSB) TO BE SURFACE MOUNTED.

SEE DRAWING P-001 FOR PROJECT PLUMBING NOTES.

SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND TOILET ROOM

FIXTURE HEIGHTS.

COORDINATE WITH GENERAL CONTRACTOR ON WALL FURR-OUT

LOCATIONS FOR HOSE BIBB DROPS.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ASSIGNMENT OF

ALL WALL/FLOOR/CEILING CUTTING AND PATCHING REQUIRED FOR THIS

TRADE WORK. FINAL FINISH ASSIGNED BY GENERAL CONTRACTOR.

WALLS BETWEEN UNITS ARE FIRE-RATED. ANY PENETRATIONS NEED

TO BE FIRESTOPPED.

FOR PLUMBING FIXTURE CONNECTION SIZES, SEE FIXTURE ROUGH-IN

SCHEDULE ON P-301.

2.)

1.)

3.)

4.)

5.)

6.)

LEGEND

KEY NOTES

GENERAL NOTES

1/4" = 1' - 0" SCALE OF

FEET

0'4' 4' 8'

MB

AND 80 STEEL PIPING

HORIZONTAL SCHEDULE 40

HORIZONTAL SCHEDULE 40

AND 80 PVC OR ABS PIPING

3/8"1/2" 5'

2-1/2"

1-1/2"

1-1/4"

5/8"

3/4"

7'

3"

2"

10'

8'

8'

1"

7'

6'

5'

5'

3/8"

1/2"

1/2"

3/8"

3/8"

3/8"

3/8"

3/8"

1/2"-2" 4'

2-1/2"-3"

6"-8"

4"

4'

4'

4'

PIPE

SIZE

HANGER

SPACING

SUPPORT

SPACING

NOTE: ALL PIPING 1" AND LARGER SHALL BE

SUPPORTED AT EACH FLOOR PENETRATION

ROD DIAMETER

HORIZONTAL COPPER

PIPING (ALL TYPES)

12'

15'

10'

ALL TYPES AND SIZES

VERTICAL PIPING

3/8"

PIPE

SIZE SPACING

HANGER

4'

4" - 14"

1" - 1-1/2"

2" - 2-1/2"

1/2"-3/4"

3/8"

3"

SIZE

PIPE

1/4"

HANGER

14"

6"-8"

10"-12"

4"-5"

12'

12'

12'

12'

3"

2-1/2"

2"

1-1/2"

1-1/4"

12'

11'

10'

9'

8'4'

8'

6'

SIZE

PIPE

SPACING

HANGER PLATE LUGS SHALL BE MSS TYPE 57.

ALL RIGID RODS HANGERS SHALL HAVE A MEANS

FOR VERTICAL ADJUSTMENT AFTER ERECTION.

HANGER INSPECTIONS SHALL BE PERFORMED IN

ACCORDANCE WITH MSS-SP89 (SECTION 7.7) AND

ASME B31.1 (APPENDIX V).

WHERE INDICATED AS ACCEPTABLE, GROOVED PIPING

SYSTEM HANGERS AND SUPPORTS SHALL BE

DESIGNED AND LAYED OUT BY THE GROOVED PIPE

SYSTEM MANUFACTURER. DRAWINGS SHALL BE

SUBMITTED TO THE ENGINEER PRIOR TO

INSTALLATION.

CUT OFF EXCESS THREADED ROD AFTER HANGER

ADJUSTMENTS HAVE BEEN MADE.

PIPE HANGERS AND SUPPORTS SHALL NOT BE

ATTACHED TO UPPER FLOOR OR ROOF, METAL

DECKING.

SEE SEPARATE ROOF SUPPORT DETAIL FOR ROOF

SUPPORT REQUIREMENTS. SPACING OF ROOF PIPE

SUPPORTS VARY FROM THOSE INDICATED HEREIN.

PIPE HANGER AND SUPPORT NOTES

PIPE HANGERS , SUPPORTS AND COMPONENTS

SHALL BE MSS SP-58, FACTORY-FABRICATED

COMPONENTS.

POWDER-ACTUATED DRIVE-PIN FASTENERS SHALL

HAVE PULL-OUT AND SHEAR CAPACITIES

APPROPRIATE FOR THE SUPPORTED LOADS AND

BUILDING MATERIALS WHERE USED.

MECHANICAL-ANCHOR FASTENERS SHALL BE

INSERT-TYPE WITH PULL-OUT AND SHEAR

CAPACITIES APPROPRIATE FOR THE SUPPORTED

LOADS AND BUILDING MATERIALS WHERE USED.

STRUCTURAL STEEL CROSS MEMBERS, SUPPORTS

AND BRACING SHALL BE ASTM A36/A 36M, STEEL

PLATES, SHAPES, AND BARS. STEEL MEMBERS SHALL

BE PAINTED OR GALVANIZED.

CHANNEL SUPPORT SYSTEMS SHALL BE MFMA-2,

FACTORY-FABRICATED COMPONENTS FOR FIELD

ASSEMBLY AS MANUFACTURED BY GRINNELL, B-LINE

OR EQUAL.

TOP BEAM C-CLAMPS SHALL BE MSS TYPE 19.

SIDE BEAM OR CHANNEL CLAMPS SHALL BE MSS

TYPE 20.

CENTER-BEAM CLAMPS SHALL BE MSS TYPE 21.

C-CLAMPS SHALL BE MSS-23

WELDED STEEL BRACKETS SHALL BE MSS TYPE 31

FOR UP TO 750 LB LOADS, MSS TYPE 32 FOR UP

TO 1500 LBS AND MSS TYPE 33 FOR LOADS UP

TO 3000 LBS.

SIDE-BEAM BRACKETS SHALL BE MSS TYPE 34.

3/8"

1/2"-5/8"

3/4"

1/2"

ROD DIAMETER

HANGER

10.)

11.)

9.)

8.)

7.)

1/2"

1"

3/4"

7/8"

5/8"

1/2"

3/8"

3/8"

3/8"

6.)

5.)

4.)

ROD DIAMETER

HANGER

3.)

2.)

1.)

16.)

15.)

14.)

13.)

12.)

PIPE HANGERS AND PIPE CLAMP DETAILS AND NOTES (SEE SECTION 15060)

GALVANIZED STEEL RODS

THREADED AT EACH END

ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD

MAY BE USED FOR RODS 24"

AND SHORTER.

GALVANIZED STEEL CLEVIS

HANGER. GRINNELL FIG. 260

OR EQUAL.

INSULATED STEEL OR COPPER

PIPE.

24" LONG 14 GAGE 180°

GALV. STEEL PROTECTION

SADDLE

TREATED WOOD BLOCK

GALVANIZED STEEL RISER CLAMP.

GRINNELL FIG. 261 OR EQUAL.

FOUR (4) STEEL SHEAR LUGS

WELDED TO SIDE OF PIPE. LUGS

TO BE 3"L X 1.5" X .25" FOR

PIPING 6" AND SMALLER. USE 4"H

X 2" X .375" FOR PIPING 8"-14"

STEEL PIPE.

INSULATE CLAMP ON COLD PIPING

TO REDUCE CONDENSATION.

GALVANIZED STEEL RODS

THREADED AT EACH END

ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD

MAY BE USED FOR RODS

24" AND SHORTER.

GALVANIZED STEEL CLEVIS

HANGER. GRINNELL FIG. 260

OR EQUAL.

INSULATED COPPER PIPE.

18" LONG 16 GAGE 180°

GALV. STEEL PROTECTION

SADDLE

GALVANIZED STEEL RODS

THREADED AT EACH END

ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD

MAY BE USED FOR RODS

24" AND SHORTER.

GALVANIZED STEEL CLEVIS

HANGER. GRINNELL FIG. 65

OR EQUAL.

INSULATED COPPER PIPE

12" LONG 18 GAGE 180°

GALV. STEEL PROTECTION

SADDLE

INSULATED PIPE - NOMINAL PIPE SIZE THRU 2"

INSULATED PIPE - NOMINAL PIPE SIZE THRU 1-1/2"

GALVANIZED STEEL ALL-THREAD

ROD ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD MAY

BE USED FOR RODS 24" AND

SHORTER.

PLASTIC COATED PLATED STEEL

PIPE RING HANGER. GRINNELL

FIG. CT-99C OR EQUAL.

INSULATED COPPER PIPE.

12" LONG 18 GAGE 180° GALV.

STEEL PROTECTION SADDLE

NOMINAL PIPE SIZE - 3/4" THRU 3" NOMINAL PIPE SIZE - 4" THRU 14"

INSULATED PIPE - NOMINAL PIPE SIZE 6" THRU 8"

GALVANIZED STEEL RISER CLAMP.

GRINNELL FIG. 261 OR EQUAL.

STEEL OR PVC PIPE.

INSULATE CLAMP ON COLD

PIPING TO REDUCE

CONDENSATION.

INSULATED PIPE - NOMINAL PIPE SIZE 1" THRU 4" INSULATED PIPE - NOMINAL PIPE SIZE 8" THRU 12"

GALVANIZED STEEL ALL-THREAD

ROD ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD MAY

BE USED FOR RODS 24" AND

SHORTER.

PLATED STEEL PIPE RING

HANGER. GRINNELL FIG. 69 OR

EQUAL.

INSULATED COPPER PIPE

12" LONG 18 GAGE 180° GALV.

STEEL PROTECTION SADDLE

PLASTIC COATED COPPER FINISHED

RISER CLAMP. GRINNELL FIG.

CT-121C OR EQUAL.

COPPER PIPE.

INSULATE CLAMP ON COLD PIPING

TO REDUCE CONDENSATION.

NOMINAL PIPE SIZE - .75" THRU 4"

GALVANIZED U-BOLT PIPE

CLAMP. GRINNELL FIG. 137

OR EQUAL.

UNINSULATED STEEL OR PVC

PIPE.

12 GAGE MOUNTING

CHANNEL. GRINNELL

POWERSTRUT OR EQUAL.

INSULATED PIPE - PIPE O.D. 1/2" THRU 8"

SHOP FABRICATED 18 GAGE

12" LONG 170° PROTECTION

SADDLE GLUED IN PLACE

(TOP AND BOTTOM)

TWO PIECE GALVANIZED PIPE

CLAMPS. GRINNELL MODEL

PS 1200 OR EQUAL.

INSULATED STEEL OR

COPPER PIPE.

12 GAGE MOUNTING

CHANNEL. GRINNELL

POWERSTRUT OR EQUAL.

NOMINAL PIPE SIZE .375" THRU 4"

TWO PIECE GALVANIZED PIPE

CLAMPS. GRINNELL MODEL PS

1200 OR EQUAL.

UNINSULATED STEEL OR PVC

PIPE.

12 GAGE MOUNTING CHANNEL.

GRINNELL POWERSTRUT OR

EQUAL.

NOMINAL PIPE SIZE .375" THRU 3"

TWO PIECE GALVANIZED

PIPE CLAMP WITH RUBBER

CUSHION. GRINNELL

MODEL PS 1400 OR

EQUAL.

UNINSULATED COPPER

PIPE.

12 GAGE MOUNTING

CHANNEL. GRINNELL

POWERSTRUT OR EQUAL.

NOMINAL PIPE SIZE 4" THRU 14"

GALVANIZED STEEL RODS

THREADED AT EACH END

ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD

MAY BE USED FOR RODS

24" AND SHORTER.

GALVANIZED STEEL CLEVIS

HANGER. GRINNELL FIG. 260

OR EQUAL.

UNINSULATED STEEL OR PVC

PIPE.

GALVANIZED STEEL ALL-THREAD

ROD ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD MAY

BE USED FOR RODS 24" AND

SHORTER.

PLASTIC COATED PLATED STEEL

PIPE RING HANGER. GRINNELL

FIG. CT-99C OR EQUAL.

UNINSULATED COPPER PIPE.

NOMINAL PIPE SIZE .375" THRU 3" NOMINAL PIPE SIZE 2.5" THRU 4"

GALVANIZED STEEL ALL-THREAD

ROD ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD MAY

BE USED FOR RODS 24" AND

SHORTER.

PLATED STEEL PIPE RING

HANGER. GRINNELL FIG. 69 OR

EQUAL.

UNINSULATED STEEL OR PVC

PIPE.

NOMINAL PIPE SIZE .375" THRU 2"

GALVANIZED STEEL RODS

THREADED AT EACH END

ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD

MAY BE USED FOR RODS

24" AND SHORTER.

GALVANIZED STEEL CLEVIS

HANGER. GRINNELL FIG. 65

OR EQUAL.

UNINSULATED STEEL OR

PVC PIPE.

NOMINAL PIPE SIZE 5" THRU 12"

NOTE: PIPE INSULATION TO BE CONTINUOUS THRU

PIPE HANGERS/BRACKETS.

17.)

18.)

P-201

.5" HIGH LETTERS (MINIMUM)

8" OR LONGER SNAP-ON OR WRAP-AROUND

POLYESTER LABELS WITH ADHESIVE STRIP(S).

FLOW DIRECTION ARROW

DOMESTIC HOT WATER

PLUMBING PIPING LABELING DETAILS

BACKGROUND

COLOR

LABEL TEXT AND COLOR LEGEND

1.25" O.D. AND SMALLER PIPING. (O.D. INCLUDES INSULATION WHERE REQUIRED)

BLACK

BLACK

WHITE

WHITE

WHITE

WHITE

BLACK

BLACK

BLACK

WHITE

ACID VENT

ACID WASTE

CITY WATER

COMPRESSED AIR

DEIONIZED WATER

DOMESTIC COLD WATER

DOMESTIC HOT WATER*

DOMESTIC HOT WATER

RETURN

NATURAL OR LP GAS

SANITARY DRAIN

PIPE SYSTEM

DESCRIPTION

LETTER

COLOR

DOMESTIC HOT WATER

RED

GREEN

YELLOW

WHITE

BLACK

BLUE

GREEN

WHITE

WHITE

BLACK

BLACK

WHITE

WHITE

WHITE

YELLOW

YELLOW

GREEN

BLUE

GREEN

GREEN

YELLOW

YELLOW

YELLOW

GREEN

SPRINKLER-FIRE

STORM

MEDICAL AIR

MEDICAL VACUUM

NITROGEN

NITROUS OXIDE

OXYGEN

NOT TO SCALE

PIPE SYSTEM

DESCRIPTION

BACKGROUND

COLOR

LETTER

COLOR

2" TO 6" O.D. PIPING AND ABOVE. (O.D. INCLUDES INSULATION WHERE REQUIRED)

1.5" O.D. PIPING. (O.D. INCLUDES INSULATION WHERE REQUIRED)

DOMESTIC HOT WATERDOMESTIC HOT WATER

DOMESTIC HOT WATERDOMESTIC HOT WATER

1.25" HIGH LETTERS (MINIMUM)

12" LONGER SNAP-ON OR WRAP-AROUND

POLYESTER LABELS WITH ADHESIVE STRIP(S).

FLOW DIRECTION ARROW

.75" HIGH LETTERS (MINIMUM)

8" OR LONGER SNAP-ON OR WRAP-AROUND

POLYESTER LABELS WITH ADHESIVE STRIP(S).

FLOW DIRECTION ARROW

MB

WASHER WALL BOX PIPING DETAIL

NOT TO SCALE

WASHER SERVICE BOX

42" A.F.F.

2"

1 1/2"

2" STANDPIPE AND TRAP

SUPPLY

1/2" HOT AND COLD WATER

1 1/2" SANITARY VENT

P-202

GENERAL NOTE:

1. SERVICE BOX

SHALL BE PRIMED AND

PAINTED TO MATCH

WALL COLOR.

SINGLE LEVER ANGLE

1/2" COMBINATION MPT BRASS

SWEAT CONNECTION (TYP. 2)

SHUT-OFF VALVE

SLEEVE THRU FLOOR

TYPICAL FLOOR CLEANOUT INSTALLATION DETAIL2

P-202 NOT TO SCALE

YARD CLEAN-OUT DETAIL3

P-202

NOT TO SCALE

WATER HEATER CONNECTION DETAIL4

P-202 NOT TO SCALE

ISLAND SINK VENT DETAIL5

P-202 NOT TO SCALE

DWV VENT PIPE ROOF PENETRATION6

P-202 NOT TO SCALE

NOTE:

1. VENT SHALL BE

LOCATED A MIN. OF

12'-0" FROM ANY

FRESH AIR INTAKE.

2. MINIMUM VENT

HEIGHT ABOVE ROOF

TO BE 1'-0"

3. SEE ARCH. DWG.

DETAILS FOR SPECIFIC

ROOFING REQ'TS.

P-202 NOT TO SCALE

PIPE TRENCH BACKFILL DETAIL

NON-PAVED PAVED

WIDTH PER

P-202 NOT TO SCALE

WATER SERVICE ENTRANCE DETAIL

FOR SIZE AND MATERIALS)

INCOMING WATER SERVICE

(REFERENCE SITE PLAN

THRUST BLOCK

16"

RODS, CLAMPS, BOLTS,

WASHERS SHALL BE

MADE OF STEEL

9"

BLIND FLANGE

FINISH FLOOR

ROD

6"

TEMPORARY

LINK SEAL OR

ELASTOMERIC SEALER

(M

IN

WALL CLEANOUT DETAIL

NOT TO SCALE

P-202

4"MAX.

MB

SEE SPECIFICATION DIVISION 22 AND DRAWING DETAILS FOR ADDITIONAL INFORMATION.

PROVIDE IDENTIFICATION PER 15075 (INCL. WARNING TAPE & TRACE WIRE FOR PE GAS PIPING WHERE

SPECIFIED).

PROVIDE PVC FITTING COVERS ON FIBERGLASS INSTALLATIONS.

PER SPECIFICATION SECTION 15083 ALL PIPE INSULATION SHALL BE THE PRESLIT PREFORMED TYPE.

PRIOR TO ANY CORE DRILLING OR DESTRUCTIVE REMOVAL OF EXISTING FLOOR AREAS, PLUMBING CONTRACTOR SHALL ELECTRONICALLY SCAN FLOOR FOR POSSIBLE CONDUIT, PIPING OR ANCILLIARY MATERIALS WHICH MAY BE ENCOUNTERED AND BRING POTENTIAL CONFLICTS TO THE ATTENTION OF THE

ENGINEER WHERE IN CONFLICT WITH PLUMBING INSTALLATION.

THE USE OF 90° ELBOWS SHALL NOT BE ALLOWED. PROVIDE 45° ELBOWS ONLY, FOR ALL TURNS.

PRIOR TO FINAL BACKFILL, TEMPORARILY SUPPORT PLASTIC PIPE AT 48" o.c. INTERVALS (MIN.).

UNDERGROUND PIPING BEYOND FOUNDATION SHALL BE LOCATED AT A MINIMUM, BELOW THE FROST LINE

(36") AND PIPING ELEVATIONS.

GENERAL NOTES:

ALL COLD PIPING SYSTEMS, COMPONENTS AND DWV SYSTEMS RECEIVING COLD

DISCHARGE SHALL BE INSULATED (MINIMUM 1" THICK) WHETHER OR NOT

SPECIFICALLY LISTED ABOVE. "COLD" SHALL BE DEFINED AS ANY SYSTEM THAT HAS

THE POTENTIAL TO CONDENSE MOISTURE UNDER NORMAL OPERATING

CONDITIONS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1.)

7.)

SCHEDULE NOTES:

4.)

5.)

6.)

2.)

3.)

1.)

PIPING SYSTEM LOCATION

SIZE

PLUMBING PIPING SCHEDULE

SOLVENT WELDEDSOL

FE FLEXIBLE ELASTOMERIC (NITRILE)

HEAT FUSION

GALVANIZED STEELGS

HF

FW

GRV

FG

FUSION WELDED

RIGID, GROOVED

FIBERGLASS

SERVICE WEIGHT

SWEAT

WELDED

TYPE OR SCHEDULE

STAINLESS STEEL

T/S

WLD

SERV

SW

SS

CHLORINATED POLYVINYL CHLORIDE

ALL SERVICE JACKET

CS CARBON STEEL

CU

C900

CI

COPPER

POLYVINYL CHLORIDE - C900

CAST IRON (CISPI 301)

CPVC

BR

ASJ

BRAZED w/SIL-FOS 15

LEGEND

MECHANICAL

NO-HUB W/ HEAVY DUTY COUPLINGS

HUB & SPIGOT

POLYPROPOLYENE

SCREWED

PLENUM RATED FIRE WRAP

NH

PW

SCR

PP

MECH

HS

INSULATIONJOINING METHODPIPE MATERIALS

TRACE

HEAT

SIZESIZEMAT. T/S MAT. T/S SIZEMETHOD METHOD

NOTES

TYPETH JACKET

8.)

LABELS

PE HIGH DENSITY POLYETHYLENE

HEAVY DUTYHVY

POLYVINYL CHLORIDEPVC

WALL HYDRANT SCHEDULE

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

HOSE BIBB TO BE MOUNTED APPROX. 28" ABOVE FLOOR

FINISH. ISOLATION VALVE SHALL BE ABOVE CEILING

PREFERABLY IN VERTICAL DROP AND EASILY REACHABLE

FROM FLOOR OR LADDER.

NOTES:

1.)

2.)

MANUFACTURERPLAN

MARK MODEL TYPE NOTES

TYPE:

ACCESSORIES:

- HOSE BIBB

- WALL HYDRANT BIBB

- ROUGH BRASS

- CHROME PLATE

FINISH:

CH

BR

LEGEND:

WHB

HB - FLUSH

- PROJECTING

- KEYED

- WHEEL HANDLE

OPERATION:

WH

K

MOUNTING:

PROJ

FL

VB-T

FP

CC

MOUNTING OPERATION ACCESSORIESFINISH

- VACUUM BREAKER, FIELD

TESTABLE

- CLOSE COUPLED

- FREEZEPROOF

DESCRIPTIONPLAN

MARK MANUFACTURER MODEL SERVING COMPLIANT

(YES/NO)

ADA SENSOR

(YES/NO) ACCESSORIESTYPE

OUTLET FINISH NOTES

NOTES:

2.)

1.) SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

COORDINATE INSTALLATION WITH GFI RECEPTACLE. FACE PLATE TO BE PAINTED

TO MATCH SURROUNDING SURFACES. INSTALL SERVICE BOX AT 4'-0" O.C. ABOVE

FLOOR.

P/P

B

A

C

ACCESSORIES:

E

F

- MANUAL PUSH BUTTON

OVERRIDE

- DEFLECTOR

- METAL COVER

- SYNTHETIC DIAPHRAGM

ASSEMBLY

- VANDAL-RESISTANT

FASTENERS

-.5GPM VANDAL-RESISTANT

AERATOR

D

BL

BR

CR

PB

FINISH:

WH

STD

- MANUFACTURER'S STANDARD

- GOOSENECK

- HIGH ARC

- X" SWING SPOUT

- X" RIGID SPOUT

- FIXED SHOWER HEAD (INST.

TYPE)

- FIXED SHOWER HEAD (RES.

TYPE)

- HAND-HELD SHOWER

- 1/2" DUAL CLOSE BALL TYPE

VALVE & TWO 60" HOSES

- 2" DRAIN CONNECTION WITH

42" STANDPIPE AND P-TRAP

RC

- BLACK

- BRONZE

- CHROME

- POLISHED BRASS

- ROUGH CHROME

- MANUFACTURER'S

STANDARD

- WHITE

- PRIME (PAINT GRIP)

AND EPOXY PAINT FACE

PLATE TO MATCH

SURROUNDING

SURFACE.

- FAUCET

- FLUSHOMETER (VALVE)

- SHOWER MIXING VALVE

- THERMOSTATIC MIXING

VALVE

- WASHER SERVICE BOX

- UTILITY SERVICE BOX

B A

E D

G

F

C

H J

K

OUTLET TYPE:

PLAN MARK:

SV

TMV

FV

FA

WSB

USB

EQUIPMENT/FITTING SCHEDULE

MB

PIPE SYMBOL LEGEND

FEED WATER PIPEFW

CR

FUEL OIL RETURN PIPE

NATURAL GAS PIPE

FUEL OIL SUPPLY PIPE

VENT PIPE

LPS

MPS

RL

RS

RHG

FOR

LPG

FOS

DTS

DTR

DHW

CHS

CHR HWS

HWR

DCW

CWR

CWS

G

V

HPS

DUAL TEMPERATURE SUPPLY PIPE

DUAL TEMPERATURE RETURN PIPE

HEATING HOT WATER SUPPLY PIPE

HEATING HOT WATER RETURN PIPE

CONDENSATE RETURN PIPE

CONDENSER WATER RETURN PIPE

CONDENSER WATER SUPPLY PIPE

LOW PRESSURE STEAM PIPE

MEDIUM PRESSURE STEAM PIPE

REFRIGERANT LIQUID PIPE

REFRIGERANT SUCTION PIPE

REFRIGERANT HOT GAS PIPE

LIQUID PROPANE GAS PIPE

DOMESTIC HOT WATER PIPE

CHILLED WATER SUPPLY PIPE

DOMESTIC COLD WATER PIPE

CHILLED WATER RETURN PIPE

HIGH PRESSURE STEAM PIPE

CD CONDENSER WATER RETURN PIPE

PIPE AND CONTROL SYMBOL LEGEND

STD. THERMOMETER

DIGITAL THERMOMETER

PRESSURE GAGE

M

PRESSURE GAGE WITH

SIPHON TUBE

M

MOTORIZED, TWO WAY

VALVE

MOTORIZED, THREE WAY

VALVE

REGULATING VALVE

SHUT OFF COCK

PRESSURE RELIEF VALVE

CALIBRATED BALANCE

VALVE

GATE VALVE GLOBE VALVE

BALL VALVE

PRESS./TEMP. TEST

PORT

CHECK VALVE

CHECK VALVE

MANUAL AIR VENT

STRAINER

STRAINER WITH BLOW

DOWN

TRIPLE DUTY VALVE

FLEXIBLE CONNECTOR

BUTTERFLY VALVE

M

AUTOMATIC AIR VENT

COMB. PRESS INDEPENDENT BALANCING VALVE AND

MOTORIZED 3-WAY VALVE

COMB.PRESS INDEPENDENT BALANCING VALVE AND

SHUT OFF VALVE (BALL, GLOBE OR PLUG)

COMB. PRESS. INDEPENDENT BALANCING VALVE, SHUT

OFF VALVE (BALL, GLOBE OR PLUG) AND STRAINER

G

GEAR OPERATED BUTTERFLY VALVE. REQUIRED ON ALL

BUTTERFLY VAVLES 8" AND LARGER

TEE TURNED DOWN

PIPE UP

PIPE DOWN TURN DOWN

CAPPED PIPE

TEE TURNED UP

PIPE BREAK (FOR CLARITY)

S

C

H

T THERMOSTAT OR TEMPERATURE SENSOR

HUMIDISTAT OR HUMIDITY SENSOR

CARBON DIOXIDE SENSOR

SWITCH

RETURN OR EXHAUST AIR DUCT DOWN

DUCTWORK SYMBOL LEGEND

FIREDAMPER

MOTORIZED DAMPER

M

MANUAL BALANCING DAMPER

SUPPLY AIR DUCT OFFSET

RETURN AIR DUCT OFFSET

OUTSIDE AIR DUCT OFFSET

RETURN OR EXHAUST AIR DUCT UP

OUTSIDE AIR DUCT DOWN

SUPPLY AIR DUCT DOWN

OUTSIDE AIR DUCT UP

SUPPLY AIR DUCT UP

RECTANGULAR BRANCH TAKEOFF

RECTANGULAR DUCT TERMINATION

ROUND DUCT TERMINATION

ROUND WYE

ROUND ELBOW

ROUND OFFSET

ROUND DUCT DOWN

ROUND DUCT UP

RADIUS RECTANGULAR ELBOW

STANDARD RECTANGULAR ELBOW

RECTANGULAR TRANSITION

RECTANGULAR TO ROUND TRANSITION

AIR DEVICE AND DUCT ACCESS. LEGEND

SUPPLY AIR DIFFUSER (HARD CONNECTION)

RETURN OR EXH. GRILLE (HARD CONNECTION)

RETURN AIR GRILLE

RUNOUT AND DAMPER

SIDEWALL DIFFUSER

SUPPLY AIR DIFFUSER WITH FLEXIBLE

MANUAL BALANCE DAMPER

SUPPLY AIR DIFFUSER (HARD CONNECTION)

RETURN OR EXH. GRILLE (HARD CONNECTION)

14X14 TRANSFER OPENING IN WALL

TRANSFER OPENING IN WALL

ANNOTATION SYMBOL LEGEND

A-12x12

8"Ø

24X12

AIR DEVICE MARK - SIZE

ROUND DUCT SIZE

RECTANGULAR DUCT SIZE

EQUIPMENT PLAN MARK

SECTION SYMBOL

DETAIL SYMBOL

VAV-XXXX

XXX

XX

KEYED NOTE SYMBOL

INTERFACE WITH EXISTING

VAV TERMINAL PLANMARK

M-100

M-100

OUTDOOR UNITODU

PC PLUMBING CONTRACTOR

PRESSURE DROPPD

PAINT GRIP GALVANIZED STEELPGGS

PP POLYPROPYLENE

PARTS PER MILLIONPPM

PRESS. PRESSURE

PRESSURE REGULATING VALVEPRV

PS PRESSURE SENSOR

POLY VINYL CHLORIDEPVC

PVCGS PVC COATED GALVANIZED STEEL

RETURN AIRRA

REFRIG.

RECT

RC ROOM CRITERIA LEVEL

RECTANGULAR

REFRIGERANT

MATT FACED FIBERGLASSMFF

A AMPS

HVAC ABBREVIATION LEGEND

ROOF MOUNTED CENTRIFUGAL FAN

RETURN OR RELIEF FAN

RMC

RF

SQUARESQ

LEAVING WET BULB TEMPERATURELWB

HEATING HOT WATERHW

FLOW SWITCH

FEED WATER

NATURAL GASG

FW

FS

SWEAT CONNECTION

SOLVENT WELD

THERMOSTATT

SWLD

SW

CONDENSER WATER PUMPCWP

CONDENSER WATERCW

CU COPPER

CHILLED WATER PUMPCHP

CHILLED WATER SUPPLYCHWS

CHILLED WATER RETURNCHWR

CUBIC FEET PER MINUTECFM

MANUAL DAMPERMD

MINIMUM CIRCUIT AMPSMCA

MECHANICAL CONTRACTORMC

1000 BTUHMBH

MATERIALMAT.

MOTORIZEDM

LEAVING WATER TEMPERATURELWT

LOUVERLVR

LOW PRESSURE STEAMLPS

LIQUID PROPANELP

LEAVING DRY BULB TEMPERATURELDB

LEAVING AIR TEMPERATURELAT

INLINE CENTRIFUGAL FANILC

HOT WATER SUPPLYHWS

HOT WATER RETURNHWR

HOT WATER PUMPHWP

HOT WATER BOILERHWB

HEATING/VENTILATING UNITHV

HUMIDITY SENSORHS

HIGH PRESSURE STEAMHPS

HORSE POWERHP

HOT GAS (REFRIGERANT)HG

HEAT FUSIONHF

HEATING CONTRACTORHC

HUMIDIFIER (HUMIDITY)H

GALVANIZED STEELGS

GROOVED PIPEGRV

GALLONS PER MINUTEGPM

GALLONS PER HOURGPH

GENERAL CONTRACTORGC

GALVANIZEDGALV

GA GAGE (GAUGE)

DRAIND

TC TOTAL CAPACITY

DB DECIBELS

TEMP. TEMPERATURE

DCW DOMESTIC COLD WATER

TH THICKNESS

DDC DIRECT DIGITAL CONTROLS

THRD THREADED

DHW DOMESTIC HOT WATER

TOD TOP OF DUCT

DMPR DAMPER

TOJ TOP OF JOIST

DS DUCT SILENCER (SOUND ATTENUATOR)

TOS TOP OF STEEL

DT DUAL TEMPERATURE

TS TEMPERATURE…