1-Contract Drawings.pdf

PDF 12 MB Posted Jul 31, 2026

Attached to: Fort Hunter Park Service Station Adaptive Reuse
Solicitation number: Not on record
Issued by: Dauphin County, Harveys Lake Borough, Pennsylvania

About this file

Written by GovTribe AI · Aug 3, 2026

This file contains architectural construction drawings and contract specifications for the Fort Hunter Park Service Station Adaptive Reuse project, a collaborative effort between Dauphin County Commissioners and Buchart Horn, Inc. (architect). The project encompasses the full renovation and reconfiguration of an existing 1929-built service station building located at 5415 North Front Street in Harrisburg, Pennsylvania, converting it into a public restroom facility with assembly space. The work is divided into four separate bid packages: General Construction (Contract No. 2025-01 (B)), Electrical Construction (Contract No. 2025-01 (E)), Plumbing Construction (Contract No. 2023-01 (P)), and Site Construction (Contract No. 2025-01 (S)), with sealed bids due online via PennBid (pennbid.bonfirehub.com) by August 28, 2026, at 2:00 p.m. local time. A mandatory pre-bid conference will be held on August 12, 2026, at 10:00 a.m. at the Dauphin County Parks and Recreation Admin Building, 100 Fort Hunter Road, Harrisburg, Pennsylvania, providing site access and discussions with Owner and Architect representatives. The project includes basement and ground floor renovations with a base bid scope and multiple alternate bids for expanded work, including ground floor conversion from restaurant to open assembly space with accessible restroom facilities, exterior renovations, roof replacement, mechanical and plumbing system installation, and site construction involving grading, excavation, ADA-accessible walkways, playground area development, and stormwater management facility construction.

All bids must be submitted on a lump sum basis with bid security of 10 percent of the bid amount in the form of certified checks or bid bonds. The project is subject to the Pennsylvania Prevailing Wage Act, requiring compliance with prevailing minimum wage rates established by the Pennsylvania Secretary of Labor, and contractors must comply with Dauphin County Ordinance 01-2022 regarding labor practices. Bids will remain irrevocable for sixty days following submission. All bidding documents, including addenda and official notifications, will be distributed exclusively through the PennBid website, with no documents accepted from alternative sources. There is no pre-bid conference scheduled for the site construction contract specifically; however, the general project conference provides opportunity for coordination. Specific budget ranges are not disclosed in the available documentation, though the comprehensive multi-disciplinary nature of the project—involving restroom renovation, site work, electrical, plumbing, and HVAC systems—indicates a substantial municipal infrastructure investment requiring demonstrated technical capability across multiple construction disciplines and adherence to ADA accessibility standards per 2009 ICC/ANSI A117.1 and the 2018 Pennsylvania Uniform Construction Code.

View the file

Other files

File	Type	Posted
2-Project Manual.pdf	PDF	Jul 31, 2026
8-Electrical - Bid Results.xls.pdf	PDF	Jul 7, 2025
3-HRG - Fort Hunter Park Restrooms - Complete Issued For Permit Set.pdf	PDF	Jul 7, 2025
10-Site Con. - Bid Results.xls.pdf	PDF	Jul 7, 2025
2-Project Manual - Restroom Contract Signed and Sealed.pdf	PDF	Jul 7, 2025
4-2025.02.10 STORMWATER MANAGEMENT PLAN SIGNED-SEALED.pdf	PDF	Jul 7, 2025
1-Project Manual - Site Work Contract Signed and Sealed.pdf	PDF	Jul 7, 2025
7-General Con. - Bid Results.xls.pdf	PDF	Jul 7, 2025
9-Plumbing - Bid Results.xls.pdf	PDF	Jul 7, 2025
5-00 91 13 - Addenda 01B.pdf	PDF	Jul 7, 2025
6-00 91 13 - Addenda 02B.pdf	PDF	Jul 7, 2025

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J:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

SHEET TITLE:

DRAWN BY:

FORT HUNTER PARK SERVICE STATION ADAPTIVE REUSE

5415 NORTH FRONT STREET HARRISBURG, PA 17110

FOR THE

2 S. SECOND STREET

HARRISBURG, PA 17101

DAUPHIN COUNTY COMMISSIONERS

LOCATION MAP

PROJECT

LOCATION

COVER SHEET

SFS

DWG

77469-00

, P

, D

2 S . S

, P

04/26/2024

SHEET INDEX

SHEET NO SHEET TITLE

GENERAL

P-101

M-101

M-102

M-103

CS E-001

E-002

M-104

P-102

P-103 E-101

E-102

E-501

E-601

P-104

P-106

A-000

A-001

A-002

A-100

A-100A

G-001

G-002

A-101

A-101A

A-102

A-200

A-201

A-103

A-104

A-400

A-401

A-402

A-600

A-300

ARCHITECTURAL

SHEET NO SHEET TITLE

PLUMBING

SHEET NO SHEET TITLE

PROJECT

LOCATION

ARCHITECTURAL

VICINITY MAP

SHEET NO SHEET TITLE

MECHANICAL

SHEET NO SHEET TITLE

ELECTRICAL

SHEET NO SHEET TITLE

COVER SHEET

LIFE SAFETY PLAN AND CODE INFORMATION

GENERAL INFORMATION SHEET

BASEMENT FLOOR DEMOLITION PLAN & NOTES - BASE BID

GROUND FLOOR DEMOLITION PLAN & NOTES - BASE BID & ALT. BID

SECOND FLOOR DEMOLITION PLAN & NOTES - BASE BID

BASEMENT FLOOR PLAN & NOTES - BASE BID

BASEMENT FLOOR PLAN & NOTES - ALTERNATE BID

GROUND FLOOR PLAN & NOTES - BASE BID

GROUND FLOOR PLAN, WALL TYPES & NOTES - ALTERNATE BID

SECOND FLOOR PLAN & NOTES - BASE BID

ROOF PLAN & NOTES - BASE BID

REFLECTED CEILING PLAN & NOTES - ALTERNATE BID

EXTERIOR ELEVATIONS - BASE BID & ALTERNATE BID

SECTIONS & DETAILS - PLACE HOLDER

LARGE SCALE PLAN - ALTERNATE BID

INTERIOR ELEVATIONS & DETAILS - ALTERNATE BID

LARGE SCALE FRONT ENTRY, REAR PORCH & RAMP PLANS - ALT. BID

SCHEDULES AND NOTES - BASE BID & ALTERNATE BID

PLUMBING FOUNDATION & FLOOR PLANS - DEMOLITION - BASE BID

PLUMBING FOUNDATION PLANS - BASE & ALTERNATE 1C

PLUMBING FLOOR PLANS & RISERS - BASE BID

PLUMBING FLOOR PLANS & RISER - ALTERNATE 1C

PLUMBING SCHEDULES, LEGENDS & GENERAL NOTES

MECHANICAL FLOOR PLANS, SCHEDULES & CONTROLS - BASE BID

MECHANICAL FLOOR PLANS, CONTROLS & LEGENDS - ALTERNATE 1C

MECHANICAL DETAILS

MECHANICAL SCHEDULES

ELECTRICAL LEGEND

ELECTRICAL ABBREVIATIONS

ELECTRICAL FLOOR PLAN - BASE BID

ELECTRICAL FLOOR PLAN - ALTERNATE BID

ELECTRICAL DETAILS

ELECTRICAL SCHEDULES & ONE LINE DIAGRAM

P-105 PLUMBING DETAILS

ISSUED FOR BID

/17 /20

BUILDING CODE INFORMATION

APPLICABLE CODES

PENNSYLVANIA UNIFORM CONSTRUCTION CODE (UCC)

2018 INTERNATIONAL EXISTING BUILDING CODE - LEVEL 2 ALTERATIONS

2018 INTERNATIONAL BUILDING CODE (INCL. CHAPTER 11 & APPENDIX E)

2018 IECC, IFC, IFGC, IMC, IPC

NFPA 70-2017 NATIONAL ELECTRIC CODE

2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

GENERAL BUILDING INFORMATION

PROJECT - BASE BID:CURRENT BUILDING IS UNOCCUPIED. BASE BID WORK DOES NOT

RESULT IN OCCUPANCY CHANGE.

PROJECT - ALT.BID: GROUND FLOOR RENOVATIONS INCLUDES THE CONVERSION OF

FORMER RESTAURANT SPACE TO OPEN ASSEMBLY SPACE AND

PROVIDES ACCESSIBLE ACCESS AND RESTROOM FACILITIES.

CHANGE OF OCCUPANCY.

NO RENOVATIONS PROPOSED AT SECOND FLOOR. NO CHANGE

OF OCCUPANCY.

YEAR CONSTRUCTED: 1929.

EXISTING USE GROUP: A-2 GROUND FLOOR PROPOSED USE GROUP: A-3 GROUND FLOOR

R-2 SECOND FLOOR (UNOCCUPPIED)

EXISTING AREA: GROUND FLOOR 1,37(2 SF

SECOND FLOOR 1,115 SF

TOTAL 2,487 SF

BASE BID

AREA OF ALTERATIONS: GROUND FLOOR 285 SF (<50%) = LEVEL 2 ALTERATIONS.

SECOND FLOOR 0 SF

ALTERNATE BID

AREA OF ALTERATIONS: GROUND FLOOR 518 SF (<50%) = LEVEL 2 ALTERATIONS.

SECOND FLOOR 0 SF

EXISTING STORIES/HEIGHT: 2 STORIES/20 FEET.

602 CONSTRUCTION TYPE: VB, NON-SPRINKLERED.

TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

PRIMARY STRUCTURAL FRAME 0 HOUR

BEARING WALLS - EXTERIOR 0 HOUR

BEARING WALLS - INTERIOR 0 HOUR

NONBEARING WALLS - EXTERIOR 0 HOUR (PER TABLE 602)

NONBEARING WALLS - INTERIOR 0 HOUR

FLOOR CONSTRUCTION 0 HOUR

ROOF CONSTRUCTION 0 HOUR

903 AUTOMATIC SPRINKLER SYSTEM NONE

906 PORTABLE FIRE EXTINGUISHERS 1 PER MAX. 11,250 SF AND 75 FT TRAVEL

(SEE PLAN FOR LOCATIONS - EACH F.E. TO BE 10 LB. CAPACITY, UL 4A-80BC RATED)

907 FIRE ALARM SYSTEM NONE

EGRESS REQUIREMENTS

1004 FOR OCCUPANT LOADS SEE LIFE SAFETY PLAN

- OCCUPANT LOADS INDICATED ARE FOR EXITING PURPOSES ONLY AND

ARE NOT TO BE USED FOR ACTUAL BUILDING CAPACITY.

- ROOM SQUARE FOOTAGE SHOWN IS GROSS U.N.O.

1005.3.2 EGRESS WIDTH FOR BUILDING WITHOUT SPRINKLER SYSTEM:

- EGRESS STAIRWAYS = 0.3 PER OCCUPANT

- EGRESS COMPONENTS OTHER THAN STAIRWAYS = 0.2 INCHES PER OCCUPANT

1006.2.1 COMMON PATH OF TRAVEL FOR BUILDING WITHOUT SPRINKLER SYSTEM

A-3 OCCUPANCY = 75 FEET

1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY:

GROUND FLOOR = 2

SECOND FLOOR = 1 PER 1006.3.3.1.

1017.2 MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR BUILDING WITHOUT SPRINKLER

SYSTEM:

A-3 OCCUPANCY AT GROUND FLOOR = 200 FEET (SEE PLAN FOR ACTUAL)

ENERGY CONSERVATION (2018 IECC)

C301.1 CLIMATE ZONE: 5A (DAUPHIN COUNTY, PA)

C402.1.3 BUILDING ENVELOPE: REQUIRED PROVIDED

- INSULATION ENTIRELY ABOVE ROOF DECK R-30 N/A

- WALLS ABOVE GRADE (MASS) R-11.4ci R-13

- GRADE WALL R-7.5ci

- UNHEATED SLAB R-10ci for 24" BELOW R-10

- SWINGING OPAQUE DOOR U-0.61

- FIXED FENESTRATION U-0.38

- OPERABLE FENESTRATION U-0.45

- ENTRANCE DOORS U-0.77

PLUMBING FIXTURE CALCULATIONS - UNDER ALTERNATE BID (2018 IBC TABLE 2902.1)

FOR GROUND FLOOR A-3 ASSEMBLY USE GROUP - BASED ON OWNER'S ANTICIPATED OCCUPANT

LOAD OF 120 (60 PER SEX):

WATER CLOSETS (1 PER 125 FOR MALE, 1 PER 65 FOR FEMALE)

1 REQUIRED PER SEX 1 PROVIDED PER SEX

LAVATORIES (1 PER 200)

1 REQUIRED PER SEX 1 PROVIDED PER SEX

DRINKING FOUNTAIN 1 PER 100, 2 MIN. PER 1109.5.1

2 REQUIRED 2 PROVIDED (HI / LO)

SERVICE SINK

1 REQUIRED 1 PROVIDED IN BUILDING

X ACTUAL OCCUPANTS

(FOR PLUMBING FIXTURE COUNT)

ALLOWABLE OCCUPANTS

(PER IBC TABLE 1004.5)

CLEAR WIDTH OF DOOR OPENING OR STAIR IN INCHES

EGRESS WIDTH PER OCCUPANT (STAIR PER IBC 1005.3.1, OTHER PER IBC 1005.3.2)

ALLOWABLE OCCUPANT LOAD

ACTUAL OCCUPANT LOAD

34"

0.20"

LIFE SAFETY PLAN EXITING KEY

OCCUPANT LOAD

CAPACITY

(00')

EGRESS STARTING POINT, PATH OF TRAVEL, AND ACTUAL DISTANCE

INDICATES WALL MOUNTED FIRE EXTINGUISHERF.E.

LIFE SAFETY PLAN EXITING LEGEND

F.E.C. INDICATES RECESSED FIRE EXTINGUISHER CABINET W/ EXTINGUISHER

(38')

34"

0.20"34"

0.20"

(57')

F.E.C.

(2 6') (3 6')

34"

0.20"

34"

0.20"

ASSEMBLY

1372 SF

ASSEMBLY

826 SF

PREP

826 SF

(38')

ISSUED FOR BID

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

G-001

CODE

INFORMATION

SHEET

SFS

DWG

XXX XXX

XXX

#,### SF

ROOM NAME

ROOM NUMBER

ROOM AREA

0 8'4'2'SCALE: 1/4" = 1'-0"1 GROUND FLOOR LIFE SAFETY PLAN N

E S

PROJECT NORTHBASE BID

0 8'4'2'SCALE: 1/4" = 1'-0"2 GROUND FLOOR LIFE SAFETY PLAN N

E S

PROJECT NORTHALTERNATE BIDS

BASE BID WORK INCLUDES THE FOLLOWING AND ALL RELATED WORK TO COMPLETE SUCH.

1. BREAKING UP THE EXISTING BASEMENT FLOOR CONCRETE SLAB TO REMAIN IN PLACE AND

REMOVAL OF THE EXSITNG PIPE AND BEAM SUPPORT OF GROUND FLOOR FRAMING.

INSTALLING HORIZONTAL AND VERTICAL PERIMETER INSULATION AND INFILLING WITH

COMPACTED STONE FILL AS DETAILED.

2. REMOVING EXISTING CLOSURE CONSTRUCTION IN EXISTING WINDOW WELL OPENINGS AND

`INFILLING THE OPENINGS WITH REINFORCED CONCRETE AS DETAILED.

3. REMOVAL OF EXISTING BASEMENT FLOOR ACCESS DOOR AND CONCRETE STEPS AND

WALL TO BASEMENT. INFILLING OPENING IN EXISTING FOUNDATION WALL WITH

REINFORCED CONCRETE AS DETAILED.

4. REMOVAL AND REPLACEMENT OF ALL EXTERIOR WINDOWS AS INDICATED.

5. REMOVAL AND REPLACEMENT OF TWO (2) EXTERIOR DOORS AND FRAMES AND REMOVAL

AND INFILL OF EXISTING OPENINGS OF TWO (2) EXTERIOR DOORS AND FRAMES AS

INDICATED.

6. REMOVAL OF EXISTING GROUND FLOOR MASONRY LOAD BEARING WALLS AS INDICATED.

7. REMOVAL OF EXISTING WOOD FRAMING AND FLOORING AND CONCRETE FLOOR SLAB ON

THE GROUND FLOOR LEVEL AND REPLACING WITH VAPOR BARRIER AND A REINFORCED

CONCRETE FLOOR SLAB AS DETAILED.

8. REMOVAL OF TWO (2) WINDOW WELL CONCRETE COVERS AND WINDOW WELL WALLS AT

THE REAR OF THE BUILDING AND PROVIDING SUITABLE BACKFILL AND FINISHED GRADING

AS REQUIRED.

9. REMOVAL OF THE EXISTING SHINGLE ROOFING SYSTEM DOWN TO THE EXISTING ROOF

DECK AND REPLACING WITH NEW SHINGLE ROOF SYSTEM AS SPECIFIED.

10. REMOVAL OF EXISTING WOOD TRIM AND SIDING ON ALL DORMERS AND REPLACING INKIND

WITH FIBER CEMENT PANELS AND TRIMS AS INDICATED.

11. REMOVAL OF EXISTING WOOD TRIM AND SIDING ABOVE THE FRONT STREET FACING BAY

WINDOWS AND DOOR ELEVATION BENEATH THE PORTE COCHERE AND REPLACING WITH

FIBER CEMENT PANELS AND TRIM AS INDICATED.

12. REMOVAL OF EXISTING PORTE COCHERE BEAM WRAPS, FRONT STREET FACING FAÇADE

AND REPLACING WITH FIBER CEMENT PANELS AND TRIM AS INDICATED.

13. REMOVAL OF EXISTING METAL DRIP EDGE ALONG THE PORTE COCHIER SINGLE-PLY

MEMBRANE ROOFING AND REPLACING WITH ALUMINUM DRIP EDGE AS DETAILED. THE

SINGLE-PLY MEMBRANE SHALL REMAIN ON THE ROOF OF THE PORTE COCHERE.

14. REMOVAL OF EXISTING GUTTERS AND DOWNSPOUTS AND REPLACING INKIND WITH

ALUMINUM GUTTERS AND DOWNSPOUTS.

15. PROVIDE INTERIOR CONCRETE CURBS & AND FLOOD BARRIERS AS DETAILED.

DESCRIPTIONS OF WORK

ALTERNATE BID WORK INCLUDES THE FOLLOWING AND ALL RELATED WORK TO COMPLETE

SUCH:

1. REMOVAL OF EXISTING CONCRETE CURB AND ITS REPLACEMENT WITH REINFORCED

CONCRETE CURB AS INDICATED AND DETAILED.

2. REPAIR OF EXISTING BRICK STEPS.

3. REMOVAL AND REPLACEMENT OF EXISTING COLUMN BASE PLATES FOR TWO (2)

COLUMNS SUPPORTING THE PORTE COCHERE.

4. PROVIDE NEW PEIR AND SPREAD FOOTING FOR TWO (2) COLUMNS SUPPORTING

THE PORTE COCHERE.

5. INSTALLATION OF NEW 5" REINFORCED "TRAVERTINE TEXTURED - STAMPED"

CONCRETE SLAB ON GRADE OVER 4" COMPACTED STONE FILL BETWEEN EXISTING

CURB TO REMAIN AND NEW REPLACEMENT CURB AS INDICATED.

6. INSTALLATION OF NEW 5" REINFORCED CONCRETE RAMPS (+/- 6" TOTAL RISE) ON

EACH END OF NEW STAMPED CONCRETE SLAB AS INDICATED.

7. INSTALLATION OF NEW ALUMINUM HANDRAIL ON EACH SIDE OF THE FRONT STREET

ENTRANCE AS INDICATED.

ALTERNATE BID WORK INCLUDES THE FOLLOWING AND ALL RELATED WORK TO

COMPLETE SUCH:

1. FIELD VERIFICATION OF EXISTNG SPOT GRADE ELEVATIONS AS REQUIRED FOR

INSTALLATION OF ACCESSIBLE CONSTRUCTION TO BUILDINGS GROUND FLOOR

LEVEL AT THE REAR OF THE BUILDING.

2. MINOR EXCAVATION FOR REINFORCED CONCRETE SUPPORT STRUCTURE FOR

NEW PORCH, STEPS AND RAMP SYSTEM.

3. INSTALLATION OF NEW REINFORCED CONCRETE PORCH, STEPS AND RAM

SYSTEM AS INDICATED TO INCLUDE REINFORCED CONCRETE SPREAD

FOOTINGS, PIERS AND WALLS AS INDICATED.

4. INSTALLATION OF NEW ALUMINUM GUARDRAIL AND HANDRAIL SYSTEMS AS

INDICATED FOR NEW PORCH, STEP AND RAMP SYSTEM.

5. RESTRIPING (PAINTING) OF ADA PARKING AREA TO INCLUDE LINE STRIPING,

AISLE STRIPING AND ACCESSIBLE PARKING SPACE SYMBOLS.

6. INSTALLATION OF NEW ACCESSIBLE PARKING SPACE POST MOUNTED SIGNAGE.

7. FINISH GRADING AND SEEDING TO MATCH EXISTING CONTOURS.

ALTERNATE BID WORK INCLUDES THE FOLLOWING FOR COMPLETE INTERIOR FIT-OUT

OF THE GROUND FLOOR LEVEL TO INCLUDE ALL RELATED WORK TO COMPLETE SUCH:

1 INSULATION IN STEEL STUD WALL ABOVE PERIMETER CONCRETE CURB.

2. GALVANIZED STEEL STUD WALL AND CEMENT BOARD PARTITIONS.

3. INTERIOR DOORS AND FRAMES.

4. BASE AND WALL CABINETRY.

5. HIGH-LOW SERVICE COUNTER AND CABINETRY.

6. GYPSUM WALLBOARD CEILIINGS AND BULKHEADS.

7. 2 X 2 MOISTURE RESISTIVE ACOUSTICAL CEILINGS.

8. FIBERGLASS PANEL WALL FINISHES.

9. SOLID PVC TRIM BOARDS.

10. TOILET ACCESSORIES.

11. PROVIDE BATT INSULATION IN SECOND FLOOR FRAMING ABOVE GYPSUM

WALLBOARD (R-30 MIN.)

ALTERNATE 1A - DESCRIPTION OF WORKBASE BID - DESCRIPTION OF WORK ALTERNATE 1B - DESCRIPTION OF WORK

ALTERNATE 1C - DESCRIPTION OF WORK

DRY FLOODPROOFING

DRY FLOODPROOFING WAS DESIGNED IN ACCORDANCE WITH ASCE 7 AND

ASCE 20-14

ABBREVIATIONS

24"

MIN

36" MIN

60" MIN

1'- 0"

" M

1'-

0" 48" MIN

" M

CLEAR FLOOR SPACET-SHAPED TURNING SPACECIRCULAR TURNING SPACE

60" MIN

36" MIN

" M

IN>

" M

IN >1

60" MIN

MANEUVERING CLEARANCE IN ALCOVE

FORWARD APPROACH

MANEUVERING CLEARANCE IN ALCOVE

PARALLEL APPROACH

CLEAR FLOOR SPACE

KNEE AND TOE CLEARANCE

OBJECTS NOT ALLOWED IN

SHADED AREA

" M

9" M

11"

MIN

MAX

MIN

17" MIN

25" MAX

48" MIN

ACCESSIBILITY CHART (EXCERPTS FROM THE ICC 2018/ ANSI A117.1-2009.)

Lobby

" M

>2 7"

4" MAX

32" CLEAR

WIDTH @

POINT OF

PASSAGE OR

36" CLEAR

CONTINUOUS

PASSAGE

<2 7"

LIMITS OF PROTRUDING OBJECTS

" M

22"

MIN

" M

18"

MIN

X Y

SWINGING DOOR HINGE APPROACH

" M

APPROACH @ DOORWAYS W/O DOOR

FRONT APPROACH @ DOORWAYS

W/O DOOR, SLIDING OR FOLDING DOOR

" M

IN 12"

MIN

NOTE:

(*) IF BOTH CLOSER & LATCH PROVIDED

SWINGING DOOR FRONT APPROACH

12"

MIN

NOTE:

X = 36" MIN. IF Y = 60"

X = 42" MIN. IF Y = 54"

(*) IF BOTH CLOSER & LATCH PROVIDED

(**) 48" MIN IF BOTH CLOSER & LATCH PROVIDED

22"

MIN

" M

SWINGING DOOR LATCH APPROACH

" M

24"

MIN

NOTE:

(*) 54" MIN IF CLOSER PROVIDED

(**) 48" MIN IF CLOSER PROVIDED

" M

*) 24"

MIN

24"

MIN

" M

SLIDING / FOLDING DOOR

ACT

10'-0" AFF

GRAPHIC SYMBOLS

A.3

Name Elevation

STRUCTURAL COLUMN

GRID LINE & TAG

TYPE

MATERIAL LEGEND

HEIGHT

(WHERE

INDICATED)

STD STANDARD

S/STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SYM SYMBOL

T TREAD

T&G TONGUE AND GROOVE

T/ TOP OF

TD TRENCH DRAIN

TE TOP ELEVATION

TFF TOP OF FINISH FLOOR

THK THICKNESS

THRES THRESHOLD

TK BD TACKBOARD

TMPD TEMPERED

TN TRUE NORTH

TO TOP OF

TOC TOP OF CONCRETE OR TABLE OF

CONTENT

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL OR TOP OF SLAB

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UR URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VR VAPOR RETARDER

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WFR WOOD FRAME

WP WORKING POINT

WPM WATERPROOF MEMBRANE

WSCT WAINSCOT

OA OVERALL

OC ON CENTER

OFS OUTSIDE FACE OF STUDS

OH OVERHANG

OH DR OVERHEAD DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTION(AL)

ORD OVERFLOW ROOF DRAIN

PAR PARAPET

PART PARTIAL

PC PLUMBING CONTRACTOR

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PH PHASE

PIL PILASTER

PLAS PLASTER

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PREFAB PREFABRICATE

PRKG PARKING

PT PAINT

PTN PARTITION

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

R RADIUS OR RISER

RB RUBBER BASE OR RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCPTN RECEPTION

RD ROOF DRAIN

REC RECESSED

REF REFRIGERATOR OR REFERENCE

REINF REINFORCE

REM REMOVABLE

REQ REQUIRE

REQD REQUIRED

REST RESTROOM

REV REVISION

RLG RAILING

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RUBBER RBR

S SOUTH

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SKLT SKYLIGHT

SLNT SEALANT

SPEC SPECIFICATION

SST STAINLESS STEEL

GL GLASS

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNIT

GPC GYPSUM PLASTER CEILING

GR FL GROUND FLOOR

GSB GYPSUM SHEATHING BOARD

GWB GYPSUM WALL BOARD

GYM GYMNASIUM

GYP GYPSUM

H HIGH

HAZ HAZARD

HB HOSE BIBB

HC HANDICAP

HD HAND DRYER

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HMDF HOLLOW METAL DOOR AND FRAME

HNDRL HANDRAIL

HORIZ HORIZONTAL

HSKPG HOUSEKEEPING

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

IN INCH

INSUL INSULATION OR INSULATED

INT INTERIOR

JAN JANITOR

KITC KITCHEN

KPL KICKPLATE

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LDG LANDING

LKR LOCKER

LVR LOUVER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

ML&P METAL LATH AND PLASTER

MO MASONRY OPENING

MS MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALECORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

D DEPTH

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DRLV DOOR LOUVER

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EXP EXPOSED

EX, EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FAS FASCIA

FC FILE CABINET

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER W/CABINET

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE AND EQUIPMENT

FGL FIBERGLASS

FHC FIRE HOSE CABINET

FHP FULL HEIGHT PARTITION

FIN FINISH(ED)

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FRP FIBER REINFORCED PLASTIC

FT FOOT/FEET

FTG FOOTING

FURN FURNITURE

FUT FUTURE

FW FIRE WALL

GA GAGE

GALV GALVANIC or GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

SYMBOLS

" INCH

# NUMBER

' FOOT/FEET

@ AT

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

ACS DR ACCESS DOOR

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ALT ALTERNATE

AL or ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ATC ACOUSTICAL TILE CEILING

B/ OR B.O. BOTTOM OF

BD BOARD

BFF BELOW FINISH FLOOR

BITUM BITUMINOUS

BKBD BACKBOARD

BLDG BUILDING

BLKG BLOCKING

BLKHD BULKHEAD

BLW BELOW

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

C TO C CENTER TO CENTER

CAB CABINET

CD CONSTRUCTION DOCUMENTS

CER CERAMIC

CFLG COUNTERFLASHING

CG CORNER GUARD

CHEM CHEMICAL

CHFR CHAMFER

CIP CASE IN PLACE

CJ CONTROL JOINT OR CONSTRUCTION

JOINT

CL CENTER LINE OR CLASS

CLDG CLADDING

CLG CEILING

CLO CLOSET

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT(ION)

CONT CONTINUE(D) OR CONTINUOS

COORD COORDINATE

GENERAL NOTE:

NOT ALL ABBREVIATIONS OR TERMS INDICATED ARE

USED ON THESE CONTRACT DOCUMENTS.

ELEVATION DATUM

DOOR TAG

WINDOW / FRAME TAG

CEILING TAG

ROOM TAG

(ROOM NO NOT

ALWAYS SHOWN)

SHEET KEYNOTE

(NEW CONSTRUCTION)

DEMOLITION KEYNOTE

REVISION SEQUENCE

NUMBER

SECTION/

EXTERIOR

ELEVATION

REFERENCE

PARTITION TAG

INTERIOR

ELEVATION

REFERENCE

DETAIL /

CALLOUT

REFERENCE

BRICK MASONRY

CONCRETE UNIT

MASONRY

CONCRETE

CUT STONE,

CONCRETE TOPPING,

GROUT

EARTH

GRAVEL, STONE OR

DRAINAGE FILL

METAL (LARGE SCALE)

GYPSUM

WALL BOARD

PLYWOOD

EXTERIOR SHEATHING

RIGID INSULATION

FINISHED WOOD

WOOD, ROUGH FRAMING

BATT INSULATION

Name Elevation

S3A

VIEW REF

SHEET REF

VIEW REF

SHEET REF

VIEW REF

SHEET REF

A A-201

A-201

A-101

RM NAME

#,### SF

HR HOUR

STN STAIN(ED)

LVT LUXURY VINYL TILE

PL PROPERTY LINE

ACCESSIBLE WATER CLOSET

AND GRAB BARS

ACCESSIBLE AMBULATORY

WATER CLOSET

URINAL AND SCREEN LAVATORY DRINKING FOUNTAIN

HI LO

PROTRUDING DISPENSER

BELOW GRAB BAR

24"

MIN

42" MAX

PROTRUDING DISPENSER

ABOVE GRAB BAR

RECESSED DISPENSER MIRROR SOAP

DISPENSER

TALL

MIRROR

SANITARY

NAPKIN

DISPENSER

PAPER TOWEL

DISPENSER

w/WASTE

RECEPTACLE

PAPER TOWEL

DISPENSER

WASTE

RECEPTACLE

HAND DRYER

35" MAX TYP

40" MAX OVER COUNTER (**) OPERABLE CONTROLS SHALL FALL WITHIN

FORWARD APPROACH REACH RANGES

REQUIRED BY CODE REGULATIONS

BABY CHANGING

STATION

MOP RACK AND

SHELF

HOOKS MISC

CONTROLS

(FIRE PULLS, SWITCHES,

THERMOSTATS, FIRE

EXTINGUISHERS, SECURITY

PADS, ETC.)

OVERHEAD BRACED

COMPARTMENT SCREEN

(EXCERPTS FROM THE ICC 2009/ ANSI A117.1-2009.)T Y P I C A L M O U N T I N G H E I G H T S

2" M

36" MAX

24"

MIN

" M

24"

MIN

36" MAX

42" MAX

" M

20"

MIN

H C

" S

" M

AX 44

H C

" S

" M

S 72

56" WALL HUNG

59" FLR MTD

MIN CLR

40"

12"

MAX

42" MIN

"-3

60" MIN CLR

36" MIN

12"

MIN

24"

MIN

16"-18"

"-1

9" H

" S

17"-19"

36" MIN

CLR

" M

30" MIN

CLR

SCREEN

24" U.N.O.

13 12"

MIN

RIM

" M

" S

" M

17"-25"

KNEE & TOE SPACE

"-4

" M

HEADRAIL

DOOR26" STD

32" ACCESSIBLE

36"x36" TRANSFER TYPE ACCESSIBLE SHOWER

36" MIN CLR

BACK WALL

18"

36"x48"

CLEAR FLOOR SPACE

4" M

12"

MIN

6'-

" M

36" CLR

CONTROL

WALL

"-3

3" M

CONTROLS /

HAND SHOWER/

SOAP DISPENSER

LOCATION

PLAN ELEVATION

SHOWER ROD W/ CURTAIN

15"

MAX

℄ 15"

MAX

4" MAX ℄

ISSUED FOR BID

J:\

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M/ Ov er do rff , M ich ae l

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

G-002

GENERAL

INFORMATION

SHEET

SFS

DWG

4 4

EX. WALL ABOVE

3'-0" V.I.F.

1'-7" V.I.F.

1'- 7"

I.F

3'-0" V.I.F.

2'- 8 1

/2" V.

I.F

2'- 8 1

/2" V.

I.F

4'- 6"

I.F

2'- 8 1

/2" V.

I.F

2'- 8 1

/2" V.

I.F

'-3

I.F

40'-0" V.I.F.

3'-0" 3'-0" V.I.F. V.I.F.

EX. PEDIMENT

TO REMAIN

EXISTING FOOTINGS

TO REMAIN (TYP)

EXISTING COLUMNS

TO REMAIN (TYP)

EXISTING COLUMNS

TO REMAIN (TYP)

EX. PEDIMENT

TO REMAIN

EX. WALL ABOVE

ISSUED FOR BID

J:\

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M/ Ov er do rff , M ich ae l

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

REMOVE EXISTING CONCRETE STAIRWELL, STAIRS AND ENTRY DOOR AND FRAME IN THEIR

ENTIRETY.

REMOVE EXISTING STEEL PIPE COLUMNS IN THEIR ENTIRETY.

BREAK UP EXISTING CONCRETE FLOOR SLAB TO REMAIN IN PLACE & RECEIVE NEW COMPACTED

STONE FILL.

REMOVE EXISTING WINDOW AND/OR CONSTRUCTION TO PROVIDE FOR NEW INFILL.

REMOVE EXISTING DOOR AND FRAME TO PROVIDE FOR NEW INFILL.

REMOVE EXISTING CONCRETE WINDOW WELL WALLS IN THEIR ENTIRETY. BACKFILL AND

COMPACT. FINISH GRADE

TO MATCH EXISTING SURROUNDING GRADE.

A. DASHED ITEMS INDICATES TYPICAL WALLS, DOORS, FIXTURES, EQUIPMENT, ETC. TO BE

REMOVED, TYP., WITH OR WITHOUT KEYNOTE TAG, UNLESS NOTED OTHERWISE (U.N.O.)

B. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

WORK BY OTHERS.

C. EACH RESPECTIVE PRIME CONTRACTOR SHALL PATCH AND REPAIR SURFACES DISTURBED OR

DAMAGED DURING THEIR RESPECTIVE DEMOLITION WORK TO MATCH EXISTING ADJACENT

MATERIALS AND AS REQUIRED TO RECEIVE NEW FINISHES.

D. G.C. SHALL PATCH AND REPAIR ALL REMAINING EXISTING SURFACES AS REQUIRED TO RECEIVE

NEW MATERIALS AND FINISHES AS SCHEDULED.

E. EXISTING MASONRY OPENINGS BEING CLOSED OR NEW WORK AT EXISTING MASONRY WALLS

SHALL HAVE NEW WORK TOOTHED INTO EXISTING U.N.O.

F. EXISTING BUILDING ELEMENTS THAT INTERFERE WITH THE CONSTRUCTION OF THE NEW WORK

SHALL BE SELECTIVELY DEMOLISHED AND REBUILT TO MATCH EXISTING CONDITIONS AND

FINISHES.

G. ANY FIXED EQUIPMENT IN THE WORK AREAS THAT THE OWNER DOES NOT WISH TO KEEP MUST

BE PROPERLY DISPOSED OF BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST. OWNER

HAS FIRST RIGHT OF REFUSAL FOR ITEMS BEING REMOVED.

H. REMOVE ALL ELECTRICAL DEVICES, CONDUIT WIRING AND EQUIPMENT FROM THE BASEMENT IN

THEIR ENTIRETY. REMOVE WIRING BACK TO SOURCE.

I. CONTRACTOR SHALL HAVE ANY TEMPORARY INTERRUPTION AND/OR RELOCATION OF SERVICES/

UTILITIES SCHEDULED AND APPROVED BY BUILDING OWNER PRIOR TO START OF WORK.

J. CONTRACTORS SHALL COORDINATE DEMOLITION WORK WITH OTHER SCHEDULED DEMOLITION

WORK INDICATED ON ALL FLOORS

A-000

BASEMENT

FLOOR

DEMOLITION

PLAN & NOTES

SFS

DWG

0 8'4'2'SCALE: 1/4" = 1'-0"1 BASEMENT FLOOR DEMOLITION PLAN N

E S

PROJECT NORTHBASE BID

DEMOLITION KEY NOTES

DEMOLITION - GENERAL NOTES

PORTE COCHERE COLUMN

AND PIER TO REMAIN TYP.

CONCRETE CURBS

TO REMAIN TYP.

3 3 4

ISSUED FOR BID

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

REMOVE EXISTING WOOD FLOORING, JOISTS AND STEEL BEAMS IN THEIR ENTIRETY.

REMOVE EXISTING MASONRY BEARING WALL IN ITS ENTIRETY. SHORE SECOND FLOOR

FRAMING AS REQUIRED.

REMOVE EXISTING WOOD WINDOW IN ITS ENTIRETY.

REMOVE EXISTING WOOD DOOR AND FRAME IN THEIR ENTIRETY.

REMOVE EXISTING CONCRETE FLOOR SLAB IN ITS ENTIRETY.

REMOVE EXISTING FRAMED WALL IN ITS ENTIRETY.

REMOVE EXISTING CONCRETE SLAB OVER WINDOW WELL IN ITS ENTIRETY.

A. DASHED ITEMS INDICATES TYPICAL WALLS, DOORS, FIXTURES, EQUIPMENT, ETC. TO BE

REMOVED, TYP., WITH OR WITHOUT KEYNOTE TAG, UNLESS NOTED OTHERWISE (U.N.O.)

B. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

WORK BY OTHERS.

C. EACH RESPECTIVE PRIME CONTRACTOR SHALL PATCH AND REPAIR SURFACES DISTURBED OR

DAMAGED DURING THEIR RESPECTIVE DEMOLITION WORK TO MATCH EXISTING ADJACENT

MATERIALS AND AS REQUIRED TO RECEIVE NEW FINISHES.

D. G.C. SHALL PATCH AND REPAIR ALL REMAINING EXISTING SURFACES AS REQUIRED TO RECEIVE

NEW MATERIALS AND FINISHES AS SCHEDULED.

E. EXISTING MASONRY OPENINGS BEING CLOSED OR NEW WORK AT EXISTING MASONRY WALLS

SHALL HAVE NEW WORK TOOTHED INTO EXISTING U.N.O.

F. EXISTING BUILDING ELEMENTS THAT INTERFERE WITH THE CONSTRUCTION OF THE NEW WORK

SHALL BE SELECTIVELY DEMOLISHED AND REBUILT TO MATCH EXISTING CONDITIONS AND

FINISHES.

G. ANY FIXED EQUIPMENT IN THE WORK AREAS THAT THE OWNER DOES NOT WISH TO KEEP MUST

BE PROPERLY DISPOSED OF BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST. OWNER

HAS FIRST RIGHT OF REFUSAL FOR ITEMS BEING REMOVED.

H. REMOVE ALL ELECTRICAL DEVICES, CONDUIT WIRING AND EQUIPMENT FROM THE BASEMENT IN

THEIR ENTIRETY. REMOVE WIRING BACK TO SOURCE.

I. CONTRACTOR SHALL HAVE ANY TEMPORARY INTERRUPTION AND/OR RELOCATION OF SERVICES/

UTILITIES SCHEDULED AND APPROVED BY BUILDING OWNER PRIOR TO START OF WORK.

J. CONTRACTORS SHALL COORDINATE DEMOLITION WORK WITH OTHER SCHEDULED DEMOLITION

WORK INDICATED ON ALL FLOORS

A-001

GROUND FLOOR

DEMOLITION

PLAN & NOTES

SFS

DWG

0 8'4'2'SCALE: 1/4" = 1'-0"1 GROUND FLOOR DEMOLITION PLAN N

E S

PROJECT NORTHBASE BID

DEMOLITION KEY NOTES

DEMOLITION - GENERAL NOTES

MEMBRANE ROOFING

TO REMAIN

1 1

10 111011

6 7

EX CLOSET

826 SF

EX BEDROOM

826 SF

EX LIVING

ROOM

826 SF

EX BATH

826 SF

EX KIT

826 SF

EX ENTRY

826 SF

LAUNDRY

826 SF

EX CLOSET

826 SF

EX LIVING

ROOM

826 SF

EX KIT

826 SF

EX BATH

826 SF

EX BEDROOM

826 SF

EX CLOSET

826 SF

EX CLOSET

826 SF

ISSUED FOR BID

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

DEMOLITION KEYNOTES

REMOVE EXISTING WOOD WINDOW IN ITS ENTIRETY.

REMOVE EXISTING WOOD DOOR AND FRAME IN THEIR ENTIRETY.

REMOVE PORTION OF EXISTING WOOD SUB-FLOOR AS INDICATED.

REMOVE PORTION OF EXISTING WOOD SUB-FLOOR AND WOOD FRAMING AS INDICATED.

REMOVE EXISTING WOOD DOOR(S).

REMOVE EXISTING WOOD FRAMED NON-BEARING WALL OR PORTION OF AS INDICATED

N PLAN IN THEIR ENTIRETY.

REMOVE EXISTING VANITY IN ITS ENTIRETY.

REMOVE EXISTING COUNTERTOP AND BASE/WALL CABINETS IN THEIR ENTIRETY.

REMOVE EXISTING WOOD DECK AND REMNANTS OF STAIRS IN THEIR ENTIRETY.

REMOVE EXISTING SHINGLE ROOFING SYSTEM DOWN TO EXISTING DECK.

REMOVE EXISTING GUTTERS AND DOWNSPOUTS IN THEIR ENTIRETY.

A-002

SECOND FLOOR

DEMOLITION

PLAN & NOTES

SFS

DWG

DEMOLITION - GENERAL NOTES

A. DASHED ITEMS INDICATES TYPICAL WALLS, DOORS, FIXTURES, EQUIPMENT, ETC. TO BE REMOVED, TYP., WITH OR WITHOUT KEYNOTE TAG, UNLESS NOTED OTHERWISE (U.N.O.)

B. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

WORK BY OTHERS.

C. EACH RESPECTIVE PRIME CONTRACTOR SHALL PATCH AND REPAIR SURFACES DISTURBED OR

DAMAGED DURING THEIR RESPECTIVE DEMOLITION WORK TO MATCH EXISTING ADJACENT MATERIALS

AND AS REQUIRED TO RECEIVE NEW FINISHES.

D. G.C. SHALL PATCH AND REPAIR ALL REMAINING EXISTING SURFACES AS REQUIRED TO RECEIVE NEW

MATERIALS AND FINISHES AS SCHEDULED.

E. EXISTING MASONRY OPENINGS BEING CLOSED OR NEW WORK AT EXISTING MASONRY WALLS SHALL

HAVE NEW WORK TOOTHED INTO EXISTING U.N.O.

F. EXISTING BUILDING ELEMENTS THAT INTERFERE WITH THE CONSTRUCTION OF THE NEW WORK SHALL BE SELECTIVELY DEMOLISHED AND REBUILT TO MATCH EXISTING CONDITIONS AND FINISHES.

G. ANY FIXED EQUIPMENT IN THE WORK AREAS THAT THE OWNER DOES NOT WISH TO KEEP MUST BE

PROPERLY DISPOSED OF BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST. OWNER HAS

FIRST RIGHT OF REFUSAL FOR ITEMS BEING REMOVED.

H. REMOVE ALL ELECTRICAL DEVICES, CONDUIT WIRING AND EQUIPMENT FROM THE BASEMENT IN

THEIR ENTIRETY. REMOVE WIRING BACK TO SOURCE.

I. CONTRACTOR SHALL HAVE ANY TEMPORARY INTERRUPTION AND/OR RELOCATION OF SERVICES/

UTILITIES SCHEDULED AND APPROVED BY BUILDING OWNER PRIOR TO START OF WORK.

J. CONTRACTORS SHALL COORDINATE DEMOLITION WORK WITH OTHER SCHEDULED DEMOLITION WORK

INDICATED ON ALL FLOORS

K. CONTRACTOR SHALL FIELD VERIFY PRIOR TO DEMOLITION THAT ALL WALLS INDICATED TO BE

REMOVED ARE NON-BEARING AND

PROVIDE SHORING AS REQUIRED IF THEY ARE DEEMED TO BEARING WALLS.

0 8'4'2'SCALE: 1/4" = 1'-0"1 SECOND FLOOR DEMOLITION PLAN N

E S

PROJECT NORTHBASE BID

#4 @ 8" x 1'-0" LONG DOWEL ALONG EACH SIDE.

DRILL & SET INTO EXISTING CONCRETE W/

EPOXY ADHESIVE - TYP. EACH SIDE

4000 PSI MINIMUM CONCRETE

AIR ENTRIANED INFILL

EXISTING CONCRETE

FOUNDATION WALL

EXISTING CONCRETE

FOUNDATION WALL WALL INFILL W/ #4 @ 12" EACH WAY / EACH FACE

(FOR OPENINGS WITH WALL THICKNESS OF LESS THAN

8" WIDE ONLY ONE LAYER OF REBAR IS NEEDED

(CENTERED)

EXISTING OPENING V.I.F.

MIN.

TYP.

317.45 F.F.E.

VERIFY IN FIELD (V.I.F.)

6'-0"x6'-0"x1'-0"

CONCRETE PAD REINF

WITH (8) #5 EW, T&B

TYP. OF 6

EX STEEL PIPE

COL. TO REMAIN.

TYP. OF 6

TYP. REINF. T&B

8" PLATE WELDED TO EA

FACE OF COL WITH HOLES

FOR #5 REINF. T&B

1 1

TYP. TYP.

TYP.

OPENINGS TO REMAIN

FILL WINDOW WELL WITH

STONE

OPENINGS TO REMAIN

FILL WINDOW WELL

WITH STONE

3'-0" x 6'-0" x 1'-0"

CONCRETE PAD REINF.

W/ (8) #5 SW AND (4) #5

LW, T&B TYP. OF 4

NEW 3" STD STL PIPE WITH

8" PLATES FOR REBAR

ANCHORAGE - TYP OF 4

OPENINGS TO REMAIN

FILL WINDOW WELL WITH STONE

OPENINGS TO REMAIN

FILL WINDOW WELL

WITH STONE

ISSUED FOR BID

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M/ Ov er do rff , M ich ae l

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

CONSTRUCTION KEYNOTES

FULL DEPTH COMPACTED STONE INFILL OF BASEMENT LEVEL - APPROXIMATELY 7'-3" +/- TO BE

FIELD VERIFIED..

REINFORCED CONCRETE INFILL AT WINDOW WELLS. DOWELED INTO EXISTING WALLS. PROVIDE

FULL DEPTH INFILL

TO EXTENT POSSIBLE WITH EXISTING CONSTRUCTION. SEE TYPICAL DETAIL 2/A-100 THIS SHEET.

FULL DEPTH REINFORCED CONCRETE INFILL AT BASEMENT STAIR OPENING. DOWELED INTO

EXISTING WALLS. SEE TYPICAL

DETAIL 2/A-100 THIS SHEET.

EXISTING FOOTING BELOW TO REMAIN. CONCRETE BASEMENT FLOOR SLAB TO BE BROKEN UP.

EXISTING CONCRETE PEDIMENT IN BASEMENT TO REMAIN.

A-100

BASEMENT

FLOOR PLAN

& NOTES

SFS

DWG

CONSTRUCTION NOTES - GENERAL

A. - INDICATES EXISTING PARTITIONS OR EQUIPMENT TO REMAIN

B. - INDICATES NEW METAL STUD PARTITIONS

C. - INDICATES PARTITION TYPE

D. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START

OF ANY WORK.

E. ALL DIMENSIONS OF WALLS OR PARTITIONS ON THE FLOOR PLANS ARE TO FACE OF NEW METAL

STUDS, OR FACE OF EXISTING WALL OR PARTITION, AND ARE NOMINAL.

F. NEW MASONRY COURSING SHALL MATCH EXISTING COURSING.

G. NEW MASONRY WALLS SHALL BE TOOTHED INTO EXISTING U.N.O.

H. PROVIDE BLOCKING/METAL STRAPPING WITHIN STUD PARTITIONS FOR ALL WALL MOUNTED

ACCESSORIES/EQUIPMENT.

I. ALL NEW PLUMBING FIXTURES ARE BY THE P.C. SEE PLUMBING DRAWINGS.

J. SEE SHEET A-401 FOR MOUNTING HEIGHT CHART AND TOILET ACCESSORY SCHEDULE.

0 8'4'2'SCALE: 1/4" = 1'-0"1 BASEMENT FLOOR PLAN N

E S

PROJECT NORTH

NOT TO SCALE2 TYP. BASEMENT WALL INFILL PLAN DETAIL

A-100

TYP.

BASE BID

P16 F4.0x6.0

P16 F3.0

P16 F4.0x6.0 P16

F3.0

F2.0

F2 .0

'-9

'-4

'-2

40'-0" V.I.F.

'-3

" V .I.F

SEE DRAWING A-100 FOR NEW WORK IN

BASEMENT TO BE COMPLETED UNDER BASE BID

VERTICAL REINFORCING

FOR PIER W/ DIMENSIONS

> 16". SEE SCHEDULE FOR

SIZE AND QUANTITY

ADDITIONAL #3 TIES

FOR PIER W/ DIMENSIONS

> 18"

#3 TIES. SEE SCHEDULE

FOR SPACING

VERTICAL CORNER

REINFORCING. SEE

SCHEDULE FOR SIZE

2" CLEAR

FUTURE ANCHOR BOLT

LOCATIONS

3" C

" M

TIES. SEE PIER SCHEDULE

FOR SIZE AND SPACING

CONCRETE PIER. SEE

SCHEDULE FOR SIZE

CONCRETE FOOTING. SEE PLAN

FOR SIZE AND SCHEDULE FOR

REINFORCING

VERTICAL PIER REINFORCING.

SEE SCHEDULE

DOWELS TO MATCH VERTICAL

PIER REINFORCING

2" TIE SPACING

BOTTOM OF FOOTING

ELEV. SHALL BE 3'-6"

MIN BELOW FINISH

GRADE. TYP

FOOTING SCHEDULE

SIZE REINFORCEMENT

F2.0

MARK

2'-0"X1'-0"

REMARKS

(2)#5 CONT.

#5 @ 12" TRANSVERSE

F4.0 4'-0"X4'-0"X1'-0" (4)#5 EA. WAY

24" DIA 24" DIA X 36" DP

(8) #8 VERT

#3 TIES @ 16" O.C.

F4.0X6.0 4'-0"X6'-0"X1'-0"

(6)#5 SHORT WAY

(4)#5 LONG WAY

LONG SIDE PARALLEL

TO EXIST BLDG

PIER SCHEDULE

SIZE REINFORCEMENT

P16

MARK

1'-4"X1'-4"

REMARKS

(8) #8 BARS

#3 TIES 16" O.C.

F3.0 3'-0"X3'-0"X1'-0" (4)#4 EA. WAY

FIBER MESH W.W.F. 4" CONCRETE SLAB

VAPOR BARRIER

16" SOF-CUT OR

PREFORMED JOINTt/4 O

R 1-

1/4 " M

STONE BALLAST

ISSUED FOR BID

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

CONSTRUCTION KEYNOTES

4" CONCRETE SLAB ON GRADE REINFORCED WITH 4x4 W2.9xW2.9 W.W.F. OVER 4" COMPACTED

STONE FILL(AASHTO #57).

REINFORCED CONCRETE FOOTING AND PIER. SEE FOOTING AND PIER SCHEDULES AND TYPICAL

DETAILS THIS SHEET.

CONCRETE CONTROL JOINT IN FLOOR SLAB. SEE TYPICAL DETAIL 4 ON THIS SHEET.

FROST WALL FOR STEPS/STAIR AND RAMP. SEE TYPICAL DETAILS ON DRAWING NO. A-300.

FROST/FOUNDATION WALL FOR PORCH. SEE TYPICAL DETAILS ON DRAWING NO. A-300.

A-100A

BASEMENT

FLOOR PLAN

& NOTES

ALTERNATE BID

SFS

DWG

ALTERNATE 1B

BASE BID

CONSTRUCTION NOTES - GENERAL

A. - INDICATES EXISTING PARTITIONS OR EQUIPMENT TO REMAIN

B. - INDICATES NEW METAL STUD PARTITIONS

C. - INDICATES PARTITION TYPE

D. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START

OF ANY WORK.

E. ALL DIMENSIONS OF WALLS OR PARTITIONS ON THE FLOOR PLANS ARE TO FACE OF NEW METAL

STUDS, OR FACE OF EXISTING WALL OR PARTITION, AND ARE NOMINAL.

F. NEW MASONRY COURSING SHALL MATCH EXISTING COURSING.

G. NEW MASONRY WALLS SHALL BE TOOTHED INTO EXISTING U.N.O.

H. PROVIDE BLOCKING/METAL STRAPPING WITHIN STUD PARTITIONS FOR ALL WALL MOUNTED

ACCESSORIES/EQUIPMENT.

I. ALL NEW PLUIMBING FIXTURES ARE BY THE P.C. SEE PLUMBING DRAWINGS.

J. SEE SHEET A-001 FOR MOUNTING HEIGHT CHART AND SHEET A-103 FOR ACCESSORY SCHEDULE.

0 8'4'2'SCALE: 1/4" = 1'-0"1 BASEMENT FLOOR PLAN N

E S

PROJECT NORTH

NOT TO SCALE2 PIER DETAIL

NOT TO SCALE3 PIER TO FOOTING DETAIL

ALTERNATE 1B

317.45 F.F.E.

VERIFY IN FIELD (V.I.F.)

(SEE DRAWING NO. A-100)

NOT TO SCALE4 TYP. SLAB JOINT DETAIL

100A

V.I.F.

2'-10"

3'-6" 2'-10" V.I.F.

L1-LOWL2-LOW

L1-LOW

L2-LOW

TYP.

2'-10"

6'- 55 8"

CONTINUOUS 8"

CONCRETE CURB

TYP. @ PERIMETER

(T/ CURB EL = +4'-6"

AFF U.N.O)

CONTINUOUS

8" CONCRETE CURB

TYP. @ PERIMETER

(T/ CURB EL = +4'-6" AFF U.N.O.)

CONCRETE

GRADE BEAM

CONCRETE

GRADE BEAM

EXISTING

STEEL COLUMN

BELOW. TYP. OF 6

TYP.

3'-6" V.I.F.

V.I.F.

A-101

STEP CURB

CURB

BELOW, TYP.

CURB

BELOW, TYP.

STEP

CURB

T/ CURB EL. = +1.5'

AFF AT WINDOW

A-101

STEP

CURB

ABOVE CURB

T/ CURB EL. = +1.5'

AFF AT WINDOW

A-101

STEP

CURB

NEW STEEL

PIPE ANCHOR

BELOW. TYP. OF 4

ACCESS PLATFORM

SEE DETAIL 8 ON

THIS SHEET

STEEL LADDER

TO GRADE

8"Wx16"Lx36"H CONC

PIER W/(4) #6 VERT.

CENTERED IN OPENING

8"Wx16"Lx36"H CONC

PIER W/(4) #6 VERT.

CENTERED IN OPENING

8" CONCRETE SLAB

COMPACTED

STONE FILL

VAPOR BARRIER

2" x 24" HORIZONTAL

INSULATION

2" FOUNDATION INSULATION

TO 24" BELOW FINISH SLAB

EXISTING STONE VENEER

& CMU WALL

EXISTING FOUNDATION

WALL

EXISTING FINISH

GRADE VARIES

2" EXPANSION MATERIAL

2" C

EL = +4'-6" AFF

U.N.O.

# 5 @ 12" EW

#5 DOWEL x 18LG @24" DRILL

& EPOXY-GROUT WITH

SCREEN TUBE (6-1/2" EMBED

(AT N & S WALLS ONLY)

CONT. HYDROPHYLIC

WATERSTOP

#5 AT 12" VERT.

#4 AT 12" HORIZ.

PARTITION AS SHOWN &

CONTINUOUS METAL 'F'

REVEAL BY FRY REGLET

OR EQUAL AS PART OF

ALTERNATE BID

8" CONTINUOUS

CONCRETE CURB

PROVIDE GROUT-CLEANED

FINISH AT EXPOSED FACE OF

CURB TYP.

METAL STUDS @ 16" O.C.

BASE AS SCHEDULED

FINISH FLOOR

STRUCTURE OR

DECK ABOVE

STUDS STRAIGHT TO DECK

BATT INSULATION (R-19 MIN.)

2" CEMENT BOARD

EACH SIDE

CEILING WHERE OCCURS

FOAMED IN-PLACE CLOSED

CELL INSULATION FROM

FINISH FLOOR TO 4'-6" ABOVE

FINISH FLOOR - FILL VOID

B6 6" METAL STUD

1" DEEP LEG CHANNEL SECURED

TO STRUCTURE ABOVE

HORIZONTAL BRIDGING AS

REQUIRED

SUPPORT CHANNEL

DO NOT SECURE

STUD TO CHANNEL

MIN. CLEARANCE 1"

FOR DEFLECTION VA

4" M

SEE

PLAN

PROVIDE VERTICAL SLIP

CONNECTION

METAL STUDS @ 4'-0"

OC ATTACH TO

STRUCTURE ABOVE

(STAGGER

SUPPORTING SIDES)

CEILING

CEMENT BOARD

METAL STUDS WITH

TOP AND BOTTOM

RUNNERS, TYP.

W21x68 STEEL BEAM (2) 3 8" DIA. x 12" LONG

HOOKED ANCHORS W/

2" STD. HOOK WELDED

TO STEEL PLATE

GROUT CMU SOLID

@ BEARING PLATE

2 COURSES MINIMUM

2" MAX.

4" BEARING

MINIMUM

TYP.

16"

EXISTING OR NEW CMU

WHERE OCCURS

BEARING PLATE

10" x 3 4" x 0'-6"

MARK

GENERAL LINTEL NOTES:

ALL LINTELS SHALL BE GALVANIZED

PROVIDE 7"x7"x1

2" W/ (2) 3 4"Ø HEADED STUDS (8" EMBED) WELDED TO BOTTOM AT ALL STEEL BEAM

LINTELS, U.N.O. (SEE SCHEDULE).

UNLESS OTHERWISE NOTED, PROVIDE LINTELS OVER ALL OPENINGS LARGER THAN 1'-0" IN

MASONRY WALLS AND PARTITIONS

ALL LOOSE ANGLE LINTELS SHALL HAVE A MIN. BEARING OF 6" ON MASONRY. ALL BEAM SECTIONS

USED AS LINTELS SHALL HAVE A MIN. BEARING OF 8".

ALL WALL BEARING BEAMS AND BEAM LINTELS TO HAVE BEARING PLATES & HEADED STUD

ANCHORS UNLESS OTHERWISE NOTED, SEE TYPICAL BEAM BEARING DETAIL.

PROVIDE SOLID MASONRY UNDER FULL LENGTH OF BEARING PLATES AT EACH END OF ALL BEAMS

BEARING ON MASONRY.

PROVIDE 12" DIA. HEADED STUDS SAME SPACING AS VENEER TIES WELDED TO TOP OF STEEL BEAM

LINTELS.

PROVIDE VENEER TIES: MINIMUM OF 8" FROM EITHER END AND ONE IN THE CENTER. ADDITIONAL

TIES ARE TO BE SPACED AT 4'-0" O.C. MAX. FOR LARGE OPENINGS.

W8X10 W/ 3 8" X WIDTH

OF WALL CONT

BOTTOM PLATE

@ EXISTING MASONRY WALL LOCATIONS

FOR FLOOD VENT (LOW) PLATE WIDTH

TO MATCH EXISTING WALL

(2)4"X8" PRECAST

CONCRETE EA.

W/(1)#3 T&B

@ INFILL MASONRY

LOCATIONS FOR FLOOD VENT

(LOW)

STRUCTURAL LINTEL SCHEDULE

SIZE DETAIL REMARKS

2" C

2'- 0"

1'-4"

6" MIN.

COLUMN

EMBED

#4 TIES @12" (3) # 6 T&B

EX. OR NEW

STEEL COLUMN

STONE FILL

8" PLATE WELDED

TO EX. COL. W/ HOLES

FOR # 6 BARS

MIN.

3" CLR

#5 @12 EW

#5x 8' LONG @

12" O.C. BOTT-

CENTERED ON

GR BEAM

16"

OPENING WIDTH

3 14" MIN. REQ.

EMBED DEPTH

3 3 4" MIN. REQ.

EDGE DISTANCE

33 4"

16" .

3 14" MIN. REQ.

EMBED DEPTH

3 3 4" MIN. REQ.

EDGE DISTANCE

OUTSIDE FACE OF WALL

CONCRETE

CURB OR PIER

4"x4"W EMBEDDED SILL

PLATE WITH 12" DIAx4" LG

HEADED STUDS @ 6" O.C.

REMOVABLE

FLOOD PANELS

1'- 0"

3'- 0"

C8x11.5

C8 x1

1.5

C8 x1

1.5

C8 x1

1.5

4 x 4 x 3 8"

COLUMNS (TYP)

FACE OF

THE BUILDING

4" OPEN METAL

GRATING

5'-6"

STEEL LADDER

12" DIA x 4' DP

SONNETUBE FORMED

CONCRETE FOOTING

GALVANIZED

STEEL RAILING

NOTES: 1. TOP OF THE PLATFORM EL = +3'-0" A.F.F.

2. ALL STEEL SHALL BE HOT DIPPED GALVANIZED.

(FRAMING PLAN)

ISSUED FOR BID

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

W x6 8 A

'-9

I.F

CONSTRUCTION KEYNOTES

INSTALL W21 X 68 STEEL BEAM. REMOVE PORTION OF EXISTING CMU WALL TO CREATE

BEAM POCKET FOR BEARING.

SEE DETAIL 4/A-101 THIS SHEET.

REPAIR EXISTING CMU JAMBS AS REQUIRED. NEW MASONRY TO BE TOOTHED INTO

EXISTING.

INFILL EXISTING OPENING WITH CMU (THICKNESS TO MATCH EXISTING). NEW MASONRY TO

BE TOOTHED INTO EXISTING.

RECONSTRUCT EXISTING STONE VENEER WHERE CRACK OCCURS ABOVE WINDOW. SEE

PHOTOS AND ELEVATIONS.

RECONSTRUCT EXISTING STONE VENEER WHERE CRACK OCCURS BENEATH WINDOW. SEE

PHOTOS AND ELEVATIONS.

8" REINFORCED CONCRETE SLAB OVER FULL DEPTH COMPACTED STONE FILL (AASHTO

#57).

RECESS CONCRETE FLOOR SLAB AS REQUIRED TO RECEIVE NEW BRICK FINISH. NEW

FLOOR TO BE FLUSH WITH EXISTING TOP

STEP OF EXISTING EXTERIOR BRICK STEPS.

A-101

GROUND FLOOR

PLAN & NOTES

SFS

DWG

CONSTRUCTION NOTES - GENERAL

A. - INDICATES EXISTING PARTITIONS OR EQUIPMENT TO REMAIN

B. - INDICATES NEW METAL STUD PARTITIONS

C. - INDICATES PARTITION TYPE

D. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO

THE START OF ANY WORK.

E. ALL DIMENSIONS OF WALLS OR PARTITIONS ON THE FLOOR PLANS ARE TO FACE OF

NEW METAL STUDS, OR FACE OF EXISTING WALL OR PARTITION, AND ARE NOMINAL.

F. NEW MASONRY COURSING SHALL MATCH EXISTING COURSING.

G. NEW MASONRY WALLS SHALL BE TOOTHED INTO EXISTING U.N.O.

H. PROVIDE BLOCKING/METAL STRAPPING WITHIN STUD PARTITIONS FOR ALL WALL

MOUNTED ACCESSORIES/EQUIPMENT.

I. ALL NEW PLUIMBING FIXTURES ARE BY THE P.C. SEE PLUMBING DRAWINGS.

J. SEE SHEET A-001 FOR MOUNTING HEIGHT CHART AND SHEET A-103 FOR ACCESSORY

SCHEDULE.

K. INDICATES NEW WINDOW. SEE SHEET A-600 FOR WINDOW SCHEDULE

L. INDICATES NEW STEEL LINTEL. SEE SHEET A-??? FOR LINTEL SCHEDULE. L-# (HIGH OR

LOW)

NOT TO SCALEWALL TYPES

SCALE: 1/4" = 1'-0"1 GROUND FLOOR PLAN N

E S

PROJECT NORTH

B A-200

C A-201

D A-201

A A-200

A-200

A-101

TYP.

A-101

TYP.

SCALE: 3/4" = 1'-0"2 GROUND FLOOR SLAB AND CURB DETAIL

NOT TO SCALE3 TYP. GRADE BEAM DETAIL

SCALE: 3/4" = 1'-0"4 TYP. BEARING PLATE DETAIL

BASE BID

NOT TO SCALE5 TYP. TOP OF STUD WALL PARTITION DETAILS

0 11 2'1

2' 1'SCALE: 1 1/2" = 1'-0"7 FLOOD BARRIER DETAIL

SCALE: 1/2" = 1'-0" 0 4'2'1'8 ACCESS PLATFORM DETAIL

NOTES:

1. PROVIDE (4) #5 VERTICAL BARS @ 6" AT JAMBS OF ALL OPENINGS.

2. PROVIDE KEYED JOINTS WITH WATERSTOP IN CURB AT 20'-0" O.C.

MAX. DISCONTINUE HORIZONTAL REINFORCING AT JOINTS.

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

MEN'S

TOILET

WOMEN'S

TOILET

ASSEMBLY

PREP

HALL

J.C.

A-300

A-101

A-401

A-101

ACCESS PLATFORM

SEE DETAIL 8 ON

THIS SHEET

(BASE BID)

STEEL LADDER

TO GRADE

TYP.

DESIGNATED FLOOD

PANEL STORAGE AREA

STUDS STRAIGHT TO DECK OR

BRACE (CONTRACTOR'S

OPTION), SEE DETAILS THIS

SHEET

CEILING WHERE OCCURS

BASE AS SCHEDULED

FINISH FLOOR

STRUCTURE OR

DECK ABOVE

METAL STUDS @ 16" O.C.

BATT INSULATION (R-13 MIN.)

2" CEMENT BOARD

ONE SIDE

STRUCTURE ABOVE OR

CEILING WHERE OCCURS

EXISTING WALL OR NEW

WALL INFILL WHERE OCCURS

- DEPTH TO MATCH EXISTING

FLOOR LINE

2" CEMENT BOARD

ONE SIDE

TOP OF EXISTING WALL

OPENING TO BE FILLED

3 5 8" METAL STUDSM3

8" METAL STUD35

8" METAL STUD

METAL STUDS @ 16" O.C.

BASE AS SCHEDULED

FINISH FLOOR

STRUCTURE OR

DECK ABOVE

STUDS STRAIGHT TO DECK

BATT INSULATION (R-13 OR R-19

2" CEMENT BOARD

EACH SIDE

CEILING WHERE OCCURS

FOAMED IN-PLACE CLOSED

CELL INSULATION FROM

FINISH FLOOR TO 4'-6" ABOVE

FINISH FLOOR - FILL VOID

B6 6" METAL STUD

CONCRETE WALL

WHERE OCCURS

FLOOR BASE AS

SCHEDULED

CONCRETE CURB - SEE

DETAIL 5/ A-300

BATT INSULATION (R-13 MIN.)

DEEP LEG CHANNEL SECURED

TO STRUCTURE ABOVE

HORIZONTAL BRIDGING AS

REQUIREDSUPPORT CHANNEL

DO NOT SECURE

STUD TO CHANNEL

MIN. CLEARANCE 1"

FOR DEFLECTION

4" M

SEE

PLAN

PROVIDE VERTICAL SLIP

CONNECTION

METAL STUDS @ 4'-0"

OC ATTACH TO

STRUCTURE ABOVE

(STAGGER

SUPPORTING SIDES)

CEILING

GWB

METAL STUDS WITH

TOP AND BOTTOM

RUNNERS, TYP.

ISSUED FOR BID

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

CONSTRUCTION KEYNOTES

TRAVERTINE TEXTURED 5" REINFORCED STAMPED CONCRETE, LEVEL WITH NEW AND

EXISTING CURBS. SAW CUT 15" X 30" RUNNING PATTERN.

EXISTING BRICK STEPS. REPAIR BROKEN AND RESET LOOSE BRICK. NEW BRICK TO MATCH

EXISTING.

EXISTING CURB TO REMAIN.

36" HIGH - 1 12"Ø ALUMINUM HANDRAIL. SET IN EXISTING CURB AND RETURN TO WALL.

EXISTING WOOD PANELING TO BE PRESERVED. EXTERIOR FINISH ON NEW WALL TO

REPLICATE EXISTING PANEL PATTERN. NEW EXTERIOR FINISH TO BE CONSTRUCTED

WITH CEMENT FIBERBOARD PANELS AND MATCHING TRIM PROFILES.

REINFORCED CONCRETE CURB. SEE DETAILS ON SHEET NO. A-300.

REINFORCED CONCRETE RAMP UP TO STAMPED CONCRETE.

REINFORCED CONCRETE PORCH, STEP AND RAMP ACCESS SYSTEM.

36" HIGH - 1 12 "Ø ALUMINUM GUARD/HANDRAIL SYSTEM. REMOVABLE SETTING WHERE

INDICATED.

REINFORCED CONCRETE PAD FOR FUTURE SINGLE USE LIFT.

PARKING LOT STRIPING LAYOUT WITH HANDICAPPED SYMBOL AND ACCESS AISLE.

ADA COMPLIANT CONCRETE CURB CUT.

EXISTING STEEL COLUMN. PREP COLUMN TO RECEIVE NEW PAINT FINISH.

REPLACE EXISTING COLUMN BASE PLATE. PROVIDE NEW 13" X 3 4" X 1'-1" BASE PLATE

WELDED TO EXISTING COLUMN.. PROVIDE (4) 3 4" Ø (Fy= 36 ksi) x 9" "L" SHAPED ANCHOR

BOLTS ANCHORED TO NEW REINFORCED CONCRETE PIER AND SPREAD FOOTING.

TEMPORARILY SUPPORT PORTE COCHERE ROOF STRUCTURE AND COLUMNS DURING

BASE PLATE REPAIR AND NEW PIER AND CONCRETE FOOTING INSTALLATION.

WALL TYPES TYP. TOP OF STUD WALL PARTITION DETAILSNOT TO SCALE

A-101A

GROUND FLOOR

PLAN

WALL TYPES

AND NOTES

ALTERNATE BID

SFS

DWG

CONSTRUCTION NOTES - GENERAL

A. - INDICATES EXISTING PARTITIONS OR EQUIPMENT TO REMAIN

B. - INDICATES NEW METAL STUD PARTITIONS

C. - INDICATES PARTITION TYPE

D. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE

START OF ANY WORK.

E. ALL DIMENSIONS OF WALLS OR PARTITIONS ON THE FLOOR PLANS ARE TO FACE OF NEW

METAL STUDS, OR FACE OF EXISTING WALL OR PARTITION, AND ARE NOMINAL.

F. NEW MASONRY COURSING SHALL MATCH EXISTING COURSING.

G. NEW MASONRY WALLS SHALL BE TOOTHED INTO EXISTING U.N.O.

H. PROVIDE BLOCKING/METAL STRAPPING WITHIN STUD PARTITIONS FOR ALL WALL MOUNTED

ACCESSORIES/EQUIPMENT.

I. ALL NEW PLUMBING FIXTURES ARE BY THE P.C. SEE PLUMBING DRAWINGS.

J. SEE SHEET NO. A-400 FOR MOUNTING HEIGHT CHART AND FOR ACCESSORY SCHEDULE.

K. INDICATES NEW WINDOW. SEE SHEET NO. A-600 FOR WINDOW SCHEDULE

L. INDICATES NEW STEEL LINTEL. SEE SHEET NO. A-101 FOR LINTEL SCHEDULE.

L-# (HIGH OR LOW)

M. SEE SHEET NO. A-401 FOR LARGE SCALE TOILET PLANS AND INTERIOR FIT-OUT.

N. SEE SHEET NO. A-402 FOR LARGE SCALE LAYOUTS OF ALTERNATES 1A AND 1B.

O. SEE SHEET NO. A-401 FOR LARGE SCALE PLAN FOR DIMENSIONAL LAYOUT OF WALLS

AND SERVICE COUNTER.

SCALE: 1/4" = 1'-0"1 GROUND FLOOR PLAN N

E S

PROJECT NORTHALTERNATES 1A / 1B / 1C

A-402

A A-200

A-402

D A-201

B A-200

A-200

C A-201

A-300

ALT. 1A

ALT. 1B

A-401

ALT. 1C

A A-200

REMOVABLE

NOTE:

CONTRACTOR TO FIELD VERIFY SPOT ELEVATIONS. IF ADJUSTMENTS ARE REQUIRED THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT TO DEVELOP NEW RAMP LAYOUT.

REMOVABLE

NOT TO SCALE

M3M3

M3 M3

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

W5 W5

EX CLOSET

826 SF

EX BEDROOM

826 SF

EX LIVING

ROOM

826 SF

EX BATH

826 SF

EX KIT

826 SF

EX ENTRY

826 SF

LAUNDRY

826 SF

EX CLOSET

826 SF

EX LIVING

ROOM

826 SF

EX KIT

826 SF

EX BATH

826 SF

EX BEDROOM

826 SF

EX CLOSET

826 SF

EX CLOSET

826 SF

2 X 10 INFILL JOISTS

@ 16' O.C.

EXISTING 2X FRAMING

TO BE REMOVED

W21 X 68 STEEL BEAM

(+ 10'-9 14" ± V.I.F.)

EXISTING CONTINUOUS

2X TOP PLATE

EXISTING T & G PLYWOOD

SUB-FLOOR SHEATHING

EXISTING 2X FLOOR

JOISTS @ 16" O.C.±

8" Ø LAG - BOLT INTO JOIST

ABOVE @ 16" O.C.

(ALTERNATE SIDES OF WEB)

EXISTING 2X FLOOR

JOISTS @ 16" O.C.±

EXISTING CONTINUOUS

2X TOP PLATE

EXISTING 2X FLOOR

JOISTS @ 16" O.C.±

8" Ø LAG - BOLT INTO JOIST

ABOVE @ 16" O.C.

(ALTERNATE SIDES OF WEB)

W21 X 68 STEEL BEAM

(+ 10'-9 14" ± V.I.F.)

NEW OR EXISTING T& G PLYWOOD

SUB-FLOOR SHEATHING

EXISTING 6" ± CMU

WALL V.I.F.

EXISTING STONE

VENEER

NEW OR EXISTING 2 X10 FLOOR

JOISTS @ 16" O.C. ±

2 X 4 NAILER FOR EXISTING

JOIST BEARING

8" Ø LAG - BOLT INTO

EACH JOIST

CONTINUOUS P.T.

RIM BOARD

CONT. 6" X 4" X 516"

STEEL ANGLE (LLV)

8" Ø S.S. THREADED RODS @ 6"

O.C. W/ AC100 + GOLD ADHESIVE

STAGGERED ON CONT. ANGLE

CONFIRM TOP COURSE

IS GROUTED SOLID

PROVIDE GROUT FILL IF

NOT SOLID

NEW OR EXISTING T & G PLYWOOD

SUB-FLOOR SHEATHING

NEW TONGUE & GROOVE

SHEATHING

NEW TONGUE & GROOVE

SHEATHING

0'-

9 1 4"

I.F

6" O

ISSUED FOR BID

J:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77469-00

, P

, D

2 S . S

, P

04/26/2024

/17 /20

CONSTRUCTION KEYNOTES

PROVIDE NEW TONGUE & GROOVE SHEATHING - THICKNESS TO MATCH EXISTING.

INSTALL NEW FLOOR JOISTS AND SHEATHING AS INDICATED SEE DETAILS THIS SHEET.

A-102

SECOND FLOOR

PLAN & PARTIAL

SECOND FLOOR

FRAMING PLAN -

NOTES & DETAILS

SFS

DWG

CONSTRUCTION NOTES - GENERAL

A. - INDICATES EXISTING PARTITIONS OR EQUIPMENT TO REMAIN

B. - INDICATES NEW METAL STUD PARTITIONS

C. - INDICATES PARTITION TYPE

D. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO

THE START OF ANY WORK.

E. ALL DIMENSIONS OF WALLS OR PARTITIONS ON THE FLOOR PLANS ARE TO FACE OF

NEW METAL STUDS, OR FACE OF EXISTING WALL OR PARTITION, AND ARE NOMINAL.

F. NEW MASONRY COURSING SHALL MATCH EXISTING COURSING.

G. NEW MASONRY WALLS SHALL BE TOOTHED INTO EXISTING U.N.O.

H. PROVIDE BLOCKING/METAL STRAPPING WITHIN STUD PARTITIONS FOR ALL WALL

MOUNTED ACCESSORIES/EQUIPMENT.

I. ALL NEW PLUMBING FIXTURES ARE BY THE P.C. SEE PLUMBING DRAWINGS.

J. SEE SHEET A-401 FOR MOUNTING HEIGHT CHART AND TOILET ACCESSORY SCHEDULE.

0 8'4'2'SCALE: 1/4" = 1'-0"1 SECOND FLOOR PLAN N

E S

PROJECT NORTHBASE BID

0 8'4'2'SCALE: 1/4" = 1'-0"2 PARTIAL SECOND FLOOR FRAMING PLAN N

E S

PROJECT NORTH

SCALE: 3/4" = 1'-0"3 SECTION

SCALE: 3/4" = 1'-0"4 SECTION

SC…

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