3-NESD HS OFFICE RENOVATIONS CONTRACT DRAWINGS.pdf

PDF 17 MB Posted Aug 29, 2025

Attached to: NESD High School Main Office Renovations
Solicitation number: Not on record
Issued by: York County, Mcsherrystown Borough, Pennsylvania

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1-02 3564-004 NESD High School Main Office Renovations Project Manual Volume 1.pdf	PDF	Aug 29, 2025
2-02 3564-004 NESD High School Main Office Renovations Project Manual Volume 2.pdf	PDF	Aug 29, 2025

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LIST OF DRAWINGS:

THIS IS TO CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE, INFORMATION THIS IS TO CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE, INFORMATION AND BELIEF - THESE PLANS AND SPECIFICATIONS ARE IN ACCORDANCE AND BELIEF - THESE PLANS AND SPECIFICATIONS ARE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE BUILDING CODE, FIRE CODE, AND WITH APPLICABLE REQUIREMENTS OF THE BUILDING CODE, FIRE CODE, AND ENERGY CONSERVATION CONSTRUCTION CODE OF THE COMMONWEALTH ENERGY CONSERVATION CONSTRUCTION CODE OF THE COMMONWEALTH

OF PENNSYLVANIA.OF PENNSYLVANIA.

PROJECT ISSUE DATE: 08/29/2025

HUNT PROJECT NUMBER: 3564.004

CONTRACT DOCUMENTS

NORTHEASTERN SD-HS MAIN OFFICE RENOVATIONS

NORTHEASTERN SCHOOL DISTRICT

300 High St, Manchester, PA 17345

PROJECT SITE

GENERAL DRAWINGS

G1.1 SYMBOLS AND ABBREVIATIONS

CODE COMPLIANCE DRAWINGS

C01.1 CODE COMPLIANCE PLAN

SITE DRAWINGS

L1.1 EXISTING CONDITIONS PLAN

L1.2 EXISTING CONDITIONS DEMOLITION PLAN

L2.1 SITE IMPROVEMENTS PLAN

L3.1 SITE GRADING PLAN

L4.1 PHASE 1 SITE STAGING PLAN

STRUCTURAL DRAWINGS

S0.1 STRUCTURAL GENERAL NOTES

S0.2 FOUNDATION AND FRAMING DEMO PLAN - AREA G

S1.1 FOUNDATION PLAN

S1.2 ROOF FRAMING PLAN

S2.1 SCHEDULES

S3.1 FOUNDATION DETAILS

S4.1 FRAMING DETAILS

ARCHITECTURAL DRAWINGS

A0.0 OVERALL DEMOLITION PLAN

A0.1 DEMOLITION PLAN - AREA F

A0.2 FIRST FLOOR DEMOLITION PLAN - AREA G

A0.3 ENLARGED DEMOLITION PLAN @ OFFICE

A0.4 FIRST FLOOR DEMOLITION PLAN - AREA H

A0.5 ROOF DEMOLITION PLAN - AREAS G & H

A1.0 OVERALL CONSTRUCTION FLOOR PLAN

A1.1 FIRST FLOOR CONSTRUCTION PLAN - AREA G

A1.2 ENLARGED CONSTRUCTION PLAN @ OFFICE

A1.3 FIRST FLOOR CONSTRUCTION PLAN - AREA H

A1.4 ROOF CONSTRUCTION PLAN - AREA G

A2.1 FIRST FLOOR REFLECTED CEILING PLAN - AREA G

A2.2 ENLARGED CEILING PLAN AT OFFICE

A2.3 ENLARGED CEILING PLANS AT RECEPTION DESKS

A2.4 ENLARGED CEILING PLAN AT OFFICE (ALT # GC - 2)

A2.5 FIRST FLOOR REFLECTED CEILING PLAN - AREA H

A3.1 EXTERIOR ELEVATIONS & BUILDING SECTIONS

A4.1 WALL SECTIONS

A4.2 WALL SECTIONS

A5.1 ENLARGED RESTROOM PLANS & INTERIOR ELEVATIONS

A5.2 ENLARGED RECEPTION DESK PLANS AND ELEVATIONS

A6.1 DOOR AND WINDOW SCHEDULES, TYPES, & DETAILS

A7.1 PROJECT PARTITION TYPES

A8.1 FIRST FLOOR FINISH PLAN - AREA G & H

A8.2 FIRST FLOOR WALL FINISH PLAN - AREA G & H

A9.1 INTERIOR FINISH KEY AND SCHEDULES

A9.2 SIGNAGE PACKAGE

A10.1 FIRST FLOOR FURNITURE PLAN - AREA G

MECHANICAL DRAWINGS

H0.1 FIRST FLOOR HVAC DEMOLITION PLAN - AREA G

H0.2 ROOF HVAC DEMOLITION PLAN - AREA G

H1.1 FIRST FLOOR HVAC NEW WORK PLAN - AREA G

H1.2 ROOF HVAC NEW WORK PLAN - AREA G

H2.1 PARTIAL FIRST FLOOR PIPING PLAN - AREA F

H2.2 FIRST FLOOR PIPING PLAN - AREA G

H3.1 SCHEDULES & DETAILS

TECHNOLOGY DRAWINGS

T0.1 FIRST & SECOND FLOOR TECHNOLOGY DEMO KEY PLAN

T0.2 FIRST FLOOR TECHNOLOGY DEMO PLAN - AREA G

T0.3 FIRST FLOOR TECHNOLOGY DEMO PLAN - AREA L

T1.1 FIRST & SECOND FLOOR TECHNOLOGY KEY PLAN

T1.2 FIRST FLOOR TECHNOLOGY PLAN - AREA G

T1.3 FIRST FLOOR TECHNOLOGY PLAN - AREA L

T2.1 TECHNOLOGY DETAILS

ELECTRICAL DRAWINGS

E0.1 FIRST FLOOR DEMOLITION PLAN - AREA G

E1.1 FIRST FLOOR POWER PLAN - AREA G

E2.1 FIRST FLOOR LIGHTING & FA PLAN - AREA G

E3.1 SCHEDULES & DETAILS

FIRE PROTECTION DRAWINGS

FP1.1 FIRST FLOOR FIRE PROTECTION - AREA G

PLUMBING DRAWINGS

P1.1 FIRST FLOOR AND ROOF PLANS - AREA G

P2.1 SCHEDULES AND DETAILS

ABATEMENT DRAWINGS

AB1.1 MAIN OFFICE ASBESTOS ABATEMENT PLAN - AREA G

SITEWORK SYMBOLS SITEWORK SYMBOLS PLUMBING SYMBOLS HVAC SYMBOLS ELECTRICAL SYMBOLS TECHNOLOGY SYMBOLS ARCHITECTURAL SYMBOLS ARCHITECTURAL SYMBOLS

ARCHITECTURAL MATERIAL SYMBOLS

ELECTRICAL SYMBOLS

HVAC SYMBOLSPLUMBING SYMBOLS

+941.5

X 941.5

SAN

TEL

O/H

UGE

CONTROL POINT

UTILITY POLE W/

ANCHOR

SIGN

EXG. WATER VALVE

NEW WATER VALVE

UTILITY POLE W/

LIGHT

STREET LIGHT

EXG. FIRE HYDRANT

NEW FIRE HYDRANT

CATCH BASIN/ DRYWELL

CURB BOX VALVE

EXISTING DECIDIOUS TREE

EXISTING CONIFEROUS

TREE

EXG. ELEVATION

NEW ELEVATION

GAS LINE

EXISTING MANHOLE

NEW MANHOLE

NEW CONTOUR*

EXISTING ELECTRIC*

WATER LINE*

SANITARY LINE*

TELEPHONE LINE*

STORM SEWER*

OVERHEAD UTILITY

UNDERGROUND ELECTRIC*

ROAD CENTER LINE

*LINES SHOWN AS SCREENED(GRAY)

DENOTE EXISTING

X X

EDGE OF STREAM OR

SWALE

SHUBBERY, WOODS

EXISTING CULVERT

NEW CULVERT WITH

END SECTION

TEST PIT

TEST HOLE

TP-*

TH-*

RIP RAP

COORDINATE POINT

LOCATION

5/8" REBAR WITH

SURVEY CAP SET

EXISTING IRON ROD

EXISTING IRON PIPE

UTILITY POLE

ORIGINAL LOT LINE

DEED LINE

PROPERTY LINE

EXISTING FENCE}

NEW FENCE

GUARD RAIL

EASEMENT LINE

CONCRETE MONUMENT

DOMESTIC COLD

WATER PIPING

DOMESTIC HOT WATER

PIPING

DOMESTIC RECIRCULATING

WATER PIPING

SHUT OFF VALVE

POINT OF CONNECTION

SPRINKLER HEAD

VOLUME DAMPER

(CW)

(HW)

(HWR)

V (V)

(CD)CD

(OR)

(G)

NATURAL GAS

PIPING

BELOW SLAB

SANITARY PIPING

ABOVE SLAB

SANITARY PIPING

BELOW SLAB

STORM(ROOF DRAINAGE)

PIPING

ABOVE SLAB STORM(ROOF

DRAINAGE) PIPING

SANITARY

VENT PIPING

CONDENSATE

DRAIN PIPING

EXISTING PIPING TO

REMAIN.

EXISTING PIPING

AND EQUIPMENT TO

BE REMOVED

CHECK VALVE

FLOOR

PENETRATION

ACID WASTE

ACID VENT

HOT WATER

SUPPLY PIPING

HOT WATER

RETURN PIPING

CONDENSATE

DRAIN PIPING

REFRIGERANT

SUCTION PIPING

REFRIGERANT

LIQUID PIPING

EXG. PIPING &

EQUIPTMENT TO

REMAIN

SHUT-OFF VALVE

TOP-PIPE

CONECT

BOTTOM-PIPE

CONNECTION

BALANCING VALVE/ AUTOMATIC

FLOW/ CONTROL FITTING/

SPRINKLER UPRIGHT

AAD AUTOMATIC DAMPER

DIFFUSER NUMBER

CFM

GRILLE NUMBER CFM

CFM

D-1

G-1

R-1

DUCT W/ MANUAL

VOLUME DAMPER

SUPPLY AIR

DIFFUSER

GRILLER OR REG.

FIRE DAMPER

THERMOSTAT

W/GUARD

T G

10/8

SENSOR

MITERED ELBOW W/

TURNING VALVES

FIRST NUMBER IS SIZE SHOWN

FOR DUCT WIDTH

POINT OF

CONNECTION

DUCT DOWN

DUCT UP

DUCT PENETRATION THRU

FLOOR OR ROOF ABOVE

SUPPLY

DUCT PENETRATION THRU FLOOR OR

ROOF ABOVE EXHAUST OR RETURN

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

MAGNETIC STARTER

COMBINATION MAGNETIC MOTOR STARTER

AND FUSED DISCONNECT SWITCH

FLUSH WALL MOUNTED POWER PANEL

CP-1

SURFACE MOUNTED POWER PANEL

MOTOR TYPE ELECTRICAL LOAD

HAND DRYER / HAIR DRYER ELEC. LOAD

UV-UNIT VENT

AHU-AIR HANDLING UNIT

FC- FAN COIL UNIT

P-PUMP

EF-EXHAUST FAN

CU-CONDENSING UNIT

DUPLEX RECEPTACLE WALL MOUNTED

GFI-GROUND FAULT CIRCUIT INTERRUPT

IG-ISOLATED GROUND TYPE

WP-GROUND FAULT TYPE IN WATERPROOF CAST

ALUMINUM HOUSING

AC-MNT. ABOVE COUNTER BACKSPLASH

BC-MNT. BELOW COUNTER

SPECIAL RECEPTACLE WITH NEMA

CONFIGURATION SHOWN

14-50R

QUAD RECEPTACLE

TOGGLE SWITCH

KEYED TYPE TOGGLE SWITCH

0-10V DIMMING SWITCH

VACANCY SENSOR TYPE SWITCH

CEILING MOUNTED DOWN LIGHT FIXTURE

TRACK LIGHTING WITH FIXTURES

STRIP TYPE LIGHT FIXTURE

RECESSED LIGHT FIXTURE

2'X4' RECESSED LIGHT FIXTURE EM-DENOTED

EMERGENCY FIXTURE, CONNECTED TO

EMERGENCY CIRCUIT; NL-DENOTES NITE LIGHT

CKT. TYPES VARY REFER TO FIXTURE SCHEDULE

PENDANT MOUNTED LIGHT FIXTURE

CEILING MOUNTED EXIT SIGN(SINGLE FACE)

WALL MOUNTED EXIT SIGN (DUAL FACE)

ARROWS FOR EGRESS PATH DIRECTION

EXTERIOR WALL MOUNTED LIGHT FIXTURE

EMERGENCY EGRESS BATTERY BACKUP LIGHT FIXTURE

ILLUMINATED "AREA OF RESCUE

ASSISTANCE" SIGNAGE

CEILING MOUNTED VACANCY SENSOR

FIRE ALARM ANNUNCIATOR

FIRE ALARM CONTORL PANEL

"AREA OF RESCUE ASSISTANCE" MAIN CONTROL STATION

MANUAL FIRE ALARM PULL STATION

FAA

FACP

RATE OF RISE HEAT DETECTOR

SMOKE DETECTOR

DUCT SMOKE DETECTOR

FIRE ALARM VISUAL ANNUNCIATOR

FIRE ALARM AUD.-VIS. ANNUNCIATOR

MAGNETIC DOOR HOLDERM

S D

P1-1

F B

WAP

48"

C S

PROJ

INTERACTIVE DISPLAY

DAV

REX

HOME RUN OF WIRE AND CONDUIT

CABLE TRAY

FIBER OPTICAL CABLING

FLOOR POKE-THRU

MULTI COMPARTMENT POWER POLE

FLOOR BOX

PULL BOX

MULTI COMPARTMENT SURFACE RACEWAY

DATA OUTLET

WIRELESS ACCESS POINT

WALL MOUNT STYLE TELEPHONE

# = QUANTITY OF DATA OUTLETS

IN FACEPLATE IF GREATER THAN ONE

IP TELEPHONE

LOCATION ### =

PHONE TYPE

CEILING MOUNT SPEAKER

WALL MOUNT SPEAKER

HORN TYPE SPEAKER

SPEAKER VOLUME CONTROL

CLOCK/SPEAKER

CLOCK

TELEVISION OUTLET

PROJECTOR

DIGITAL INTERACTIVE DISPLAY

AUDIO/VIDEO CONNECTIONS

SECURITY CAMERA

CARD READER

# = CAM NUMBER

## = CAM. TYPE

INTERCOM

DOOR CONTRACT SWITCH

REQUEST TO EXIT SENSOR

ELECTRIC DOOR LOCK DEVICE (DOOR STRIKE)

LIGHTNING ARRESTOR

GENERAL SYMBOL ANNOTATIONS

"E" =EXISTING TO REMAIN

"R" =EXISTING TO BE REPLACED

"RE" =EXISTING TO BE RELOCATED

"WG" =PROVIDE WIRE GUARD

"W-MT" =WALL MOUNT

COMMUNICATIONS RACEWAY DEVICE LOCATION

COMMUNICATIONS BACKBOX LOCATION

ROOM NAME, NUMBER, &

APPROXIMATE AREA

BUILDING SECTION CALLOUT

WALL SECTION/ DETAIL

SECTION

EXISTING WALL/

CONSTRUCTION TO REMAIN

DEMOLITION WORK

NEW MASONRY WALL

CONSTRUCTION

NEW STUD WALL

CONSTRUCTION

EARTH/COMPACT FILL

POROUS FILL/GRAVEL

CONCRETE/ STRUCTURAL CONCRETE

SAND/ ARCHITECTURAL PRECAST

CONCRETE

CONCRETE MASONRY

BRICK/BRICK PAVERS

STEEL

FINISH WOODWORK

NOMINAL CUT LUMBER, CONTINUOUS

BLOCKING

BLOCKING SHIM

PLYWOOD/ PARTICLEBOARD

PLASTIC/ SOLID SURFACE

BATT INSULATION

RIGID INSULATION

FIREPROOFING

GLAZING

LATH AND PLASTER

CARPET

TERRAZZO

CERAMIC TILE - SECTION

GYPSUM WALL BOARD

? SF

INTERIOR ELEVATION CALLOUT

EXTERIOR ELEVATION CALLOUT

DETAIL/TITLE NUMBER

NEW COLUMN GRID LINE

CUT LINE

MATCH LINE

CENTERLINE

ELEVATION

INDICATOR

FEC

CASEWORK NUMBER & TYPE -

REFER TO CASEWORK SCHEDULE

WINDOW NUMBER

DOOR NUMBER

WALL PARTITION TYPE

DEMOLITION KEYNOTE

DRAWING KEYNOTE

MARKERBOARD AND

TACKBOARD TYPES

TOILET ACCESSORY TAG

FIRE EXTINGUISHER

CABINET

ELEVATION MARK OR

COORDINATE POINT

ROOF DRAIN

SLOPE

VENT PIPE

EXHAUST HOOD

LARGE CAPACITY COMMUNICATIONS BOX

WITH 2-GANG OPENINGCB

ARA

"AREA OF RESCUE ASSISTANCE" INTERCOM STATIONRR

FIXED HEAT DETECTORF 195

EXISTING COLUMN GRID LINE

TECHNOLOGY SYMBOLS

FO FO FO

BL BLUE LIGHT

C DIGITAL CLOCK

DOUBLE SIDED WALL MOUNTED CLOCKCC

HANDICAP DOOR ACTUATORHC

ACCESS CONTROL PANELACP

ASSISTIVE LISTENING CEILING SPEAKERS

ASSISTIVE LISTENING WALL SPEAKERS

ASSISTIVE LISTENING CONTROLLERAL

IR SPEAKERIR

DIGITAL SIGNTV

PROJECTION SCREENSCREEN

PUSH BUTTONPB

LOCKDOWN BUTTONLB

VISUAL NOTIFICATION STROBEVN

ILLUMINATED FACE

A AREA

A/C AIR CONDITIOING COOLING

AB ANCHOR BOLTS

ABV ABOVE

AC ALTERNATING CURRENT

ACT ACOUSTICAL TILE

AD AREA DRAIN

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJACENT

AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AHU AIR HANDLER

AL ALUMINUM

ALIGN ALIGNMENT

ALLOW ALLOWANCE

ALT ALTERNATE

AMP AMPERAGE

ANC ANCHOR(AGE)

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASB ASBESTOS

ASBC ASBESTOS CONTRACTOR

ASPH ASPHALT

AUX AUXILIARY

AVG AVERGAGE

AWG AMERICAN WIRE GAGE

BCJ BRICK CONTROL JOINT

BCU CLOWER COIL UNIT

BD BOARD

BEJ BRICK EXPANSION JOINT

BEL BELOW

BEV BEVELED

BF BOARD FEET

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK

BOF BOTTOM OF FOOTING

BOT BOTTOM

BPL BEARING PLATE

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNITS

BUR BUILT-UP ROOF

BW BOTH WAYS

C CHANNEL

C-C CENTER TO CENTER

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CBF HUNDRED BOARD FEET

CD COLD DRAWN

CEM CEMENT

CER CERAMIC

CF CUBIC FOOT

CFLG COUNTER FLASHING

CFM CUBIC FOOT/MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET/SECOND

CH CABINET HEATER

CHBD CHALKBOARD

CI CAST IRON

CIP CAST-IN PLACE CONCRETE

CIR CIRCLE

CJ CONTROL JOINT

CK CAULK(ING)

CLG CEILING

PROJECT NO:

Co py rig ht

: 2

5DRAWN BY:

CHECKED BY:

DATE:

PHASE:

H O

D S, N Y

- 1

R O

C H

R , N

- 7

D A, P A

- 4

"IT

A V

O F

O R

S, A

'S O

G H

N , N

- 8

Y, N

- 8

BID

N Y

E N

O . 0

E N

O . T

-1 W

W W

.H U

N T-

C O

G1.1 3564.004

D-

Hi gh

S t, M an ch es te r, PA

RAB

AJC

8/29/2025

CLO CLOSET

CLR CLEAR(ANCE)

CLS CLOSURE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, COMPANY

COL COLUMN

COMB COMNINATION

COMP COMPRESS(ED), (ION), (IBLE)

CON CONNECTOR, CONNECTION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT(OR)

COORD COORDINATE

CP CLAY PIPE

CPG COPING

CPR COPPER

CPT CARPET(ED)

CR COLD ROLLED

CRS COURSE(S)

CSMT CASEMENT

CST CAST STONE

CT CERAMIC TILE

CTR COUNTER

CU CUBIC

CULV CULVERT

CV CHECK VALVE

CW COLD WATER

CY CUBIC YARD

DBL DOUBLE

DC DIRECT CURRENT

DEG DEGREE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DLV DOOR LOUVER

DN DOWN

DOZ DOZEN

DP DAMP-PROOFING

DPR DAMPER

DR DOOR

DS DOUNSPOUT

DT DRAIN TILE

DTA DOVETAIL ANCHOR

DTL DETAIL

DWG DRAWING

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

ENC ENCLOSE, ENCLOSURE

ENG ENGINEER

ENT ENTRANCE

EOC EVERY OTHER COURSE

EOD EDGE OF DECK

EOS EDGE OF SLAB

EP ELECTRICAL PANEL BOARD

EQ EQUAL

EQP EQUIPMENT

EST ESTIMATE(D)

EW EACH WAY

EWC ELECTRICAL WATER COOL

EWF ELECTRIC WALL FAN

EXC EXCAVATE

EXG EXISTING

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM, FRESH AIR

FAI FRESH AIR INTAKE

FAS FASTENER

FB FACE BRICK

FBD FIBERBOARD

FBO FINSIHED BY OTHERS

FC FAN COIL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDR FOLDING DOOR

FE FIRE EXTINGUSIHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FGL FIBERGLASS

FIG FIGURE

FIN FINISH(ED)

FLCO FLOOR CLEANOUT

FLEX FLEXIBLE

FLG FLASHING

FLOUR FLOURESCENT

FLR FLOOR(ING)

FND FOUNDATION

FO FRAMED OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FP FIREPROOF

FPL FLOOR PLATE

FR FRAME(D), (ING)

FRT FIRE-RETARDANT

FT FOOT (')

FTG FOOTING

FUR FURRED, FURRING

FURN FURNITURE

FXT FIXTURE

GA GAGE, GAUGE

GALV GALVANIZED

GAS GAS

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GCMU GLAZED CMU

GD GRADE, GRADING

GF GRANULAR FILL

GFI GROUND FAILT INTERRUPTER

GI GALVANIZED IRON

GL GLASS, GLAZING

GP GALVANIZED PIPE

GPM GALLONS PER MINUTE

GSS GALVANIZED STEEL SHEET

GST GLAZED STRUCTURAL TILE

GVL GRAVEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HC HVAC CONTRACTOR

HCP HANDICAP

HD HEAVY DUTY

HDJT HEAD JOINT

HDR HEADER

HDW HARDWARE

HH HANDHOLE

HI HEIGHT OF INSTRUMENT

HK HOOK(S)

HM HOLLOW METAL

HOR HORIZONTAL

HP HORSEPOWER

HR HANDRAIL

HT HEIGHT

HTG HEATING

HTR HEATER

HTX HEAT EXCHANGER

HVAC HEATING, VENTILATION & AIR CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRANT

ID INSIDE DIAMETER

IN INCH (")

INCIN INCINERATOR

INCL INCLUDE(D), INCLUDING

INFO INFOMRATION

INS INSULATE(D)

INT INTERIOR

INV INVERT (ELEVATION)

IP IRON PIPE / IRON PIPE SIZE

JC JANITORS CLOSET

JF JOINT FILLER

JNT JOINT

JST JOIST

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L LENGTH

LAB LABORATORY

LAD LADDER

LAM LAMINATE(D)

LAT LATITUDE

LAV LAVATORY

LBL LABEL

LF LINEAR FOOT

LH LEFT HAND

LIC LICENSE(D)

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMS MINESTONE

LONG LONGITUDE, LONGITUDINAL

LP LIGHT PANEL

LPT LOW POINT

LRG LARGE

LT LIGHT

LTL LINTEL

LVR LOUVER

LVT LUXURY VINYL TILE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MBF 1000 BOARD FEET

MBR MEMBER

MC MECHANICAL CONTRACT(OR)

MECH MECHAIC(AL)

MED MEDIUM

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURE(R)

MGR MANAGER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MKBD MARKERBOARD

MLD MOULDING, MOLDING

MMB MEMBRANE

MNT MOUNT(ED), (ING)

MO MASONRY OPENING

MOD MODULAR

MON MONUMENT

MOV MOVABLE

MRB MARBLE

MRD METAL ROOF DECKING

MTFR METAL FURRING

MTL METAL

MULL MULLION

MULT MULTIPLE

MWK MILLWORK

N/F NOW OR FORMERLY

NA NOT AVAILABLE/APPLICABLE

NAT NATURAL

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NIC NOT IN CONTRACT

NL NAILABLE

NMT NON-METALLIC

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NS NEAR SIDE

NTS NOT TO SCALE

O/H OVERHEAD

OA OVERALL

OBS OBSCURE

OC ON CENTER(S)

OD OUTSIDE DIAMETER

OFF OFFICE

OHG OVERHANG

OPG OPENING

OPH OPPOSITE HAND

OPP OPPOSITE

OPS OPPOSITE SURFACE

ORIG ORIGINAL

OWSJ OPEN-WEB STEEL JOIST

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PC PLUMBING CONTRACT(OR)

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PE PORCELAIN ENAMEL

PEN PENETRATION

PERF PERFORATE(D)

PERI PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PFB PREFABRICATE(D)

PFN PREFINISH(ED)

PG PLATE GLASS

PKG PARKING

PL PLATE

PLAM PLATIC LAMINATE

PLAST PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLS PLASTIC

PNL PANEL

PNT PAINT(ED)

POB POINT OF BEGINNING

PR PAIR

PRF PREFORMED

PROJ PROJECT

PRT PRESERVATIVE TREATED

PSC PRE-STRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAPER TOWEL DISPENSER

PTM PATCH TO MATCH

PTN PARTITION

PTR PAPER TOWEL RECEPTOR

PV PAVE(D), PAVING

PVC POLYVINYL CHLORIDE

PVCP PVC PIPE

PVMT PAVEMENT

PWD PLYWOOD

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

R RISE(R)

RA RETURN AIR

RAD RADIUS

RBR RUBBER

RBT RABBET

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFR REFRIDERATOR, REFRIDGERATED

REG REGISTER

REINF REINFORCE(D), REINFORCING

REQ REQUIRED

RES RESILIENT

RET RETURN

REV REVISED, REVISION(S)

RFG ROOFING

RFH ROOF HATCH

RFL REFLECT(ED), (IVE), (OR)

RH RIGHT HAND

RIM RIM (ELEVATION)

RL RAIL(ING)

RM ROOM

RMV REMOVE

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RADIENT PANEL

RPM REVOLUTIONS PER MINUTE

RS REINFORCING STEEL

RT RUBBER TILE

RTE ROUTE

RWC RAINWATER CONDUCTOR

SAN SANITARY (SEWAR)

SB SPLASH BLOCK

SC SOLIDCORE

SCH SCHEDULE

SCN SCREEN

SD STORM DRAIN

SDG SIDING

SEC SECTION

SF SQUARE FOOT

SFGL SAFETY GLASS

SGT STRUCTURAL GLAZED TILE

SH SHELF, SHELVING

SHT SHEET

SHTG SHEATHING

SHWR SHOWER

SIM SIMILAR

SKL SKYLIGHT

SL SLEEVE

SNT SEALANT

SP SOUND PROOF

SPC SPACER

SPEC SPECIFICATION(S)

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STN STAIN(ED)

STOR STORAGE

STR STRUCTURAL

SUBSTR SUBSTRUCTURE

SUPT SUPERINTENDENT

SURF SURFACE

SUSP SUSPENDED

SW SWITCH

SY SQUARE YARD

SYS SYSTEM

T TREAD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TAB TABULATE

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPORARY, TEMPERATURE

TF TRANSPARENT FINISH

THK THICK(NESS)

THR THRESHOLD

TKBD TACKBOARD

TKS TACKSTRIP

TMBR TERMINATION BAR

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOL TOLERANCE

TOM TOP OF MASONRY

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TR TRANSON

TRM TOILET ROOM

TV TELEVISION, CABLE

TWP TOWNSHIP

TYP TYPICAL

TZ TERRAZZO

U/G UNDERGROUND

UC UNDERCUT

UN UNIT HEATER

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UNP UNPAINTED

UR URINAL

UV UNIT VENTILATOR

V VOLT

VB VINYL/RUBBER BASE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VENT VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABIRC

VIF VERIFY IN FIELD

VIN VINYL

VJ V-JOINT(ED)

VOL VOLUME

VWC VINYL WALL COVER

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WB WOODBASE

WC WATER CLOSET

WCO WALL CLEANOUT

WD WOOD

WDW WINDOW

WF WALL FIN RADIATION

WG WIRE(ED) GLASS

WH WALL HYDRANT

WHB WHEEL BUMPER

WI WROUGHT IRON

WM WIRE MESH

WP WATERPROOF(ED), (ING)

WR WATER REPELLENT

WS WATERSTOP

WSCT WAINSCOT

WT WEIGHT

WTW WALL TO WALL

WV WET VENT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

XSECT CROSS SECTION

YD YARD

YR YEAR

N O

F R

522 SF

ADMIN

RECEPTION

97 SF

GUIDANCE

OFFICE #3

96 SF

GUIDANCE

OFFICE #4

96 SF

GUIDANCE

OFFICE #5

370 SF

VESTIBULE

V-3

64 SF

ACADEMIC

STORAGE

97 SF

GUIDANCE

OFFICE #2

88 SF

COPY RM

112'-5"

148 SF

MEETING

ROOM

97 SF

GUIDANCE

OFFICE #1

219 SF

PRINCIPAL

111 SF

ADMIN

OFFICE

005 54 SF

ADMIN RR

002A

98 SF

STUDENT

STUDY

CENTER

011-A

107 SF

ADMIN

OFFICE

48 SF

GUIDANCE

213 SF

CORR

C-002

124 SF

ADMIN

OFFICE

126 SF

ADMIN

OFFICE

107 SF

STAFF WORK

ROOM

55 SF

STOR.

001A

275 SF

GUIDANCE

RECEPTION

120 SF

SECURE

VEST

415 SF

ADMIN

LOBBY

357 SF

VEST

V-5

79'-0"

71'-11"

10386 SF

CORRIDOR

283 SF

SECURE

CONFERENCE

ROOM

279 SF

GUIDANCE

CONFERENCE

ROOM

F.E.C.

RESCUE WINDOW + LABEL U.N.O.

HANDICAP ACCESSIBLE

FIRE EXTINGUISHER WALL HUNG

NEW FIRE EXTINGUISHER & CABINET

DRINKING FOUNTAIN

1 HOUR FIRE SEPARATION (ALL CORRIDOR WALLS)

2 HOUR FIRE SEPARATION

2 HOUR FIRE WALL

PATH OF EGRESS

TEMPORARY BARRIERS TO REMAIN DURING CONSTRUCTION

EXIT ACCESS TRAVEL DISTANCE. DENOTES THE MAXIMUM DISTANCE

TRAVELED TO A BUILDING EXIT OR STAIRWELL ENCLOSURE IN EACH

DIRECTION

COMMON PATH OF EGRESS TRAVEL. DENOTES THE TOTAL DISTANCE

TRAVELED BETWEEN EXITS

OCCUPANT LOAD (MAXIMUM ALLOWABLE OCCUPANT

LOAD, ACTUAL OCCUPANCY BASED ON HOME ROOM &

STAFF OCCUPANCY)

EXIT DOOR OCCUPANT CAPACITY

EXIT WIDTH @ 0.2"/OCC. = OCCUPANT CAPACITY

STAIR WIDTH @ 0.3"/OCC. = OCCUPANT CAPACITY

CORRIDOR OCCUPANT CAPACITY

CORRIDOR WIDTH @ 0.2"/OCC. = OCCUPANT CAPACITY

EXISTING TO REMAIN: 283,852 SQFT.

RENOVATIONS AND ALTERATIONS - LEVEL 1 AND 2: 5,376 SQ. FT.

GRAPHIC KEY - CODE COMPLIANCE

R.W.

F.E.C.

D.F.

65'

142'

65'

PROJECT NO:

Co py rig ht

: 2

5DRAWN BY:

CHECKED BY:

DATE:

PHASE:

H O

D S, N Y

- 1

R O

C H

R , N

- 7

D A, P A

- 4

"IT

A V

O F

O R

S, A

'S O

G H

N , N

- 8

Y, N

- 8

BID

N Y

E N

O . 0

E N

O . T

-1 W

W W

.H U

N T-

C O

B C

KEY PLAN

E F G H

J K

M N

C01.1 3564.004

S D-

Hi gh

S t, M an ch es te r, PA

RAB

AJC

8/29/2025

1/8" = 1'-0"1 CODE COMPLIANCE PLAN

1. PROJECT DESCRIPTION

NORTHEASTERN YORK HIGHSCHOOL - MAIN OFFICE RENOVATIONS

2. OCCUPANCY CLASSIFICATION COMPLIANCE (SECTION 302, 304, 311):

OCCUPANCY: (B) BUSINESS

3. TYPE OF CONSTRUCTION (SECTION 602):

CONSTRUCTION TYPE: II-B (EXISTING)

BUILDING HEIGHT: +/- 34'-2" FT. (EXISTING)

BASEMENT AREA TOTAL: 6,870 SQ. FT. (APPROX)

FIRST FLOOR AREA TOTAL: 271,076 SQ. FT. (APPROX)

SECOND FLOOR AREA TOTAL: 11,685 SQ. FT. (APPROX)

AREA OF RENOVATION: 5,376 SQ. FT. (APPROX)

4. ALLOWABLE BUILDING HEIGHT (TABLE 504.3):

BUILDING HEIGHT: 75'-0" (ALLOWABLE)

BUILDING HEIGHT: +/- 34'-2" (EXISTING)

4. FIRE PROTECTION SYSTEMS:

FIRE ALARM SYSTEM: (EXISTING TO BE REWORKED)

SPRINKLER SYSTEM: (EXISTING TO BE EXTENDED)

5. OCCUPANT LOAD (AREA OF RENOVATION) (SECTION 1004.5):

(B) BUSINESS: 4,851 SF / 150 SF GROSS = 33 OCCUPANTS

6. MEANS OF EGRESS (SECTION 1017.2):

(B) BUSINESS: TRAVEL DISTANCE (WITH SPRINKLER SYSTEM)

REQUIRED: 250' MAX.

PROVIDED: SEE PLAN

7. INTERIOR FINISHES (TABLE 803.13):

(OCCUPANCY - B) - SPRINKLERED

CLASS B - EXIT PASSAGEWAYS

CLASS C - CORRIDORS

CLASS C - ROOMS AND ENCLOSED SPACES

8. NUMBER OF PLUMBING FIXTURES (TABLE 2902.1):

WATER CLOSETS REQUIRED: 1 PER 25 FOR THE FIRST 50 OCCUPANTS AND

1 PER 50 OCCUPANTS THEREAFTER

PROVIDED: 2 UNISEX WATER CLOSETS

LAVATORIES REQUIRED: 1 PER 40 FOR THE FIRST 80 OCCUPANTS AND

1 PER 80 OCCUPANTS THEREAFTER

PROVIDED: 2 UNISEX LAVATORIES

CODES:

2018 IBC

2018 EIBC

2018 IMC

2018 IPC

2017 NEC

ADA: ICC A117.1-2009

N O

F R

10"

12" 12" 12"

10"

12" 10"

12"

12" 8"

8" 8"

10" 10"

10" 8"

10"

8" 8" 6"

10" 10"

24"

INV 448.30

6" PVC

INV 448.30

INV 448.22

OIL WATER

SEPARATOR

FENW

ICK DRIVE

HIGH STREET

HIGH STREETHIGH STREET

N 268500

E 2258500

N 268500

E 2257800

APPOX. LOCATION 8" WATER MAINAPPOX. LOCATION 8" WATER MAINAPPOX. LOCATION 8" WATER MAIN High Street

U T

GRAVEL

HVAC Unit H ar tm an S tre et

Cherry Alley

Stop and Do Not Enter

POB

Board Road (T-952)

' R igh t-o f-W ay

16' Right-of-Way

CMF

F ar ch t A lle y

Cooper Street (Unopened)

Pine Avenue

(Unopened)

U E

East M anchester Township - Zone: -Industrial

DistrictM anchester Borough - Public Transition Zone

Concrete

Manchester Borough

No Idling

IPF

Mount Wolf Borough Approximate Location of Municipal Boundary Line

Zone: R-1, Low Density Residential

Zone: Multiple Residential

Approxim ate

Location of M unicipal Boundary

Line

SAN

INV:431.7

SEE SHEETS C1.2, C2.1, C3.1

SURVEY CONTROL POINT TABLE

POINT NO.

NORTHING

268211.7270

268557.4200

268214.8920

268154.0400

268719.3970

267599.7310

267752.4250

268008.3980

268057.7160

268099.8690

268190.2960

268918.5005

269214.4207

269003.9115

268821.8799

269342.2524

EASTING

2257808.6120

2257728.5140

2257802.5470

2257803.9370

2258275.6720

2257138.0792

2257911.7840

2257886.6240

2257846.5670

2257819.7590

2257886.8280

2258250.8190

2258285.1680

2258536.1200

2258416.6660

2258443.8940

ELEVATION

469.33

466.21

469.47

469.18

465.52

497.32

465.85

469.29

469.14

470.41

469.00

463.29

467.05

460.03

459.60

466.89

DESCRIPTION

CP PK

SCALE:

EXISTING CONDITIONS PLAN - OVERALL SITE1 1"=75'

SCALE IN FEET

0 37.5 75 150 225

SCALE: 1" = 75'

PHASE:

"IT

A V

O F

O R

G A

R' S, A

O R

'S S

L1.1

ZBS

LMF

PROJECT NO:

Co py rig ht

DRAWN BY:

CHECKED BY:

DATE:

H O

D S, N Y

- 1

O C

, N Y

- 7

A, P

- 4

N Y

E N

O . 0

N O

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Y, N

- 7

W W

W .H

U N

T-

O M

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3564-004

08/29/25

BID

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text Weight Limit 4 Tons

AutoCAD SHX Text

AutoCAD SHX Text Electric Vault

AutoCAD SHX Text

AutoCAD SHX Text Metal Access Plate

AutoCAD SHX Text Telephone Pedestal

AutoCAD SHX Text

CMF

AutoCAD SHX Text

CMF

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text T

AutoCAD SHX Text Now or Formerly Northeastern School District Tax Map 76000MI0139 Deed Book 055D Page 0140

AutoCAD SHX Text W

AutoCAD SHX Text

CMF

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text W

AutoCAD SHX Text Met-Ed 228950- C26845

AutoCAD SHX Text Handicap Parking (Typical)

AutoCAD SHX Text Do Not Enter

AutoCAD SHX Text Now or Formerly Northeastern School District Tax Map 76000MI0139 Deed Book 096J Page 0931 1,676,119.8 Sq. Ft. 38.48 Acres

AutoCAD SHX Text

AutoCAD SHX Text Zone:-Multiple Residential

AutoCAD SHX Text Zone:-Public Transition

AutoCAD SHX Text Zone:-Multiple Residential

AutoCAD SHX Text Zone:-Public Transition

AutoCAD SHX Text Zone:-Multiple Residential

AutoCAD SHX Text Zone:-Public Transition

AutoCAD SHX Text Zone:-Low Density Residential

AutoCAD SHX Text Zone:-Public Transition

AutoCAD SHX Text 3" Water

AutoCAD SHX Text

LAWN AREA

AutoCAD SHX Text

MH-1

AutoCAD SHX Text I-3

AutoCAD SHX Text I-2

AutoCAD SHX Text S

AutoCAD SHX Text

SMH-1

AutoCAD SHX Text

AutoCAD SHX Text I-5

AutoCAD SHX Text I-4

AutoCAD SHX Text S

AutoCAD SHX Text

SMH-2

AutoCAD SHX Text

AutoCAD SHX Text I-12

AutoCAD SHX Text S

AutoCAD SHX Text

INV 446.0

AutoCAD SHX Text

AD-5 TG:435.90

AutoCAD SHX Text

INV:433.15

AutoCAD SHX Text

AD-3 TG:435.85

AutoCAD SHX Text

INV:432.33

AutoCAD SHX Text

AD-4 TG:435.85

AutoCAD SHX Text

INV:432.77

AutoCAD SHX Text

N 268500

E 2257800

U T

Grass

No Idling

TG 466.35'

Inv 462.95'

R D

SITE DEMOLITION NOTES:

1. REMOVE VEGETATION, TREES, AND STUMPS IN THEIR

ENTIRETY.

2. ALT GC-1: DEMOLISH EXISTING CANOPY COLUMN, SEE

STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR

DETAILS.

3. ALT GC-1: REMOVE CONCRETE SIDEWALK AND SUBBASE.

PHASE:

"IT

A V

O F

O R

G A

R' S, A

O R

'S S

L1.2

ZBS

LMF

1" = 10'SCALE:

EXISTING CONDITIONS/DEMOLITION PLAN1

PROJECT NO:

Co py rig ht

DRAWN BY:

CHECKED BY:

DATE:

H O

D S, N Y

- 1

, N Y

- 7

A, P

- 4

N Y

E N

O . 0

N O

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-1

G H

N , N

- 7

Y, N

- 7

W W

W .H

U N

T-

O M

S D

- H S

S T, M

R, P A

3564-004

08/29/25

BID

SCALE IN FEET

0 5 10 20 30

SCALE: 1" = 10'

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text Landscaped Area

AutoCAD SHX Text I-12

E 2257800

U T

Grass

No Idling

TG 466.35'

Inv 462.95'

R D

7.00'

3 PROVIDE 22 LF 4" DIA. HDPE STORM PIPE

SLOPED @ 2%

DW-1

RIM: 468.67

INV: 467.06

1" = 10'SCALE:

SITE IMPROVEMENTS PLAN1

SCALE IN FEET

0 5 10 20 30

SCALE: 1" = 10'

PHASE:

"IT

A V

O F

O R

G A

R' S, A

O R

'S S

L2.1

ZBS

LMF

# SITE IMPROVEMENT NOTES:

1. PROVIDE 5" THICK, FIBER REINFORCED CONCRETE

SIDEWALK, SEE DETAIL 2.

2. ALT #GC-1: PROVIDE CANOPY IMPROVEMENTS, SEE

STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR

DETAILS.

3. ALT #GC-1: PROVIDE 5" THICK, FIBER REINFORCED

CONCRETE SIDEWALK, SEE DETAIL 2/THIS SHEET.

4. ALT #GC-1: PROVIDE DOWNSPOUT BOOT CONNECTION,

SEE DETAIL 3/THIS SHEET.

5. ALT #GC-1: PROVIDE 4' DIA. 4' DEPTH DRYWELL, SEE

DETAIL 5/THIS SHEET.

NOTE:

1. SIDEWALK TO BE SCORED IN A 5' X 5'

SQUARE PATTERN OR AS SHOWN ON PLAN.

2. CONCRETE TO BE SCORED VIA HAND TOOLING THROUGHOUT SITE.

3. PROVIDE EXPANSION JOINT AND CAULK WHEREVER SIDEWALK MEETS EXISTING CONCRETE,

FOUNDATION, MASONRY SIDING

SEE SITE PLAN FOR WIDTH

5'± (SEE PLAN)

LAWN WITH 6" MIN.

TOPSOIL (TYP.)

SECTION VIEW

COMPACTED SUBGRADE

2" COVER

EXPANSION JOINT WITH

CHAMFER (20' MAX. BETWEEN

EXPANSION JOINTS)

LIGHT BROOM FINISH

SCORE JOINT (TYP),

*SEE NOTE*

6" MIN. GRANULAR FILL (2A

MODIFIED)

PLAN VIEW

SLOPE -1% MIN., -2% MAX

MIN. 4,000 PSI, FIBER REINFORCED CONCRETE (MIN. 5" THICK)

6x6 W2.9 x W2.9 WWF

-LAWN-

SCALE:

CONCRETE SIDEWALK DETAIL2 N.T.S.

2" COVER,

TYP

PROJECT NO:

Co py rig ht

DRAWN BY:

CHECKED BY:

DATE:

H O

D S, N Y

- 1

, N Y

- 7

A, P

- 4

N Y

E N

O . 0

N O

. T

-1

G H

N , N

- 7

Y, N

- 7

W W

W .H

U N

T-

O M

S D

- H S

S T, M

R, P A

3564-004

08/29/25

BID

IMPROVEMENTS LEGEND:

CONCRETE SIDEWALK

SLOPE

5" 6"

SEE SIDEWALK DETAIL

WHITE SDR-35

STORM

SEWER PIPE

90° BEND

COMPACTED

GRANULAR FILL

WHITE SDR-35 STORM

SEWER PIPE

1/2" EXPANSION

JOINT MATERIAL

WATERTIGHT

CONNECTION (TYP.)

WHITE SDR-35 DOWNSPOUT

ADAPTER FITTING, SIZE TO

COORDINATE WITH DOWNSPOUT

DOWNSPOUT,

SEE ARCHITECTURAL

SCALE:

ROOF DRAIN ADAPTER DETAIL3 N.T.S.

POINT OF INVERT AS MENTIONED ON

THE UTILITY PLAN

SCALE:

TYPICAL STORM TRENCH DETAIL4 N.T.S.

PAVEMENT AS

PER DETAILS

TOPSOIL, SEED

AND MULCH

GEOTEXTILE FABRIC

(MIRAFI 140 OR

APPROVED EQUAL)

WRAPPED AROUND STONE

SMOOTH INTERIOR HDPE

STORM SEWER EQUAL TO

ADVANCED DRAINAGE SYSTEM

(ADS) IN N-12 INSTALL IN

ACCORDANCE WITH

MANUFACTURER'S

RECOMMENDATIONS. FLARED

END SECTIONS SHALL BE N-12

FITTINGS AS MANUFACTURED

BY ADS

2A MODIFIED,

IN ACCORDANCE WITH

PENNDOT PUBLICATION 408.

GRANULAR FILL COMPACTED

TO 95% MIN. DENSITY ASTM

1557. ON SITE MATERIAL MAY

BE USED IF IT IS IN

ACCORDANCE WITH

PENNDOT PUBLICATION 408

6" 6"

12" 12"

NOMINAL DIA.

NOTE:

ALL TRENCHING SHALL

CONFORM TO O.S.H.A.

STANDARDS.

PAVEMENT LAWN

SELECT NATIVE FILL PLACED

IN 6" (MAX.) LIFTS &

COMPACTED TO 95% MIN.

DENSITY ASTM D-1557.

SCALE:

DRYWELL DETAIL5 N.T.S.

NOTE:

DRYWELL TO BE CERTIFIED TO CARRY H-20 HIGHWAY LOADING, AS MFG. BY ZEISER-WILBERT

VAULT, INC. OR APPROVED EQUAL WHEN IN PAVED AREAS.

TACK COAT

NEW PAVEMENT

UNDISTURBED

SOIL

HOLES 12" O.C.

TYP.

FRAME & GRATE SYRACUSE

CASTING 2379 NEENAH FOUNDRY

R-4820 OR APPROVED EQUAL

SEE PLAN

2' DIA

GEOTEXTILE FABRIC MIRIFI

140 OR APPROVED EQUAL TO

WRAP WASHED STONE. NO

NOT WRAP ACTUAL

CONCRETE STRUCTURE

SLOPES OF EXCAVATION TO

CONFORM TO O.S.H.A.

REGULATIONS

CRUSHED WASHED STONE

12" BASE LAYER 2A

MODIFIED STONE

COMPACTED TO 95%

DENSITY (MIN.) ASTM

D-1557

DRAIN HOLE DETAIL

LAWN

1 1/2"

BICYCLE SAFE FRAME &

GRATE IN ACCORDANCE

WITH PENNDOT RC45M

30" FOR 4.5' DIA DRYWELL

48" FOR 7.5' DIA DRYWELL

3' MIN

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text Landscaped Area

AutoCAD SHX Text I-12

E 2257800

U T

Grass

No Idling

TG 466.35'

Inv 462.95'

R D

MATCH EXISTING

468.86

MATCH EXISTING

468.34

MATCH EXISTING

ALT GC-1

1" = 10'SCALE:

SITE GRADING PLAN1

SCALE IN FEET

0 5 10 20 30

SCALE: 1" = 10'

PHASE:

"IT

A V

O F

O R

G A

R' S, A

O R

'S S

L3.1

ZBS

LMF

PROJECT NO:

Co py rig ht

DRAWN BY:

CHECKED BY:

DATE:

H O

D S, N Y

- 1

, N Y

- 7

A, P

- 4

N Y

E N

O . 0

N O

. T

-1

G H

N , N

- 7

Y, N

- 7

W W

W .H

U N

T-

O M

S D

- H S

S T, M

R, P A

3564-004

08/29/25

BID

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text Landscaped Area

AutoCAD SHX Text I-12

INV 462.91

INV 461.97

INV 461.14

INV 458.10

INV 458.00

INV 449.75

INV 449.63

INV 448.52

INV 460.08

INV 459.94

INV 459.75

INV 459.73

INV 459.60

INV 457.57

INV 458.92

INV 458.95

INV 459.65

INV 459.47

INV 455.24

INV 455.13

INV 454.24

INV 454.26

INV 453.02

INV 455.66

INV 452.96

INV 452.72

INV 456.88

INV 447.63

INV 446.58

INV 450.99

INV 448.42

INV 448.29

6' CHAIN LINK

FENCEGAS RISER

EDGE OF PAVE

INV 454.68

INV 454.85

INV 458.53

INV 462.73

INV 458.94

INV 461.74

INV 461.89

INV 461.69

INV 461.49

INV 461.87

INV 461.73

INV 463.91

INV 463.96

INV 463.73

INV 463.58

INV 463.72

INV 464.24

INV 462.12

INV 464.63

INV 464.57

INV 464.71

INV 464.86

INV 466.48

INV 466.43

INV 468.55

INV 468.57

TELE. BOX

ELEC. BOX

TELE. BOX

ELEC. BOX

TELE. BOX

CONC. HEADWALL

WATER METER

PIT

CONC. STEPS

HANDRAIL

CONC. BLOCK

RETAINING WALL

CONC. BLOCK

RETAINING WALL

CONC. BLOCK

RETAINING WALL

CONC. BLOCK

RETAINING WALL

HANDRAIL

CONC. STEPS

HANDRAIL

GAS LINE

MARKER

GAS LINE

MARKER

8' CHAIN LINK

FENCE

CONC. PAD

CONC. STEPS

8' CHAIN LINK

FENCE

N 269500

E 2258300

N 268500

E 2258500

N 268500

E 2257800

NORTHEASTERN SENIOR HIGH SCHOOL

300 HIGH STREET

NORTHEASTERN MIDDLE SCHOOL

4855 BOARD ROAD

SCHOOL SIGN

VENT PIPE

FIRE CONNECTION

CONDUIT

SCHOOL SIGN

Bituminous

Rim 465.81' Inv ℄ 456.32'

U T

HVAC Unit

Rim 462.76' Inv ℄ 449.35'

Rim 468.71' Inv 460.96'

Bituminous Walk

Concrete Pad With Electric Transformer

TG 455.85'

Inv ℄ 448.45'

36"

SLPP

Concrete Pad With Electric Transformer

Concrete Walk

Concrete Steps

Bituminous

Rim 457.59' Inv ℄ 448.39'

Concrete Wall

Concrete Walk

TG 464.87'

Inv ℄ 461.27'

TG 465.23'

Inv 460.95'

TG 464.76'

Inv 459.95'

TG 464.36'

Inv 460.88'

TG 464.41'

Inv SE 459.81' Inv NW 460.16'

Stop and Do Not Enter

TG 467.16'

Inv 464.11'

TG 467.18'

Inv 464.02'

466.80' Inv ℄ 462.50'

TG 464.75'

Inv ℄ 458.55'

Rim 465.94' Inv 458.24'

TG 467.17'

Inv 464.42'

Concrete WalkConcrete Walk

30" SLPP

POB

Rim 467.58' Inv 458.83'

Rim 454.27'

TG 456.15'

Inv ℄ 448.05

FFE 456.76'

FFE 469.38'

FFE

469.43'

FFE

469.46'

FFE 469.01'

FFE 469.07'

FFE 469.42'

455.32'

4" PVC

Unknown Size and

Type

18" X 36" Elliptical

SLPP

TG 455.69'

Inv ℄ 449.14'

Concrete Walk

G G G G

G G

G G G G G G G

G G

East M anchester Township - Zone: -Industrial

District

M anchester Borough - Public Transition Zone

Concrete

No Idling

24"

15"

15" CMP

Rim 456.99' Inv ℄ 452.14'

TG 465.64'

Inv 462.04'

4" Gas Installed and Capped for future connection to Existing Service

Zone: R-1, Low Density Residential

Rim 456.51' Inv ℄ 451.06' Approxim ate

Location of M unicipal Boundary

Line

GATE POST

BOYS LOCKER

ROOM ENTRANCE

GIRLS LOCKER

ROOM ENTRANCE

Roof Drain (Typ.)

R D

PHASE 1

STAGING AREA

TWO (2) MIN. 8' WIDE 6' HIGH

CHAINLINK SWING GATES

TWO (2) MIN. 8' WIDE, 6' HIGH

CHAINLINK SWING GATES

MIN. 8' WIDE, 6' HIGH

CHAINLINK MAN GATE

MIN. 6' HIGH TEMPORARY CHAINLINK

CONSTRUCTION FENCE

1" = 40'SCALE:

PHASE 1 SITE STAGING PLAN1

SCALE IN FEET

0 20 40 80 120

SCALE: 1" = 40'

PHASE:

"IT

A V

O F

O R

G A

R' S, A

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ZBS

LMF

PROJECT NO:

Co py rig ht

DRAWN BY:

CHECKED BY:

DATE:

H O

D S, N Y

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- 7

A, P

- 4

N Y

E N

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N O

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W W

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3564-004

08/29/25

BID

AutoCAD SHX Text

AutoCAD SHX Text Weight Limit 4 Tons

AutoCAD SHX Text Stop

AutoCAD SHX Text Speed Limit 15MPH & No Parking Information

AutoCAD SHX Text No Parking Information

AutoCAD SHX Text Speed Limit 25MPH

AutoCAD SHX Text Dugout

AutoCAD SHX Text Concrete Endwall

AutoCAD SHX Text TG 468.16' Inv 465.36'

AutoCAD SHX Text TG 455.49' Inv 449.59'

AutoCAD SHX Text

AutoCAD SHX Text No Parking Information

AutoCAD SHX Text Electric Vault

AutoCAD SHX Text Handicap Parking (Typical)

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Metal Access Plate

AutoCAD SHX Text Telephone Pedestal

AutoCAD SHX Text TG 464.28' Inv 459.27'

AutoCAD SHX Text TG 466.50' Inv 463.05'

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text T

AutoCAD SHX Text

FFE 469.46'

AutoCAD SHX Text

FFE 469.47'

AutoCAD SHX Text We Care

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text Electric Vault

AutoCAD SHX Text Landscaped Area

AutoCAD SHX Text No# With Underground Utilities

AutoCAD SHX Text Met-Ed 28990-26853 With Electric Meter

AutoCAD SHX Text W

AutoCAD SHX Text Met-Ed 28994- 26863 72059

AutoCAD SHX Text Met-Ed 28993-26864

AutoCAD SHX Text Met-Ed 228980- C26836 With Underground Utilities

AutoCAD SHX Text Met-Ed 228966- C26840

AutoCAD SHX Text Met-Ed 228950- C26845

AutoCAD SHX Text Handicap Parking (Typical)

AutoCAD SHX Text Do Not Enter

AutoCAD SHX Text Met-Ed 28936-26891

AutoCAD SHX Text Met-Ed 28925-26876

AutoCAD SHX Text Speed Limit 15MPH & Snow Emergency Route

AutoCAD SHX Text 3" Water

AutoCAD SHX Text I-3

AutoCAD SHX Text

SMH-1

AutoCAD SHX Text

AutoCAD SHX Text I-5

AutoCAD SHX Text I-4

AutoCAD SHX Text I-12

AutoCAD SHX Text

GENERAL STRUCTURAL NOTES

A. BUILDING CODES AND STANDARDS

1. THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATION REFERENCED

WITHIN, SHALL APPLY TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY

OF ALL WORK PERFORMED ON THE PROJECT.

"2018 INTERNATIONAL BUILDING CODE", "PENNSYLVANIA UNIFORM BUILDING CODE"

"MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES", (ANSI/ASCE 7)

AMERICAN SOCIETY OF CIVIL ENGINEERS.

2. ADDITIONAL CODES FOR MATERIALS SHALL BE FOUND IN THE APPROPRIATE SECTIONS

THAT FOLLOW. SEE THOSE SECTIONS FOR THE APPLICABLE CODES.

B. DESIGN LOADS

1. GRAVITY - DEAD LOADS

AREA PSF

EXISTING ROOF SELF WEIGHT (V.I.F.)

NEW ROOF 20 PSF

2. GRAVITY - LIVE LOADS

ROOF LIVE LOAD 20 PSF MIN. (SNOW LOAD USED WHEN GREATER)

ROOF SNOW LOAD 22 PSF (23 PSF UN-HEATED)+ DRIFTING (WHERE APPLICABLE)

(1) GROUND SNOW LOAD (Pg) = 25 PSF

(2) EXPOSURE FACTOR (Ce) = 1.00

(3) IMPORTANCE FACTOR (i) = 1.10

(4) THERMAL FACTOR (Ct) = 1.20

(5) SLOPE FACTOR (Cs) = 1.00

(6) DRIFT SURCHARGE

LOCATION MAX SURCHARGE DRIFT WIDTH

EXG. MAIN ROOF - SOUTH SIDE OF VESTIBULE (Pd) = 70 PSF (W) = 16'-3 3/8" EXG. MAIN ROOF - WEST SIDE OF VESTIBULE (Pd) = 79 PSF (W) = 18'-3" EXG. MAIN ROOF - WEST OF AUDITIORIUM (Pd) = 102 PSF (W) = 23'-6 7/8" EXG. VESTIBULE ROOF - FROM AUDITORIUM (Pd) = 59 PSF (W) = 18'-9 1/4" NEW CANOPY ROOF - FROM AUDITORIUM (Pd) = 69 PSF (W) = 15'-11 1/8" NEW CANOPY ROOF - FROM VESTIBULE (Pd) = 24 PSF (W) = 5'-7 1/2" NEW CANOPY ROOF - FROM EXG. MAIN ROOF (Pd) = 48 PSF (W) = 25'-5 1/2"

FLOOR LIVE LOADS

AREA PSF

SLAB-ON-GRADE, TYPICAL U.N.O. 100 PSF

3. WIND LOADS

BASIC WIND SPEED (V) = 120 MPH

ALLOWABLE DESIGN WIND SPEED (Vasd) = 93 MPH

OCCUPANCY RISK CATEGORY III

WIND EXPOSURE CATEGORY B

ENCLOSED BUILDING (MAIN BLDG.) (GCpi) = ±0.18 OPEN BUILDING (CANOPY) (GCpi) = ±0.00 MODIFICATION FACTORS (Kz) = 0.7, (Kzt) = 1.0, (Kd) = 0.85, (Ke) = 0.98

MAIN WIND-FORCE RESISTING SYSTEM LOADS (PSF) - MAIN BLDG.

WINDWARD (PER ZONE) LEEWARD (PER ZONE) OVERHANG (PER ZONE)

INTERIOR END INTERIOR END END CORNER

WALL: ROOF: WALL: ROOF: WALL: ROOF: WALL: ROOF: ROOF: ROOF:

+ 4.8 -19.1 +9.4 -27.4 -10.3 -12.1 -13.4 -15.6 -30.5 -38.8

COMPONENTS AND CLADDING - WALL NET DESIGN WIND PRESSURES (PSF) - MAIN BLDG.

EFFECTIVE AREA INTERIOR ZONE END ZONE

10SF +25.9 -28.1 +25.9 -34.7

500SF +19.3 -21.5 +19.3 -21.5

COMPONENTS AND CLADDING - ROOF NET DESIGN WIND PRESSURES (PSF) - MAIN BLDG.

ROOF SLOPE (0° TO 7°)

EFFECTIVE AREA INTERIOR ZONE END ZONE CORNER ZONE

10 SF +10.5 -25.9 +10.5 -43.4 +10.5 -65.4

100SF +8.3 -23.7 +8.3 -28.1 +8.3 -28.1

COMPONENTS AND CLADDING - ROOF NET DESIGN WIND PRESSURES - CANOPY

EFFECTIVE AREA INTERIOR ZONE

10 SF +19.6 -12.2

100SF +13.5 -10.1

4. LATERAL LOADS: SEISMIC

OCCUPANCY RISK CATEGORY III

IMPORTANCE FACTOR (I) = 1.25

SITE CLASS D (ASSUMED)

SEISMIC DESIGN CATEGORY B

SPECTRAL RESPONSE ACCELERATION (Sds) = 0.169 (Ss) = 0.159

(Sd1) = 0.072 (S1) = 0.045

5. FLOOD LOAD

AREA OUTSIDE 100 YEAR FLOOD AREA PER FEMA FLOOD INSURANCE MAP #42133C0204F.

6. ROOF RAIN LOAD DATA

RAIN INTENSITY (100 YEAR 60 MIN. DURATION) (i) = 2.96 IN/HR.

C. FOUNDATION/EARTHWORK/GEOTECHNICAL REPORT

1. DESIGN DATA:

FOUNDATIONS FOR THE BUILDING HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

GEOTECHNICAL EVALUATION "FOUNDATION REPORT PROPOSED ADDITIONS FOR

NORTHEASTERN HIGH SCHOOL" EEI PROJECT NO.: 38247.00 DATED 05/20/2025 AS PREPARED

BY EARTH ENGINEERING INCORPORATED , 149 MAIN STREET, EMMAUS, PA 18049. SEE THE

REPORT FOR ADDITIONAL INFORMATION.

ALL EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 4'-0" BELOW GRADE AND 1'-6"

BELOW INTERIOR FINISHED FLOOR GRADE. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT

AND STRUCTURAL ENGINEER IN ADVANCE OF ANY CONSTRUCTION TO ALLOW FOR

ADJUSTMENT.

2. FOUNDATION SYSTEM

SPREAD FOOTINGS

(1) BUILDING SPREAD AND STRIP FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL

SOILS OR PROPERLY PLACED AND COMPACTED ENGINEERED FILL WITH A MINIMUM

ALLOWABLE BEARING PRESSURE OF 3,000 PSF. BEARING PRESSURES SHALL BE

VERIFIED BY AN EXPERIENCED QUALIFIED GEOTECHINCAL ENGINEER PRIOR TO

PLACEMENT OF FOUNDATIONS.

(2) NEW FOOTING BEARING ELEVATIONS ARE TO MATCH ADJACENT EXISTING FOOTING

BEARING WHERE APPLICABLE UNLESS INDICATED OTHERWISE ON PLANS.

3. GENERAL

SEE THE SPECIFICATIONS FOR EXCAVATION, DEWATERING AND PREPARATION OF THE

FOUNDATION AND SLAB-ON-GRADE SUBGRADE, INCLUDING COMPACTION PROCEDURES.

CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS THAT MAY AFFECT THE

INSTALLATION OF THE FOUNDATION SYSTEM AS SHOWN PRIOR TO STARTING WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTING ALL EXISTING

UTILITIES, EXISTING STRUCTURES, ETC., WHETHER INDICATED OR NOT, WHICH MAY BE

AFFECTED BY THE CONSTRUCTION PROCESS.

UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT

THE STRUCTURAL ENGINEER'S APPROVAL.

BEARING ELEVATIONS INDICATED ON THE DRAWINGS ARE ESTIMATED FROM SOIL BEARING

AND EXISTING FOUNDATION ELEVATION DATA. PRIOR TO PLACING FOUNDATIONS, AN

EXPERIENCED, QUALIFIED GEOTECHNICAL ENGINEER SHALL MAKE DETERMINATION OF

FINAL BEARING ELEVATIONS AND VERIFICATION OF ALLOWABLE BEARING PRESSURE.

CONCRETE FOR FOUNDATIONS SHALL BE POURED ON THE SAME DAY SUBGRADE

APPROVAL IS GIVEN BY THE GEOTECHNICAL ENGINEER.

THE SLOPE BETWEEN THE LOWER EDGES OF ADJACENT FOUNDATIONS SHALL NOT EXCEED

45 DEGREES WITH THE HORIZONTAL, UNLESS INDICATED OTHERWISE ON PLANS. MAINTAIN

A 1:1 SLOPE FROM BOTTOM EDGE OF ANY EXCAVATION.

ALL SHORING, SHEETING, AND DEWATERING SHALL BE THE TOTAL RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR'S ENGINEER REGISTERED IN THE PROJECT'S

JURISDICTION SHALL DESIGN SHEETING AND SHORING. ALL SUBMITTALS SHALL BEAR THE

ENGINEER'S SEAL AND SIGNATURE.

4. BACKFILL

ALL BACKFILL SHALL BE ACCOMPLISHED USING MATERIAL APPROVED BY THE

GEOTECHNICAL ENGINEER, WITH OPTIMUM MOISTURE CONTENT FOR COMPACTING AND

SHALL BE FREE OF DEBRIS.

NO BACKFILL MATERIAL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL THE UPPER

BRACING FLOORS ARE IN PLACE FOR AT LEAST 7 DAYS, OR ADEQUATE BRACING, AS

ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION SHALL DESIGN BRACING. ALL

SUBMITTALS SHALL BEAR THE ENGINEER'S SEAL AND SIGNATURE.

WHERE THE FINAL GRADE ELEVATIONS ARE APPROXIMATELY EQUAL ON BOTH SIDES OF A

WALL, BACKFILL IN LIFTS TO MAINTAIN LEVEL ELEVATIONS WITHIN 10" ON BOTH SIDES AT

ANY TIME.

5. STRUCTURAL FILL

REFER TO SPECIFICATIONS FOR COMPACTED STRUCTURAL FILL. INSPECTION OF THE

PLACEMENT OF COMPACTED STRUCTURAL FILL SHALL BE BY AN EXPERIENCED, QUALIFIED

GEOTECHNICAL ENGINEER.

APPROVED MATERIAL SHOULD BE PLACED IN 8" MINIMUM INDIVIDUAL MOISTURE

CONDITIONED AS REQUIRED TO ACHIEVE COMPACTION TO A MINIMUM IN PLACE DENSITY

OF 95% MAX. IN ACCORDANCE WITH ASTM SPECIFICATION D-1557 (MODIFIED PROCTOR)

FOR FILL BELOW FOOTINGS AND SLABS-ON-GRADE.

D. CONSTRUCTION

1. GENERAL

UNAUTHORIZED REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT

DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS

PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.

THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED

FOR THE WEIGHTS OF MATERIALS INDICATED ON THE DRAWINGS AND FOR THE

SUPERIMPOSED LOADS INDICATED ON THE DRAWINGS AND FOR THE SUPERIMPOSED

LOADS INDICATED IN THE DESIGN LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND

CONSTRUCTION OF FALSE WORK, STAGINGS, BRACING, SHEETING AND SHORING, ETC. ALL

SHORING CALCULATIONS AND DRAWINGS SHALL BE SIGNED AND SEALED BY AN ENGINEER

REGISTERED IN THE STATE OF NEW YORK.

IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DETAILS AND SPECIFICATIONS, THE

MOST RIGID REQUIREMENTS SHALL GOVERN.

IMPLEMENTING JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

ALL COSTS OF INVESTIGATION AND/OR REDESIGN, DUE TO THE CONTRACTOR MIS

LOCATION OF STRUCTURAL ELEMENTS OR OTHER LACK OF CONFORMANCE WITH THE

PROJECT DOCUMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL

AND OTHER APPLICABLE DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS, SLEEVES,

CONCRETE HOUSEKEEPING PADS, INSERTS, AND DEPRESSIONS.

SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED INFORMATION

REGARDING FINISHES, FIREPROOFING, WATERPROOFING, ETC.

CONTRACTOR SHALL FURNISH DIMENSIONED SHOP DRAWINGS AT ALL LEVELS LOCATING

FLOOR AND ROOF EDGES FOR REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER.

CONTRACTOR SHALL FURNISH DIMENSIONED SHOP DRAWINGS AT ALL LEVELS SHOWING

THE LOCATIONS OF ALL SLEEVES AND OPENINGS REQUIRED BY ALL TRADES.

THE CONTRACTOR SHALL SUBMIT, FOR REVIEW, DRAWINGS AND CALCULATIONS SIGNED

AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION

FOR THE FOLLOWING ASSEMBLIES. THIS REVIEW SHALL BE FOR GENERAL CONFORMANCE

WITH THE PROJECT PARAMETERS AS INDICATED ON THE DRAWINGS AND IN THE GENERAL

NOTES. THE DESIGN OF THESE ASSEMBLIES IS THE RESPONSIBILITY OF THE ENGINEER

WHO HAS SIGNED AND SEALED THESE DRAWINGS AND CALCULATIONS. THE DESIGN OF

THESE ASSEMBLIES SHALL TAKE INTO ACCOUNT ALL VERTICAL AND LATERAL LOADS

REQUIRED BY APPLICABLE BUILDING CODES.

(1) SHORING AND BRACING SYSTEMS FOR ALL EXISTING BUILDING SUPPORT DURING

CONSTRUCTION. THE SUBMITTED DRAWINGS AND CALCULATIONS SHALL CLEARLY

SHOW THE LOAD REACTIONS AS APPLIED TO THE BUILDING STRUCTURE.

WORK NOT INCLUDED ON THE DRAWINGS BUT IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING PLACES ELSEWHERE ON THE DRAWINGS SHALL BE REPEATED.

EXISTING BUILDING INFORMATION SHOWN IS BASED ON EXISTING BUILDING DRAWINGS,

FIELD OBSERVATIONS, AND/OR ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL

VERIFY ALL EXISTING BUILDING INFORMATION SHOWN (DIMENSIONS, ELEVATIONS, ETC.)

AND NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES. NEW

SLABS ARE TO BE AT THE SAME ELEVATIONS AS ADJACENT EXISTING SLABS, UNLESS

INDICATED OTHERWISE. FOUNDATION ELEVATIONS OR COLUMN LENGTHS SHALL BE

ADJUSTED WITH THE APPROVAL OF THE STRUCTURAL ENGINEER TO ACHIEVE MATCHING

SLAB ELEVATIONS.

SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF MASONRY AND DRYWALL NON-

LOADBEARING PARTITIONS, PROVIDE SLIP CONNECTIONS THAT ALLOW VERTICAL

MOVEMENT AT THE HEADS OF ALL SUCH PARTITIONS. UNLESS SHOWN ON THE DRAWINGS,

THE CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE TOP OF THE WALLS LATERALLY

FOR THE CODE REQUIRED LATERAL LOAD. PROVIDE COMPRESSIBLE FIRE SAFING AT THE

TOP OF WALL AS REQUIRED BY ARCHITECTURAL DRAWINGS.

E. CONCRETE

1. CODES

"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318", AMERICAN

CONCRETE INSTITUTE.

"ACI MANUAL OF CONCRETE PRACTICE - PARTS 1 THROUGH 5".

"MANUAL OF STANDARD PRACTICE", CONCRETE REINFORCING STEEL INSTITUTE.

2. MATERIALS

THE FOLLOWING ASTM STANDARDS AND DESIGN STRESSES SHALL BE USED FOR THE

APPROPRIATE MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT.

APPLICATION f'c 28 DAYS WIEGHT (PCF) W/C(MAX)*

SLABS-ON-GRADE (INTERIOR) 3500 145 0.50

SLABS-ON-GRADE (EXTERIOR) 4000 145 0.45

FOOTINGS 3000 145 0.55

COLUMNS 4000 145 0.50

WALLS 4000 145 0.50

*PUMP MIXES: MAXIMUM WATER/CEMENT RATIO MUST BE MAINTAINED. IF

ADDITIONAL WORKABILITY IS REQUIRED FOR PUMPED PLACEMENT, THE HIGH OR

MID-RANGE WATER REDUCERS SHALL BE USED IN LIEU OF ADDITIONAL WATER.

CEMENT: ASTM C150; TYPE I OR III

ASTM C150; TYPE II FOR CONCRETE IN

CONTACT WITH EARTH.

CEMENT SUBSTITUTES: ASTM C595, TYPE IS (LIMIT TO 50% MAX

OF CEMENTITIOUS CONTENT BY WEIGHT)

AGGREGATES: ASTM C33 (NORMAL WEIGHT)

AIR: ASTM C260

CONCRETE EXPOSED TO WEATHER SHALL BE

AIR-ENTRAINED (5%±) (1-1/2%) BY VOLUME.

REINFORCEMENT:

DEFORMED REINFORCING BARS ASTM A615, GRADE 60

WELDABLE DEFORMED REINF. BARS ASTM A706 OR APPROVED EQUAL

WELDED WIRE FABRIC (WWF) ASTM A1064

THREADBAR AND COUPLER DYWIDAG MEETING ACI 318-12.14.3.4

SPLICES OR APPROVED EQUAL

ANCHORING SYSTEM:

ADHESIVE REINFORCING HILTI HY-200 SYSTEM OR APPROVED EQUAL

EXPANSION BOLTS HILTI KWIK BOLT TZ OR APPROVED EQUAL

3. CAST-IN-PLACE

REINFORCING STEEL CLEAR COVER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

(1) NONPRESTRESSED/ NON-POST-TENSIONED CONCRETE:

COVER

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 BARS AND LARGER 2"

#5 BARS AND SMALLER 1-1/2"

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS AND JOISTS: #11 BARS AND SMALLER 3/4"

BEAMS, AND COLUMNS:

PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS 1-1/2"

NO SPLICES OF REINFORCEMENT SHALL BE PERMITTED EXCEPT AS DETAILED OR

AUTHORIZED BY THE STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND

CORNERS. WHEN PERMITTED, SPLICES SHALL BE MADE BY CONTACT TENSION LAP

SPLICES, UNLESS OTHERWISE NOTED.

WELDED WIRE FABRIC REINFORCEMENT SHALL BE SUPPLIED IN SHEETS, EXCEPT FOR SLAB

ON GRADE CONSTRUCTION WHERE ROLLS MAY BE LAP TWO FULL MESH LENGTHS AT

SPLICES AND WIRE TOGETHER.

NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR

OR APPROVED BY THE STRUCTURAL ENGINEER.

PROVIDE PLASTIC TIPPED BOLSTERS AND CHAIRS AT ALL LOCATIONS WHERE THE

CONCRETE SURFACE IN CONTACT WITH THE BOLSTERS OR CHAIRS ARE EXPOSED.

CONSTRUCTION JOINTS AND CONTROL JOINTS IN SLABS ON GRADE SHALL BE ARRANGED

TO LIMIT MAXIMUM LENGTH BETWEEN JOINTS TO 15'-0" IN ANY DIRECTION. ALLOW A

MINIMUM OF 48 HOURS TIME BETWEEN PLACEMENT OF ADJACENT SECTIONS.

ALL FORMWORK, SHORING, AND RESHORING, SHALL BE DESIGNED BY THE CONTRACTOR'S

ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION. ALL SUBMISSIONS SHALL BEAR

THE ENGINEER'S SEAL AND SIGNATURE.

NO SLEEVES SHALL BE PLACED THROUGH ANY CONCRETE ELEMENT UNLESS SHOWN ON

THE STRUCTURAL DRAWINGS, APPROVED SLEEVING SHOP DRAWINGS OR SPECIFICALLY

AUTHORIZED IN WRITING BY THE STRUCTURAL ENGINEER.

ALL INSERTS AND SLEEVES SHALL BE CAST-IN-PLACE WHENEVER FEASIBLE. DRILLED OR

POWDER DRIVEN FASTENERS WILL BE PERMITTED WHEN PROVEN TO THE SATISFACTION

OF THE STRUCTURAL ENGINEER THAT THE FASTENERS WILL NOT SPALL THE CONCRETE

AND HAVE THE SAME CAPACITY AS CAST-IN-PLACE INSERTS.

WHEN INSTALLING EXPANSION BOLTS OR ADHESIVE ANCHORS, THE CONTRACTOR SHALL

TAKE MEASURES TO AVOID DRILLING OR…

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