106348 - Frear Park Restaurant Pavilion - Phase 1- Issue for Bid.pdf

PROJECT GENERAL NOTES

1. THESE GENERAL NOTES ARE INTENDED TO COMPLIMENT THE

CONTRACT DOCUMENTS. REFER TO THE CONTRACT DOCUMENTS FOR

DETAILED INFORMATION AND ADDITIONAL REQUIREMENTS.

2. ALL WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO ALL

FEDERAL, STATE, AND LOCAL LAWS, STATUTES, ORDINANCES, CODES,

RULES AND REGULATIONS, OR LAWFUL ORDERS OF PUBLIC AUTHORITY.

PROMPTLY REPORT ANY NONCONFORMITY DISCOVERED TO THE

ARCHITECT.

3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF WORK

BY THE CONTRACTOR AND TO PROVIDE A COMPLETE, FULLY

OPERATIONAL BUILDING. PROVIDE ALL LABOR, MATERIALS AND

INCIDENTALS NECESSARY TO ACHIEVE THIS INTENT.

4. FAILURE OF THE DRAWINGS OR SPECIFICATIONS TO INDICATE EACH

INCIDENTAL SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING

THE NECESSARY ITEMS AS PART OF THIS CONTRACT. THE DRAWINGS

SHOW THE DESIGN, LOCATION, DESCRIBE THE QUALITY LEVEL AND

CONSTRUCTION TECHNIQUES IN A GENERAL SENSE ONLY.

5. ALL DETAILS ARE TYPICAL. WHAT IS SHOWN IN ONE CONDITION APPLIES

TO ALL OTHER SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE.

6. VERIFY THE FOLLOWING ITEMS AND REPORT ANY DISCREPANCIES TO

THE ARCHITECT PRIOR TO PROCEEDING WITH WORK, AND PROCEED

WITH THE WORK ONLY AFTER SUCH DISCREPANCIES ARE RESOLVED:

EXISTING CONDITIONS

WALLS, FLOORS, ROOFS, AND SUBSTRATES WHERE PRODUCTS AND

SYSTEMS ARE TO BE INSTALLED.

SIZE AND CONDITION OF WINDOW, DOOR, LOUVER, AND OTHER

OPENINGS WHERE PRODUCTS AND SYSTEMS ARE TO BE INSTALLED.

THE EXISTENCE, SIZE, AND LOCATION OF ALL EXISTING UTILITIES,

MECHANICAL AND ELECTRICAL SYSTEMS.

DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT DOCUMENTS.

UNSUITABLE SOILS: REPORT THE LOCATION OF ALL UNSUITABLE SOIL

MATERIALS BELOW ANTICIPATED LEVELS OF FOOTINGS OR SLABS PRIOR

TO SETTING FORMS.

MECHANICAL, ELECTRICAL AND PLUMBING WHICH IMPACT CEILING

INSTALLATION HEIGHTS OR BUILDING THE APPEARANCE.

DIMENSIONAL DISCREPANCIES.

7. COORDINATE THE WORK OF ALL SUBCONTRACTORS.

8. DO NOT PENETRATE STRUCTURAL BEAMS, COLUMNS, OR SHEAR WALLS

UNLESS SPECIFICALLY DETAILED OTHERWISE.

9. PROVIDE BOND-OUTS, BLOCKING, SLEEVES AND PIPES AS REQUIRED

FOR ALL WALL, FLOOR, ROOF, AND CEILING PENETRATIONS.

MAINTAIN CONTINUITY OF FIRE RATED ASSEMBLIES AND SMOKE

ASSEMBLIES. SEAL ALL PENETRATIONS TO CONFORM TO UL RATED

ASSEMBLIES AND ALL NFPA AND IBC REQUIREMENTS. REFER TO THE

CODE PLANS FOR ADDITIONAL CODE REFERENCES.

ALL PENETRATIONS SHALL COMPLY WITH THE ACOUSTICAL ASSEMBLY

RATING REQUIRED FOR EACH WALL OR FLOOR ASSEMBLY.

10. COORDINATE THE WORK TO ACHIEVE THE GIVEN VISUAL AND

PERFORMANCE REQUIREMENTS OF MECHANICAL, ELECTRICAL AND

PLUMBING SYSTEMS WITHIN THE INDICATED SPACE.

11. PROVIDE WORK HOLES OR ADEQUATE ACCESS AS REQUIRED TO

INSTALL NEW SYSTEMS IN CONCEALED SPACES.

12. PRODUCTS SHALL BEAR UL CLASSIFICATION WHERE REQUIRED BY

DESIGN. DO NOT REMOVE OR PAINT OVER UL CLASSIFICATIONS.

13. DEFINITIONS:

NEW: INDICATES ITEMS THAT SHALL BE FURNISHED AND INSTALLED BY

THIS CONTRACT. TYPICALLY USED TO ENSURE CLARITY BETWEEN

VARIOUS COMPONENTS OF THE DRAWINGS. NOT ALL ITEMS ARE

LABELED AS "NEW" WHEN IT IS OBVIOUS BY OTHER INDICATION.

EXISTING: EXISTING BUILDING OR SITE COMPONENTS WHICH ARE IN

PLACE AT THE START OF CONSTRUCTION. NOT ALL ITEMS ARE LABELED

AS "EXISTING" WHEN IT IS OBVIOUS BY OTHER INDICATION.

REPAIR: RESTORE TO SUITABLE OR APPROPRIATE OPERATING AND

AESTHETIC CONDITION.

RESTORE: BRING BACK TO FORMER CONDITION, BY REPAIRING OR

PATCHING AS REQUIRED.

PATCH: RESTORE TO CONDITION MATCHING EXISTING ADJACENT

CONSTRUCTION, SURFACE TEXTURE AND FINISH.

N.I.C. (NOT IN CONTRACT): WORK WHICH IS NOT INCLUDED IN THIS

CONTRACT, BUT WHICH MAY REQUIRE CONTRACTOR COORDINATION.

REMOVE: DISMANTLE AND/OR EXTRACT FROM THE PREMISES ENTIRELY.

DISPOSE OF OFF OF THE SITE UNLESS NOTED OTHERWISE.

REPLACE: DISMANTLE AND/OR EXTRACT FROM THE PREMISES

ENTIRELY. DISPOSE OF OFF OF THE SITE UNLESS NOTED OTHERWISE.

PROVIDE NEW MATERIAL AS INDICATED.

DAMAGES: EXISTING BUILDING OR SITE COMPONENTS, NOT SCHEDULED

FOR WORK, WHICH ARE DAMAGED. SUCH ELEMENTS AND COMPONENTS

SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION BY

METHODS APPROVED BY THE ARCHITECT.

DEMOLISH: DISMANTLE AND/OR EXTRACT FROM THE PREMISES

ENTIRELY. DISPOSE OF OFF OF THE SITE UNLESS NOTED OTHERWISE.

SALVAGE: REMOVE AND REINSTALL OR REMOVE AND DELIVER TO THE

OWNER, AS INDICATED. SALVAGED COMPONENTS MAY BE FOR LIMITED

REUSE, TO MATCH EXISTING CONDITIONS OR TO PATCH AND REPAIR AS

INDICATED.

GENERAL DEMOLITION AND REMOVAL NOTES

1. THE DEMOLITION DRAWINGS PROVIDE GENERAL COORDINATION

INFORMATION ONLY, AND ARE SCHEMATIC IN NATURE. THEY DO NOT

IDENTIFY ALL INDIVIDUAL ITEMS TO BE REMOVED. REMOVE ANY

EXISTING CONSTRUCTION WHICH IS IN THE WAY OF NEW CONSTRUCTION

OR PROHIBITS THE NEW CONSTRUCTION.

2. VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO DEMOLITION OR

REMOVALS

3. PROTECT FROM DAMAGE AND WEATHER ANY EXISTING BUILDING

COMPONENTS, WHICH ARE EXPOSED AS A RESULT OF DEMOLITION OR

REMOVALS.

4. COORDINATE AND SCHEDULE ALL WORK IN EXISTING OCCUPIED

PORTIONS OF THE BUILDING WITH THE OWNER.

5. NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY UPON DISCOVERY

OF POTENTIALLY HAZARDOUS MATERIAL OR SUBSTANCE NOT

ADDRESSED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT

LIMITED TO ASBESTOS, PCB, LEAD, MERCURY, AND MOLD. DO NOT

DISTURB HAZARDOUS MATERIALS. HAZARDOUS MATERIAL SHALL BE

LEGALLY ABATED, TRANSPORTED, AND DISPOSED OF.

6. CONCRETE SLAB REMOVALS MAY BE REQUIRED THROUGHOUT THE

EXISTING BUILDING AND MAY NOT BE SHOWN ON THE DEMOLITION

DRAWINGS. COORDINATE THE EXTENT OF SLAB REMOVALS WITH

STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS. CUT TRENCHES IN

EXISTING CONCRETE FLOORS WITH NO MORE THAN A 1:2 SLOPE.

PROVIDE AN UNDER-SLAB VAPOR RETARDER AT SLABS ON GRADE.

REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT

REQUIREMENTS. PATCH CONCRETE TO MATCH ADJACENT THICKNESS

AND FINISH PRIOR TO THE INSTALLATION OF UNDERLAYMENT OR NEW

FINISHES.

7. REMOVAL OF MATERIALS SHALL BE DONE WITHOUT DISTURBING

ADJACENT SURFACES OR THE CURRENT CONDITION OF OTHER

BUILDING ELEMENTS INTENDED TO REMAIN.

8. REMOVE ALL DAMAGED AND/OR DISCARDED BUILDING CONSTRUCTION

MATERIAL FROM CONCEALED SPACES. PRIOR TO CLOSING- OR

SEALING-OFF CONCEALED SPACES, THE CONTRACTOR SHALL ALLOW

FOR AN INSPECTION OF COMPONENTS WHICH WILL NOT BE VISIBLE WHEN

THE SPACES HAVE BEEN SEALED.

9. ALL DEMOLITION/REMOVAL DEBRIS IS THE PROPERTY OF THE

CONTRACTOR, UNLESS NOTED OTHERWISE, AND SHALL BE LEGALLY

DISPOSED OF.

GENERAL PATCHING AND REPAIRING NOTES

1. WHERE NEW CONSTRUCTION EITHER INFILLS OR ABUTS EXISTING

CONSTRUCTION, THE FINISHED FACES SHALL ALIGN, AND THE

SURFACES SHALL BE FINISHED TO MATCH.

2. AFTER CUTTING, FITTING, OR REMOVAL OF BUILDING COMPONENTS, ANY

RESULTING HOLES SHALL BE PATCHED. SUCH PATCHES SHALL BE

FLUSH WITH ADJACENT SURFACES AND FINISHED TO MATCH.

3. MAINTAIN FIRE RATINGS, SMOKE RATINGS, AND ACOUSTICAL RATINGS.

4. PROVIDE METAL COVER PLATES AT ALL ABANDONED ELECTRICAL

DEVICES, FINISHED TO MATCH WALL.

1.

2.

3.

ROOF GENERAL NOTES

PROTECT ALL OPENINGS CUT IN THE ROOF. PROVIDE TEMPORARY ROOFING IF WORK

IS TO BE UNFINISHED DURING ADVERSE WEATHER CONDITIONS THROUGHOUT THE

CONSTRUCTION PHASE.

PROVIDE FLASHING AT ALL ROOF PENETRATIONS. PENETRATIONS MAY NOT BE

INDICATED ON THE ROOF PLAN. REFER TO STRUCTURAL, MECHANICAL AND

ELECTRICAL PLANS FOR NUMBER, LOCATION, AND SIZE OF PENETRATIONS.

PROTECT ROOFING MATERIALS FROM CONSTRUCTION OPERATIONS.

MATERIALS LEGEND

GRAVEL

CONCRETE MASONRY UNIT

BRICK

CONCRETE

SOIL

STEEL

WOOD FRAMING

WOOD BLOCKING

GYPSUM BOARD

PLYWOOD

BATT INSULATION

RIGID INSULATION

MINERAL WOOL BOARD INSULATION

GLASS / GLAZING MARKING

AB AIR BARRIER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ACT ACOUSTICAL CEILING TILE

A/C AIR CONDITIONING

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

ADO AUTOMATIC DOOR OPENER

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AFF ABOVE FINISHED FLOOR

AH AIR HANDLER

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

AMT AMOUNT

ANOD ANODIZE

AOR AREA OF REFUGE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ARND AROUND

AUTO AUTOMATIC

AVB AIR VAPOR BARRIER

AVG AVERAGE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWT ACOUSTICAL WALL TREATMENT

BB BULLENTIN BOARD

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCHMARK

BOT BOTTOM

BRG BEARING

BRK BRICK

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTWN BETWEEN

CAB CABINET

CB CATCH BASIN

CC CENTER TO CENTER

CF CUBIC FOOT

CF/CI CONTRACTOR FURNISHED – CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED – OWNER INSTALLED

CFMF COLD FORMED METAL FRAMING

CG CORNER GUARD

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

CONC CONCRETE

CONT CONTINUE / CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CPT CARPET

CRS COURSE

CT CERAMIC TILE

CTR CENTER

CTRL CONTROL

CU CUBIC

CUH CABINET UNIT HEATER

CWT CERAMIC WALL TILE

CY CUBIC YARD

D DEPTH

DBL DOUBLE

DC DISPLAY CASE

DEL DELETE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DMP DEMOUNTABLE PARTITION

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DW DOMESTIC WATER

DW DISHWASHEER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EMHO ELECTRO MAGNETIC HOLD OPEN

ENCL ENCLOSED / ENCLOSURE

EP ELECTRIC PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EW EYE WASH

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNOUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAS FIRE ALARM STATION

FB FIRE BLANKET

FBO FURNISHED BY OWNER

FCO FLOOR CLEANOUT

FD FIRE DAMPER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FG FIBERGLASS

FHVC FIRE HOSE AND VALVE CABINET

FIN FINISH / FINISHED

FIN GR FINISH GRADE

FLR FLOOR / FLOORING

FM FACTORY MUTUAL

FNDN FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FO FACE OF

FP FIREPROOF / FIREPROOFING

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDENT TREATED

FT FOOT

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALLCOVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFB GROUND FACE CMU

GL GLASS / GLAZING

GLU LAM GLUED LAMINATED WOOD

GUT GUTTER

GWB GYPSUM WALLBOARD

HARD HARDENER

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HD HEAVY DUTY

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HR HANDRAIL

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HWS HARDWARE SET

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

IN INCH

INCL INCLUDE / INCLUDING

INFO INFORMATION

INSUL INSULATED / INSULATION

INT INTERIOR

INV INVERT

ABBREVIATIONS NOTE: IF THE USE OF AN ABBREVIATION IS NOT CLEAR THE

CONTRACTOR SHALL REQUEST A CLARIFICATION BEFORE PROCEEDING.

JAN JANITOR

JT JOINT

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAM LAMINATE / LAMINATED

LAM GL LAMINATED GLASS

LAV LAVATORY

LB POUND

LF LINEAR FOOT

LH LEFT HAND

LOC LOCATION

LT LIGHTING

LT WT LIGHT WEIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MCWF MULTI-COLOR WALL FINISH

MED MEDIUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MRGB MOISTURE RESISTANT GWB

MS MOP SINK

MSF METAL STUD FRAMING

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NM NON-METALLIC

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OF/CI OWNER FURNISHED – CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED – OWNER INSTALLED

OFS OVERFLOW SCUPPER

OH OVERHEAD

OHDR OVERHEAD DOOR

OP OPAQUE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPS OPERABLE PANEL SYSTEM

PC PRECAST CONCRETE

PERF PERFORM

PERF’D PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PORC PORCELAIN

PREFAB PREFABRICATE

PRKG PARKING

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PT PAINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE PLASTIC

PVMT PAVEMENT

QR QUARTER ROUND

QT QUARRY TILE

RB RESILIENT BASE

RB RUBBER BASER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFERENCE

RECPT RECEPTACLE

REF REFRIGERATOR

REQ’D REQUIRED

REV REVISION

RF RUBBER FLOOR

RH RIGHT HAND

RH ROOF HATCH

RL RAIN LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RS ROUGH SAWN

S SOUTH

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SD SMOKE DAMPER

SD SMOKE DETECTOR

SD SOAP DISPENSER

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT

SGL SAFETY GLASS

SGL SINGLE

SHR SHOWER

SHT SHEET

SHTHG SHEATHING

SHT MTL SHEET METAL

SIM SIMILAR

SLDG SLIDING

SLNT SEALANT

SNR SANITARY NAPKIN RECEPTACLE

SP SPECIAL PAINT

SPEC SPECIFICATION

SPF SPRUCE-PINE-FIR

SPKR SPEAKER

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUPT SUPPORT

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

TB TOWEL BAR

TEL TELEPHONE

T&G TONGUE AND GROOVE

TGL TEMPERED GLASS

THK THICK

THRU THROUGH

TO TOP OF

TO FDN TOP OF FOUNDATION

TP TOILET PARTITION

TPD TOILET PAPER DISPENSER

TV TELEVISION

TWF THRU-WALL FLASHING

TYP TYPICAL

UCR UNDER COUNTER REFRIGERATOR

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VB VAPOR BARRIER

VB VINYL BASE

VC VALVE CABINET

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VP VENEER PANEL

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WGL WIRE GLASS

WH WATER HEATER

WP WATERPROOF / WATERPROOFING

WS WATER STOP

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

YD YARD

SYMBOLS

ROOM TAG

DOOR TAG

# WINDOW TAG

0.0

A41.1

FIRE RATINGS

SMOKE

1 HOUR FIRE RATED PARTITION

2 HOUR FIRE RATED PARTITION

1/2 HOUR FIRE RATED PARTITION

WALL TAG

A101

SIM

BUILDING SECTION

WALL SECTION

PLAN OR SECTION DETAIL

INTERIOR ELEVATION

EXTERIOR ELEVATION

A101

SIM

FLOOR LEVEL\VERTICAL ELEVATION

COLUMN CENTERLINE

Room name

150 SF

SPECIALTY EQUIPMENT\

TOILET ACCESSORY TAG

CASEWORK TAG

DEMOLITION KEY NOTE#

XX

A101

A101

-STOREFRONT SYSTEM TAG (SF-#)

-CURTAINWALL SYSTEM TAG (CW-#)

-DEMOUNTABLE PARTITION SYSTEM TAG (DP-#)

-INSULATED TRANSLUCENT WALL PANEL SYSTEM TAG (ITWP-#)

-DISPLAY CASE (DC-#)

TYPE 1

WALL FINISH TAG

INTERIOR SIGNAGE TAG

1.

2.

GENERAL ARCHITECTURAL NOTES

THE DRAWINGS USE A SYSTEM OF KEYED NOTES ON PLANS, ELEVATIONS AND

DETAILS. INSTRUCTIONS FOR SPECIFIC COMPONENTS OF THE WORK ARE

KEYED TO THE DRAWINGS. BUILDING SYSTEMS (PARTITIONS, ROOF &

FOUNDATION) ARE KEYED TO FLOOR PLANS, WALL SECTIONS, ROOF PLAN AND

OTHER DETAILS AS APPROPRIATE.

MAINTAIN MINIMUM MANEUVERING CLEARANCES AT DOORS IN COMPLIANCE

WITH THE ADA ACCESSIBILITY GUIDELINES (ADAAG), INCLUDING BUT NOT

LIMITED TO THE FOLLOWING EXCERPT FROM 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN:

3.

ALL MOUNTING HEIGHTS AND CLEARANCES AT TOILET ROOMS AND

ELSEWHERE SHALL COMPLY WITH THE LATEST VERSION OF THE ADA

ACCESSIBILITY GUIDELINES (ADAAG).

BARRIER-FREE CLEARANCES ARE GIVEN. THESE CLEAR DIMENSIONS

SHALL BE MAINTAINED IN CASES OF DISCREPANCY.

ALL DIMENSIONS GIVEN FOR FIXTURE AND ACCESSORY LOCATIONS ARE

CLEAR DIMENSIONS FROM FINISHED SURFACES, UNLESS NOTED

OTHERWISE. COORDINATE ACTUAL DIMENSIONS WITH WALL

CONSTRUCTION AND FINISHES.

LOCATE ALL CONTROLS, FLUSH VALVES, SHUTOFFS AND SIMILAR ITEMS IN

ACCORDANCE WITH THE LATEST VERSION OF THE ADA ACCESSIBILITY

GUIDELINES (ADAAG).

SOME ITEMS MAY INDICATE A RANGE IN MOUNTING HEIGHT. MAINTAIN A

CONSISTENT MOUNTING HEIGHT, WITHIN THE GIVEN RANGE,

THROUGHOUT THE PROJECT, UNLESS NOTED OTHERWISE.

4.

5.

6.

7.

8.

9.

10.

11.

12.

MAINTAIN CLEAR DIMENSIONS IN ACCORDANCE WITH THE LATEST VERSION

OF THE ADA ACCESSIBILITY GUIDELINES (ADAAG).

ALL GRAB BAR COMPONENTS SHALL BE ABLE TO WITHSTAND A LOAD OF

250LBS AT ANY POINT.

INSTALL BLOCKING BEHIND ALL SURFACE-APPLIED FIXTURES, TRIM, GRAB

BARS, SHELVES, CHAIR RAILS, PICTURE RAILS, BASE MOLDINGS, TACK OR

MARKER BOARDS, WINDOW TREATMENT, WALL OR BASE CABINETS OR

COUNTERS, AND MISCELLANEOUS ACCESSORIES MOUNTED ON STUD WALLS.

ALL EXPOSED WOOD NOT INDICATED TO BE PAINTED SHALL BE NATURAL

FINISH (CLEAR).

FLOORING AND FLOOR FINISHES SHALL BE INSTALLED TO A MAXIMUM

DIFFERENTIAL OF 1/16" BETWEEN DISSIMILAR MATERIALS. PROVIDE

TRANSITION STRIPS OR THRESHOLDS (1/2" MAXIMUM) OF SAME MATERIAL AS

FLOORING AND/OR AS NOTED ON THE DRAWINGS, BETWEEN DISSIMILAR

FLOORING MATERIALS

PATCH AND LEVEL EXISTING SUBFLOORS TO RECEIVE NEW FLOOR FINISHES

AS INDICATED IN THE ROOM FINISH SCHEDULE.

ALL EXPOSED PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR

OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT.

INSTALL 2 COAT HOOKS CENTERED ON THE INSIDE OF SINGLE USER TOILET

ROOM DOORS, MOUNTED AT 48 ”AFF AND 60”AFF.

A RANGE OF MOUNTING HEIGHTS MAY BE GIVEN FOR SOME ITEMS. MAINTAIN

A CONSISTENT MOUNTING HEIGHT, WITHIN THE GIVEN RANGE, THROUGHOUT

THE PROJECT, UNLESS NOTED OTHERWISE.

13. FILL CMU SOLID WITH GROUT AT ALL SURFACE-APPLIED FIXTURES, TRIM,

GRAB BARS, SHELVES, CHAIR RAILS, PICTURE RAILS, BASE MOLDINGS, TACK

OR MARKER BOARDS, WINDOW TREATMENT, WALL OR BASE CABINETS OR

COUNTERS, AND MISCELLANEOUS ACCESSORIES MOUNTED ON CMU WALLS.

14. INSTALL TRANSITION STRIPS BETWEEN DISSIMILAR FLOORING MATERIALS.

EXISTING CONDITIONS GENERAL NOTES

1. WHERE EXISTING CONDITIONS ARE SHOWN, THEY HAVE BEEN DERIVED FROM

AVAILABLE DRAWINGS ALONG WITH SITE/FIELD VISITS AND REPRESENT THE

ARCHITECT'S / ENGINEER'S BEST ESTIMATE OF ACTUAL CONDITIONS. DEPICTED

EXISTING CONDITIONS HAVE NOT BEEN EXTENSIVELY CORROBORATED BY

FIELD INVESTIGATION.

2. ALL DIMENSIONS AND DETAILS OF EXISTING WORK INDICATED ON THE DRAWINGS

SHALL BE FIELD MEASURED AND VERIFIED BY THE CONTRACTOR PRIOR TO

PROCEEDING. FIELD CHECKING SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT /

ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.

3. THE CONTRACTOR IS CAUTIONED THAT THE WORK INVOLVES ADDITION AND / OR

RENOVATION TO AN EXISTING FACILITY WHICH PART OR ALL OF WILL REMAIN IN

OPERATION DURING CONSTRUCTION. IT IS MANDATORY THAT WORK WHICH IN

ANY WAY AFFECTS THE NORMAL OPERATION OF THE FACILITY BE COORDINATED

WITH THE OWNER.

4. IF THE EXISTING FACILTY CONTAINS FIRE RATED PARTITIONS AND / OR FIRE

RATED PENETRATIONS TO REMAIN IN THE AREA OF WORK, THEY SHALL BE

VERIFIED BY THE CONTRACTOR FOR COMPLIANCE.

C en tra l F ile

Sa ve d:

U pd at e th is te xt w ith

C en tra l f ile lo ca tio n C ur re nt L oc al

F ile

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Submittal / RevisionNo. App'd. By Date

Designed By: Drawn By: Checked By:

Issue Date: Project No: Scale:

Drawing No:

123456

A

B

D

E

A

B

C

D

E

123456

C

CHA Architecture, P.C.

207.775.1059 . www.chasolutions.com Portland, ME 04101

49 Dartmouth St

PHASE 1

FREAR PARK RD.

TROY, NY 12180

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2:

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PM

Au to de sk

D oc s:

//1

8.

- T ro y

Fr ea r P ar k C om pl ex Im pr ov em en ts /1

8_ Tr oy

- F re ar

P ar k Ar en a

Ad di tio n_

C H

A_

SP

T_ R

.rv t

As indicated

A-001

10/05/26 106348

FREAR PARK

DEVELOPMENT

RESTAURANT PAVILION

KL DK CM

GENERAL NOTES &

MATERIAL LEGEND

Drawing Copyright © 2026

DN

DN

WH

WH

AD-103

AD-103

AD-103

NOT IN SCOPE

AD-103

AD-101

AD-103

AD-101

OPH.

DEMOLISHED BY OWNER

REMOVE FLOOR, COLUMN, WALLS, DOORS,

WINDOWS, STAIRCASE, KITCHEN EQUIP.

CASEWORK, TOILET PARTITION, PLUMBING

FIXTURE, LIGHTINGS AND ENTIRETY

REMOVE EXISTING CONC. COLUMNS

REMOVE EXISTING CONC. PAVEMENT

- SEE CIVIL

REMOVE EXISTING HANDRAIL

AND GUARDRAIL

REMOVE EXISTING WALL,

FLOOR, DOOR, WINDOW,

WOOD STAIRS AND ENTIRETY

REMOVE EXISTING METAL

SIDING, WOOD FRAME AND

GATE ENTIRETY

EXISTING BRICK VENEER WALL

TO REMAIN, SAWCUT +/- 8"

FROM ADJACENT CMU WALL

- SEE PIC. 4/AD-101

REMOVE EXISTING OPENING

FRAMING

REMOVE EXISTING DOOR

REMOVE EXISTING

INTERIOR SHEATHING

REMOVE EXISTING WINDOW

SILL AND FRAME

AD-103

AD-103

AD-103

NOT IN SCOPE

AD-103

LINE OF WOOD

DECKING ABOVE

AD-103

1' - 4" +/-

EXISTING

RETAINING WALL

TO REMAIN

DEMOLISHED BY OWNER

REMOVE EXISTING FOUNDATION

WALL, FOOTING AND WINDOWS

ENTIRETY

EXISTING FOUNDATION WALL

AND FOOTING TO REMAIN,

SAWCUT 1' - 4"+/- FROM

ADJACENT CMU WALL

REMOVE EXISTING CONC. SLAB,

CMU WALL, CONC. STAIRCASE,

DOOR, MECHANICAL EQUIP,

PLUMBING EQUIP, KITCHEN

EQUIP, CASEWORK AND

ENTIRETY

1' - 4" +/-

CRAWL SPACEFULL BASEMENT

+/- 8"

EXISTING BRICK

TO BE REMAINED

REMOVE EXISTING

WALL ENTIRETY

EXISTING CAST

IRON DOWNSPOUT

TO BE REMAINED

EXISTING CMU WALL

TO BE REMAINED

EXISTING WALL

TO BE REMAINEDLINE OF DEMOLITION

FOUNDATION WALL BELOW

+/- 1' - 4"

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

SUGGESTED STRUCTURAL DEMOLITION SEQUENCE

REMOVE EXISTING INTERIOR WALLS PERPENDICULAR TO WALL THAT IS TO REMAIN (2/AD-101).

REMOVE EXISTING INTERIOR SHEATHING ON WALL THAT IS TO REMAIN.

INSTALL ZIP SHEATHING AT UPPER PART OF WALL (1/A-101).

INSTALL 4X8 LEDGER, THREADED RODS, AND SIMPSON DTT2Z TIES (7/A-101).

NEATLY CUT AND SEPARATE THE ADJACENT LOWER ROOF MEMBRANE AND CONSTRUCTION FROM THE SOFFIT

AND EAVE OF THE MAIN STRUCTURE.

REMOVE EXISTING BUILDING ROOF.

SAWCUT EXISTING BRICK (AD-101 PIC. 3 AND PIC. 4).

REMOVE EXISTING BUILDING EXTERIOR WALLS.

SHORE EXISTING FOUNDATION AT WALL THAT IS TO REMAIN. IF FULL-DEPTH BASEMENT EXISTS IN THIS AREA, PROVIDE SHORING DESIGN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER.

SAWCUT EXISTING FLOOR DECKING AND WOOD JOISTS (IF NECESSARY) ADJACENT TO THE EXISTING WALL TO

REMAIN.

REMOVE EXISTING BUILDING FLOOR.

SAWCUT EXISTING FOUNDATION WALLS (AD-101 PIC. 3 AND PIC. 4).

REMOVE EXISTING FOUNDATION WALLS.

BACKFILL.

COMPLETE FRAMING AND ZIP SHEATHING (7/A-101).

C en tra l F ile

Sa at e th is te xt w ith

C en tra l f ile lo ca tio n C ur re nt L oc al

F ile

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Submittal / RevisionNo. App'd. By Date

Designed By: Drawn By: Checked By:

Issue Date: Project No: Scale:

Drawing No:

PLAN

NORTH

TRUE

NORTH

123456

A

B

D

E

A

B

C

D

E

123456

C

CHA Architecture, P.C.

207.775.1059 . www.chasolutions.com Portland, ME 04101

49 Dartmouth St

PHASE 1

FREAR PARK RD.

TROY, NY 12180

/1

/2

2:

:2

PM

Au to de sk

D oc s:

//1

8.

- T ro y

Fr ea r P ar k C om pl ex Im pr ov em en ts /1

8_ Tr oy

- F re ar

P ar k Ar en a

Ad di tio n_

C H

A_

SP

T_ R

.rv t

As indicated

AD-101

10/05/26 106348

FREAR PARK

DEVELOPMENT

RESTAURANT PAVILION

KL DK CM

DEMOLITION FLOOR

PLANS

Drawing Copyright © 2026

1/8" = 1'-0"

2 LEVEL 1 - DEMOLITION FLOOR PLAN

1/8" = 1'-0"

1 BASEMENT LEVEL - DEMOLITION FLOOR PLAN

1" = 1'-0"

3 DEMOLITION ENLARGED PLAN - BRICK VENEER CORNER

REMOVE DUCT WORK BUILT CASE

REMOVE PORTION OF

DOWNSPOUT

REMOVE PLYWOOD, BLOCKING

AND FLASHING ENTIRETY

EXISTING DOWNSPOUT

TO REMAIN, PROTECT

DURING CONSTRUCTION

SAWCUT. +/- 8" FROM CMU WALL

EXISTING FOUNDATION WALL TO REMAIN.

SAWCUT, APPROX. +/- 1' - 4" FROM CMU WALL

REMOVE EXISTING FOUNDATION WALL

DOWN TO FOOTING

PIC. 1: EXISTING ROOF CONNECTION CONDITION

PIC. 2: EXISTING DOWNSPOUT CONDITION

PIC. 3: EXISTING HVAC DUCT WORK CASE

PIC. 4: EXISTING BRICK WALL SAWCUT LOCATION

REMOVE WOOD STUD

SAWCUT, +/- 8" FROM

CMU WALL

EXISTING FOUNDATION WALL

TO REMAIN, SAWCUT APPROX.

1' - 4" FROM CMU WALL

PACKAGE 1

FREAR PARK RD.

TROY, NY 12180

0 ISSUE FOR BID 10/05/26

AD-103

AD-103

AD-103

NOT IN SCOPE

AD-103

AD-103

LINE OF PLYWOOD AND FLASHING BELOW

ROOF TO BE DEMOLISHED. CUT ROOF

MEMBRANE IN STRAIGHT LINE TO RECEIVE

NEW FLASHING MEMBRANE. DO NOT DAMAGE

EXISTING ROOF TO REMAIN

- SEE PIC. 1/AD-101

LINE OF EXISTING ROOF BELOW TO

REMAIN.

- SEE PIC. 1/AD-101

DEMOLISHED BY OWNER

REMOVE EXISTING ROOM SYSTEM W/

GUTTER, DOWNSPOUT AND ENTIRETY

REMOVE EXISTING DUCT WORK

BUILT-CASE

- SEE PIC. 3/AD-101

EXISTING CONC. ROOF ASSEMBLY

TO REMAIN

- SEE PIC. 3/AD-101

EXISTING

CONDENSER

TO REMAIN

EXISTING VENT

PITE AND

EXHAUST FAN TO

REMAIN

REMOVE EXISTING LOWER ROOF

ENTIRETY

REMOVE EXISTING LOWER ROOF

ENTIRETY

REMOVE EXISTING CHIMNEY

ENTIRETY

REMOVE EXISTING WOOD STRUCTURE

AND ROOF ASSEMBLY ENTIERTY

EXISTING ROOF AND

GUTTER TO REMAIN

AD-103

AD-103

AD-103

NOT IN SCOPE

AD-103

AD-103

DEMOLISHED BY OWNER

REMOVE EXISTING CEILING, LIGHTING,

CEILING FAN, KITCHEN HOOD,

EXHAUST, ACCESS PANEL ENTIRETY

REMOVE EXISTING DUCT WORK

BUILT-CASE

- SEE PIC. 3/AD-101

REMOVE EXISTING SOFFIT BOARD,

LIGHTING, CEILING FAN AND ENTIRETY

EXISTING CEILING TO

REMAIN

REMOVE PORTION

OF DOWNSPOUT

- SEE PIC. 2/AD-101

REMOVE EXISTING

WINDOW FRAME AND SILL

C en tra l F ile

Sa at e th is te xt w ith

C en tra l f ile lo ca tio n C ur re nt L oc al

F ile

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Submittal / RevisionNo. App'd. By Date

Designed By: Drawn By: Checked By:

Issue Date: Project No: Scale:

Drawing No:

PLAN

NORTH

TRUE

NORTH

123456

A

B

D

E

A

B

C

D

E

123456

C

CHA Architecture, P.C.

207.775.1059 . www.chasolutions.com Portland, ME 04101

49 Dartmouth St

PHASE 1

FREAR PARK RD.

TROY, NY 12180

/1

/2

2:

:2

PM

Au to de sk

D oc s:

//1

8.

- T ro y

Fr ea r P ar k C om pl ex Im pr ov em en ts /1

8_ Tr oy

- F re ar

P ar k Ar en a

Ad di tio n_

C H

A_

SP

T_ R

.rv t

1/8" = 1'-0"

AD-102

10/05/26 106348

FREAR PARK

DEVELOPMENT

RESTAURANT PAVILION

KL DK CM

DEMOLITION ROOF PLANS

& RCP

Drawing Copyright © 2026

1/8" = 1'-0"

1 ROOF DEMOLITION PLAN

1/8" = 1'-0"

2 LEVEL 1 DEMOLITION RCP

PACKAGE 1

FREAR PARK RD.

LEVEL 1

0"

HIGHER FLOOR

1' - 6"

GROUND

-2' - 3"

NOT IN SCOPE

AD-103

REMOVE EXISTING BRICK VENEER WALLS,

ROOF ASSEMBLY, DOORS, WINDOWS,

LIGHTINGS AND ENTIRETY

REMOVE EXISTING METAL SIDING, WOOD

FRAME, ROOF ASSEMBLY AND GATE ENTIRETY

REMOVE EXISTING CHIMNEY ENTIRETY

REMOVE EXISTING WOOD PANELING

WALL, ROOF, FLOOR, DOOR,

WINDOWS, STAIRS AND ENTIRETY

REMOVE EXISTING CONC. STAIR

AND RAILING SYSTEM

REMOVE EXISTING DUCT WORK

BUILT-CASE

- SEE PIC. 3/AD-101

EXISTING CMU WALL TO REMAIN

EXISTING BRICK VENEER WALL TO REMAIN

-REFER TO 3/AD-101

8" +/-

EXISTING ROOF SYSTEM TO REMAIN

EXISTING CONC. FOUNDATION WALL

TO REMAIN

EXISTING CONC. ROOF SYSTEM

TO REMAIN

LEVEL 1

0"

HIGHER FLOOR

1' - 6"

GROUND

-2' - 3"

NOT IN SCOPE

AD-103

REMOVE EXISTING

CHIMNEY ENTIRETY

REMOVE EXISTING

CONC. STAIR CASE,

RAILING AND ENTIRETY

REMOVE BRICK VENEER WALLS, ROOF

ASSEMBLY, DOORS, WINDOWS, LIGHTINGS

AND ENTIRETY

EXISTING FOUNDATION WALL TO REMAIN

- SEE PIC. 4/AD-101

EXISTING BRICK VENEER WALL TO REMAIN

- SEE PIC. 4/AD-101

EXISTING ROOF AND

GUTTER TO REMAIN

REMOVE EXISTING PLYWOOD, BLOCKING, AND

FLASHING ENTIRETY

- SEE PIC. 1/AD-101

REMOVE PORTION OF DOWNSPOUT

- SEE PIC. 2/AD-101

EXISTING RAILING SYSTEM

TO REMAIN

EXISTING RETAINING WALL

TO REMAIN

EXISTING CONC. STAIR

TO REMAIN

EXISTING CMU WALL

TO REMAIN

EXISTING CAST IRON DOWNSPOUT AND

METAL DOWNSPOUT TO REMAIN,

PROTECT DURING CONSTRUCTION

- SEE PIC. 2/AD-101

LEVEL 1

0"

HIGHER FLOOR

1' - 6"

GROUND

-2' - 3"

BASEMENT

-7' - 0"

NOT IN SCOPE

AD-103

AD-103

LEVEL 1

0"

HIGHER FLOOR

1' - 6"

GROUND

-2' - 3"

BASEMENT

-7' - 0"

AD-103

DEMOLISHED

BY OWNER

LEVEL 1

0"

TOP OF EXISTING

WOOD-FRAMED WALL

TO REMAIN (VIF)

EXISTING CEILING TO REMAIN

EXISTING CMU WALLTO REMAIN

EXISTING SLAB ON GRADE

TO REMAIN

EXISTING ROOF

ASSEMBLY TO REMAIN

TOP OF EXIST BRICK

VENEER TO REMAIN (VIF)

EXISTING WD FRAME

TO REMAIN

REMOVE EXISTING

CEILING

REMOVE EXISTING

DOOR AND DOOR

FRAME

REMOVE EXISTING FLOOR

AND FRAMING

EXISTING CONC. FOUNDATION

WALL TO REMAIN

EXISTING ROOF

ASSEMBLY TO DEMOLISH

REMOVE EXIST PLYWOOD,

BLOCKING, FLASHING AND

MEMBRANE ENTIRETY

EXISTING RIM BOARD AND

SILL BOARD TO REMAIN (VIF),

NOTIFY ARCHITECT PRIOR

TO INSTALL ANYTHING NEW

GRADE

REMOVE EXISTING

INTERIOR SHEATHING

CUT EXIST. SUBFLOOR AT

FACE OF FRAMING (VIF)

EXISTING FOOTING

TO REMAIN

EXISTING ROOF MEMBRANE

TO REMAIN, CUT ROOF

MEMBRANE IN STRAIGHT LINE

TO RECEIVE NEW FLASHING

MEMBRANE. DO NOT DAMAGE

EXISTING ROOF TO REMAIN

LEVEL 1

0"

EXISTING WINDOW

TO REMAIN

EXISTING CEILING TO

REMAIN

EXISTING CMU WALL

TO REMAIN

EXISTING SLAB ON GRADE

TO REMAIN

EXISTING ROOF

ASSEMBLY TO REMAIN

TOP OF EXISTING BRICK

VENEER TO REMAIN (VIF)

REMOVE EXISTING

CEILING

REMOVE EXISTING

PLYWOOD ON

WINDOW FRAME

REMOVE FLOOR AND

FRAMING

REMOVE EXISTING

ROOF ASSEMBLY

REMOVE EXISTING

PLYWOOD, BLOCKING,

FLASHING AND

MEMBRANE ENTIRETY

EXISTING PLYWOOD AT

WINDOW FRAME TO REMAIN

EXISTING CONC. FOUNDATION

WALL TO REMAIN

EXISTING RIM BOARD

AND SILL BOARD TO

REMAIN(VIF), NOTIFY ARCHITECT PRIOR TO INSTALL ANYTHING NEW

REMOVE EXISTING

INTERIOR

SHEATHING

EXISTING TOILET PARTITION

TO REMAIN

REMOVE EXISTING

ACCESS PANEL

REMOVE EXISTING

INTERIOR SHEATHING

EXISTING WOOD-FRAMING

WALL TO REMAIN

GRADE

REMOVE EXISTING

WINDOW FRAME & SILL

EXISTING FOOTING

TO REMAIN

CUT EXIST. SUBFLOOR AT

FACE OF FRAMING (VIF)

TOP OF EXISTING

WOOD-FRAMING WALL

TO REMAIN (VIF)EXISTING ROOF MEMBRANE

TO REMAIN, CUT ROOF

MEMBRANE IN STRAIGHT LINE

TO RECEIVE NEW FLASHING

MEMBRANE. DO NOT DAMAGE

EXISTING ROOF TO REMAIN

C en tra l F ile

Sa at e th is te xt w ith

C en tra l f ile lo ca tio n C ur re nt L oc al

F ile

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Submittal / RevisionNo. App'd. By Date

Designed By: Drawn By: Checked By:

Issue Date: Project No: Scale:

Drawing No:

123456

A

B

D

E

A

B

C

D

E

123456

C

CHA Architecture, P.C.

207.775.1059 . www.chasolutions.com Portland, ME 04101

49 Dartmouth St

PHASE 1

FREAR PARK RD.

TROY, NY 12180

/1

/2

2:

:2

PM

Au to de sk

D oc s:

//1

8.

- T ro y

Fr ea r P ar k C om pl ex Im pr ov em en ts /1

8_ Tr oy

- F re ar

P ar k Ar en a

Ad di tio n_

C H

A_

SP

T_ R

.rv t

As indicated

AD-103

10/05/26 106348

FREAR PARK

DEVELOPMENT

RESTAURANT PAVILION

KL DK CM

DEMOLITION ELEVATIONS

& BUILDING SECTIONS

Drawing Copyright © 2026

1/8" = 1'-0"

2 DEMOLITION EXTERIOR ELEVATION - NORTH

1/8" = 1'-0"

1 DEMOLITION EXTERIOR ELEVATION - SOUTH

1/8" = 1'-0"

3 DEMOLITION BUILDING SECTION

1/8" = 1'-0"

4 DEMOLITION BUILDING SECTION

1/2" = 1'-0"

5 DEMOLITION WALL SECTION

1/2" = 1'-0"

6 DEMOLITION WALL SECTION

PACKAGE 1

FREAR PARK RD.

DN DN

DN

A-101

NOT IN SCOPE

A-101

17/32" ZIP SYSTEM WALL

SHEATHING OR

APPROVED EQUAL.

A-101

A-101

A-101

TYP. NEW SOLID CORE

WOOD DOOR AND FRAME.

PRIMED AND PAINTED,

VERIFY SIZE IN FIELD,

PROVIDE HARDWARE SET "1"

A-101

OPH.

A-101

A-101

SIM.

VI

F

VI

F

7'

- 0

VIF

7' - 0"

A-101

A-101

LEVEL 1

0"

7/16" ZIP SYSTEM WALL

SHEATHING OR APPROVED

EQUAL, CONTINUE AND TURN

TOP OF WALL, 8D NAILS 6" O.C.

@ FIELD

EXISTING WOOD-FRAMING WALL

TOP OF EXISTING

BRICK VENEER

EXISTING TOILET

PARTITION

EXISTING ROOF

EXISTING CEILING

SIMPSON DTT2Z, ANCHOR TO

EXIST. CMU WALL W/ (8) 1/4"

DIA X 1 1/4" LONG CONCRETE

SCREWS, ALL ANCHORS ON

SAME CMU BLOCK, TYPICAL

ALL CMU WALLS

4X8 CONT. LEDGER, FASTEN TO

EXIST. STUDS W/ (2) 6" LONG

TIMBERLOK SCREWS EACH

STUD

EXISTING SLAB ON

GRADE

SEE CIVIL FOR GRADE AND

TEMP. STEPS IF REQ'D

2X STUD UNDER EACH STUD, (2)

16D TOENAIL EACH SIDE TOP &

BOTTOM

EXISTING

FOUNDATION WALL

1/2" TREADED ROD W/ PL

1/4" X 2" SQUARE WASHER

& DOUBLE NUT

OVERSIZE HOLE

THROUGH EXIST. BRICK,

FILL SPACE W/ SEALANT

EXISTING CMU WALL

BEYOND

A-101

A-101

NOT IN SCOPE

A-101

NEW MEMBRANE FLASHING.

VERIFY COMPATIBILITY WITH

EXISTING ROOF MEMBRANE

A-101

A-101

6" MIN.

EXISTING ROOFING TO REMAIN

LINE OF EXIST. ROOF

MEMBRANE (VIF.)

PROVIDE NEW DECKING AND/OR

INSULATION AS REQ'D TO

MATCH EXISTING CONDITION

EXIST.

CONDENSER

EXIST.

EXHAUST FAN

EXIST. VENT

INSULATED HOT BOX

- SEE CIVIL

1/ 2"

36"X36" EXTERIOR GRADE

ACCESS PANEL

A-101

LEVEL 1

0"

A-101

EXISTING CMU WALL

EXISTING ROOF ASSEMBLY

EXISTING CONC. ROOF

EXISTING CONC.

FOUNDATION

7/16" ZIP SYSTEM WALL

SHEATHING OR APPROVED

EQUAL., TAPE AT JOINTS

EXISTING ROOF ASSEMBLY

EXISTING BRICK VENEER WALL

SPLIT FACE CMU RETAINING

WALL

EXISTING CAST

IRON DOWN SPOUT

NEW SOLID CORE WOOD DOOR

AND FRAME. PRIMED AND

PAINTED, VERIFY SIZE IN FIELD,

PROVIDE HARDWARE SET "1"

EXISTING CONC. STAIR

3' - 2" +/-

7'

- 0

3' - 0" +/-

7'

- 0

SEE CIVIL FOR GRADE

WD STAIRCASE

WD STAIRCASE

7/16" ZIP SYSTEM WALL

SHEATHING OR APPROVED

EQUAL., TAPE AT JOINTS

ROOF ASSEMBLY,

SLOPED

1/2" / 12"

A-101

36" X 36" EXTERIOR

GRADE ACCESS PANEL

4'

- 0

HIGHER FLOOR

1' - 6"

GROUND

-2' - 3"

EXISTING CONC.

FOUNDATION WALL

7/16" ZIP SYSTEM

WALL SHEATHING OR

APPROVED EQUAL.,

TAPE AT JOINTS

EXISTING ROOF

EXISTING METAL GUTTER

EXISTING CMU WALL

EXISTING CONC. STAIR

EXISTING GUARDRAIL

EXISTING WALL

MOUNTED HANDRAIL

EXISTING CAST IRON

DOWNSPOUT

EXISTING BRICK VENEER

SEALANT

LEVEL 1

0"

EXISTING CONC.

FOUNDATION

EXISTING CMU WALL

EXISTING CONC.

ROOF

EXISTING ROOF

ASSEMBLY

17/32" ZIP SYSTEM

WALL SHEATHING OR

APPROVED EQUAL.,

TAPE AT JOINTS

EXISTING ROOF

FLASHING

EXISTING BRICK VENEER

SEALANT

EXISTING FOUNDATION

WALL BELOW

1' - 4" +/-

EXISTING CMU WALL

EXISTING DOWNSPOUT

EXISTING BRICK VENEER WALL

7/16" ZIP SYSTEM WALL

SHEATHING OR APPROVED

EQUAL., TAPE AT JOINTS

EXISTING WOOD-FRAMING

WD BLOCKING

SEALANT OVER

BACKER ROD

ROOF MEMBRANE; FULLY ADHERE

HORIZONTALLY TO EXISTING ROOF

MEMBRANE, EXTEND UP MASONRY

VERTICALLY, DO NOT ADHERE TO

MASONRY

REMOVABLE SURFACE MTD. REGLET

MECHANICALLY FASTENED

SINGLE-PLY ROOF MEMBRANE WD BLOCKING

7/16" ZIP SYSTEM

WALL SHEATHING OR

APPROVED EQUAL.EXISTING ROOF MEMBRANE OVERWRAP

6" MIN.

HARDWARE SET 1

3 EA Hinge, Full Mortise Schlage 4" Square Hinges 1 EA Single Cylinder Keyed Entry Schlage F80-ELA Storeroom Door Level Set 1 EA ADA Threshold Hager 413S - 5" Wide x Door Width w / #10 SS MS Aluminum MIL

& Lead Anchors 1 EA Gasket Hager 736 - 18 ft.

1 EA Door Bottom Sweep Hanger 750S-N x Door Width 1 EA Door Closer Sargent 1331 Series EN

A-101

A-101

GUARDRAIL

LANDING

5' - 0"

2 THREAD @ 11"

1' - 10"

ST

AI

R W

ID

TH

5'

- 0

1 1 /2"

1 1 /2"

CL

EA

R W

ID

TH

4'

- 6

1 1

/2" 1 1

/2"

TYP. HANDRAIL

A-101

1' - 0"11"

TYP. HANDRAIL

LEVEL 1

0"

A-101

2X10 WD STRINGER

TYP. 4X WOOD POST

6"

2"

TYP. 2X WOOD TOP RAIL

TYP. HANDRAIL BEYOND

- SEE PROFILE 11/A-101

3 1/2" MAX.

2X WD POST FRAME

4X WD POST

LEVEL 1

0"

SEE CIVIL FOR GRADE

3 R

IS

ER

S

7"

1'

- 9

A-101

2X10 STAIR LANDING

FRAMING

3'

- 6

2"

6"

2'

- 1

0"

WD HANDRAIL

- SEE PROFILE 11/A-101

GUARDRAIL

TYP. 4X WD

RAILING POST

TYP. 2X WD TOP RAIL

4X WD POST W/ HOT-DIP

GALVANIZED PIER-BLOCK

POST BASE4X WD POST W/ HOT-DIP GALVANIZED

PIER-BLOCK POST BASE

2X WD POST FRAMING

ADA COMPLIANCE THRESHOLD

NEW SOLID CORE WOOD DOOR

AND FRAME. PRIMED AND

PAINTED, VERIFY SIZE IN FIELD,

PROVIDE HARDWARE SET "1"

A-101

2X WOOD STUD BEYOND

2X WOOD

BLUSTERS BEYOND

2X WOOD STUD BEYOND

PRESSURE TREATED DECK BOARD

2X WD DECK FRAMING

2X10 WD STAIR STRINGER

4X WOOD POST

STAINLESS STEEL

FASTENER

2"

3'

- 0

HANDRAIL

- SEE PROFILE 11/A-101

4X WD POST W/ HOT

DIP GALVANIZED PIER-

BLOCK POST BASE

GRADE, SEE CIVIL

2X WD POST FRAMING

3'

- 6

1 1/2" D WD HANDRAIL

ALUMINUM BRACKET

1 1/2"

VIF

7' - 0"

VI

F

7'

- 0

2X4 WD STUD WALL, 16" O.C.,

INSULATE CAVITY W/ 3 1/2"

MINERAL INSULATION

7/16" ZIP SYSTEM WALL

SHEATHING OR APPROVED

EQUAL., TAPE AT JOINTS

4" SAN, VERIFY

LOCATION IN FIELD

2" CW, VERIFY

LOCATION IN FIELD

(E) CW

4" (E) SAN

2' RPZ, VIF

A-101

36"X36" EXTERIOR

GRADE ACCESS

PANEL

EQ

EQ

LEVEL 1

0"

8" M

IN

GRADE, SEE CIVIL

2X4 WD STUD WALL, 16"

O.C., INSULATE CAVITY W/

3 1/2" MINERAL INSULATION 2X6 WD ROOF FRAME,

16" O.C., INSULATE

CAVITY W/ 3 1/2"

MINERAL INSULATION

7/16" ZIP SYSTEM WALL

SHEATHING OR

APPROVED EQUAL.,

TAPE AT JOINTS

36" X 36" EXTERIOR

GRADE ACCESS PANEL

7/16" ZIP SYSTEM WALL

SHEATHING OR

APPROVED EQUAL.,

TAPE AT JOINTS

C en tra l F ile

Sa at e th is te xt w ith

C en tra l f ile lo ca tio n C ur re nt L oc al

F ile

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Submittal / RevisionNo. App'd. By Date

Designed By: Drawn By: Checked By:

Issue Date: Project No: Scale:

Drawing No:

PLAN

NORTH

TRUE

NORTH

123456

A

B

D

E

A

B

C

D

E

123456

C

CHA Architecture, P.C.

207.775.1059 . www.chasolutions.com Portland, ME 04101

49 Dartmouth St

PHASE 1

FREAR PARK RD.

TROY, NY 12180

/1

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Au to de sk

D oc s:

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As indicated

A-101

10/05/26 106348

FREAR PARK

DEVELOPMENT

RESTAURANT PAVILION

KL DK CM

FLOOR PLAN, ROOF PLAN,

ELEV. & WALL SECTIONS

Drawing Copyright © 2026

1/8" = 1'-0"

1 LEVEL 1 FLOOR PLAN

1/2" = 1'-0"

12 WALL SECTION - TEMP. WALL

1/8" = 1'-0"

2 ROOF PLAN

1/8" = 1'-0"

5 EXTERIOR ELEVATION EAST

1/8" = 1'-0"

3 EXTERIOR ELEVATION NORTH

1/8" = 1'-0"

4 EXTERIOR ELEVATION SOUTH

1 1/2" = 1'-0"

6 ENLARGED PLAN - CORNER ON BRICK VENEER WALL

1 1/2" = 1'-0"

9 SECTION DETAIL - TOP OF WALL

1/2" = 1'-0"

8 ENLARGED PLAN -STAIRS

1/2" = 1'-0"

13 ELEVATION - STAIRCASE

1/2" = 1'-0"

15 SECTION DETAIL - STAIR

1/2" = 1'-0"

14 STAIR SECTION - GUARD RAIL

3" = 1'-0"

11 HAND RAIL PROFILE

1/2" = 1'-0"

7 ENLARGED PLAN - INSULATED HOT BOX

1/2" = 1'-0"

10 WALL SECTION - INSULATED HOT BOX

DESIGN LOADS ARE BASED ON THE 2025 BUILDING CODE OF NEW YORK STATE.

FLOOR DEAD LOADS:

5" CONCRETE SLAB 62 PSF

ROOF DEAD LOADS: 20 PSF

FLOOR LIVE LOADS: UNIFORM

ASSEMBLY AREAS

LOBBIES: 100 PSF

CORRIDORS

FIRST FLOOR: 100 PSF

DINING ROOMS AND RESTAURANTS: 100 PSF

STORAGE: 100 PSF

OFFICE: 100 PSF

RETAIL: 100 PSF

ROOF LIVE LOAD: 20 PSF

ROOF SNOW LOAD:

GROUND SNOW LOAD, Pg: 61 PSF FLAT-ROOF SNOW LOAD, Pf: 49 PSF SNOW EXPOSURE FACTOR, Ce: 1.0 SNOW LOAD IMPORTANCE FACTOR, Is: 1.0 THERMAL FACTOR, Ct: 1.13 SLOPE FACTOR(S), Cs: 1.0

WIND DESIGN DATA:

BASIC DESIGN WIND SPEED (3-SECOND GUST), V: 110 MPH

ALLOWABLE STRESS DESIGN WIND SPEED, Vasd: 85 MPH

RISK CATEGORY: II

WIND EXPOSURE CATEGORY: C

INTERNAL PRESSURE COEFFICIENT, GCpi: +/- 0.18

GEOTECHNICAL INFORMATION:

DESIGN ALLOWABLE SOIL BEARING PRESSURE: 3,000 PSF

MOIST UNIT WEIGHT OF BACKFILL 125 PSF

INTERNAL FRICTION ANGLE OF BACKFILL 32 DEGREES

EQUIVALENT "ACTIVE" FLUID UNIT WEIGHT OF BACKFILL 38.75 PCF

COEFFICIENT OF "AT-REST" LATERAL EARTH PRESSURE 0.47

COEFFICIENT OF "ACTIVE" LATERAL EARTH PRESSURE .31

COEFFICIENT OF "PASSIVE" LATERAL EARTH PRESSURE 3.25

COEFFICIENT OF SLIDING FRICTION STRUCTURAL FILL 0.45

COEFFICIENT OF SLIDING FRICTION CLAY/SILT SOIL 0.30

MINIMUM SAFETY FACTOR AGAINST SLIDING AND OVERTURNING 1.5

MINIMUM SAFETY FACTOR AGAINST OVERTURNING 2.0

THIS BUILDING or STRUCTURE IS NOT DESIGNED FOR FLOOD LOADS.

ROOF RAIN LOAD DATA:

RAIN INTENSITY:

15 MINUTE 5.5 IN/HR

60 MINUTE 2.43 IN/HR

DESIGN CRITERIA

C e n tr a l F ile

S a v e d

U p d a te t h is t e x t w it h C e n tr a l fi le l o c a ti o n

C u rr e n t L o c a l F ile

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Submittal / RevisionNo. App'd. By Date

Designed By: Drawn By: Checked By:

Issue Date: Project No: Scale:

Drawing No:

AS SHOWN

518.453.4500 www.chasolutions.com Albany, NY 12205-0269

3 Winners Circle, Suite 100

/1 /2

:5

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P

M A u to d e s k D o c s /1

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T ro y F re a r P a rk

C o m p le x I m p ro v e m e n ts

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T ro y F re a r P a rk

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H A

S tr u c t_

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.r v t

S-001

10/1/2026 106348

FREAR PARK

DEVELOPMENT

RESTAURANT PAVILION

AMV ST XX

NOTES, LEGENDS AND

ABBREVIATIONS

Drawing Copyright © 2025

FREAR PARK RD.

TROY, NY 12180

ABBREVIATIONS

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT

AFF ABOVE FINSIHED FLOOR

AHR ANCHOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECT

@ AT

B/B BACK TO BACK

BEV BEVEL

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BRDG BRIDGING

BRG BEARING

BSMT BASEMENT

CANTL CANTILEVER

CFMF COLD FORMED METAL FRAMING

CHFR CHAMFER

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLKJ CAULKED JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

COORD COORDINATE

CSK COUNTER SUNK

CU FT CUBIC FEET

CU YD CUBIC YARD

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EOD EDGE OF DECK

EOS EDGE OF SLAB

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EX, EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRICATE

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FDTN FOUNDATION

FLR FLOOR

FOM FACE OF MASONRY

FRMG FRAMING

FS FOOTING STEP

FT FOOT

FTG FOOTING

FW FIRE WALL

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GR BM GRADE BEAM

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCHES

INFO INFORMATION

INSUL INSULATION

INV INVERT

ISO JT ISOLATION JOINT

JBE JOIST BEARING ELEVATION

K KIPS

K-FT KIP FEET

KB KNEE BRACE

KO KNOCKOUT

KPL KICK PLATE

KSF KIPS PER SQUARE FOOT

KWY KEY WAY

LBS POUNDS

LD BRG LOAD BEARING

LG LONG

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LONG LONGITUDINAL

LP LOW POINT

LWT LIGHTWEIGHT

ABBREVIATIONS

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL - ELECRICAL -

PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

NWT NORMAL WEIGHT

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

PAF POWDER ACTUATED FASTENER

PCC PRECAST CONCRETE

PEMB PRE ENGINEERED METAL

BUILDING

PL PLATE

PLAT PLATFORM

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PT PRESSURE TREATED

PUR PURLINS

PVMT PAVEMENT

QC QUALITY CONTROL

R RADIUS

RD ROOF DRAIN

RDG INS RIGID INSULATION

REF REFRENCE

REINF REINFORCING

REM REMAINDER

REQD REQUIRED

RET RETAINING

RH ROOF HATCH

RO ROUGH OPENING

SCHED SCHEDULE

SF SQUARE FEET

SIM SIMILAR

SOG SLAB ON GROUND

SPA SPACE(S)

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

T&B TOP AND BOTTOM

TD TRENCH DRAIN

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOSL TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UNEX UNEXCAVATED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

VR VAPOR RETARDER

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WF WALL FOOTING

WP WORKING POINT

WS WALL STEP

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XS EXTRA STRONG

XXS DOUBLE EXTRA STRONG

CAST-IN-PLACE CONCRETE NOTES

1. REFER TO DIVISION 3 OF THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

2. DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 315 "GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS" AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," APPLICABLE EDITIONS. PLACE CONCRETE IN ACCORDANCE WITH ACI 117 “SPECIFICATION FOR TOLERANCES

FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY”, APPLICABLE EDITION.

3. A QUALITY CONTROL PROGRAM OF SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED ON STRUCTURAL CONCRETE WORK IN ACCORDANCE WITH THE SPECIFICATIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE

TESTING REQUIREMENTS TO BE COMPLETED.

4. SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED BACKUP DATA, FOR EACH TYPE OF CONCRETE PROPOSED FOR USE TO THE ENGINEER/ARCHITECT FOR REVIEW. ALLOW ADEQUATE TIME FOR REVIEW PRIOR TO

PERFORMING CONCRETE WORK.

5. SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING AND PLACEMENT TO THE ENGINEER/ARCHITECT FOR REVIEW PRIOR TO FABRICATION. INCLUDE DETAILS AND LOCATIONS OF ALL CURBS, CONSTRUCTION JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC.

6. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED UNLESS SPECIFICALLY NOTED. SUBMIT JOINT PLAN TO ENGINEER/ARCHITECT PROPOSED JOINT PLAN FOR

REVIEW.

7. PROVIDE CORNER BARS IN STRIP FOOTINGS AND WALLS, THE SAME SIZE AND NUMBER AS CONTINUOUS

REINFORCEMENT UNLESS NOTED OTHERWISE.

8. PROVIDE 3/4"x3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS NOTED OTHERWISE.

9. REINFORCEMENT LAP SPLICE ARE TO BE CLASS B UNLESS NOTED OTHERWISE.

10. LAP WELDED WIRE REINFORCEMENT ONE FULL MESH +2 INCHES PANEL EXCEPT AT CONSTRUCTION JOINTS, PROVIDE

TWO FULL MESH PANELS.

11. FOR STEEL FRAMED FLOORS, PROVIDE ADDITIONAL CONCRETE AS NECESSARY TO FINISH THE FLOORS TO WITHIN SPECIFIED TOLERANCES WHILE ACCOUNTING FOR METAL DECK AND STEEL BEAM DEFLECTIONS. ALLOW FOR AN

AVERAGE OF AT LEAST 1/2 INCH EXTRA OF CONCRETE FOR EACH FLOOR.

12. PROVIDE FOUNDATION DOWELS TO MATCH WALL REINFORCEMENT SIZE AND SPACING.

13. COORDINATE WITH RESPECTIVE DISCIPLINE CONTRACTORS TO LOCATE OPENINGS/SLEEVES THROUGH WALLS AND SLABS. SHOW OPENINGS ON SHOP DRAWING AND PROVIDE ADDITIONAL REINFORCEMENT AS INDICATED. ADDITIONAL OPENING/SLEEVES ARE NOT PERMITTED BEYOND THOSE SHOWN ON THE REVIEWED SHOP DRAWINGS.

14. NO HOLES OR OPENINGS ARE PERMITTED THROUGH CONCRETE SLABS, BEAMS, OR WALLS EXCEPT AS FOLLOWS:

A. WHERE INDICATED AND AS DETAILED ON DRAWINGS.

B. MISCELLANEOUS HOLES THROUGH SLABS OR WALLS WHICH DO NOT DISPLACE REINFORCEMENT. THESE DO NOT

REQUIRE ADDITIONAL REINFORCEMENT.

15. DO NOT PLACE CONDUITS WITHIN THE STRUCTURAL SLABS.

16. CENTER SINGLE LAYER OF VERTICAL WALL REINFORCEMENT WITHIN WALL, UNLESS NOTED OTHERWISE.

17. REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER AND TO ACI 306 FOR REQUIREMENTS

FOR PLACING CONCRETE IN COLD WEATHER.

18. PLACE PIERS WHICH ARE INTEGRAL WITH FOUNDATION WALLS MONOLITHICALLY.

19. CONCRETE THAT WILL BE PLACED FURTHER THAN 16 FEET FROM THE END OF A CONCRETE TRUCK SHALL BE PUMPED WITH A COMMERCIAL CONCRETE PUMPING TRUCK OR OTHER PLACEMENT METHOD APPROVED BY THE ENGINEER. THE CONCRETE TRUCK SHALL NOT BE ALLOWED TO DRIVE OVER THE SUBGRADE OR THE SLAB REINFORCEMENT.

20. DO NOT WELD OR FIELD BEND REINFORCEMENT WITHOUT ENGINEER'S WRITTEN ACCEPTANCE.

21. PROVIDE A ROUGH CONCRETE SURFACE (1/4" MINIMUM AMPLITUDE) AT THE INTERSECTION OF CONCRETE WALLS, STEM WALLS, AND PILASTERS WITH THE TOP OF FOOTINGS. DO NOT PROVIDE A KEYWAY UNLESS SHOWN OR NOTED ON THE

DRAWINGS

22. LOCATE ADDITIONAL CONSTRUCTION JOINTS AS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. LOCATE WALL CONSTRUCTION JOINTS AT MASONRY CONTROL JOINTS WHERE POSSIBLE. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. DETAIL JOINT AND SHOW ON SHOP DRAWINGS.

23. WHERE MASONRY VENEER IS LOCATED ADJACENT TO WALLS, STEM WALLS, COLUMNS AND GRADE BEAMS GREATER THAN 24 INCHES HIGH, PROVIDE FULL HEIGHT DOVETAIL SLOT INSERTS AT 2’-0” OC FOR MASONRY ANCHORS. PLACE ANCHORS AT 16" OC VERTICALLY. COORDINATE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.

24. NO PIPING OR CONDUITS SHALL BE INSTALLED IN ANY CONCRETE WITHOUT THE APPROVAL OF THE ENGINEER.

28 DAY MINIMUM

COMPRESSIVE

STRENGTH

EXPOSURE

CLASS MAXIMUM w/cm

NOMINAL MAXIMUM

AGGREGATE SIZE

AIR CONTENT

PERCENT

FOUNDATIONS/FOOTINGS

WALLS

SLAB-ON-GROUND (EXTERIOR)

ALL OTHER CONCRETE

F2 F2 F1 F2

4,500 PSI

4,500 PSI

3,500 PSI

4,500 PSI

0.45 0.45 0.55 0.45

1 1/2" 1"

3/4" 1"

5.5% 6% 5% 6%

REINFORCEMENT

TYPICAL BARS ASTM A615, GRADE 60

WELDED BARS ASTM A706, GRADE 60

WELDED WIRE REINFORCEMENT ASTM A1064

26. PROVIDE CONCRETE AND REINFORCING MATERIALS OF THE TYPES AND GRADES LISTED IN THE TABLE BELOW:

25. PROVIDE CLEAR COVER FOR ALL REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE IN THE

DETAILS:

SPECIFIED COVER, INCHES

CAST AGAINST EARTH AND PERMANENTLY IN CONTACT WITH GROUND 3

EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

NO. 6 THROUGH NO 18 BARS 2

NO. 5 BAR AND SMALLER OR WELDED WIRE REINFORCEMENT 1 1/2

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, JOISTS, AND WALLS

NO. 14 AND NO 18 BARS 1 1/2

NO. 11 BAR AND SMALLER 3/4

BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES

PRIMARY REINFORCEMENT, STIRRUPS, TIES, SPIRALS, AND HOOPS 1 1/2

GENERAL NOTES

1. REFER TO THE PROJECT MANUAL FOR GOVERNING JOB REQUIREMENTS AND MATERIAL SPECIFICATIONS. NOTES ARE SUPPLEMENTAL TO THE PROJECT MANUAL AND ARE NOT INTENDED TO REPLACE THEM. IN THE EVENT OF CONFLICTING REQUIREMENTS BETWEEN NOTES AND SPECIFICATIONS, THE CONTRACTOR IS TO OBTAIN THE ENGINEER'S or

DIRECTOR'S REPRESENTATIVE'S WRITTEN CLARIFICATION.

2. VERIFY EXISTING CONDITIONS AND REPORT, IN WRITING, ANY DISCREPANCIES TO THE ENGINEER or DIRECTOR'S

REPRESENTATIVE PRIOR TO COMMENCING WORK.

3. DETERMINE EXACT LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY THE FAILURE TO LOCATE AND PRESERVE UTILITIES.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF TEMPORARY AND PERMANENT SHEETING AND SHORING SYSTEMS TO ADEQUATELY SUPPORT EXISTING STRUCTURES AND APPURTENANCES. THE DESIGN(S) ARE TO BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE or COMMONWEALTH OF XXX AND SUBMITTED TO THE ENGINEER or DIRECTOR'S REPRESENTATIVE FOR RECORD.

5. DRAWINGS REPRESENT THE BUILDING'S or STRUCTURE'S FINAL CONDITION. ADEQUATELY BRACE AND SUPPORT THE BUILDING or STRUCTURE AS REQUIRED THROUGHOUT CONSTRUCTION UNTIL STRUCTURAL ELEMENTS REQUIRED FOR STABILITY ARE EFFECTIVE. THESE ELEMENTS ARE AS FOLLOWS: BASEMENT WALLS, FLOOR DECK, ROOF DECK, BRACING MEMBERS, MOMENT CONNECTIONS, AND SHEAR WALLS. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF TEMPORARY SYSTEMS WHICH ARE TO BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK AND SUBMITTED TO THE ENGINEER or DIRECTOR'S REPRESENTATIVE FOR RECORD.

6. CONSTRUCTION AND ERECTION SEQUENCES ARE TO ACCOUNT FOR THERMAL MOVEMENT OF STRUCTURAL ELEMENTS

UNTIL THE BUILDING ENCLOSURE IS THERMALLY STABILIZED.

7. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCE OF CONSTRUCTION, AND ADEQUACY OF THE BUILDING or STRUCTURE TO SUPPORT LOADS IMPOSED DURING CONSTRUCTION. LOADS IMPOSED ON THE BUILDING or STRUCTURE DURING CONSTRUCTION ARE NOT TO EXCEED THE DESIGN LOADS DEFINED ON S-001. REPAIR TO THE BUILDING or STRUCTURE DURING CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY AND IS TO BE SUBMITTED, IN WRITING, FOR THE ENGINEER'S or DIRECTOR'S REPRESENTATIVE'S WRITTEN ACCEPTANCE.

8. SECTIONS/DETAILS APPLY TO SIMILAR LOCATIONS AND CONDITIONS UNLESS OTHERWISE…