8-ATTACHMENT B - CONSTRUCTION DOCUMENTS Revised 20250822.pdf

ADAPTIVE REUSE OF ROBINSON'S GROCERY STORE

2021 HOLTON STREET, TALLAHASSEE, FL 32310

DESIGN DEVELOPMENT

Project #: 4M-2025-04

AUGUST 25TH, 2025

© Copyright 2025 4M Design Group PA. Al l Rights Reserved. Drawings, specif icat ions and the design are and shall remain the property of 4M Design Group PA, whether the project for which they are prepared is executed or not, unless superceded by contractual agreement. The drawings and specif icat ions shall not be used by the project owner or any other party for other projects, addit ions to this project, or for the completion of this project except by agreement in writ ing.

4 M D e s i g n G r o u p P A

FLORIDA PRODUCT APPROVAL:

Contractor shall make available to the Building Inspector documentation necessary to verify that all components requiring product approval per FS

553.842 are in compliance with product approval installation Requirements.

RFP-076-25-CC Revised August 22, 2025

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CONSTRUCTION

DOCUMENTS

4M Proj. # 4M-2025-004

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PROJECT

INFORMATION

Drawn By: JED

C-1

R.O. ROUGH OPENING

F.P. FIRE PARTITION, FIRE PROTECTION

FOOTING

FURRING

FIRE RATED, FIRE RISER

FOOT, FEET

FRAME

GYPSUM BOARD

GRADE

GLASS, GLAZING

GALVANIZED

GAUGE

GLASS BLOCK

GYPSUM SHEATHING

GYPSUM WALLBOARD

GYPSUM

GYPSUM BOARD

GL.

GLB

GR.

G.S.

GYP.

GYP BD

G.W.B.

F.R.

FR.

FT.

FURR.

FTG.

G

GA.

GALV.

GB

GAS

EXIST. EXISTING

EXTERIOR, EXTRUDED

EXPOSED, EXPANSION

FIRE HOSE & EXTINGUISHER CABINET

FIRE HOSE CABINET

FIGURE

FINISHED FLOOR ELEVATION

FINISH FLOOR

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FLOOR DRAIN

FACE OF BRICK

FINISH

FACE OF STUDS

FLUORESCENT

FOUNDATION

FLASHING

FLOOR

FIXTURE

F.H.C.

FIG.

F.H.&E.C.

FIN.

FIXT.

FLASHG.

FL., FLR.

FNDN.

F.O.S.

FLUOR.

EXP.

EXT.

FB

F.D.

F.E.

F.E.C.

F.F.

F.F.E.

DOWN

EXPANSION JOINT

EXTERIOR INSULATION FINISH SYSTEM

DRAWINGS

DRAWING

DETAIL

DOWNSPOUT

DRAWER

DOOR, DRESSING ROOM

ELEVATION

ELEVATOR

EXPOSED STRUCTURE

ELECTRIC WATER COOLER

EACH WAY

EXHAUST

EQUAL

DIMENSION

DIVISION, DIVIDED

EACHEA.

E.J.

EIFS

ELEV.

ELEV.,EL.

EQ., EQL.

E.W.

E.S.

EXH.

E.W.C.

DN.

D.S.

DRWR.

DR., D.R.

DTL.

DWG'S

DWG

DIM.

DIV.

TYPICALTYP.

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

WATER HEATER

WATER CLOSET

W/C

W.H.

WDW

WD.

W/ W.

WAINS.

W.C.

WHEELCHAIR

WINDOW

WOOD

WAINSCOT

WEST, WIDTH

WITH

UTIL.

VCT

V.B.

VEST.

U.N.O.

UR.

UTILITY

VINYL BASE

VESTIBULE

URINAL

STAINLESS STEEL

SOUTH, SIMILAR

REVOLUTIONS PER MINUTE

SQ.FT. SQUARE FEET

THRESH.

TOIL., T.

THRU

T

S.S.,S/S

STOR.,STO.

STRUCT.

STL.

THRESHOLD

THROUGH

TITLE

TOILET

STORAGE

STRUCTURAL

STEEL

SCHED.,SCH.

S.F.

SQ.

SHT.

SIM.

SHTHG.

R.P.M.

S

SQUARE FEET

SQUARE

SHEATHING

SIMILAR

SHEET

SCHEDULE

ABBREVIATIONS (ARCHITECTURAL)

A.F.F. ABOVE FINISH FLOOR

CONTROL JOINTC.J.

CLOSET

CEILING

COUNTER

COLUMN

CONTINUOUS

CONSTRUCTION

CONCRETE

COORDINATE

CERAMIC TILE

CUBIC

COLD WATER

COUNTER, CENTER

DEPARTMENT

DIAMETER

DRINKING FOUNTAIN

CUBIC YARD

DIAGONAL, DIAGRAM

CORRIDOR, CORRUGATED

CONCRETE MASONRY UNIT

CORR.

CTR.

CT

C.W.

CU.

DEPT.

D.F.

DIAG.

DIA.

C.Y.

CL., CLO.

CLG.

COL.

CNTR.

CONC

CONT.

CONST.

COORD.

CMU

ALUMINUM

APPROXIMATE

ACOUSTIC TILE

ARCHITECTURAL

BUILDING

BLOCK(ING)

BEARING

CABINET

BOTTOM

BRITISH THERMAL UNITS

ACCESS PANEL, ACOUSTICAL PANEL

CAST IRON PIPE

CONCRETE IN PLACE,

CUBIC FOOT PER MINUTE

CAST IN PLACE CONCRETE,

CONCRETE

BOT., BTM.

BTU

C., CAB.

BRG., BRNG

C.I.P.

CFM

C., CONC.

ALUM.

APP.,

A.P.

A.T.

ARCH.

APPROX.

BLK(G).

BLDG.

DIAMETER, ROUND

CENTER LINE

PERCENT

INCHES

AIR CONDITIONED

ACOUSTIC, ACOUSTICAL

ACCESS DOOR, AREA DRAIN

ACOUSTIC CEILING TILE

AIR CONDITIONING UNIT

PROPERTY LINE, PLATE

FEET'

w

ACOUST.

A/C

A.D.

ACT

A.C.U.

L O

C

AT

AND

LAM. LAMINATE

N.T.S. NOT TO SCALE

REFRIGERATOR

REINFORCING(ED)

REGLET, REGISTER

POLYVINYL CHLORIDE

PRESSURE TREATED

PAINT, PAINTED, POINT

PLATE, PROPERTY LINE

PVMT. PAVEMENT

REG.

REF.,RFG.

REQ'D.

REINF.

RM.

RAD.

RB

R.D.

RECP.

REQUIRED

ROOM

RECEPTION

ROOF DRAIN

RUBBER BASE

RADIUS

OPG., OPNG

P , PNL.

PT

P.T.

P.V.C.

OPP.

PANEL

OPPOSITE

OPENING

MANUFACTURER

MANUFACTURED

MOULDING, MOLDING

MISCELLANEOUS

MINIMUM, MINUTE

MASONRY OPENING

NOT IN CONTRACT

MIN.

MTL

N.

N.I.C.

NO.

MISC.

MLDG.

MOD.

M.O.

METAL

NUMBER

NORTH

MODIFIED

MAX.

MED.

MECH.

MFGR.

MFD.,MFG.

L.F.

LB., LBS.

MAT.

MAXIMUM

MEDIUM

MECHANIC(AL)

LINEAR FEET

POUNDS

MATERIAL

INSIDE DIAMETER

HEATING, VENTILATION,

HOLLOW METAL

HR. HOUR

IN.

INT., INTR.

INSUL.

JAN.

H.V.A.C.

H.W.

I.D., ID

INCH(ES)

JANITOR

INTERIOR

INSULATION

HOT WATER

H/C H'CAP.

HDW.

HORIZ.

H.M.

HDWR.,HW.,

H., HT.

HANDICAPPED

HORIZONTAL

HARDWARE

HEIGHT

INTERIOR ELEVATION MARK

NORTH ARROW

ROOM

NAME

ES

A

ROOM NAME & NUMBER

ELEVATION MARK

PARTITION TYPE

WINDOW SYMBOL

DOOR SYMBOL

ARCHITECTURAL SYMBOLS

SHEET CUT ON

DOOR & FRAME

ELEVATION REFERENCE

I N D E X O F D R A W I N G S:

X

X X

SHEET SHOWN ON

DETAIL MARK

X

X X

SHEET SHOWN ON

SHEET(S) CUT ON

DETAIL NUMBER

SHEET(S) CUT ON

ELEVATION MARK

SECTION MARK

X

X X

ELEVATION NUMBER

SHEET(S) CUT ON

SHEET SHOWN ON

SECTION NUMBER

& AIR CONDITIONING

PROXIMITY MAP

LOCATION MAP

REST ROOMR.R.

APPROVED

DESIGN DATA

CONSTRUCTION TYPE:

X

X

FLORIDA BUILDING CODE, BUILDING (FBC-B) 8th EDITION (2023) FLORIDA BUILDING CODE, MECHANICAL (FBC-M) 8th EDITION (2023) FLORIDA BUILDING CODE, FUEL & GAS (FBC-FG) 8th EDITION (2023) FLORIDA BUILDING CODE, PLUMBING (FBC-P) 8th EDITION (2023) FLORIDA BUILDING CODE, EXISTING BUILDING (FBC-EB) 8th EDITION (2023) FLORIDA BUILDING CODE, ACCESSIBILITY (FBC-A) 8th EDITION (2023) FLORIDA FIRE PREVENTION CODE, (FFPC) 8th EDITION

NATIONAL ELECTRICAL CODE (NEC) 2020 EDITION

APPLICABLE CODES

GENERAL NOTES:

(1) ALL WORK IS TO BE IN STRICT COMPLIANCE WITH STATE AND LOCAL LAWS AND CODES WHICH

APPLY TO THIS PROJECT, AND TO GENERALLY ACCEPTED CONSTRUCTION TRADE PRACTICES.

(2) ALL WORK IS TO COMPLY WITH APPLICABLE COVENANTS, RESTRICTIONS, AND REQUIRED

CONSTRUCTION PROCEDURES.

(3) ALL DIMENSIONS, SITE CONDITIONS, AND INSTALLATION SHALL BE FIELD VERIFIED WHEN

PREPARING BIDS AND PRIOR TO PROCEEDING WITH THE WORK. ANY DISCREPANCIES OR

CONFLICTS BETWEEN FIELD CONDITIONS AND THE CONTRACT SHALL BE BROUGHT TO THE

DESIGNER'S ATTENTION FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.

(4) ALL WORK IS TO BE CONSISTENT WITH THE CONTRACT. ANY PROPOSED CHANGES OR

SUBSTITUTIONS TO THE LAYOUT, ASSEMBLY, OR MATERIALS MUST BE APPROVED BY THE DESIGNER

PRIOR TO PROCEEDING.

(5) THE CONTRACTOR SHALL PROVIDE CRAFTSMAN-LIKE INSTALLATION AND FINISHING OF ALL

EXPOSED CONSTRUCTION SYSTEMS.

(6) ALL DIMENSIONS ARE FROM THE FACE OF STUD, FACE OF CMU, OR CENTERLINE OF COLUMN

UNLESS SHOWN OR NOTED OTHERWISE. DO NOT SCALE THE DRAWINGS TO DETERMINE

DIMENSIONS. RELY ONLY ON WRITTEN DIMENSIONS THAT HAVE BEEN FIELD VERIFIED FOR

CONSISTENCY. IF DIMENSION STRINGS ARE NOT MATHEMATICALLY CONSISTENT, OR IF DIMENSIONS

ON ONE DRAWING DO NOT MATCH ANOTHER DRAWING; CONTACT THE DESIGNER FOR

CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.

(7) THE CONSTRUCTION DOCUMENTS (DRAWINGS & SPECIFICATIONS) ARE CONNECTED AND

COMPLIMENTARY. IF A REQUIREMENT, ASSEMBLY, ARRANGEMENT, DIMENSION, ETC IS SHOWN ON

ONE DOCUMENT BUT NOT ON THE OTHER, IT MAY STILL BE REQUIRED TO BE PART OF THE WORK. IF

THERE ARE ANY INCONSISTENCIES BETWEEN DIFFERENT DRAWINGS OR BETWEEN THE DRAWINGS &

SPECIFICATIONS, NOTIFY THE DESIGNER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE

WORK. ANY WORK THAT IS DONE WITHOUT CLEAR CONSISTENT DIRECTION FROM THE

CONSTRUCTION DOCUMENTS OR THE DESIGNER AS INTERPRETER OF THE CONSTRUCTION

DOCUMENTS IS SUBJECT TO THE CORRECTION/REVISION OF THE WORK AT THE CONTRACTOR'S

EXPENSE.

(8) THE CONTRACTOR WILL REPAIR AT HIS OR HER EXPENSE ANY MATERIALS, FINISHES, EQUIPMENT, LANDSCAPE, OR PROTECTED EXISTING VEGETATION THAT IS DAMAGED DURING THE COURSE OF THE

WORK.

(9) THE CONTRACTOR SHALL REMOVE FROM THE SITE AND DISPOSE OF ALL TRASH, DEBRIS, AND

CONSTRUCTION MATERIALS PRIOR TO THE COMPLETION OF THE WORK. TRASH AND CONSTRUCTION

MATERIALS ARE TO BE SECURED AT THE SITE, AND THE CONTRACTOR IS TO ENSURE THAT DEBRIS IS

NOT BLOWN OR SPREAD BEYOND THE SITE DURING THE PERFORMANCE OF THE WORK.

(10). CONTRACTOR SHALL VERIFY SITE PLAN DESIGN WITH FINAL SITE SURVEY TO BE FURNISHED BY THE

OWNER. GROUND FLOOR FIN. CONC. SLAB REFERENCE ELEVATION = 0'-0". REFER TO

SITE/GRADING PLAN FOR NAVD ELEVATIONS.

(11). CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UTILITIES AND UTILITY SERVICE ACCESS

ABOVE AND BELOW GROUND, INCLUDING BUT NOT LIMITED TO ELECTRIC, WATER, SEWER,

TELECOMMUNICATIONS (VOICE, DATA, CABLE), AND GAS.

(12). LUMBER PRODUCTS CONTAINED IN ASSEMBLIES FOUND ON THIS PROJECT ARE LIKELY TO BE

EXPOSED TO WEATHERING CONDITIONS INCLUDING BUT NOT LIMITED TO : WINDBLOWN DEBRIS, PROLONGED WET WEATHER CONDITIONS INCLUDING SHADE CONDITIONS THAT PREVENT ADEQUATE

DRYING TIMES & ULTRA-VIOLET SUN EXPOSURES THAT CAUSE DETERIORATION TO UNTREATED WOOD

PRODUCTS.

ALL LUMBER PRODUCTS USED ON THIS PROJECT WHICH MAY BE SUBJECTED TO EXTERIOR EXPOSURE

DURING CONSTRUCTION OR BE USED AS A FINISHED MATERIAL SHALL BE PROTECTED PRIOR TO

INSTALLATION AND IF USED WITH IN A MANNER EXPOSED TO DIRECT WEATHERING CONDITIONS

SHALL BE PRESSURE TREATED WITH THE BEST WOOD DECAY AND INSECT PREVENTATIVE TREATMENT

CURRENTLY AVAILABLE IN THE MARKET, OR BE CERTIFIED BY THE WOOD/LUMBER PRODUCTS

MANUFACTURER TO BE SUITABLE FOR EXTERIOR EXPOSURES.

FLORIDA PRODUCT APPROVAL:

Contractor shall make available to the Building

Inspector documentation necessary to verify that all components requiring product approval per FS

553.842 are in compliance with product approval installation Requirements.

OCCCUPANCY TYPE:

N/A COVERSHEET

C-1 PROJECT INFORMATION

C-2 SITE PLAN OVER SURVEY

AD-1 DEMOLITION PLAN

AE-1 EXISTING FLOOR PLAN WITH DIMENSIONS

AE-2 EXISTING EXTERIOR ELEVATIONS

AR-1 PROPOSED FLOOR PLAN

AR-2.1 PROPOSED EXTERIOR ELEVATION

AR-2.2 PROPOSED EXTERIOR ELEVATION

AR-3 FOUNDATION PLAN

AR-4 ROOF & FRAMING PLAN

AR-5.1 PHOTO REFERENCES

AR-5.2 PHOTO REFERENCES

AR-6.1 BUILDING SECTIONS

AR-6.2 BUILDING SECTIONS

P00 PLUMBING NOTES & LEGEND

P101 PLUMBING DEMOLITION FLOOR PLAN

P102 SANITARY FLOOR PLAN

P103 PRESSURE FLOOR PLAN

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

P901 PLUMBING RISER DIAGRAM

M001 MECHANICAL NOTES & LEGENDS

M101 HVAC FLOOR PLAN

M501 HVAC DETAILS

M502 HVAC DETAILS

M601 HVAC SCHEDULES

E001 ELECTRICAL NOTES & LEGENDS

E002 ELECTRICAL SYMBOLS

E101 ELECTRICAL SITE PLAN

E102 ELECTRICAL DEMOLITION FLOOR PLAN

E103 ELECTRICAL RENOVATION FLOOR PLAN - POWER & FA

E104 ELECTRICAL RENOVATION FLOOR PLAN - LIGHTING

E501 POWER DETAILS

E502 LIGHTING DETAILS

E503 TELECOM DETAILS

E504 FIRE ALARM DETAILS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SCHEDULES

E701 ELECTRICAL ONE-LINE

E702 ELECTRICAL GROUNDING

MERCHANTILE - GROUP M

SITE LOCATION

OCCCUPANCY LOAD: MERCHANTILE - 60 SF/1,840 SF = 31 PERSONS

FBC 602.3 Type III. - WOOD FRAME & CONCRETE CONSTRUCTION

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AUGUST 25TH, 2025

CONSTRUCTION

DOCUMENTS

4M Proj. # 4M-2025-004

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SITE PLAN

OVER SURVEY

Drawn By: JED

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AUGUST 25TH, 2025

CONSTRUCTION

DOCUMENTS

4M Proj. # 4M-2025-004

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DEMOLITION

FLOOR PLAN

Drawn By: JED

AD-1

01'

1" 2"

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

0" 3"

1' 2' 12'3' 4' 5' 6' 8'

DEMOLITION FLOOR PLAN

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

DEMOLITION NOTES

ROBINSONS GROCERY STROR REHABILITAION AND ADAPTIVE REUSE

1. INSURE THAT ALL ON-SITE UTILITIES ARE INOPERABLE: INCLUDE WATER, SANITARY

SEWERAGE, ELECTRICAL, AND GAS CONNECTIONS,

2. BLEED ALL LINE TO INSURE NO EXISTING UTILITIES ARE ACTIVE.

3. REMOVE EXISTING WELDED IRON WINDOW AND FENESTRATION SECURITY GRILLS.

4. PATCH ANY HOLES IN EXTERIOR CONCRTE MASONRY (CMU) PARTICULARLY IF

CAUSED BY REMOVAL OF SECURITY GRILLES AND PROTECTIVE GRATING, ALL

LOCATIONS OF THE BUILDING. ALSO REMOVE PAY PHONES

5. REMOVE EXISTING ROOF IN ITS ENTIRETY.

6. REMOVAL OF EXISTING ROOF TO INCLUDE WEATHERING SURFACE, FRAMING AND

EXISTING CEILING SURFACE.

7. REMOVE/DEMOLISH ALL EXISTING INTERIOR ELEMENTS INCLUDING COUNTERS,

FLOORING, GLAZED FRAMED TRANSCATION COUNTER ENCLOSURE.

8. REMOVE ALL EXISTING WINDOWS, DOORS; INTERIOR AND EXTERIOR.

9. REMOVE EXISTING WALK-IN COOLER.

10. REMOVE ALL EXISTING PLUMBING AND ELECTRICAL SERVICE, PANELS AND

FIXTURES, WIRING AND ANY SUB-PANELS.

11. REMOVE ALL EXISTING MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATION,

AND COOLING SYSTEM EQUIMENT. AND ASSOCIATED DUCTWORK.

12. REMOVE ANY COOKING EQUIPMENT AND CAP ALL GAS AND PLUMBING

CONNECTIONS.

13. REMOVE ALL EXISTING PLUMBING FIXTURES, SINKS, TOLIETS, LAVATORIES, AND

EXPOSED PLUMBING PIPING.

14. DEMOLISH ALL INTERIOR FRAMED PARTITIONS.

15. DO NOT DISTURB OR DEMOLISH ANY EXTERIOR CONCRETE MASONRY WALLS

UNLESS SPECIFICALLY INDICATED.

16. DEMOLISH WOODEN FRAMED “LEAN-TO” SHED ON NORTH-SIDE OF EXISTING

STRUCTURE. RECONSTRUCT IN SAME CONFIGURATION IN CMU WALLS AND FOOTER

WITH 3000 PSI CONCRETE SLAB ON FILL.TOP OF SLAB MATCHES INTERIOR FLOOR.

17. ALL VENT STACKS AND ANY ROOF TOP EQUIPMENT TO BE DEMOLISHED AS PART OF

THE ROOF DEMOLITION. ENTIRE ROOF TO BE REFRAMED AND NEW STRUCTURAL

AND WEATHERING SURFACE, INCLUDING FLASHING AND REROOFING

ACCESSORIES IN LATER PHASE OF THIS SCOPE OF WORK.

18. LEAVE BUILDING IN CLEAN CONDITION WITH FLOORING SWEPT AND PREPARED

FOR RECONFIGURATION.

19. PATCH AND FILL ANY DAMAGE TO CMU EXTERIOR WALLS. INFILL ANY EXTERIOR

WALLS WHERE PREVIOUS DOORS OR WINDOWS WERE EXISTING.

20. DEMOLISH EXISTING LOAD BEARING WALL AND BEAM AT LOCATION OF FORMER

ROOF PARAPET.

21. EXISTING SHED WITH PARTICAL BOARD WALLS TO BE DEMOLISHED, SLAB SHALL

REMAIN IF IT MATCHES THE INTERIOR ELEVATION. CONTRACTOR TO DECIDE IS A

POUR OVER IS ACCEPTABLE TO MEET ADA. IF UNACCEPTABLE REMOVE AND

REPLACE AT THE CORRECT ELEVATION.

3 3 34 4 4

8 8

8 8

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CONSTRUCTION

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4M Proj. # 4M-2025-004

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EXISTING FLOOR

PLAN W/ DIMS

Drawn By: JED

AE-1

01'

1" 2"

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

0" 3"

1' 2' 12'

EXISTING FLOOR PLAN WITH DIMENSIONS

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

3' 4' 5' 6' 8'

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CONSTRUCTION

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4M Proj. # 4M-2025-004

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EXISTING EXT.

ELEVATIONS

Drawn By: JED

AE-2

01'

1" 2"

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

0" 3"

1' 2' 12'

EXISTING FRONT ELEVATION

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

3' 4' 5' 6' 8'

EXISTING FRONT ELEVATION

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

EXISTING SOUTH ELEVATION

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

EXISTING NORTH ELEVATION

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CONSTRUCTION

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PROPOSED

FLOOR PLAN

Drawn By: JED

AR-1

01'

1" 2"

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

0" 3"

1' 2' 12'

PROPOSED FLOOR PLAN

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

3' 4' 5' 6' 8'

RECONSTRUCTION KEYNOTES -

ROBINSONS GROCERY REHABILITAION AND ADAPTIVE REUSE

1. REMOVE AND REPLACE ALL FENESTRATION- DEMOLISH ALL EXISTING WINDOWS AND DOORS

FOLLOWING DEMOLITION SCOPE.

2. RECONSTRUCT NORTHSIDE LEAN-TO ADDITION WITH CMU ON STEM WALL AND C.I.P CONCRETE

FOOTING. REFER TO DETAIL

3. TREAT SOILS AND PROVIDE MIN 8-10 MIL VAPOR BARRIER OVER 4” SAND AND GRAVEL BED.

4. REINFORCE NEW SLAB AT NORTHSIDE LEAN TO AND NEW RESTROOMS WITH 10X10 WWF.

5. REINFORCE NEW CONCRETE FOUNDATION WITH THREE (3) #5 REBAR CONTINUOUSLY AND ONE (1) #5

AT 2’-0” O.C.

6. REINFOCE ALL NEW CMU WALLS WITH GALVANIZED LADDER TYPE HORIZONTAL REINFORCING AT 16”

O.C. VERTICALLY.

7. REINFORCE ALL NEW CMU EXTERIOR WALLS WITH ONE (1) #5 REBAR AT 24” O. C.

8. INSTALL NEW KNOCK DOWN TYPE 18 GAUGE FULL-WRAP DOOR FRAMES AT ALL CMU WALL OPENINGS

INTERIOR AND EXTERIOR.

9. INTERIOR DOORS SHALL BE SOLID CORE WOOD DOORS WITH THREE (3) HINGES.

10. RESTROOMS TO HAVE PUSH PLATES AND HANDLES, OFFICE, AND STORAGE ROOM DOOR TO HAVE

LEVER TYPE DOOR HANDLES.

11. FRONT DOORS AND ALL WINDOWS ON ALL ELEVATIONS PROVIDED BY WEATHERSHIELD, LOWEN,PELLA

ECT ALUMINUM CLAD WOOD WITH IMPACT RESISTANT GLASS/SHATTER PROOF.

12. FRONT DOORS TO HAVE THREE POINT LOCKING MECHANISM AND KEYED LOCK FROM EXTERIOR.

13. EGRESS AND ACCESSIBLE DOORS TO BE 18-GAUGE HM FIRE RATED 45 MIN WITH 12X12 WIRED GLASS

PANEL WITH PANIC BAR AND KICK PLATES ON INTERIOR.

14. LEVEL THE INTERIOR FLOORS TO ACHIEVE UNIFORM AND CONSISTENT FLOOR LEVEL FOR RESURFACING

WITH LVT OR CERAMIC TILE FINISH MATERIALS.

15. NEW CEILING SHALL BE 5/8” TYPE “FC” GYPSUM BOARD FINISHED IN MEDIUM KNOCK DOWN FINISH;

PAINT WHITE ON METAL OR WOOD SUBFRAME.

16. NEW INTERIOR CMU WALLS TO BE PREFINISHED WITH BLOCK SEALER AND ELASTOMERIC PAINT.

17. PROVIDE JOINT CONCEALER ON THE INTERIOR FINISHED WALLS OF OFFICE AND NEW RESTROOMS.

18. PAINT ENTIRE EXTERIOR BUILDING- COLOR SCHEDULE TO BE PROVIDED BY ARCHITECT.

19. NEW ROOF TO BE T.P.O. SINGLE PLY MEMBRANE. FLASH AND COUNTER FLASH AND CAP WITH FORMED

ALUMINUM CAP (MILL FINISHED) AT ALL PARAPETS, OVER 3/4" PLYWOOD SHEATHING NAILED TO NEW

WOOD TRUSSES.

20. PROVIDE DEEP OVERSIZED GUTTER WITH LEAF GUARD COVERS AND OVERSIZED ROUND DOWNSPOUTS

DROP TO CONCRETE SPLASH BLOCKS OR IN-GROUND DRYWELLS ON EAST ELEVATION AT PARKING AREA.

21. RELOCATE EXISTING CHAIN-LINK FENCING PER SITE PLAN.

22. RESURFACE EXISTING PARKING AND VEHICULAR ACCESS AREAS* PER SITE PLAN.

23. PROVIDE ONE (1) HANDICAP ACCESSIBLE* PARKING SPACES AS SHOWN ON SITE PLAN.

24. RECONFIGURE PORCH *WEST ELEVATION SUPPORT COLUMNS AS SHOWN, REPAIR CANOPY TO ENSURE

WATERTIGHT CONDITION. TEMPORARY SHORE OR LEAVE EXISTING COLUMNS IN PLACE WHILE INSTALLING

NEW COLUMNS IN LOCATIONS SHOWN.

25. REPAIR CABLE STAYS ABOVE CANOPY.

26. REMOVE FLUORESCENT STRIP LIGHTING FIXTURES FROM WEST ELEVATION CANOPY CEILING

27. REMOVE STREET LIGHT FIXTURE, TELEPHONE BANK AND FORMER ELECTRICAL SIGNAGE BRACKET FROM

FRONT (WEST) ELEVATION.

28. INSTALL WALL PACK TYPE VANDAL RESISTANT LED LIGHTING ONE ON EACH ELEVATION EXCEPT WEST OR

HOLTON STREET ELEVATION

29. INSTALL VANDAL AND VAPOR PROOF CEILING LIGHTING IN EXPOSED GALVANIZED CONDUIT AT FRONT

(WEST) PORCH, AND SIMILAR VANDAL-PROOF SCONCE TYPE ENCLOSED FIXTURES ADJACENT TO BOTH

EXITING DOORS ON NORTH AND SOUTH ELEVATIONS.

30. RE-ROOF NORTH LEAN-TO WITH 30 YEAR 5V METAL CRIMP METAL PANELS OVER W.R. GRACE ICE AND

WATER SHIELD OR TITANIUM BRAND ROOFING UNDERLAYMENT. IF TITANIUM IS USED APPLY TWO (2)

LAYERS OF ROOFING UNDERLAYMENT FABRIC OVER ¾” PLYWOOD SHEATHING. NO O.S.B [ORIENTED

STRAND BOARD, WILL BE ACCEPTED)

'-7

6' -8

9' -0

'-0

0' -6

EXISTING STUCCO TO BE REPAIRED AND REFINISHED TO A

CLEAN AND CONTINUOUS SURFACE, A PATCHED LOOK IS

NOT PERMITTED

NEW RESTROOM

AREA TO BE

ADDED REMOVE SMALL LEAN TO

SHED INVENTORY

STORAGE SHED TO BE

REMOVED AND

RECONSTRUCTED OUT OF

CMU FOR SECURITY

NEW ROOFING MATERIALS

AND SUB FRAMING

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4M Proj. # 4M-2025-004

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PROPOSED

ELEVATIONS

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01'

1" 2"

SCALE: 3/8"=1'-0"

0" 3"

1' 2' 8'

REAR ELEVATION WITH NEW RESTROOMS AND NEW ROOF

SCALE: 3/8"=1'-0"

3' 4' 5'

FRONT ELEVATION WITH NEW DOORS AND WINDOWS

SCALE: 3/8"=1'-0"

NEW ADA EXIT

EXISTING STUCCO TO BE REPAIRED AND REFINISHED TO A

CLEAN AND CONTINUOUS SURFACE, A PATCHED LOOK IS

NOT PERMITTED

NEW RESTROOM

AEREA TO BE

ADDED

NEW ADMIN EXIT

'-7

'-0

EXISTING STUCCO TO BE REPAIRED AND REFINISHED TO A

CLEAN AND CONTINUOUS SURFACE, A PATCHED LOOK IS

NOT PERMITTED

6' -8

5'-0" 3'-0" 2'-0"

3' -0

3'

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3'-0"

3' -8

3'

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6'-4"

5' -2

1'

-6

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4M Proj. # 4M-2025-004

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ELEVATIONS

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NORTH ELEVATION FACING AWAY FROM OSCEOLA STREET

SCALE: 3/8"=1'-0"

SOUTH ELEVATION FACING OSCEOLA STREET

SCALE: 3/8"=1'-0"

01'

1" 2"

SCALE: 3/8"=1'-0"

0" 3"

1' 2' 8'3' 4' 5'

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CONSTRUCTION

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4M Proj. # 4M-2025-004

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PROPOSED

FOUND. PLAN

Drawn By: JED

AR-3

01'

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

0" 3"

1' 2' 12'

FOUNDATION PLAN

3' 4' 5' 6' 8'

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4M Proj. # 4M-2025-004

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ROOF & FRAMING

PLAN

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AR-4

01'

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

0" 3"

1' 2' 12'

ROOF FRAMING PLAN

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

3' 4' 5' 6' 8'

ROOF PLAN

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4M Proj. # 4M-2025-004

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AR-5.1

EXISTING SLOPE IN FLOOR TO BE

CORRECTED TO PROVIDE A LEVEL FLOOR

SURFACE THROUGH OUT THE BUILDING.

RAISE ALL ADJACENT FLOORS TO THE

CORRECT LEVEL AS NEEDED. CURRENT

ELEVATION CHANGE IS +/- 2.5"

SEEN HERE ARE ROBINSON'S GROCERY

EXISTING INTERIOR ELEMENTS. REMOVE ALL

EXISTING INTERIOR ELEMENTS AND

EQUIPMENT. ENSURE ALL EXISTING UTILITIES

ARE INOPERABLE AND CAP ALL EXISTING

UTILITY SERVICES; WATER, SANITARY SEWER,

ELECTRICAL AND NATURAL GAS.

CURRENT NORTH ELEVATION IS TO BE

RE-PAINTED. THE WOODEN SHED STYLE

ADDITION IS TO BE DEMOLISHED AND

REBUILT WITH A CONCRETE BLOCK

STRUCTURE TO MIMIC THE ORIGINAL

CONDITION FOR SECURITY PURPOSE.

SIMILAR ROOF STYLE TO BE

RECONSTRUCTED.

ORIGINAL SUPPORT COLUMN TO BE

REMOVED, REPLACED, & RELOCATED AS

NEEDED FOR THE NEW ROOF STRUCTURE

PER STRUCTURAL DRAWINGS. AFTER

DEMOLISHING THE EXISTING ROOF THE

TEMPORARY SUPPORT WALLS CAN BE

REMOVED PRIOR TO NEW STRUCTURAL

SUPPORTS AND NEW ROOF.

CURRENT SOUTH ELEVATION IS TO BE

RE-PAINTED. MURALS NOT TO BE SAVED.

PARAPET WALL TO BE EVALUATED AT THE

TOP AND BLOCKED TO BE REPLACED IF

NEEDED TO ALLOW THE EXTENTION OF THE

WALL UP TO THE SAME LEVEL AS THE FRONT

& NORTH SIDES. REMOVE ALL DAMAGED

BLOCKS BEFORE ADDING NEW BLOCKS.

THE WOODEN SHED STYLE ADDITION IS TO

BE DEMOLISHED AND REBUILT WITH A

CONCRETE BLOCK STRUCTURE TO MIMIC

THE ORIGINAL CONDITION FOR SECURITY

PURPOSE. SIMILAR ROOF STYLE TO BE

RECONSTRUCTED. WINDOW LOCATION TO

BE PRESERVED IN NEW REPLICATION WITH

SECURE MATERIALS.

EXISTING ENTRY SLAB TO BE CLEANING &

REPAIRED AS NEEDED TO REMAIN. EXISTING

CONCRETE STEPS ARE TO BE REMOVED

AND RECONSTRUCTED AS THEY WERE

HISTORICALLY. NEW COLUMN BASES TO BE

ANCHORED & DRESSED OUT. HANDRAIL TO

BE ADDED TO ONE SIDEOR CENTER OF THE

STEPS FOR ACCESSIBILITY

EXISTING ROBINSON'S GROCERY PIER

FOUNDATIONS AT NORTHSIDE WOOD

ADDITION TO BE DEMOLISHED AND

RECONSTRUCTED WITH CMU WALL AND

FOOTER UNDERGROUND. FILL AND POUR

4" CONCRETE SLAB FLOOR WITH WWM

WITHIN THE NEW PERIMETER WALL. MATCH

INTERIOR FLOOR ELEVATION.

EXISTING CANOPY TO BE RE-ENFORCED

STRUCTURALLY WITH NEW GIRDER BEAM &

NEW COLUMNS. RELOCATE COLUMNS AS

SHOWN IN PLANS. ANGLE BRACED TO BE

ELIMINATED THEY ARE NON-HISTORIC.

ORIGINAL CANOPY WAS HELD BY CABLES,

COLUMNS ARE TO BE ADDED WITH BETTER

PLACEMENTS IN A STYLE TO MATCH THE ERA.

CURRENT ROBINSON'S GROCERY LOWER

CEILING AREA IN EXISITNG SOUTH

ADDITION. REMOVE ALL CEILINGS & REPAIR

PARAPET, REFRAME ROOF STRUCTURE &

INSTALL NEW ROOFING. AFTER RE-ROOF

INSTALL NEW MECHANICAL & ELECTRICAL

SYSTEMS & THEN INSTALL NEW CEILINGS

ROBINSONS GROCERY - EXTEND STEPPED

PARAPET ON SOUTH WALL TO LEVEL ENTIRE

ROOF PARAPET WITH FRONT ELEVATION

(WEST FACING) ALL MECHANICAL

EQUIPMENT ON THE GROUND AND ON THE

ROOF TO BE REMOVED AND DISPOSED OF

IN AN APPROPRIATE MANNER.

EAST ELEVATION INFILL CELLS OF

VENTELATION BLOCKS WITH GROUT HARD

TROWEL FINISH OR REPLACE THE BLOCKS

AND THEN PAINT OVER. ALL EXISTING

DAMAGED ROOF OVERHANGS TO BE

REMOVED. NEW ROOFING PARAPET WITH

SUPPERS TO BE ADDED.

ROBINSON S GROCERY REMOVE ALL

EXISTING FLOOR TILE, AND OTHER FINISHED

FLOORING- LEVEL INTERIOR OF ENTIRE

BUILDING. REMOVE AND REPLACE

DOORWAYS AND SHAPE CONCRETE

FLOOR TO MEET ACCESSIBILITY STANDARDS

ROBINSONS GROCERY INTERIOR -REMOVE

ALL INTERIOR EQUIPMENT INCLUDING WALK

IN COOLER CASE, EXISTING HVAC AND

PLUMBING FIXTURES. ALL INTERIOR

CABINETRY, COUNTER TOPS, ACCESSORIES,

AND INTERIOR WALLS TO BE REMOVED.

ALL ELECTRICAL ELEMENTS TO BE REMOVED.

ROBINSONS GROCERY INTERIOR LEVEL

FLOORING - REMOVE AND REPLACE

DOORWAYS AND SHAPE CONCRETE

FLOOR TO MEET ACCESSIBILITY STANDARDS.

EXISTING SUMP TO BE FILLED AND LEVELED

WITH THE REST OF THE FLOOR. DOOR

THRESHOLD ELEVATIONS MAY BE ADJUSTED.

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4M Proj. # 4M-2025-004

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ALL INTERIOR SPACES ARE TO BE VOID OF

ALL CABINETRY, SHELVING, COUNTERTOPS,

INTERIOR WALLS, & INTERIOR FLOOR

FINISHES. REMOVE ALL MECHANICAL,

ELECTRICAL, & PLUMBING FIXTURES.

INTERIOR ELEMENTS ARE ALL TO BE

REMOVED.

EXISTING PARTICAL BOARD SHED WITH SLAB

ROOF TO BE DEMOLISHED COMPLETELY,

AND WILL NOT BE RE-CONSTRUCTED IN

PREPARATION FOR NEW ADA ACCESSIBLE

ENTRY DOOR. CONCRETE PAD CAN

REMAIN IF AT THE APPROPRIATE ELEVATION

WITH THE INTERIOR FLOOR OR POURED

OVER TO THE APPROPIATE ELEVATION.

ALL MECHANICAL & ELECTRICAL TO BE

REMOVED FROM ALL EXTERIOR PERIMETER

WALLS & GRADE SURFACES OF THE

BUILDING. ALL EXTERIOR GARBAGE &

DEBRIS TO BE REMOVED OF AND DISPOSED

OF IN AN APPROPRIATE MANNER. WALL

MOUNTED FIXTURES TO BE REMOVED AND

SURFACES TO BE REPAIRED.

DOOR AND CANOPY TO BE REMOVED &

INFILLED WITH NEW BLOCK TO CONSTRUCT

THE NEW CMU WALL OF THE ADA

RESTROOMS. INFILL IN A MANNER THAT THE

SURFACES DO NOT LOOK OUT OF PLACE

IN THE NEW WALL. LOOK AS THE DOOR

NEVER EXISTED IN THIS EXISTING WALL.

PATCH AND PAINT SURFACES.

REMOVE AND REPLACE DAMAGED GLASS

BLOCKS. PATCH AND PAINT THE EXTERIOR

WALLS. REMOVE AND CAP ANY

NON-ESSENTIAL PLUMBING PROTRUSIONS

THRU THE EXTERIOR WALLS & FILL AND

PATCH THE HOLES PRIOR TO PAINT. ISOLATE

ARE NEW SERVICE ENTRIES AND EXITS TO

ONE CENTRALIZED LOCATION.

ENLARGED IMAGE FOR CLARITY.

REMOVE GAS METER AND BUILDING

PENETRATION THROUGH THE WALL PATCH

AND REPAIR WALL. STEP PARAPET TO BE

ADDED TO AND RISE TO THE EXISTING

ELEVATION OF THE FRONT ENTRY WALL. ALL

MECHANICAL, ELECTRICAL AND PLUMBING

TO BE REMOVED UNLESS ESSENTIAL TO THE

PRECIEVED USE OF THE BUILDING. CHAIN

LINK FENCING TO BE REMOVED, REPAIRED

OR RELOCATED AS PER THE DRAWING.

REAR CORRIDOR OF THE BUILDING &

RESTROOM . REMOVE ALL PLUMBING

FIXTURES INCLUDING BUT NOT LIMITED TO

LAVATORIES, TOILETS, KITCHEN SINKS,

WATER HEATER. PIPING, & ANY WALL

ACCESSORIES ASSOCIATED WITH THE

PREVIOUS FUNCTIONS OF THIS SPACE.

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CONSTRUCTION

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4M Proj. # 4M-2025-004

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BUILDING

SECTIONS

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FULL BUILDING SECTION THROUGH EXIISTING STRUCTURE

SCALE: 1/2"=1'-0"

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4M Proj. # 4M-2025-004

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BUILDING

SECTIONS

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BUILDING SECTION THROUGH NEW BATHROOM ADDITION

SCALE: 1/2"=1'-0"

BUILDING SECTION THROUGH NEW INVENTORY ROOM

SCALE: 1/2"=1'-0"

M

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UNION

ACCESS PANEL AP

MIN. INVERT ELEVATION 36" B.F.F.

MIN. I.E. =

AAV

EX ###EXISTING SYSTEM PIPING

EX ###

PLUMBING LEGEND

COLD WATER SUPPLY

SANITARY

ELBOW, TURNED DOWN

ELBOW, TURNED UP

VENT THROUGH ROOF

HB HOSE BIBB

UNO UNLESS NOTED OTHERWISE

ECO EXTERIOR CLEANOUT

SK STAINLESS STEEL SINK

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

DN DOWN

VENT THROUGH ROOF

WCO WALL CLEAN OUT

HD HUB DRAIN

CO CLEAN OUT

CWV COMBINATION WASTE AND VENT

C CONDENSATE

FD FLOOR DRAIN

FCO FLOOR CLEANOUT

WATER CLOSET

L LAVATORY

EWC ELECTRIC WATER COOLER

CONDENSATE C

ABBREVIATIONS

IRP IN-LINE RECIRCULATION PUMP

RECIRCULATION PUMP

CHECK VALVE / BACKFLOW PREVENTOR

120 HOT WATER SUPPLY

HOT WATER RETURN

HWR HOT WATER RETURN

EX EXISTING

GWH GAS WATER HEATER

PLUMBING FIXTURE

WALL HYDRANTWH

WC

VTR

PF

EWH ELECTRIC WATER HEATER

FREEZE PROOF WALL HYDRANTWHY

MS MOP SINK

SAN SANITARY WASTE

IM ICE MAKER VALVE BOX

HOSE BIBB WITH VACUUM BREAKER

WALL CLEANOUT

FLOOR CLEANOUT

FLOOR DRAIN

FLOW CONTROL VALVE

BALL VALVE

DHW

VENT PIPING

FC FLOW CONTROL VALVE

HWR

DCW

SAN

VENT

RCP-#

TO BE DEMOLISHED

LIMITS OF DEMOLITION

CONNECT TO EXISTING

DEMOLITION KEYNOTE

RENOVATION KEYNOTE

HB-#

WCO

FCO

FD

VTR

DN

UP

FLOOR SINK FS

STORM ST

WATER METER

STORM OVERFLOW OF

KITCHEN GREASE SANITARY GW

PRESSURE REGULATOR

SOLENOID SHUTOFF VALVE

WATER HAMMER ARRESTERWHA

TYP TYPICAL

TMV THERMOSTATIC MIXING VALVE

UR URINAL

SH SHOWER

AAV AIR ADMITTANCE VALVE

AFF ABOVE FINISHED FLOOR

AHAP AS HIGH AS POSSIBLE

BFP BACK FLOW PREVENTOR

BFF BELOW FINISHED FLOOR

BF BELOW FLOOR

BG BELOW GRADE

IE INVERT ELEVATION

EXPANSION TANKXT

ALL MAY NOT APPLY

ELBOW, 90°

CONNECTION, TOP

CONNECTION, BOTTEM

CONNECTION, SIDE

CAP, AIR AND WATER TIGHT

AIR ADMITTANCE VALVE (BOD: STUDOR)

BOD BASIS OF DESIGN

WASH MACHINE BOXWMB

POTABLE WATER

1.ALL POTABLE WATER PIPING SHALL BE DISINFECTED IN ACCORDANCE WITH THE

PLUMBING CODE AND VERIFIED BY WRITTEN REPORT FROM THE STATE BOARD OF

HEALTH.

2.ALL PLUMBING PIPING SHALL BE CONCEALED IN FLOORS, WALLS, OR ABOVE CEILINGS AS

APPLICABLE EXCEPT AT IMMEDIATE FIXTURE.

3.PROVIDE HANGERS FOR SUPPLY PIPING AT A MAXIMUM SPACING OF 3 FEET.

4.PROVIDE WATER HAMMER ARRESTORS AT EACH FIXTURE, QUICK CLOSING VALVE, OR

BATTERY OF FIXTURES WHERE REQUIRED AND PER FBC-P 604.9. ARRESTORS SHALL BE

FACTORY FABRICATED. SIZED PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I

WH-201. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER HAMMER

ARRESTORS AS SPECIFIED.

5.BALL VALVES 1/4" THRU 2" SHALL BE TWO PIECE - 600 WOG, TEFLON SEATS, ANSI 316

STAINLESS STEEL BALL AND STEM (EXTENSION STEM ON INSULATED HOT WATER AND

TEMPERED HOT WATER), BRONZE BODY WITH THREADED OR SOLDER ENDS.

6.DURING CONSTRUCTION ALL PRESSURE PIPING SYSTEMS SHALL RECEIVE A

HYDROSTATIC TEST OF 1-1/2 TIMES THE OPERATING PRESSURE FOR A PERIOD OF NOT

LESS THAN EIGHT (8) HOURS. NO LEAKAGE EVIDENT DURING THE TEST PERIOD IS

ALLOWED. NOTIFY THE ARCHITECT AND ENGINEER OF RECORD 24 HOURS IN ADVANCE OF

ANY TESTING SO THAT THEY MAY OBSERVE IF THE NEED IS CALLED FOR. PIPING SYSTEMS,

EQUIPMENT, SPECIALTIES, PUMPS, TRAPS, VALVES, STRAINERS, ETC. SHALL BE INSPECTED

AND TESTED FOR PROPER FUNCTIONALITY AT THE CONCLUSION OF CONSTRUCTION AND

ANY LEAKAGE OR MALFUNCTIONS SHALL BE REPAIRED.

7.PROVIDE ISOLATION AND ASSE1024 DUAL CHECK BACKFLOW PREVENTION BEFORE AND

BEVERAGE CONNECTION, CARBONATED DEVICE(ASSE1022), STERILIZATION EQUIPMENT,

AND ICE MACHINE SUPPLY, PER FBC-P608.3 AND 608.17.

8.MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED.

9.ALL PRESSURE PIPING SHALL BE INSTALLED ABOVE CEILING AND IN WALLS UNLESS

NOTED OTHERWISE.

10.BELOW GRADE

10.1.PIPING SHALL BE COATED WITH HEAVY TROWEL GRADE LION OIL CO. NOKORODE

SEALKOTE OR APPROVED EQUAL.

10.2.UNDERGROUND SERVICE PIPING SHALL BE COPPER TUBING.

11.PIPING SPECIFICATIONS

11.1.ABOVE GRADE DOMESTIC COLD WATER SUPPLY PIPING SHALL BE HIGH IMPACT

CPVC WITH SOLVENT WELD FITTINGS.

11.1.1.PROVIDE TRANSITION FITTINGS AS REQUIRED TO INSTALL VALVES, FIXTURE

STOPS, EQUIPMENT AND OTHER COMPONENTS.

11.1.2.ALL PIPES AND FITTINGS SHALL CONFORM TO ASTM 1784.

11.2.PIPING LOCATED IN RETURN AIR PLENUMS SHALL BE TYPE L HARD COPPER TUBE

OR CPVC WITH 1" THICK FIRE WRAP INSULATION SEALED TO PROVIDE FS/SD=25/50.

11.3.EXPOSED PIPING SHALL BE TYPE L HARD COPPER TUBE PAINTED TO MATCH

ADJACENT ARCHITECTURAL SURFACE.

12.INSULATION SPECIFICATIONS

12.1.INSULATE COLD WATER SUPPLY PIPING IN EXTERIOR WALLS AND ATTIC AS WELL AS

ALL HOT WATER WITH 1" IMCOLOCK PRE-SLIT, PRE-GLUED INSULATION. INSULATE

FITTINGS WITH MITERED CUT PIECES OF IMCOLOCK, 1" INSULATION.

12.2.THERE SHALL BE NO EXPOSED HOT WATER SUPPLY PIPING EXCEPT WITHIN

MECHANICAL OR EQUIPMENT ROOMS.

12.3.PIPING UNDER HANDICAPPED LAVATORIES SHALL BE INSULATED PER AMERICANS

WITH DISABILITIES ACT WITH FACTORY FABRICATED SEAMLESS MICROBIAL PVC

RESIN INSULATION.

13.EXPOSED PIPING

13.1.ALL EXPOSED PIPING SHALL BE COORDINATED WITH OTHER ABOVE-CEILING

SYSTEMS SAND ROUTED TO AVOID CONFLICTS EVEN IF ITS ROUTING IS DIFFERENT

THAN THAT WHICH IS SHOWN ON THESE PLANS.

13.2.ALL EXPOSED PIPING SHALL BE INSTALLED NEAT AND ORDERLY. PAINT TO MATCH

ADJACENT ARCHITECTURAL SURFACE OR AS DIRECTED BY ARCHITECT.

SUBMITTAL REQUIREMENTS

1. USE OF AN APPROVAL STAMP ON SUBMITTAL DOCUMENTS CERTIFIES THAT THE

CONTRACTOR HAS COMPLIED WITH THE CONTRACT DOCUMENT REQUIREMENTS.

2. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM

REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECT/ENGINEER'S

APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTAL ITEMS

UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT/ENGINEER IN

WRITING OF SUCH DEVIATION AT THE TIME OF SUBMITTAL AND THE ARCHITECT/ENGINEER

HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. THE CONTRACTOR SHALL

NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS,

PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTAL ITEMS BY THE ARCHITECT/ENGINEER'S

APPROVAL THEREOF.

3. CONTRACTOR SHALL SUPPLY TO THE ARCHITECT SUBMITTALS ON THE FOLLOWING

WHERE APPLICABLE (ALL MAY NOT APPLY):

A. PLUMBING FIXTURES

B. PIPE AND FITTINGS

C. INSULATION MATERIALS

D. PLUMBING ACCESSORIES AND SPECIALITIES

E. VALVES

F. HOT WATER HEATER

ENERGY SYSTEMS - WATER HEATING

1. SERVICE WATER HEATING EQUIPMENT SHALL ALLOW LAVATORY OUTLET

TEMPERATURES IN PUBLIC FACILITY RESTROOMS SHALL BE LIMITED TO 110°F. CONTROL

BY TMV.

2. WATER-HEATING EQUIPMENT AND HOT WATER STORAGE TANKS SHALL MEET THE

REQUIREMENTS OUTLINED IN FBC CHAPTER 4, TABLE C404.2 AND THE EFFICIENCY SHALL

BE VERIFIED THROUGH DATA FURNISHED BY THE MANUFACTURER THROUGH

CERTIFICATION UNDER AN APPROVED CERTIFICATION PROGRAM.

3. ALL HOT WATER SUPPLY AND RECIRCULATION PIPING IN THE HOT WATER SYSTEM SHALL

BE INSULATED WITH MINIMUM 1IN OF INSULATION HAVING A CONDUCTIVITY OF 0.27 (BTU /

IN / H X FT^2 X °F).

4. CIRCULATING HOT WATER SYSTEM PUMPS OR HEAT TRACE SHALL BE ARRANGED TO BE

TURNED OFF EITHER AUTOMATICALLY OR MANUALLY WHEN THERE IS LIMITED HOT WATER

DEMAND. READY ACCESS SHALL BE PROVIDED TO THE OPERATING CONTROLS.

5. FOR NON-CIRCULATING STORAGE WATER TANKS HEAT TRAPS MUST BE INSTALLED ON

THE SUPPLY AND DISCHARGE PIPING ASSOCIATED WITH THE EQUIPMENT.

6. CONDENSER HEAT RECOVERY SHALL BE INSTALLED FOR HEATING OR REHEATING OF

SERVICE HOT WATER, PROVIDED THE FACILITY OPERATES 24 HOURS A DAY, THE TOTAL

HEAT CAPACITY OF WATER-COOLED SYSTEMS EXCEEDS 6,000,000 BTU/HR OF HEAT

REJECTION, AND THE DESIGN SERVICE WATER HEATING LOAD EXCEEDS 1,000,000 BTU/HR.

THE HEAT RECOVERY SHALL PROVIDE THE SMALLER OF EITHER: 60% OF THE PEAK HEAT

REJECTION LOAD AT DESIGN CONDITIONS, OR PROVIDE THE PREHEATING REQUIRED TO

RAISE THE PEAK SERVICE HOT WATER DRAW TO 85°F.

EXTERIOR CLEANOUT SCHEDULE

TYPE JR SMITH M#

ONE WAY(CAST IRON 4223L

BODY, BRONZE PLUG,

CAST IRON TOP

TAPER THREAD)

TWO WAY (CAST IRON 4223L

BODY, BRONZE PLUG,

CAST IRON TOP

TAPER THREAD)

INTERIOR CLEANOUT SCHEDULE

LOCATION TYPE JR SMITH M#

FLOOR (FCO) 4028C

(CAST IRON BODY, BRONZE

PLUG, NICKEL BRONZE TOP)

WALL (WCO) 4532S

(CAST IRON BODY, BRONZE

PLUG STAINLESS STEEL COVER)

EXPOSED (TCO) HORIZONTAL 4400C

(CAST IRON BODY, BRONZE VERTICAL 4512S

PLUG, THREADED CAP)

WATER HAMMER ARRESTOR SCHEDULE

FIXTURE UNIT 1-11 12-32 33-60 61-113 114-154 155-330

JR SMITH M# 5005 5010 5020 5030 5040 5050

CODE REFERENCE (ALL MAY NOT APPLY)

THE LATEST EDITIONS OF THE ESTABLISHED STANDARDS OF THE FOLLOWING

ORGANIZATIONS, AND INDIVIDUAL STANDARDS NAMED SHALL BE FOLLOWED THE SAME AS

IF THEY WERE FULLY WRITTEN HEREIN AND CONSTITUTE A PART OF THE SPECIFICATION

REQUIREMENTS EXCEPT WHERE OTHERWISE SPECIFIED:

FBC, BUILDING FLORIDA BUILDING CODE 8TH EDITION

FBC, MECHANICAL FLORIDA BUILDING CODE 8TH EDITION

FBC, EXISTING BUILDINGFLORIDA BUILDING CODE 8TH EDITION

FBC, FUEL GAS FLORIDA BUILDING CODE 8TH EDITION

FBC, ENERGY CONSERVATION FLORIDA BUILDING CODE 8TH EDITION

FFPC FLORIDA FIRE PREVENTION CODE, 2023 8TH EDITION

NFPA 54 NATIONAL FUEL GAS CODE

NFPA 101 LIFE SAFETY CODE

NFPA 101A GUIDE ON ALTERNATIVE APPROACHES TO LIFE SAFETY

NFPA 101B CODE FOR MEANS OF EGRESS FOR BUILDINGS AND

STRUCTURES

NFPA 900 BUILDING ENERGY CODE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ADA AMERICAN WITH DISABILITIES ACT

UL UNDERWRITERS LABORATORIES

THESE CODE AND STANDARDS SHALL BE CONSIDERED A MINIMUM REQUIREMENT. THE

CONTRACTOR SHALL NOT RELIEVED FROM PROVIDING HIGHER GRADE MATERIALS,

PRODUCTS AND WORKMANSHIP WHICH MAY BE SPECIFIED WITHIN THESE DOCUMENTS.

PLUMBING GENERAL NOTES

1. LOCATIONS OF ANY WASTE AND SUPPLY PIPING SHOWN ARE ONLY APPROXIMATE. THE

PLUMBING CONTRACTOR SHALL VERIFY THESE LOCATIONS BEFORE PROCEEDING WITH

WORK.

2. ALL PLUMBING PIPE SHALL BE RUN STRAIGHT, SQUARE, AND LEVEL. NO SAGGING OF

PLUMBING PIPING SHALL BE ACCEPTED.

3. ALL DRAINAGE PIPING 3" AND LARGER SHALL HAVE A MINIMUM SLOPE OF 1/8" PER FOOT, PIPING 2-1/2" AND SMALLER SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT UNLESS

OTHERWISE NOTED.

4. VENT PIPING SHOWN ON FLOOR PLAN IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS.

5. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR

METALS.

6. VALVES AND FITTINGS SHALL BE OF THE SAME SIZE AS THE LINE IN WHICH THEY ARE

INSTALLED.

7. ALL WATER SANITARY WASTE, VENT AND SUPPLY PIPING SHALL BE INSTALLED AS CLOSE

TO PLANS AS POSSIBLE WITH NO CHANGE IN SIZING.

8. SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS, MOUNTING

HEIGHTS, DIMENSIONS AND ADDITIONAL REQUIREMENTS NOT COVERED ON THESE

DRAWINGS.

9. PIPING SHALL NOT BE RUN ABOVE ELECTRICAL OR SERVER EQUIPMENT, COORDINATE

WITH FIELD CONDITIONS.

10. DO NOT PENETRATE WALL FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES.

WHERE ABSOLUTELY NECESSARY, ALL PIPES PENETRATING BEARING WALL OR FOOTING

MUST BE SLEEVED AND IN A LOCATION APPROVED BY THE STRUCTURAL ENGINEER.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING

DEVICES OR ALL FIXTURES INCLUDED IN THESE CONTRACT DOCUMENTS.

12. WALL BRACKETS, HANGERS, SUPPORTS, ETC. SHALL BE PROVIDED WHERE REQUIRED

IN ACCORDANCE WITH THE BEST STANDARD PRACTICE OF THE TRADE AND AS PER CODE.

ADDITIONAL SUPPORTS SHALL BE PROVIDED TO TRANSMIT LOADS TO THE MAIN

STRUCTURE WHERE REQUIRED. CPVC PIPING SUPPORTS SHALL BE 3'-0" ON CENTER FOR

1/2" THRU 1" AND 4'-0" ON CENTER FOR 1-1/2" AND LARGER. ALL EXPOSED SUPPORTS SHALL

BE HOT DIPPED GALVANIZED OR FIBERGLASS REINFORCED "UNISTRUT" TYPE INCLUDING

HARDWARE.

13. POWER WIRING, PANELS, TRANSFORMERS, AND DISCONNECT SWITCHES FOR

PLUMBING EQUIPMENT SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL

CONTRACTOR. ALL CONTROL WIRING, RELAYS, AND PANELS SHALL BE PROVIDED AND

INSTALLED BY THE PLUMBING CONTRACTOR. ALL MOTOR STARTERS REQUIRED FOR ANY

PLUMBING EQUIPMENT SHALL BE FURNISHED BY THE PLUMBING CONTRACTOR AND

INSTALLED BY THE ELECTRICAL CONTRACTOR.

14. INSTALL ACCESS PANELS (MINIMUM 18x18) WHERE EQUIPMENT REQUIRING ACCESS

RESIDES ABOVE AN INACCESSIBLE CEILING TYPE.

15. ALL CONCEALED VALVES, WATER HAMMER ARRESTORS, CLEANOUTS, ETC.,

CONCEALED IN WALLS SHALL BE PROVIDED WITH AN ACCESS PANEL, ZURN MODEL ZN-1460

OR APPROVED EQUAL.

16. ALL CONCEALED PIPING IN CHASE AREAS SHALL BE SUPPORTED WITH A PIPING

SUPPORT SYSTEM, SUMNER POSIFIX, STAKFIX AND CHANNEL OR APPROVED EQUAL.

17. PURGE, CLEAN, DISINFECT & TEST WATER PIPING SYSTEMS. SUBMIT REPORT & WATER

SAMPLES TO A.H.J. USE PROCEDURE PRESCRIBED BY A.H.J., OR IF METHOD NOT

PRESCRIBED USE AWWA C651 OR AWWA C652.

18. CONTRACTOR SHALL INSTALL WATER HAMMER ARRESTORS AT ALL QUICK CLOSING

VALVES. REFER TO FPC 604.9.

CONDENSATE, SANITARY WASTE AND VENT

1.GRAVITY FLOW SYSTEMS HAVE SPACE PRIORITY FOR SLOPING PIPES.

2.SLOPING PIPES SHALL BE STARTED AT THE HIGHEST POINT POSSIBLE.

3.ALL SOIL, WASTE, AND VENT PIPING SHALL BE TESTED IN ACCORDANCE WITH THE

FLORIDA BUILDING CODE AND LOCAL PERMITTING AUTHORITIES REQUIREMENTS.

4.THE GENERAL CONTRACTOR SHALL VERIFY ALL FLOOR DRAIN AND WATER SUPPLY

LOCATIONS BEFORE POURING SLABS.

5.CONDENSATE, SANITARY AND VENT PIPING SHALL BE COLLECTED AND TERMINATED AT A

POINT SHOWN ON THE DRAWINGS.

5.1.PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CONDENSATE PIPES AFTER

AIR UNIT TRAP, MECHANICAL CONTRACTOR RESPONSIBLE FOR FIRST 12" OF

CONDENSATE AND TRAP.

6.INVERT SHOWN ON PLANS IS AN ESTIMATE OF MINIMUM INVERT CALCULATED USING

ENGINEERING ESTIMATES OF SLOPE, FITTING DIMENSIONS AND OTHER FACTORS THAT

MAY NOT MATCH THE EXACT FIELD CONDITIONS. DUE DILIGENCE HAS BEEN PUT FORTH TO

COORDINATE THIS WITH THE SITE CONNECTIONS BUT IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY ACTUAL SITE CONNECTION INVERT AND ITS CONNECTION TO THE

BUILDING SERVICE PIPING. ANY ISSUES SHALL BE BROUGHT TO THE ATTENTION OF THE

EOR PRIOR TO COMMENCING WITH INSTALLATION OF UNDERGROUND PIPING.

7.WHEN REQUIRED BY CODE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL AN AIR

GAP SERVING INDIVIDUAL FIXTURES, DEVICES, OR APPLIANCES.

8.ALL SANITARY WASTE LINES SHALL BE INSTALLED UNDER THE FLOOR SLAB, UNLESS

OTHERWISE NOTED. VENT PIPING SHALL BE INSTALLED ABOVE CEILING AND IN WALLS

UNLESS NOTED OTHERWISE.

9.FLOOR DRAIN TRAPS SHALL BE DEEP SEAL (MIN. 4"). FURNISH AND INSTALL TRAP

PRIMERS, WHERE INDICATED, OR IF LOCAL CODES REQUIRE THEM. VERIFY AND INCLUDE IN

BID. PER FBC-P 1002.4 ANY TRAPPED FIXTURE SUBJECT TO EVAPORATION SHALL BE

FURNISHED WITH 1/2" TRAP PRIMER CONNECTION TO NEAREST DCW WATER SUPPLY LINE,

WITH VALVE CONFORMING TO ASSE1018. USE SELF SEAL RUBBER TYPE THAT CONFORM TO

ASSE1044 FOR REMOTE DRAINS THAT ARE OVER 20' FROM THE WATER SUPPLY.

10.SIZE AND LOCATION OF CLEANOUTS SHALL BE IN ACCORDANCE WITH FLORIDA

PLUMBING CODE AND ALL JURISDICTIONAL REGULATIONS.

11.PIPING SPECIFICATIONS

11.1.CONDENSATE, DOMESTIC WASTE, AND VENT PIPING SHALL BE SCHEDULE 40

PVC/DWV PIPE WITH SOLVENT WELD DRAINAGE FITTINGS CONFORMING TO ASTM

D-2665.

11.2.VENT PIPING SHALL BE MINIMUM OF 2", UNLESS NOTED OTHERWISE.

11.3.PIPING INSTALLED WITHIN A RETURN AIR PLENUM SHALL BE CAST IRON WITH HUB

AND SPIGOT FITTINGS OR PVC PIPING WITH 1/2" THICK FIRE WRAP INSULATION

SEALED TO PROVIDE FS/SD=25/50.

11.4.UNLESS NOTED OTHERWISE, ASSUME ALL COMBINED DISCHARGE CONNECTIONS

ARE WYE TYPE.

12.EXPOSED PIPING

12.1.ALL EXPOSED PIPING SHALL BE COORDINATED WITH OTHER ABOVE-CEILING

SYSTEMS AND ROUTED TO AVOID CONFLICTS EVEN IF ITS ROUTING IS DIFFERENT

THAN WHAT IS SHOWN ON THESE PLANS.

12.2.ALL EXPOSED PIPING SHALL BE INSTALLED NEAT AND ORDERLY. PAINT TO MATCH

ADJACENT ARCHITECTURAL SURFACE OR AS DIRECTED BY ARCHITECT.

GENERAL NOTES

1. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANY MISUSE AND/OR

MISREPRESENTATION OF THIS SET OF DOCUMENTS.

2. THE SUB CONTRACTOR ASSUMES RESPONSIBILITY FOR THE USE OF THE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL MAKE THEMSELVES AWARE OF PROJECT

CONDITIONS AND OWNER REQUIREMENTS PRIOR TO PROCUREMENT OF EQUIPMENT AND

SERVICES. CHANGES IN PROJECT COST WILL NOT BE GRANTED DUE TO FIELD CONFLICTS

AND OR PROJECT CONDITIONS.

3. THIS SET OF DRAWINGS AND SPECIFICATIONS SHALL NOT BE CONSIDERED A SET OF

CONSTRUCTION DOCUMENTS UNLESS A SIGNATURE AND DATE ARE AFFIXED TO THE

DRAWINGS AND SPECIFICATIONS BY THE ENGINEER OF RESPONSIBLE CHARGE OF THE

GIVEN DISCIPLINE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED UNLESS EMBOSSED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED

ON ELECTRONIC COPIES.

4. CONFLICTS BETWEEN THIS SET OF DRAWINGS AND THE CONTRACT SPECIFICATIONS

SHALL BE RESOLVED BY THE ENGINEER OF RECORD. THE SUB CONTRACTOR DOES NOT

HAVE THE AUTHORITY TO INTERPRET CONFLICTS AND RESOLVE ISSUES WITHOUT WRITTEN

DIRECTION FROM THE ENGINEER OF RECORD.

5. ANY CONFLICTS IN THE FIELD OR WITHIN THESE DOCUMENTS SHALL BE RECORDED AND

PROVIDED TO THE ENGINEER OF RECORD ON THE SUB CONTRACTOR'S STANDARD

LETTERHEAD. WRITTEN DIRECTION RESOLVING CONFLICT WILL BE ISSUED BY THE

ENGINEER OF RECORD.

6. PRIOR TO INSTALLATION, COORDINATE AND ADJUST THE FINAL LOCATION OF ALL WALL

MOUNTED DEVICES AND EQUIPMENT WITH ALL CASEWORK, SHELVING OR OTHER WALL

MOUNTED FURNISHINGS.

7. PLANS ARE DIAGRAMMATIC IN NATURE AND INTENDED TO SHOW THE GENERAL SCOPE

OF THE WORK TO BE PERFORMED. REFER TO ARCHITECTURAL AND STRUCTURAL

DRAWINGS FOR ALL DIMENSIONS.

8. DUE TO THE SMALL SCALE OF THE DRAWINGS, AND TO UNFORESEEN JOB CONDITIONS,

ALL REQUIRED OFFSETS, TRANSITIONS AND FITTINGS MAY NOT BE SHOWN BUT SHALL BE

PROVIDED AT NO ADDITIONAL COST.

9. THE SUB CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND EXISTING

EQUIPMENT TO ENSURE THE EQUIPMENT SPECIFIED WILL WORK FOR THE SPACES

PROVIDED. FINAL DIMENSIONS OF SYSTEMS SHOWN ON THESE PLANS SHALL BE

COORDINATED IN THE FIELD. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR

PROVIDING OFFSETS AND TRANSITIONS TO FIT IN SPACES PROVIDED AND AT NO COST TO

THE OWNER.

10. THE SUB CONTRACTOR IS RESPONSIBLE FOR ANY SPECIAL REQUIREMENTS INVOLVED

IN INSTALLING EQUIPMENT IN THE BUILDING. DISMANTLING AND REASSEMBLING OF ANY

EQUIPMENT SHALL BE DONE AS REQUIRED TO BRING INTO THE BUILDING AND EQUIPMENT

ROOMS.

11. ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL BE PERFORMED BY

EXPERIENCED TRADESMEN, TRAINED, EXPERIENCED, AND SKILLED IN THE TASKS

INCIDENTAL TO THE PROJECT.

12. ALL WORK SHALL COMPLY WITH APPLICABLE OSHA AND EPS REGULATIONS AND

GUIDELINES.

13. THE SUB CONTRACTOR PERFORMING WORK ON THIS PROJECT WILL BE RESPONSIBLE

FOR REGULARLY CLEANING THE WORK AREA OF ANY DEBRIS ASSOCIATED WITH THE WORK

BEING PERFORMED. THE SITE SHALL BE CLEAN OF ALL CONSTRUCTION DEBRIS AT THE

COMPLETION OF THE JOB, BEFORE FINAL PAYMENT IS MADE.

14. REASONABLE PRECAUTIONS SHALL BE MADE FOR SAFETY AND HEALTH INCLUDING BUT

NOT LIMITED TO WARNING SIGNS, SAFETY PRECAUTIONS AND BARRICADES FOR

PEDESTRIANS.

15. COORDINATE ALL DEMOLITION, CLEANING AND CONSTRUCTION WORK. SUB

CONTRACTOR SHALL PROVIDE GENERAL CONTRACTOR A FULL CONSTRUCTION SCHEDULE.

16. SUB CONTRACTOR SHALL BE HELD TO PROVIDED SCHEDULE. THEY SHALL BE

RESPONSIBLE FOR PROVIDING SUFFICIENT MANPOWER AND EQUIPMENT TO COMPLETE

THE WORK IN THE TIME INDICATED.

17. THE SUB CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND SECURITY OF ALL

EQUIPMENT AND MATERIALS. THE LOCATION OF STORAGE SHALL BE RESTRICTED

SPECIFICALLY TO THE AREA ALLOTTED BY THE OWNER.

18. ALL ITEMS INSTALLED UNDER THE SCOPE OF THIS PROJECT SHALL BE NEW, CLEAN, AND

FREE OF DEFECTS.

19. IF DRAWING CHANGES ARE NEEDED FOR INSPECTION DUE TO FIELD CHANGES MADE BY

THE CONTRACTOR WITHOUT PRIOR APPROVAL OF THE ENGINEER AND AGREED UPON

TERMS, THEN THE SUB CONTRACTOR SHALL PAY HOURLY RATES TO THE ENGINEER OF

RECORD FOR MAKING NECESSARY CHANGES.

20. SUPPORTS, HANGERS, WIRING AND PIPING SHALL BE INSTALLED IN A NEAT FASHION

AND IN AN ORDERLY APPEARANCE.

21. FOR LOCAL WIND LOADS, REFER TO MECHANICAL DESIGN CRITERIA

22. PROTECT THE ROOF FROM DAMAGE WHENEVER ANY WORK ON THE ROOF IS REQUIRED.

23. SUB CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL PARTITIONS LABELED WITH A

SPECIAL LISTING ON THE ARCHITECTURAL PLANS. THIS INCLUDES FIRE, SMOKE

ACOUSTICAL AND OTHER UL WALL OR CEILING ASSEMBLIES.

24. STRUCTURAL PENETRATIONS INCLUDING BUT NOT LIMITED TO WALL, FLOOR OR BEAM

SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ALL BEAM SLEEVES AND

REINFORCING APPROVED BY STRUCTURAL ENGINEER SHALL BE FURNISHED AND

INSTALLED BY THE SUB CONTRACTOR.

25. SUB CONTRACTOR SHALL GUARANTEE THE WORK AND MATERIALS FOR PERIOD OF ONE

YEAR FROM THE DATE OF FINAL ACCEPTANCE. THIS GUARANTEE SHALL BE IN ADDITION TO

THE WARRANTIES PROVIDED BY THE MATERIAL SUPPLIES AND MANUFACTURERS.

26. VALUE ENGINEERING OR CHANGES TO PLANS MUST BE APPROVED BY THE ENGINEER

OF RECORD AND RESUBMITTED THROUGH THE BUILDING DEPARTMENT PRIOR TO BEING

INSTALLED.

27. FLOOR CLEANOUTS SHALL BE LOCATED NO MORE THAN 100 FEET APART IN

HORIZONTAL DRAINAGE PIPES. CLEANOUTS SHALL BE LOCATED AT EACH CHANGE OF

DIRECTION GREATER THAN 45 DEGREES.

28. CLEANOUTS SHALL BE LOCATED AT THE BASE OF EACH WASTE STACK. INSTALL

CLEANOUTS IN CONCEALED LOCATIONS.

29. WALL CLEANOUTS ARE REQUIRED IN THE BOTTOM COURSE OF MASONRY FOR EACH

GROUT POUR THAT IS MORE THAN 64" TALL. SEAL CLEANOUTS BEFORE AND AFTER GROUT.

30. WALL CLEANOUTS SHALL BE INSTALLED IN CONCEALED LOCATIONS WITH OPENINGS IN

A FINISHED WALL WITHIN 1.5" OF THE FINISHED WALL SURFACE.

PLUMBING SHEET INDEX

SHEET NUMBER SHEET NAME

P001 PLUMBING NOTES & LEGEND

P101 PLUMBING DEMOLITION FLOOR PLAN

P102 SANITARY FLOOR PLAN

P103 PRESSURE FLOOR PLAN

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

P901 PLUMBING RISER DIAGRAM

Brandon Klenck, PE FL 100085

C Co py rig ht

4M D es ign

G ro up P

A.

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