VM_Shop_Full_Size_Drawings.pdf

3-TON MONORAIL AND HOIST ASSEMBLY, ATTACH TO PRE-ENGINEERED

BUILDING FRAME.

WINDOW ASSEMBLIES (WINDOW TYPE W1).

MANGANESE IRONSPOT MODULAR VELOR FACING BRICK ON SOUTH

FACADE.

BASE BID:

ROUGH-IN PLUMBING AND ELECTRICAL SUPPLY FOR FUTURE SINK,

DISPOSAL UNIT, AND FOR FUTURE DROP DOWN SCREEN WITH

OVERHEAD PROJECTOR MOUNT.

BID OPTION:

RESIDENTIAL CASEWORK, COUNTERTOPS, SINK AND DISPOSAL UNIT AS

INDICATED ON DRAWINGS.

THREE (3) 1829x1219mm (72"x48") VISUAL DISPLAY BOARDS AS

INDICATED ON DRAWINGS.

DROP DOWN SCREEN WITH OVERHEAD PROJECTOR MOUNT AS

INDICATED ON DRAWINGS.

WALL MOUNTED TELEVISION BRACKETS AS INDICATED ON DRAWINGS.

RELOCATE TWO (2) EXISTING VEHICLE LIFTS AS DIRECTED BY THE

GOVERNMENT.

BASE BID:

INSTALL 9.14M (30'-0") ELECTRIC SLIDE GATE AT LOCATION #1.

INSTALL 2.43M (8'-0") HIGH FENCE BETWEEN BUILDING AND GETTYSBURG

STREET (AS SHOWN ON C101).

GRADE AREA INSIDE FENCE AND INSTALL STONE BASE.

BID OPTION:

DELETE ELECTRICE SLIDE GATE AT LOCATION #1.

INSTALL 9.14M (30'-0") ELECTRIC SLIDE GATE AT LOCATION #2.

DELETE FENCE BETWEEN BUILDING AND GETTYSBURG STREET.

INSTALL 2.43M (8'-0") HIGH FENCE ALONG PERIMETER AREAS OF YORK

ROAD AND GETTYSBURG STREET AND CONNECT TO EXISTING FENCE.

EXPAND STRIP TOPSOIL, REGRADING, AND INSTALL STONE AREA INSIDE

NEW FENCE AREA.

209 SENATE AVENUE, CAMP HILL, PENNSYLVANIA, 17011

MAY 1, 2015

PROJECT NUMBER: LKLW959716

CONSOLIDATE VEHICLE

MAINTENANCE FUNCTION

PENNSYLVANIA AIR NATIONAL GUARD

193d RSG, FORT INDIANTOWN GAP, ANNVILLE, PENNSYLVANIA

BID DOCUMENTS

DRAWING INDEX

GENERAL

G001 COVER SHEET

CIVIL

C001 GENERAL NOTES & LEGEND

C100 DEMOLITION PLAN

C101 LAYOUT PLAN

C102 GRADING & STORMWATER MANAGEMENT PLAN

C103 BID OPTION #6 PLAN

C104 UTILITY PLAN

C105 EROSION AND SEDIMENTATION CONTROL PLAN

C301 UTILITY PROFILES

C302 STORM PROFILES

C501 DETAILS

C502 DETAILS

C503 DETAILS

C504 DETAILS

C505 DETAILS

C506 DETAILS

C507 DETAILS

C508 EROSION AND SEDIMENTATION CONTROL DETAILS

C801 EROSION AND SEDIMENTATION CONTROL NOTES

C802 EROSION AND SEDIMENTATION CONTROL NOTES

C803 EROSION AND SEDIMENTATION CONTROL NOTES

ARCHITECTURAL

A001 GENERAL NOTES, SYMBOLS, LEGENDS, & ABBREVIATIONS

A002 CODE PLAN & BUILDING INFORMATION

A100 DEMOLITION PLAN

A101 FLOOR PLAN

A102 ROOF PLAN

A103 REFLECTED CELING PLAN

A104 ROOM SIGNAGE PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 WALL SECTIONS

A303 WALL SECTIONS

A304 WALL SECTIONS

A401 ENLARGED DRAWINGS

A601 SCHEDULES, TYPES, & TYPICAL DETAILS

STRUCTURAL

S001 GENERAL NOTES

S101 FOUNDATION PLAN

S301 SECTIONS

S302 SECTIONS

S501 DETAILS

MECHANICAL

M100 HVAC, PLUMBING & FIRE PROTECTION SYMBOLS, ABBREVIATIONS & NOTES

M101 HVAC PLAN

M301 HVAC SECTIONS

M501 HVAC DETAILS

M601 HVAC SCHEDULES

PLUMBING

P101 PLUMBING PLANS

P102 PLUMBING PLANS

P501 PLUMBING SCHEDULES AND DETAILS

FIRE PROTECTION

FP101 FIRE PROTECTION PLAN

FP501 FIRE PROTECTION NOTES AND DETAILS

ELECTRICAL

E001 SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

E101 SITE PLAN

E102 LIGHTING FLOOR PLAN

E103 GENERAL POWER FLOOR PLAN

E104 GENERAL POWER COMPOSITE PLAN

E105 EQUIPMENT POWER FLOOR PLAN

E106 FIRE ALARM FLOOR PLAN

E107 TELECOMMUNICATION FLOOR PLAN

E108 POWER-TELECOM COORDINATION FLOOR PLAN

E501 DETAILS

E502 DETAILS

E601 NEW ONE-LINE DIAGRAM AND EXISTING ONE-LINE MODIFICATIONS

E602 PANEL SCHEDULES & LIGHTING FIXTURE SCHEDULE

BID OPTION #1 MONORAIL AND HOIST

BID OPTION #2 DAYLIGHTING

BID OPTION #3 MASONRY ACCENT

BID OPTION #4 CABS & EQUIPMENT

BID OPTION #5 EXISTING EQUIPMENT

BID OPTION #6 SITE IMPROVEMENTS

BRICK

CONCRETE MASONRY UNITS

ACOUSTICAL CMU

CMIU

STRUCTURAL GLAZED

FACING TILE/ GLAZED CMU

CONCRETE

GYPSUM BOARD / GROUT

BATT INSULATION

RIGID INSULATION

COARSE AGGREGATE /

BALLAST

STEEL

ALUMINUM

FINISH LUMBER

DIMENSIONAL LUMBER

SHIM

PLYWOOD

TILE / ACOUSTIC PANEL

EARTH / SOIL

SIM

A101

A101

SIM

BUILDING SECTION REFERENCE

DRAWING ON WHICH SECTION APPEARS

WALL SECTION REFERENCE

DRAWING ON WHICH SECTION APPEARS

DETAIL REFERENCE

DRAWING ON WHICH DETAIL APPEARS

101 DOOR NUMBER REFERENCE

101 ROOM NUMBER REFERENCE

LINTEL TYPE REFERENCEL-2

STRUCTURAL COLUMN REFERENCEA

W1

L1

TOILET ACCESSORY REFERENCE

WALL PARTITION REFERENCE

WINDOW TYPE REFERENCE

LOUVER TYPE REFERENCE

REVISION REFERENCE

KEYNOTE REFERENCE

A101 SIM

1 Ref

A101

DRAWING ON WHICH ELEVATION APPEARS

ELEVATION REFERENCE1 Ref

R ef

1 Ref

R ef

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A001

GENERAL NOTES,

SYMBOLS, LEGENDS, &

ABBREVIATIONS

MAY 1, 2015

CHBJASJAS

LKLW959716

C O

N

SO

LI

D

AT

E

VE

H

IC

LE

M

AI

N

TE

N

AN

C E

FU

N

C

TI

O N

PE

N

N

SY

LV

AN

IA

A

IR

N

AT

IO

N

AL

G U

AR

D

3d

R

SG

, F O

R T

IN

D

IA

N

TO

W

N G

AP

, A

N N

VI

LL

E, P

EN

N

SY

LV

AN

IA

BID DOCUMENTS

ARCHITECTURAL

RWC RAIN WATER CONDUCTOR

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SCHED SCHEDULE

SDG SIDING

SEC SECTION

SF SQUARE FOOT

SGFT STRUCTURAL GLAZED FACING TILE

SH SHOWER

SHM SECURITY HOLLOW METAL

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SIM SIMILAR

SKY SKYLIGHT

SLDR SLIDING DOOR

SMLS SEAMLESS

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

STWY STAIRWAY

SUPT SUPERINTENDENT

SUPVR SUPERVISOR

SURF SURFACE

SUSP SUSPENDED / SUSPENSION

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/ TOP OF

TAN TANGENT

TDD TELECOMMUNICATION DISPLAY DEVICE

TEL TELEPHONE

TEMP TEMPERORARY

TER TERRAZZO

THRU THROUGH

TLT TOILET

TRTD TREATED

TYP TYPICAL

UNO UNLESS NOTED OTEHRWISE

VAT VINYL ASBESTOS TILE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VERTICAL

W WEST

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDR WOOD DOOR

WH WATER HEATER

WTRPRF WATERPROOFING

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

GAR GARAGE

GEN GENERATOR

GFCI GOVERNMENT FURNISHED, CONTRACTOR

INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT

INSTALLED

GL GLASS

GLU-LAM GLUE-LAMINATED

GOVT GOVERNMENT

GR GRADE

GRD GROUND

GVL GRAVEL

GYP GYPSUM

H HIGH

HDWE HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DORO

HORIZ HORIZONTAL

HPT HIGH POINT

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

ICF INSULATED CONCRETE FORMS

ID INSIDE DIAMETER

IE THAT IS

IH INTAKE HOOD

INSUL INSULATED

INTR INTERIOR

JST JOIST

JT JOINT

L LONG

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LG LENGTH

LH LEFT HAND

LIB LIBRARY

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LT LIGHT

LWC LIGHTWEIGHT CONCRETE

M METER

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANIND

MFR MANUFACTURER

MGR MANAGER

MH MANHOLE

MIL MILITARY

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOLDING

MLP METAL LATH AND PLASTER

MM MILLIMETER

MO MASONRY OPENING

MOD MOTOR OPERATED DAMPER

MTG MOUNTING

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NRC NOISE-REDUCTION COEFFICENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OPPOSITE HAND

OHDR OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

P/L PROPERTY LINE

PASS PASSENGER

PERF PERFORATED

PGF POLISHED GROUND FACE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PORC PORCELAIN

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHOLRIDE

QTF QUARRY TILE FLOOR

R RADIUS

R RISER

RD ROOF DRAIN

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RET RETURN

REV REVISION

RFG ROOFING

RH RIGHT HAND

RM ROOM

ABV ABOVE

AC AIR CONDITIONING

ACST ACOUSTIC

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AL ALUMINUM

ALT ALTERNATE

ARCH ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

ASSN ASSOCIATION

ASST ASSISTANT

ASSY ASSEMBLY

AVE AVENUE

AVG AVERAGE

B BOTTOM

BALC BALCONY

BD BOARD

BETW BETWEEN

BLDG BLOCKING

BLKG BOILER

BLR BOILER

BM BEAM

BM BENCHMARK

BP BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

CAB CABINET

CAP CAPACITY

CARP CARPET

CDR COILING DOOR

CER CERAMIC

CFCI CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED

CFGI CONTRACTOR FURNISHED, GOVERNMENT

INSTALLED

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMIU CONCRETE MASONRY INSULATED UNIT

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CO CLEANOUT

CO COMPANY

COL COLUMN

COMP COMPOSITION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CRV CURVED

CSK CONTERSINK

CTD COATED

CTR CENTER

CUH CABINET UNIT HEATER

D DEPTH

DBL DOUBLE

DEG DEGREE

DEP DEPARTMENT

DET DETAIL

DGL DIAGONAL

DIA DIAMETER

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DN DOWN

DPN DEMOUNTABLE PARTITION

MANUFACTURER

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

E.G. FOR EXAMPLE

EA EACH

EF EXHAUST FAN

EGEN EMERGENCY GENERATOR

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

FAB FABRICATE

FBD FIBERBOARD

FD FLOOR DRAIN

FDN FOUNDATION

FDR FIRE DOOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHY FIRE HYDRANT

FIN FINISH

FL FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLR FLOOR

FLRG FLOORING

FP FIREPROOF

FRP FIBER-REINFORCED PLASTIC

FT FOOR

FTG FOOTING

FURN FURNITURE

GA GAUGE / GAGE

GALV GALVANIZED

MATERIALS LEGEND

SYMBOLS LEGEND GENERAL NOTES

1 ALL WORK TO CONFORM TO REQUIREMENTS OF THE GOVERNING

BUILDING CODE, OSHA AND ALL OTHER APPLICABLE CODES, RULES,

REGULATIONS, ORDINANCES, ETC. IN THEIR LATEST EDITION. ALL WORK

SHALL CONFORM TO REQUIREMENTS OF ALL AUTHORITIES HAVING

JURISDICTION.

2 ALL WORK THAT IS IMPLIED OR REASONABLY INFERRED BY THE

DRAWINGS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR'S ATTENTION IS DIRECTED TO INCLUDE ALL DRAWINGS

COMPRISING THE COMPLETE SET. THE INCLUSION OF ANY AND ALL

WORK BY MENTION, NOTATION, DETAIL, ITEMIZATION OR IMPLICATION,

HOWEVER BRIEF, MEANS THAT THE CONTRACTOR SHALL PROVIDE AND

INSTALL SAME AT NO ADDITIONAL COST OR BURDEN TO THE OWNER.

ALL WORK PERFORMED SHALL INCLUDE ALL APPURTENANCES AND

APPARATUS NORMALLY DEEMED TO BE PART OF A COMPLETE PACKAGE

WITHIN THE DEFINITIONS OF ORDINARY INDUSTRY STANDARDS. ALL

TRADES ARE RESPONSIBLE FOR REVIEWING THE ENTIRE SET OF

DRAWINGS THEREBY NOTING AND INCLUDING THEIR WORK AS

APPLICABLE. THE INTENT OF THE DRAWING SET IS TO RESULT IN A

COMPLETE AND FINISHED PROJECT IN ALL REGARDS AT THE

CONCLUSION OF THE WORK. CONTRACTOR TO INCLUDE ALL WORK,

WHETHER SHOWN OR NOT, AS MAY BE NECESSARY TO ACCOMPLISH THE

INTENDED RESULT.

3 ALL PERMITS, INSPECTIONS, APPROVALS, ETC. SHALL BE APPLIED AND

PAID FOR BY THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE

FOR THE ARRANGING AND COORDINATING ALL REQUIRED INSPECTIONS

AND FOR SECURING ALL NECESSARY APPROVALS OF THE WORK.

4 CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE PROJECT

THROUGH INSPECTION OF THE SITE AND REVIEW OF THE DRAWINGS SO

AS TO THOROUGHLY UNDERSTAND THE NATURE AND REQUIREMENTS OF

THE WORK. ANY AND ALL DISCREPANCIES OR OMISSIONS SHALL BE

REPORTED TO THE OWNER PRIOR TO THE COMMENCEMENT OF ANY

WORK AFFECTED BY SUCH DISCREPANCY OR OMISSION. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT

DISCREPANCIES OR OMISSIONS ARE REPORTED AND CLARIFICATION

OBTAINED PRIOR TO WORK BEING PERFORMED. ANY AND ALL WORK

PROCEEDING OTHERWISE AND THEN FOUND TO BE INCORRECT OR

INCONSISTENT WITH THE INTENDED RESULT SHALL BE REMOVED,

REPLACED AND/OR CORRECTED BY THE CONTRACTOR AT NO

ADDITIONAL COST OR BURDEN TO THE OWNER. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND LOCATIONS IN THE FIELD. CONTRACTOR

TO COORDINATE ALL WORK WITH CONDITIONS ENCOUNTERED IN THE

FIELD AND MAKE ALL NECESSARY ADJUSTMENTS ACCORDINGLY.

5 CONTRACTOR IS RESPONSIBLE FOR FINAL FIT, FINISH, APPEARANCE AND

PERFORMANCE OF ALL WORK.

6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE

WORK SITE PRIOR TO THE COMMENCEMENT OF WORK.

7 CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AFFECTING THE

WORK PRIOR TO BIDDING AND SHALL FAMILIARIZE HIMSELF WITH ALL

ASPECTS OF THE WORK PRIOR TO COMMENCEMENT.

8 ALL MATERIALS SHALL BE APPLIED, INSTALLED OR UTILIZED IN

ACCORDANCE WITH MANUFACTURER’S PRINTED LITERATURE.

9 ALL WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE

MANNER, MATCHING AND ALIGNING ALL SURFACES SO AS TO AFFORD A

NEAT FINISHED APPEARANCE. CONTRACTOR SHALL CLEAN ALL

SURFACES FREE OF SOIL, DIRT, REFUSE AND DEBRIS RESULTANT FROM

THE WORK. ALL ADJACENT SURFACES SHALL BE LEFT AS THEY

APPEARED PRIOR TO COMMENCEMENT OF THE WORK. CONTRACTOR

RESPONSIBLE TO PROVIDE ADEQUATE PROTECTION OF ALL ADJACENT

AND EXISTING SURFACES TO REMAIN SUFFICIENT TO ENSURE AGAINST

DAMAGE DURING CONSTRUCTION OPERATIONS. AT CONCLUSION OF

THE WORK, ALL FINISHED EXPOSED SURFACES INCLUDING GLASS,

ALUMINUM AND FINISHED HARDWARE SHALL BE THOROUGHLY CLEANED

TO THE SATISFACTION OF THE GOVERNMENT.

10 ALL WORK SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM

DAMAGE AT ALL TIMES REGARDLESS OF THE STAGE OF COMPLETION.

CONTRACTOR SOLELY RESPONSIBLE FOR SAFETY AT ALL TIMES, IN ALL

PLACES AND UNDER ALL CONDITIONS AFFECTING OR AFFECTED BY THE

WORK. CONTRACTOR SHALL ADHERE TO ALL ACCEPTED SAFETY

PRACTICES AND SHALL PROVIDE ALL FENCES, BARRICADES,

GUARDRAILS, PARTITIONS, ETC. AS MAY BE NECESSARY IN ORDER TO

PROTECT LIFE AND PROPERTY FROM INJURY OR DAMAGE AND AS MAY

BE REQUIRED BY ANY AND ALL AUTHORITIES HAVING JURISDICTION.

CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGE TO THE PREMISES

ARISING FROM OR ASSOCIATED WITH WORK SITE OPERATIONS AND/OR

ACTIVITIES CONNECTED TO THE WORK.

11 CONTRACTOR SHALL LEAVE ALL CHASES, HOLES, OPENINGS, ETC.

PLUMB LEVEL, TRUE AND OF A PROPER SIZE IN HIS WORK OR CUT SAME

INTO EXISTING WORK AS MAY BE NECESSARY FOR PROPER

INSTALLATION OF HIS OR OTHER FOLLOWING CONTRACTOR’S

SUBSEQUENT WORK. CONTRACTOR SHALL CONSULT, CONFER AND

OTHERWISE COORDINATE WITH ANY AND ALL OTHER CONTRACTORS

AND CONCERNED PARTIES REGARDING PROPER LOCATION, SIZE,

PLACEMENT, ALIGNMENT AND ORIENTATION OF SAME. IN CASE OF ANY

FAILURE TO LEAVE OR CUT SUCH OPENINGS OR OTHERWISE LEAVE

SUCH ACCOMMODATIONS IN PROPER PLACE, HE SHALL CUT THEM

AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING WILL BE

PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT

THE CONSENT OF THE CONTRACTING OFFICER.

12 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS. ALL LABOR, EQUIPMENT AND

MATERIAL SHALL BE GUARANTEED AS PER PROJECT SPECIFICATIONS.

13 CONTRACTOR SHALL COMPLY WITH ALL GOVERNMENT SAFETY TRAINING

REQUIREMENTS AND SITE PROCEDURES. CONTRACTOR RESPONSIBLE

FOR COORDINATING THE FOREGOING WITH OWNER'S DESIGNATED

REPRESENTATIVES.

14 CONTRACTOR TO PERFORM ALL WORK WITHOUT INTERFERING WITH

GOVERNMENT'S NORMAL OPERATIONS.

15 PROJECT DOCUMENTS ARE INTENDED TO BE COMPLEMENTARY. ITEMS

INDICATED IN ONE PLACE OR ANOTHER AMONG THE DOCUMENTS SHALL

BE INTENDED AS THOUGH SHOWN IN ALL PLACES.

16 CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL NEW WORK WITH

ALL EXISTING CONDITIONS. EXISTING ELEMENTS AFFECTING THE WORK

REQUIRE SUCH COORDINATION WHETHER OR NOT THEY ARE INDICATED

IN THE DOCUMENTS.

17 DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES.

18 ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM

DATE OF SUBSTANTIAL COMPLETION.

ARCHITECTURAL ANNOTATIONS

ACCESSIBILITY NOTES

GENERAL:

1 ALL OPERATING CONTROLS, OPERATING DEVICES, AND HARDWARE ON

CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES, SHALL HAVE

SUCH A SHAPE THAT SHALL PERMIT OPERATION BY WRIST OR ARM

PRESSURE AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR

TWISTING AT THE WRIST.

2 THE HIGHEST OPERABLE PART OF THE CONTROLS, DISPENSERS,

RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER

THAN [1076mm] (42") ABOVE FINISHED FLOOR FOR FORWARD APPROACH, NOT HIGHER THAN [1219mm] (48") ABOVE FINISHED FLOOR FOR SIDE APPROACH, AND NOT LESS THAN [914mm] (36") ABOVE FINISHED FLOOR

FOR EITHER APPROACH.

3 ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES SHALL BE

MOUNTED A MINIMUM OF [457mm] (18") TO THE BOTTOM.

4 SEE THE ENLARGED FLOOR PLANS FOR TOILET ACCESSORY LOCATIONS,

QUANTITIES, AND MOUNTING REQUIREMENTS.

LAVATORIES AND SINKS:

1 ALL HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES OR

SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT

AGAINST CONTACT.

2 THERE SHALL BE NO SHARP SURFACES UNDER LAVATORIES OR SINKS.

3 FAUCET CONTROLS AND OPERATING MECHANISMS (IF PRESENT) SHALL

BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRED TIGHT

GRASPING, PINCHING, OR TWISTING OF THE WRIST.

4 THE OPERATING FORCE SHALL NOT EXCEED FIVE (5) POUNDS OF FORCE.

5 SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN

FOR AT LEAST TEN (10) SECONDS.

6 ALL LAVATORY AND SINK FAUCETS SHALL HAVE A MAXIMUM FLOW RATE

OF NO MORE THAN 0.5 GALLONS PER MINUTE.

REVISIONS

NO. DATE DESCRIPTION

8'

-0

3'

-0

'-0

UL DESIGN

NO. U906

UL DESIGN

NO. U906

'-0

36"

72"

36"

36"36"

FE

FE

FE

FE

FE

FE

FE

FE

FE

S-1

S-1 S-1

S-1

A-3

B

'-0

152 (6")

STEP UP

21'-4"

VEHICLE

BAYS

TOOL

STORAGE

FUEL VEHICLE

BAY

MECHANICAL/

ELECTRICAL

SUPERVISOR

ADMINISTRATION

MULTI-

PURPOSE

1 HOUR FIRE RATED WALL

NOTE: CONSTRUCTION TO MEET THE APPLICABLE PROVISIONS OF THE 2012

INTERNATIONAL BUILDING CODE, STATE REGULATIONS AND BUILDING

CODES ALONG WITH ALL OTHER LOCAL CODES HAVING JURISDICTION.

INTERNATIONAL PLUMBING CODE, [2012]

INTERNATIONAL MECHANICAL CODE, [2012]

NATIONAL ELECTRICAL CODE, LATEST EDITION

INTERNATIONAL ENERGY CONSERVATION CODE, [2012]

OCCUPANCY CLASS: NONSEPARATED MIXED USE OCCUPANCY

CLASS A-3, B, AND S-1

USE A-3 (ASSEMBLY)

CONSTRUCTION TYPE: IIB (NON-COMBUSTIBLE)

ALLOWABLE AREA (TABLE 503)

A-3 OCCUPANCY = 9,500 SF ALLOWABLE

TOTAL FLOOR AREA = 5610 SF ACTUAL

ALLOWABLE BUILDING HEIGHT (TABLE 503)

A-3 OCCUPANCY = 2 STORIES (55'-0") ALLOWABLE

BUILDING HEIGHT = 1 STORY (25'-0") ACTUAL

OCCUPANT LOAD (TABLE 1004.1.1)

OCCUPANCY CLASS A-3 = 635 SF ACTUAL (11.3%)

ASSEMBLY UNCONCENTRATED (15 NET) = 42 OCCUPANTS

MINIMUM EGRESS WIDTH REQUIRED (SECTION 1005)

CORRIDORS & DOORS = 0.20 INCHES PER OCCUPANT

0.20 INCHES x 63 OCCUPANTS = 12.6 INCHES REQUIRED

WIDTH PROVIDED = 72 INCHES ACTUAL

MINIMUM NUMBER OF EXITS REQUIRED (SECTION 1014)

A-3 OCCUPANCY (LESS THAN 50)

NUMBER OF EXITS REQUIRED = 1

NUMBER OF EXITS PROVIDED = 2

OCCUPANCY CLASS B = 841 SF ACTUAL (15%)

BUSINESS (100 GROSS) = 8 OCCUPANTS

OCCUPANCY CLASS S-1 = 4134 SF ACTUAL (73.7%)

ACCESSORY STORAGE (300 GROSS) = 13 OCCUPANTS

= 63 TOTAL OCCUPANTS

EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1)

MAX DISTANCE (W/ SPRINKLER SYSTEM) = 250'-0"

ACTUAL MAX TRAVEL DISTANCE = 133'-0"

B OCCUPANCY (LESS THAN 50)

NUMBER OF EXITS REQUIRED = 1

NUMBER OF EXITS PROVIDED = 2

S-1 OCCUPANCY (LESS THAN 30)

NUMBER OF EXITS REQUIRED = 1

NUMBER OF EXITS PROVIDED = 2

TOTAL OCCUPANT LOAD

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A002

CODE PLAN & BUILDING

INFORMATION

MAY 1, 2015

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ARCHITECTURAL

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

CODE PLAN

FIRE RATINGS

BUILDING INFORMATION

NOTE: CODE PLAN INDICATES FURNITURE LAYOUT FOR CLARITY OF EGRESS PATHS.

REFER TO SHEET A401 FOR ITEMS NOT INCLUDED IN CONTRACT (NIC).

DEMOLISH EXISTING

BOLLARD

DEMOLISH EXISTING

BOLLARDS

DEMOLISH EXISTING

4877x4877 (16'-0"x16'-0")

OVERHEAD SECTIONAL

DOOR IN ENTIRETY

DEMOLISH EXISTING

BOLLARDS

EXISTING EQUIPMENT

TO BE RELOCATED,

SEE CIVIL DWGS

PR

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EX

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L

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R

FA

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C

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PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A100

DEMOLITION PLAN

MAY 1, 2015

CHBJASJAS

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ARCHITECTURAL

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

DEMOLITION PLAN

GENERAL DEMOLITION NOTES

1 UNOBSTRUCTED ACCESS TO EXISTING EMERGENCY EXISTS SHALL BE

MAINTAINED AT ALL TIMES.

2 DISPOSE OF ALL DEBRIS AND UNUSED MATERIAL RESULTING FROM

DEMOLITION SHALL BE DISPOSED OF OFF SITE IN COMPLIANCE WITH

ALL LOCAL, STATE, AND FEDERAL AUTHORITIES.

3 REMOVE EXISTING PARTITIONS, EQUIPMENT, & DEVICES AS INDICATED.

4 COORDINATE LOCATION OF ALL NEW FLOOR & WALL PENETRATIONS

WITH THE GOVERNMENT PRIOR TO CUTTING OR CORING. COORDINATE

LOCATION WITH CONSTRUCTION DRAWINGS. SEAL ALL PENETRATIONS.

5 REPORT ALL UNEXPECTED, UNCOVERED EXISTING CONDITIONS WHICH

IMPACT LAYOUT OF NEW WORK IMMEDIATELY TO THE CONTRACTING

OFFICER.

6 FOR EXTENT & SCOPE OF PLUMBING, MECHANICAL & ELECTRICAL

REMOVALS, SEE INDIVIDUAL TRADE DRAWINGS.

7 SAW CUT ALL NEW OPENINGS IN EXISTING CONSTRUCTION. PROVIDE

LINTELS AS NECESSARY. DO NOT HAMMER & CHISEL. CARE MUST BE

TAKEN NOT TO DAMAGE EXISTING CONSTRUCTION. COORDINATE TIME

OF LOUD/HEAVY NOISE CONSTRUCTION WITH THE GOVERNMENT TO

LIMIT DISTURBANCE.

8 DISCONNECT ALL ELECTRICAL CIRCUITS, DEVICES, WIRING & LIGHTING

TO BE REMOVED AT SOURCE PANEL, WIRE REMOVED FROM CIRCUIT

BREAKER, PRIOR TO DEMOLITION TAKING PLACE.

9 PROVIDE PORTABLE LIGHTING DURING DEMOLITION & CONSTRUCTION.

10 REMOVE EXISTING WORK AS REQUIRED TO ACCOMMODATE NEW WORK,

INCLUDING EXISTING WALL & FLOOR FINISHES IN SPACES SCHEDULED

TO BE REFINISHED.

11 PROVIDE APPROPRIATE FULL HEIGHT PROTECTION/TEMPORARY

PARTITIONS PRIOR TO COMMENCING DEMOLITION. PLACED IN

LOCATIONS APPROVED BY THE GOVERNMENT.

12 ALL BUILDING ACCESS AND REMOVAL OF MATERIALS MUST BE

APPROVED BY THE GOVERNMENT.

13 REMOVE EXISTING ELECTRICAL & PLUMBING FIXTURES AND DEVICES AS

INDICATED ON DRAWINGS OR AS REQUIRED AND ASSOCIATED WITH

OTHER ITEMS OF DEMOLITION

14 REFER TO DEMOLITION PLANS & NOTES FOR OTHER DISCIPLINES

PERTAINING TO THAT WORK.

A201 4

A201

A201

A2013

TR50x30

LIFT

A401

A301

A301

A301

A301

A301

_________________________ 2 A301

107C107B107A

107D 107E 107F

101A

103A

W1

M1

F1

F1 F1

M1

M1

F1

M2

M2

A301

_________________________ 1 A301

A302

BOLLARD,

SEE CIVIL

DWGS, TYP

METAL

DOWNSPOUT,

DRAIN

DIRECTLY TO

GRADE, TYP

A302

A303

A303

A303

_________________________2 A302

A101

A101

3_________________________ A101

TYP

RELOCATE

EXISTING

VEHICLE LIFT

AS DIRECTED,

BID OPTION #5

RELOCATE

EXISTING

VEHICLE LIFT

AS DIRECTED,

BID OPTION #5

425.97'

A

A

BB

C

DD

C.5

A101

A101

A101

METAL

DOWNSPOUT, WITH

METAL BOOT TO

BELOW GRADE

TRENCH DRAIN,

TYP, SEE STRUCT

DWGS

F1

PRE-ENGINEERED

BUILDING

ELEMENT, TYP

A101

W1

P1 P1

P1

106'-8"

3'-8" 15'-4" 4'-0" 15'-4" 4'-0" 15'-4" 6'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 6'-0" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 1118 4674 1219 4674 1219 4674 1930 1016 1016 1016 1016 1016 1829 1016 1016 1016 1016 1016 1016

32512

4' -0

'-0

4' -8

6'

-4

7' -0

3'

-4

6' -0

3'

-4

9' -4

'-0

106'-8"

3'-8" 15'-4" 4'-0" 15'-4" 4'-0" 15'-4" 17'-0" 3'-4" 21'-4" 3'-4" 4'-0"

'-0

4' -8

3'

-4

32512

1118 4674 1219 4674 1219 4674 5182 1016 6502 1016 1219

9' -4

'-8

'-4

6'

-4

3' -0

'-8

60'-0" 8" 44'-8" 18288 203 13614

12'-0" 8" 32'-0" 3658 203 9754

203 3658

'-0

'-8

12'-5 5/8"

VEHICLE

BAYS

'-0

3'

-4

1' -4

3'

-4

5' -0

3'

-4

'-0

6'

-4

8' -0

102103B

101B

106A106B

W1 W1 W1 W1

W1

W1

1'-8" 19'-4" 19'-4" 19'-4" 24'-0" 21'-4" 1'-8" 508 5893 5893 5893 7315 6502 508

1' -8

'-0

'-8

'-0

1' -8

MULTI-

PURPOSE

ADMINISTRATION

SUPERVISOR

MECHANICAL/

ELECTRICAL

FUEL VEHICLE

BAY

TOOL

STORAGE

9' -0

8"

'-0

8"

'-4

8" 12'-0"

425.97'

425.80'

425.80'

426.47'

426.47'

426.47'

426.30'

426.47'

426.47'

426.47'

1'-6"

MASONRY

COLUMN

ANCHOR

VERT REINF, SEE

STRUCT DWGS

203 (8")

KORFIL CMIU

(R-5)

WIRE MESH

TIE

PRE-ENGINEERED

BUILDING

ELEMENT

76x102 (3"x4") METAL

DS W/ METAL STRAPS

@ 1219 (48") OC VERT,

DRAIN DIRECTLY TO

GRADE UNLESS

NOTED OTHERWISE

203 (8") Hi-R

CMIU (R-10)

VERT REINF,

SEE STRUCT

DWGS

203 (8") Hi-R

CMIU (R-10)

WIRE MESH

TIE

CMU PARTITION,

SEE PARTITION

TYPES

SEALANT AND

BACKER ROD, COLOR

TO MATCH MORTAR

(TYP BOTH SIDES)

VERT REINF, SEE

STRUCT DWGS

PREFORMED

RUBBER GASKET

203 (8") KORFIL

CMIU (R-5)

203 (8") Hi-R CMIU (R-10)

CMU PARTITION,

SEE PARTITION

TYPES

MASONRY

COLUMN

ANCHOR

PRE-ENGINEERED

BUILDING

ELEMENT

RELOCATE TWO (2) EXISTING VEHICLE LIFTS AS DIRECTED BY THE

GOVERNMENT.

MASONRY

COLUMN

ANCHOR

VERT REINF, SEE

STRUCT DWGS

203 (8") KORFIL

CMIU (R-5)

WIRE MESH

TIE

PRE-ENGINEERED

BUILDING

ELEMENT

76x102 (3"x4") METAL DS W/

METAL STRAPS @ 1219 (48")

OC VERT, METAL BOOT AT

DS BASE

25 (1") MIN

SEPARATION

JOINT BETWEEN

NEW & EXIST

CONST

SEALANT &

BACKER ROD,

BOTH SIDES

EXIST WALL &

DOOR, TYP

VERT REINF

CMU PARTITION,

SEE PARTITION

TYPES

25 (1") MIN

SEPARATION

JOINT BETWEEN

NEW & EXIST

CONST

SEALANT &

BACKER ROD

EXIST WALL

METAL CHANNEL

C6x8.2 TO FRAME

EXIST WALL

OPENING 1'-4 5/8"

SEALANT, ALL

SIDES

MASONRY

COLUMN ANCHOR

203 (8") KORFIL

CMIU (R-4.6)

PRE-ENGINEERED

BUILDING

ELEMENT

CMU PARTITION,

SEE PARTITION

TYPES

25 (1") MIN

SEPARATION

JOINT BETWEEN

NEW & EXIST

CONST

SEALANT AND

BACKER ROD,

COLOR TO MATCH

MORTAR (TYP

BOTH SIDES)

PREFORMED

RUBBER GASKET

EXIST WALL

VERT REINF, SEE

STRUCT DWGS

WIRE MESH

TIE

CMU PARTITION,

SEE PARTITION

TYPES

1 2 3 4 5 6

A

B

C

D

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PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A101

FLOOR PLAN

MAY 1, 2015

CHBJASJAS

LKLW959716

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ARCHITECTURAL

PARTITION TYPE SCHEDULE

F1 1-HR FIRE RATED WALL. UL DESIGN #U906. 203mm (8") CMU. VERTICAL

REINF TO BE #4 BARS @ 1219mm (48") OC. TERMINATE INTO DECKING, CUT TO FIT AROUND STRUCTURE AND SEAL WITH FIRE SEALANT.

M1 203mm (8") CMU (PAINT). VERTICAL REINF TO BE #4 BARS @ 1219mm (48") OC. TERMINATE AT 2845mm (9'-4") ABOVE T/ CONC 02.

M2 203mm (8") CMU (PAINT). VERTICAL REINF TO BE #4 BARS @ 1219mm (48") OC. TERMINATE AT 2235mm (7'-4") ABOVE T/ CONC 01.

P1 16mm (5/8") GWB BOTH SIDES, 92mm (3-5/8") METAL STUDS @ 406mm (16") OC, SOUND ATTENUATION BATTS. TERMINATE GWB @ 152mm (6")

MINIMUM ABOVE HIGHEST ADJACENT CEILING. TERMINATE STUDS @

STRUCTURE ABOVE.

FLOOR PLAN NOTES

1 MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

2 DIMENSIONS AT CMU WALLS ARE TO THE FACE OF CMU UNLESS NOTED

OTHERWISE.

3 DIMENSIONS AT STUD WALLS ARE TO THE CENTERLINE OF STUD UNLESS

NOTED OTHERWISE.

4 IN STUD PARTITIONS THE INSIDE EDGE OF DOOR FRAMES SHALL BE SET

152mm (6") CLEAR FROM THE FINISH FACE OF THE ADJACENT

PERPENDICULAR PARTITION UNLESS OTHERWISE DIMENSIONED.

5 PROVIDE LINTELS FOR OPENINGS IN MASONRY WALLS INCLUDING BUT

NOT LIMITED TO OPENINGS FOR DOORS, WINDOWS, LOUVERS, AND

MECHANICAL AND ELECTRICAL PENETRATIONS.

6 ARCHITECTURAL DRAWINGS SHOW FLOOR DRAINS, TRENCH DRAINS, AND

FLOOR HATCHES IN FINISHED FLOOR AREAS ONLY. REFER TO

STRUCTURAL AND PLUMBING DRAWINGS FOR FLOOR DRAINS, TRENCH

DRAINS, AND FLOOR HATCHES IN NON-FINISHED FLOOR AREAS.

7 PROVIDE SUFFICIENT BLOCKING INSIDE THE WALLS FOR INSTALLATION

OF CASEWORK, PROJECTOR BRACKETS, PROJECTION SCREENS,

MARKER BOARDS, TACK BOARDS, TELEVISION BRACKETS, AND ALL

OTHER WALL MOUNTED EQUIPMENT.

8 TACK BOARDS, MARKER BOARDS, AND TELEVISION BRACKETS SHOWN

ON PLAN ARE FOR THE PURPOSES OF DETERMINING TENTATIVE

LOCATIONS AND QUANTITY. FINAL LOCATIONS TO BE CONFIRMED IN THE

FIELD BY THE GOVERNMENT.

9 SEE CIVIL DRAWINGS FOR CONCRETE PADS AND BOLLARD LOCATIONS

AT EXTERIOR DOORS.

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

FLOOR PLAN

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

PLAN DETAIL

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

PLAN DETAIL

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

PLAN DETAIL

BID OPTION #5 EXISTING EQUIPMENT

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

PLAN DETAIL

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

PLAN DETAIL

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

PLAN DETAIL

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

PLAN DETAIL

A301

A301

A301

A301

A301

_________________________ 2 A301

'-2

EXISTING

ROOF

MTL ROOF

ROOF RIDGE,

NON-VENTED

MTL ROOF

EDGE

MTL ROOF

EDGE

SL

O

PE

/2

PE

R F

O O

T

SL

O

PE

/2

PE

R

F O

O T

A301

_________________________ 1 A301

A302

A302

A302

FLASHING (UP

EXISTING WALL

203mm (8") MIN) &

REGLET

COUNTERFLASHING

W/ SEALANT

127x127 (5"x5")

MTL GUTTER

ROOF EQUIPMENT

CURBS WITH

INTEGRATED

CRICKETS, TYP ROOF EQUIPMENT

CURBS WITH

INTEGRATED

CRICKETS, TYP

CONT SNOW

GUARD

127x127 (5"x5")

MTL GUTTER

CONT SNOW

GUARD

MTL ROOF

ROOF RIDGE,

NON-VENTED

127x127 (5"x5")

MTL GUTTER

CONT SNOW

GUARD

127x127 (5"x5")

MTL GUTTER

CONT SNOW

GUARD

SL

O

PE

/2

PE

R F

O O

T

SL

O

PE

/2

PE

R

F O

O T

61'-6" (HIGH ROOF) 45'-2" (LOW ROOF)

106'-8"

18745 13767

32512

'-4

440.47'449.47'

VENT PIPE

WATER CUT-OFF

MASTIC, TYP BOTH

SIDES

STAINLESS STEEL

CLAMPING RING

PREMOLDED PIPE

SEAL

SEALANT,

CONTINUOUS

ROOF

STRUCTURE AND

INSULATION

WOOD BLOCKING,

FIRE RETARDANT

AND PRESSURE

TREATED (TYP)

ROOF

STRUCTURE AND

INSULATION

VENT PIPE (HOT)

METAL COLLAR

STAINLESS STEEL

CLAMPING RING

PREMOLDED PIPE

SEAL

SEALANT,

CONTINUOUS

SEALANT

METAL RAIN HOOD

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A102

ROOF PLAN

MAY 1, 2015

CHBJASJAS

LKLW959716

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BID DOCUMENTS

ARCHITECTURAL

ROOF NOTES

1 ALL ROOFING TO BE STANDING SEAM METAL AND IN ACCORDANCE WITH

PRE-ENGINEERED BUILDING REQUIREMENTS.

2 ALL ROOF SLOPES ARE 1/2" PER FOOT UNLESS NOTED OTHERWISE.

3 ALL GUTTERS ARE 127x127 (5"x5") SQUARE "D" STYLE UNLESS NOTED

OTHERWISE.

4 ALL DOWNSPOUTS ARE 76x102 (3"x4") UNLESS NOTED OTHERWISE.

5 VERIFY SIZE AND LOCATION OF ALL EQUIPMENT.

6 SEE MECHANICAL DRAWINGS FOR ROOF PENETRATIONS SUCH AS VENT

PIPES AND EXHAUST FANS.

7 PROVIDE ROOF CURBS WITH INTEGRATED CRICKETS AT THE UPSLOPE

SIDE OF ALL ROOF MOUNTED EQUIPMENT.

8 SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF GOOSENECK PIPE

PENETRATIONS.

9 ALL PLYWOOD AND BLOCKING ASSOCIATED WITH THE ROOF

CONSTRUCTION SHALL BE FIRE RETARDANT TREATED.

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

ROOF PLAN

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

TYPICAL VENT PIPE DETAIL

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

TYPICAL HOT PIPE DETAIL

TYPE A

10'-0"

CEILING SYSTEM REFERENCE

HEIGHT OF CEILING ABOVE FINISH FLOOR

SUPPLY DIFFUSER

RETURN / EXHAUST GRILLE

SUSPENDED ACCOUSTIC CEILING PANELS

A301

A301

A301

A301

A301

_________________________ 2 A301

EXPOSED

STRUCT, PAINT

EXPOSED STRUCT,

PRE-ENGINEERED

BUILDING ELEMENTS

ARE TO BE PAINTED

A103

A301

_________________________ 1 A301

A302

A302

A303

A303

A303

_________________________2 A302

OVERHEAD

SECTIONAL DOOR

TRACK, TYP

MONORAIL & HOIST

ASSEMBLY, BID OPTION #1,

MAINTAIN CLEARANCE

FROM OVERHEAD DOOR

TRACKS, LIGHITNG, &

MECH EQUIPMENT

OVERHEAD PROJECTOR

MOUNT, BID OPTION #4

DROP DOWN

SCREEN, BID

OPTION #4

EXPOSED STRUCT,

PRE-ENGINEERED

BUILDING ELEMENTS

ARE TO BE PAINTED

(MONORAIL LENGTH)

58'-0" 17678

AA

BB

C

DD

C.5C.5

OVERHEAD

SECTIONAL DOOR

TRACK, TYP

TYPE A

9'-0"

15'-0"

EQ

EQ

TYPE A

9'-0"

EXPOSED STRUCT,

PRE-ENGINEERED

BUILDING ELEMENTS

ARE TO BE PAINTED

103 102

51x203 (2x8) WD

BLOCKING,

ANCHOR TO CMU

MOUNTING BRACKET WITH

THREADED ROD, ANCHOR

TO WD BLOCKING (MIN (3)

THREE PER SCREEN)

PROJECTION

SCREEN HOUSING

SUSPENDED

ACOUSTIC CEILING

PANELS

ACCESS DOOR

WALL SURFACE

(BID OPTION #4)

3-TON MONORAIL AND HOIST ASSEMBLY, ATTACH TO PRE-ENGINEERED

BUILDING FRAME.

BASE BID:

ROUGH-IN PLUMBING AND ELECTRICAL SUPPLY FOR FUTURE SINK,

DISPOSAL UNIT, AND FOR FUTURE DROP DOWN SCREEN WITH

OVERHEAD PROJECTOR MOUNT.

BID OPTION:

RESIDENTIAL CASEWORK, COUNTERTOPS, SINK AND DISPOSAL UNIT AS

INDICATED ON DRAWINGS.

THREE (3) 1829x1219mm (72"x48") VISUAL DISPLAY BOARDS AS

INDICATED ON DRAWINGS.

DROP DOWN SCREEN WITH OVERHEAD PROJECTOR MOUNT AS

INDICATED ON DRAWINGS.

WALL MOUNTED TELEVISION BRACKETS AS INDICATED ON DRAWINGS.

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A103

REFLECTED CELING PLAN

MAY 1, 2015

JASJASJAS

LKLW959716

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BID DOCUMENTS

ARCHITECTURAL

CEILING LEGEND

CEILING PLAN NOTES

1 PARTIAL ACOUSTIC CEILING PANELS AT OPPOSITE SIDES OF A ROOM

SHALL BE EQUAL IN DIMENSION UNLESS OTHERWISE NOTED.

2 LIGHT FIXTURES AND OTHER CEILING MOUNTED EQUIPMENT SHALL BE

CENTERED EACH DIRECTION IN ACOUSTIC PANELS.

3 SPRINKLERS SHALL BE INSTALLED PER NFPA 13.

4 PROJECTOR BRACKETS SHALL BE CENTERED ON THE ASSOCIATED

PROJECTOR SCREEN.

5 PROJECTOR BRACKET DIMENSIONS ARE SHOWN FOR PLANNING

PURPOSES ONLY. FINAL DISTANCE TO BE VERIFIED BY THE

GOVERNMENT BASED ON ACTUAL PROJECTOR PERFORMANCE.

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

REFLECTED CEILING PLAN

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

DROP DOWN SCREEN DETAIL

CEILING TYPE SCHEDULE

TYPE A 610x1219mm (24"x48") CERAMIC FACED ACOUSTIC CEILING PANELS

BID OPTION #1 MONORAIL AND HOIST

BID OPTION #4 CABS & EQUIPMENT

R1

S1

X1

X1

S1

R1

R1

X1 X1

R1

X1

VEHICLE

BAYS

ADMINISTRATION

SUPERVISOR

MULTI-

PURPOSE

TOOL

STORAGE

FUEL VEHICLE

BAY

MECHANICAL/

ELECTRICAL

ROOM NAME

R1 - STANDARD ROOM SIGN

76mm (3")

RAISED TEXT

13mm (1/2")

ENGRAVED TEXT ON

PLASTIC INSERT

EXIT

13mm (1/2") TEXT

W/ BRAILLE

X1 - TACTILE EXIT SIGN

NOTE: MOUNT SIGNS AT 5'-0" AFF TO THEIR TOP EDGE. MOUNT ROOM SIGNS TO WALL ADJACENT DOOR LATCH, IF INFEASIBLE, MOUNT ON NEAREST ADJACENT WALL.

MECHANICAL

ROOM

S1 - SERVICE SIGN

50mm (2")

RAISED TEXT

2" 4"

6"15

1/2"

1'-0"

1/2"

4"

1'-0"

1/ 2"

6"

1/ 2"

9"22

6"

TOTAL OF 4 TOTAL OF 2 TOTAL OF 5

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A104

ROOM SIGNAGE PLAN

MAY 1, 2015

CHBJASJAS

LKLW959716

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AN

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BID DOCUMENTS

ARCHITECTURAL

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

ROOM SIGNAGE PLAN

SCALE: 3" = 1'-0"

ROOM SIGN TYPES

ROOM SIGN SCHEDULE

DRAWING IDENTIFICATION SIGN IDENTIFICATION

ROOM

NO ROOM NAME

SIGN

TYPE

SIGN

NUMBER SIGN TEXT

101 ADMINISTRATION R1 101 ADMINISTRATION

102 SUPERVISOR R1 102 SUPERVISOR

103 MULTI- PURPOSE R1 103 MULTI-PURPOSE

104 TOOL STORAGE R1 104 TOOL STORAGE

105 MECHANICAL/ ELECTRICAL S1 - MECHANICAL ROOM

106 FUEL VEHICLE BAY - - -

107 VEHICLE BAYS S1 - MECHANICAL ROOM

T/ CONC 01

425.97

T/ STEEL 02

448.80

D

C.5

12 0.5 10

'-1

0"

T/ CONC 01

425.97

T/ STEEL 02

448.80

T/ STEEL 02

448.80

107A 107B 107C

1 2 3 4 5 6

T/ CONC 02

426.47

4 4

106B 106A

T/ STEEL 01

439.80

T/ STEEL 01

439.80

LV2

T/ CONC 01

425.97

T/ STEEL 02

448.80

T/ STEEL 02

448.80

107F 107E 107D

123456

T/ CONC 02

426.47

101B W1 W1 W1 W1 W1

T/ STEEL 01

439.80

T/ STEEL 01

439.80

T/ STEEL 02

448.80

T/ STEEL 02

448.80

120.5

ABCD C.5

T/ CONC 02

426.47

T/ CONC 02

426.47

W1 W1

T/ STEEL 01

439.80

T/ STEEL 01

439.80

9' -0

'-4

'-4

LV1LV1

WINDOW ASSEMBLIES (WINDOW TYPE W1).

MANGANESE IRONSPOT MODULAR VELOR FACING BRICK ON SOUTH

FACADE.

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A201

EXTERIOR ELEVATIONS

MAY 1, 2015

CHBJASJAS

LKLW959716

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BID DOCUMENTS

ARCHITECTURAL

ELEVATION NOTES

1 MATTE FACE MASONRY SHALL BE USED IN ALL LOCATIONS WHERE

MASONRY IS CONCEALED BY METAL WALL PANELS AND FOR MASONRY

COURSES MEETING BOTTOM EDGE OF METAL WALL PANELS.

2 MATTE FACE MASONRY SHALL BE USED AT ALL WALL MOUNTED LIGHT

FIXTURES, COPINGS, AND OTHER WALL MOUNTED EQUIPMENT. COLOR TO

MATCH ADJACENT MASONRY.

3 ENSURE SIZE AND LOCATIONS OF MASONRY WALL OPENINGS ARE

COORDINATED WITH OTHER DISCIPLINES.

4 ALL GUTTERS AND DOWNSPOUTS TO MATCH FASCIA COLORS.

5 SEE CIVIL DRAWINGS FOR BOLLARD LOCATIONS AT EXTERIOR DOORS.

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

WEST ELEVATION

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

SOUTH ELEVATION

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

NORTH ELEVATION

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

EAST ELEVATION

ELEVATION KEYNOTES

1 METAL ROOF

2 ROOF RIDGE

3 METAL ROOF EDGE

4 METAL WALL PANEL

5 SPLIT FACE CMU

6 127x127 (5"x5") RECTANGULAR METAL GUTTER 7 76x102 (3"x4") METAL DOWNSPOUT

8 102 (4") FACING BRICK (BID OPTION #3)

9 MATTE FACE CMU AT BOTTOM EDGE OF METAL WALL PANEL

10 SNOW GUARD

BID OPTION #2 DAYLIGHTING

BID OPTION #3 MASONRY ACCENT

A301

A301

A301

A301

107D 107E 107F

A304

MONORAIL &

HOIST

ASSEMBLY,

BID OPTION #1

1 2 3 4 5 6

EXISTING

BUILDING

T/ CONC 02

426.47

VA

R

IE

S

VA

R

IE

S

VEHICLE

BAYS

TOOL

STORAGE

FUEL VEHICLE

BAY

T/ CONC 01

425.97

T/ CONC 01

425.97

T/ STEEL 02

448.80

T/ STEEL 02

448.80

T/ MAS 01

433.14

A301

A301

'-8

7'

-4

35107

A301

A301

MONORAIL &

HOIST ASSEMBLY,

BID OPTION #1

EXISTING BUILDING

BEYOND

TO CENTER OF HOIST

20'-0"

ABD C.5 OVERHEAD

SECTIONAL DOOR

TRACK, TYP

'-0

VEHICLE

BAYS

E

XI

ST

O

PN

G

'-0

EXIST OPNG

16'-0"

7' -4

T/ CONC 01

425.97

T/ CONC 01

425.97

A301

A301

A301

A301

A304

SUSPENDED

ACT

A B C D

T/ CONC 02

426.47

T/ CONC 02

426.47

T/ STEEL 01

439.80

T/ STEEL 01

439.80

MULTI-

PURPOSE

ADMINISTRATION

101 FUEL VEHICLE

BAY

W1

T/ CONC 01

425.97

A301

A301

A301

A301

107F107E107D

1 2 3 4 5 6

T/ CONC 02

426.47

VA

R

IE

S

VA

R

IE

S

VEHICLE

BAYS

ADMINISTRATION

W1 W1 W1 W1 W1 101B

3-TON MONORAIL AND HOIST ASSEMBLY, ATTACH TO PRE-ENGINEERED

BUILDING FRAME.

WINDOW ASSEMBLIES (WINDOW TYPE W1).

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A301

BUILDING SECTIONS

MAY 1, 2015

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A

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N

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BID DOCUMENTS

ARCHITECTURAL

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

BUILDING SECTION

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

BUILDING SECTION

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

BUILDING SECTION

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

BUILDING SECTION

BID OPTION #1 MONORAIL AND HOIST

BID OPTION #2 DAYLIGHTING

T/ STEEL 02

448.80

T/ MAS 01

433.14

'-1

0"

7' -6

8'

-2

7' -2

PRE-ENGINEERED

BUILDING ELEMENT

BEYOND

METAL

GUTTER

STANDING

SEAM ROOF

METAL WALL

PANEL

METAL

CHANNEL

BEYOND,

C6x8.2

OVERHEAD

SECTIONAL

DOOR

METAL WALL

PANEL &

DOOR JAMB

CLOSURE

BEYOND

203 (8") Hi-R CMIU

BEYOND

CONCRETE

FLOOR SLAB &

FOUNDATION,

SEE STRUCT

DWGS

OVERHEAD

SECTIONAL

DOOR TRACK

DOOR HEAD

CHANNEL

BOLLARD,

SEE CIVIL

DWGS, TYP

CONT SNOW

GUARD

A

12 0.5

TRENCH

DRAIN, SEE

STRUCT

DWGS

1'-4"

SLOPE

OVERHEAD

TRACK TO

MATCH ROOF

R-19 BATT

INSUL W/ VINYL

LINER

R-30 ROOF

INSULATION W/

VINYL LINER

VAPOR

BARRIER

AGGREGATE, SEE

STRUCT DWGS

51 (2") PERIM

INSUL, 609 (2'-0")

EACH DIRECTION

CONCEALED

ZEE GIRT AT

PORTAL

FRAME, TYP

METAL

DRIP EDGE

DRIP EDGE

HEAD SEAL

BY DOOR

MANUF

'-4

VEHICLE

BAYS

T/ CONC 01

425.97

T/ MAS 01

433.14

2" 7'

-2

VA

R

IE

S

STANDING

SEAM ROOF

METAL ROOF

EDGE

METAL WALL

PANEL

R-19 BATT

INSULATION WITH

VINYL LINER

ZEE-GIRTS,

ALIGN WITH

INSUL PANEL

PRE-ENGINEERED

BUILDING

ELEMENT

R-30 ROOF

INSULATION W/

VINYL LINER

203 (8") Hi-R CMIU (R-10)

METAL

DRIP EDGE

CONCRETE FLOOR

SLAB & FOUNDATION,

SEE STRUCT DWGS

VAPOR

BARRIER

AGGREGATE, SEE

STRUCT DWGS

BASE CHANNEL &

ANCHOR, SEE

STRUCT DWGS

SINGLE

WYTHE PAN

FLASHING

ROOM FINISHES,

SEE SCHEDULE

BOND BEAM,

GROUT CORE

FULL W/ (2) #4

BARS CONT

VERTICAL REINF,

SEE STRUCT DWGS

VERTICAL

REINF

EMBEDMENT,

SEE STRUCT

DWGS

MIN LAP,

25 (1")

MATTE FACE

COURSE AT

BOTTOM EDGE

OF METAL

WALL PANEL

51 (2") PERIM INSUL, 609

(2'-0") EACH DIRECTION

HORIZ REINF

@ 406 (1'-4")

OC VERT

7' -4

VEHICLE

BAYS

T/ CONC 01

425.97

(E

XI

ST

IN

G O

PE

N

IN

G

'-0

PARTITION TYPE

M2 BEYOND

CONCRETE FLOOR

SLAB & FOUNDATION,

SEE STRUCT DWGS

STANDING SEAM

ROOF

EXISTING

FOUNDATION

EXIST WALL

& ROOF

METAL THRESHOLD

SEALANT &

BACKER ROD

FLASHING & REGLET

COUNTERFLASHING

W/ SEALANT

VA

R

IE

S

PRE-ENGINEERED

BUILDING ELEMENT

M

IN8"

ROOM FINISHES,

SEE SCHEDULE &

BID OPTIONS

R-30 ROOF

INSULATION W/

VINYL LINER

VAPOR BARRIER

AGGREGATE,

SEE STRUCT

DWGS

EXISTING

CONC

FLOOR

SLAB

EXIST

CMU

BEYOND

EXIST

WALL

BEYOND

VEHICLE

BAYS

25 (1") MIN

SEPARATION JOINT

BETWEEN NEW &

EXIST CONST

R-19 BATT

INSULATION WITH

VINYL LINER

ZEE-GIRTS,

ALIGN WITH

INSUL PANEL

CHANNEL AROUND

EXIST OPENING, SEE

STRUCT DWGS

WALL BEYOND

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A302

WALL SECTIONS

MAY 1, 2015

CHBJASJAS

LKLW959716

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BID DOCUMENTS

ARCHITECTURAL

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

WALL SECTION

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

WALL SECTION

REVISIONS

NO. DATE DESCRIPTION

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

WALL SECTION

8"20

METAL

GUTTER

A

12 0.5

T/ CONC 02

426.47

ROOM FINISHES,

SEE SCHEDULE &

BID OPTIONS

PRE-ENGINEERED

BUILDING ELEMENT

BEYOND

STANDING

SEAM ROOF

R-19 BATT

INSULATION WITH

VINYL LINER

R-30 ROOF

INSULATION W/

VINYL LINER

CONC FLOOR

SLAB &

FOUNDATION, SEE

STRUCT DWGS

VAPOR

BARRIER

AGGREGATE, SEE

STRUCT DWGS

BASE CHANNEL &

ANCHOR, SEE

STRUCT DWGS

SINGLE

WYTHE PAN

FLASHING

203 (8") CMU

BOND BEAM W/

(2) #4 BARS CONT

VERTICAL

REINF, SEE

STRUCT

DWGS

VERTICAL

REINF

EMBEDMENT,

SEE STRUCT

DWGS

51 (2") PERIM

INSUL, 609 (2'-0")

EACH DIRECTION

METAL WALL

PANEL

203 (8") Hi-R CMIU (R-10)

METAL

DRIP EDGE

DRIP EDGE

CONT SNOW

GUARD

HORIZ REINF

@ 406 (1'-4")

OC VERT

T/ STEEL 01

439.80

ADMINISTRATION

MIN LAP,

25 (1")

7' -4

'-0

SUSPENDED

ACOUSTICAL

CEILING PANELS

& GRID

ROOM FINISHES,

SEE SCHEDULE &

BID OPTIONS

T/ CONC 02

426.47

9' -0

8"

19 (3/4") THICK SOLID

SURFACE SILL

INSULATED

SAFETY GLASS W/

AL FRAMING, BID

OPTION #2

FLEXIBLE

FLASHING W/

DRIP EDGE

(TYP)

203 (8") CMU BOND

BEAM W/ (2) #4

BARS CONT

INTEGRAL SILL

FLASHING BY

WINDOW MANUF

PRE-ENGINEERED

BUILDING ELEMENT

BEYOND

PRE-ENGINEERED

BUILDING

ELEMENT

STANDING

SEAM ROOF

METAL ROOF

EDGE

METAL WALL

PANEL

R-19 BATT

INSULATION WITH

VINYL LINER

R-30 ROOF

INSULATION W/

VINYL LINER

203 (8") Hi-R

CMIU (R-10)

METAL

PANEL DRIP

EDGE

CONC FLOOR

SLAB &

FOUNDATION, SEE

STRUCT DWGS

VAPOR

BARRIER

AGGREGATE, SEE

STRUCT DWGS

SINGLE WYTHE

PAN FLASHING

VERTICAL REINF

EMBEDMENT, SEE

STRUCT DWGS

51 (2") PERIM

INSUL, 609 (2'-0")

EACH DIRECTION

VA

R

IE

S

4' -0

3'

-4

SUPERVISOR

MIN LAP,

25 (1")

VERTICAL REINF,

SEE STRUCT

DWGS

HORIZ REINF

@ 406 (1'-4")

OC VERT

203 (8") Hi-R CMIU (R-10)

102 (4") FACING

BRICK SOLDIER

CRS, BID

OPTION #3

102 (4")

CMU, TYP

METAL

GUTTER

D

12 0.5

T/ CONC 02

426.47

PRE-ENGINEERED

BUILDING ELEMENT

BEYOND

ROOM FINISHES,

SEE SCHEDULE

& BID OPTIONS

STANDING

SEAM ROOF

DRIP EDGE

METAL WALL

PANEL

R-30 ROOF

INSULATION W/

VINYL LINER

METAL

DRIP EDGE

CONC FLOOR

SLAB &

FOUNDATION,

SEE STRUCT

DWGS

VAPOR

BARRIER

AGGREGATE, SEE

STRUCT DWGS

SINGLE

WYTHE PAN

FLASHING

VERTICAL

REINF, SEE

STRUCT

DWGS

VERTICAL

REINF

EMBEDMENT,

SEE STRUCT

DWGS

51 (2") PERIM

INSUL, 609 (2'-0")

EACH DIRECTION

CONT SNOW

GUARD

HORIZ REINF

@ 406 (1'-4")

OC VERT

T/ STEEL 01

439.80

102 (4") FACING

BRICK SOLDIER

CRS, NID

OPTION #3

'-0

8' -0

8"

2' -8

1'

-4

1' -4

FUEL VEHICLE

BAY

102 (4")

CMU, TYP

8"20

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A303

WALL SECTIONS

MAY 1, 2015

CHBJASJAS

LKLW959716

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BID DOCUMENTS

ARCHITECTURAL

REVISIONS

NO. DATE DESCRIPTION

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

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

WALL SECTION

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

FIRE

RETARDANT

MATERIAL

203 (8") CMU

BOND BEAM W/

(2) #4 BARS

CONT

METAL ANGLE &

EXP ANCHOR,

SEE STRUCT

DWGS

PARTITION

TYPE F1

HM DOOR &

FRAME

4 5

PRE-ENGINEERED

BUILDING

ELEMENT

T/ CONC 02

426.47

6"

ROOM FINISHES,

SEE FINISH

SCHEDULE

R-30 ROOF

INSULATION W/

VINYL LINER

CONC FLOOR

SLAB &

FOUNDATION, SEE

STRUCT DWGS

VAPOR BARRIER

AGGREGATE,

SEE STRUCT

DWGS

HORIZ REINF @

406 (1'-4") OC

VERT

TOOL

STORAGE

FUEL VEHICLE

BAY

VEHICLE

BAYS

STANDING SEAM

ROOF

FLASHING & REGLET

COUNTERFLASHING

W/ SEALANT

M

IN8"20

VA

R

IE

S

STANDING SEAM

ROOF

METAL ROOF

EDGE

R-30 ROOF

INSULATION W/

VINYL LINER

METAL WALL

PANEL

R-30 ROOF

INSULATION W/

VINYL LINER

R-19 BATT

INSULATION WITH

VINYL LINER

METAL

PANEL DRIP

EDGE

R-19 BATT

INSULATION WITH

VINYL LINER, BOTH

SIDES

PRE-ENGINEERED

BUILDING

ELEMENT

152 (6") STEP

VERT REINF, #4

BARS @ 1219

(48") OC

VERTICAL

REINF

EMBEDMENT,

SEE STRUCT

DWGS

VA

R

IE

S

203 (8") CMU

BOND BEAM W/

(2) #4 BARS

CONT

METAL ANGLE &

EXP ANCHOR,

SEE STRUCT

DWGS

FIRE

RETARDANT

MATERIAL

STANDING

SEAM ROOF

PARTITION

TYPE F1

C

12 0.5

ROOM FINISHES,

SEE SCHEDULE &

BID OPTIONS

T/ CONC 02

426.47

R-30 ROOF

INSULATION W/

VINYL LINER

VAPOR

BARRIER

AGGREGATE,

SEE STRUCT

DWGS

VERTICAL

REINF

EMBEDMENT,

SEE STRUCT

DWGS

CONC FLOOR

SLAB &

FOUNDATION, SEE

STRUCT DWGS

HORIZ REINF

@ 406 (1'-4")

OC VERT

'-0

FUEL VEHICLE

BAY

MULTI-

PURPOSE

SUSPENDED

ACOUSTICAL

CEILING PANELS

& GRID

VERT REINF, #4

BARS @ 1219

(48") OC

9' -0

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A304

WALL SECTIONS

MAY 1, 2015

CHBJASJAS

LKLW959716

C O

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AN

C E

FU

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TI

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N

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LV

AN

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A

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AT

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G U

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AN

IA

BID DOCUMENTS

ARCHITECTURAL

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

WALL SECTION

REVISIONS

NO. DATE DESCRIPTION

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

A301

A301

A401

A401

101A

103A

W1

A301

_________________________ 1 A301

REF

(NIC)

A303

A303

1829x1219 (72"x48") VISUAL

DISPLAY BOARD,

BID OPTION #4

1829x1219 (72"x48") VISUAL

DISPLAY BOARD,

BID OPTION #4

1829x1219 (72"x48") VISUAL

DISPLAY BOARD,

BID OPTION #4

COUNTERTOP

& CABINETRY,

BID OPTION #4

WALL MOUNTED

TELEVISION

BRACKET, BID

OPTION #4

AA

BB

C

(NIC)

(NIC)

(NIC)

(NIC)

(NIC)(NIC)(NIC)(NIC)(NIC)

(NIC)(NIC)(NIC)(NIC)

(NIC)

(NIC) (NIC) (NIC) (NIC)

(NIC)

(NIC)

9' -5

4'

-3

/2

(NIC)

(NIC)

(NIC)

(NIC)

(NIC)

(NIC)

(NIC)

W1 W1 W1 W1 W1

101B

102103B

EYEWASH

STATION

HAND

SINK

W1

W1

ADMINISTRATION

MULTI-

PURPOSE

SUPERVISOR

MECHANICAL/

ELECTRICAL

WOOD

BASE

CABINET

WALL

SURFACE

WOOD

BLOCKING AS

REQUIRED

ADJUSTABLE

SHELF

SLIDING

DRAWER

SOLID POLYMER

SURFACE

CEILING AS

SCHEDULED

4"10

2'-1"

2' -1

0"

4" 1'

-1 0"

6"

1/ 2"

1/

2"

BASE AS

SCHEDULED3"

2'-0"

19 3/ 4"

REF

(NIC)

W1 103A

4'-3 1/2" 3'-0"

1 1/2"

3'-2"

1 1/2"

3'-0"

MIN

610 (24") 1308 914

4" 2'

-1 0"

9'-5"

BASE BID:

ROUGH-IN PLUMBING AND ELECTRICAL SUPPLY FOR FUTURE SINK,

DISPOSAL UNIT, AND FOR FUTURE DROP DOWN SCREEN WITH

OVERHEAD PROJECTOR MOUNT.

BID OPTION:

RESIDENTIAL CASEWORK, COUNTERTOPS, SINK AND DISPOSAL UNIT AS

INDICATED ON DRAWINGS.

THREE (3) 1829x1219mm (72"x48") VISUAL DISPLAY BOARDS AS

INDICATED ON DRAWINGS.

DROP DOWN SCREEN WITH OVERHEAD PROJECTOR MOUNT AS

INDICATED ON DRAWINGS.

WALL MOUNTED TELEVISION BRACKETS AS INDICATED ON DRAWINGS.

WINDOW ASSEMBLIES (WINDOW TYPE W1).

1 2 3 4 5 6

A

B

C

D

E

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A401

ENLARGED DRAWINGS

MAY 1, 2015

CHBJASJAS

LKLW959716

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BID DOCUMENTS

ARCHITECTURAL

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

ENLARGED FLOOR PLAN

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

SECTION DETAIL, BID OPTION #4

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

INTERIOR ELEVATION, BID OPTION #4

NOTE: SYSTEMS FURNITURE, OFFICE EQUIPMENT, TABLES, CHAIRS, REFRIGERATOR,

AND VENDING MACHINES ARE NOT INCLUDED IN CONTRACT.

BID OPTION #4 CABS & EQUIPMENT

BID OPTION #2 DAYLIGHTING

F-FLUSH HG-HALF

GLASS

OHS-OVERHEAD

SECTIONAL

D R

H

EI

G H

T 1'

-6 " T

YP

DR WIDTH

EQ 4'-0" 4'-0" EQ

5' -3

610x229 (24"x9")

ACRYLIC

VISION LIGHTS

D R

H

EI

G H

T

8" 3'

-0

EQ 2'-0" EQ

DR WIDTH

D R

H

EI

G H

T

DR WIDTH

1219 1219

" M

AX

WIDTH

DR

D R

H

EI

G H

T

D R

H

EI

G H

T

WIDTH

DR

102 (4") HEAD

C6x8.2

STEEL

CHANNEL

BENT

STRAP

ANCHORS

@ 406 (1'-4")

OC VERT

51 (2") FRAME

D R

H

EI

G H

T

WIDTH

DR

51 (2") HEAD

51 (2") FRAME

L-1

(2) STL ANGLES

6x3-1/2x5/16 (LLV)

LV1

BASE OF WALL

(7 '-4

SI

LL

H T

1'

-4

LV2

1'-4"

(1 0'

-8

SI

LL

H T

2'

-0

2'-0"

15, 16

10, 11

5, 6

W1 (BID OPTION #2)

(2 '-8

SI

LL

H T

4'

-0

3'-4"

T/ CONC 02

WINDOW ASSEMBLIES (WINDOW TYPE W1). 1. LINTELS TO HAVE [203mm] (8") MINIMUM BEARING EACH END.

2. SEE TYPICAL MASONRY WALL OPENING REINFORCING DETAILS ON THIS

DRAWING FOR ADDITIONAL REINFORCING REQUIRED AT ALL MASONRY

WALL OPENINGS.

3. STEEL LINTELS TO BE PRIME PAINTED.

4. PROVIDE [9.5x254x178mm] (3/8"x10"x7") BEARING PLATE WITH TWO [19mm]

(3/4") DIAMETER METAL STUDS AT EACH END OF ALL STEEL WIDE

FLANGE BEAM LINTELS.

TYP MASONRY

BOND BEAM LINTEL

(2) #4 BARS HORIZ IN

MASONRY BOND BEAM

TYP WALL

OPENING

(TYP)

1'-0"

TYP WALL

OPENING

TYP MASONRY

BOND BEAM LINTEL

T/ CONC

(1) #5 DOWEL

(BOTH SIDES)

(1) #5 VERT REINF

BAR (BOTH SIDES)

FOR OPENINGS

[1829mm] (6'-0") WIDE

& SMALLER

[406mm] (1'-4") SOLID

PIER W/ (2) #5 VERT

REINF BARS (BOTH

SIDES) @ [203mm] (8")

C/C FOR OPENINGS

LARGER THAN

[1829mm] (6'-0")

2' -6

1'

-0

NOTES

1. REINFORCING SHOWN REQUIRED @

ALL WALL OPENINGS.

2. ALL REINFORCING TO EXTEND [610mm]

(24") MIN BEYOND WALL OPENING.

3. ALL BOND BEAMS TO EXTEND [203mm]

(8") MIN BEYOND WALL OPENINGS @

EACH END.

GROUT FILL CMU

CORES [406mm] (1'-4")

BEYOND OPENING

STL BEARING

PLATE W/ STUDS

STL LINTEL BEAM

CMU BOND BEAM

METAL

THRESHOLD

WITH WEATHER

SEAL

DOOR

CONCRETE

SLAB

(INT SIDE)

R-19 BATT

INSULATION

WITH VINYL

LINER

METAL

CHANNEL, SEE

STRUCT DWGS

DOOR &

FRAME

METAL

WALL

PANEL

METAL DRIP

EDGE

SEALANT,

ALL SIDES

M

IN

L

AP

1"25

5 7/8"

2"51

FACING

BRICK, BID

OPTION #3

FLASHING W/

DRIP EDGE

203 (8")

CMIU

SEALANT,

ALL SIDES

DOOR &

FRAME

LINTEL

L-1

102 (4")

CMU

4"

CENTERED

5 7/8"

METAL

CHANNEL TO

FRAME OHS

DOOR

OVERHEAD

DOOR TRACK

OVERHEAD

DOOR

METAL WALL

PANEL

METAL DRIP

EDGE

SEALANT, ALL

SIDES

WEATHER

GASKET BY

DOOR MANUF

R-19 BATT

INSULATION

WITH VINYL

LINER

METAL

CHANNEL, SEE

STRUCT DWGS

WINDOW

& FRAME

METAL

WALL

PANEL

METAL DRIP

EDGE

SEALANT ,

ALL SIDES

M

IN

L

AP

1"25

5"

1/

2"

R-19 BATT

INSULATION

WITH VINYL

LINER

METAL

CHANNEL, SEE

STRUCT DWGS

METAL

LOUVER

METAL

WALL

PANEL

METAL DRIP

EDGE

SEALANT,

ALL SIDES

M

IN

L

AP

1"25

203 (8")

CMIU

SEALANT,

ALL SIDES

203 (8") CMU

BOND BEAM

W/ (2) #4

BARS CONT

5"

5"

METAL

LOUVER

C

EN

TE

R

ED

7/

8"

2"

CMIU

MASONRY

ANCHOR

SEALANT,

ALL SIDES

DOOR &

FRAME

OVERHEAD DOOR

JAMB BY MANUF

CMIU3"

TH

IC

KN

ES

S

W A

LL

** VERIFY DISTANCE WITH DOOR

MANUF TRACK MOUNTING DWGS

METAL

CHANNEL,

C6x8.2

SEALANT,

BOTH SIDES BENT STRAP ANCHORS

@ 406 (1'-4") OC VERT

INTEGRAL

SCREENS

INTEGRAL

SCREENS

CMIU

MASONRY

ANCHOR

SEALANT,

ALL SIDES

WINDOW

& FRAME

5"12

2 1/2"

CMIU

MASONRY

ANCHOR

SEALANT,

ALL SIDES

METAL

LOUVER

5"12

5"12

SEALANT,

ALL SIDES

METAL

LOUVER

METAL

CHANNEL METAL WALL

PANEL

1/ 2"

** VERIFY DISTANCE WITH DOOR

MANUF TRACK MOUNTING DWGS

SLOPE

AWAY @

1/4" PER

FOOT

51x51x6 (2"x2"x1/4")

GALVANAIZED STL

ANGLE, RETURN TO

WALL AT EACH END

OVERHEAD

DOOR

9.5 (3/8") DIA STL

ANCHOR @ 1219

(48") OC

(INT SIDE)

WALL THICKNESS 3" **

76 **

5"

203 (8")

CMIU

SEALANT,

ALL SIDES

WINDOW

& FRAME

SOLID

SURFACE

SILL

1/2"

203 (8") CMU

BOND BEAM

W/ (2) #4

BARS CONT

INTEGRAL SILL

FLASHING BY

WINDOW

MANUF

INTEGRAL

SCREENS

INTEGRAL

SCREENS

R-19 BATT

INSULATION

WITH VINYL

LINER

METAL

CHANNEL, SEE

STRUCT DWGS

METAL

LOUVER

METAL WALL

PANEL

SEALANT,

ALL SIDES

INTEGRAL

SCREENS

INTEGRAL SILL

FLASHING BY

LOUVER

MANUF

203 (8")

CMIU

SEALANT,

ALL SIDES

METAL

LOUVER

203 (8") CMU

BOND BEAM

W/ (2) #4

BARS CONT

INTEGRAL SILL

FLASHING BY

LOUVER

MANUF

5"

INTEGRAL

SCREENS

5"

BID OPTION #2

BID OPTION #2

BID OPTION #2

MANGANESE IRONSPOT MODULAR VELOR FACING BRICK ON SOUTH

FACADE.

1 2 3 4 5 6

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PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

1 2 3 4 5 6

209 SENATE AVENUE

CAMP HILL, PA 17011

A601

SCHEDULES, TYPES, &

TYPICAL DETAILS

MAY 1, 2015

CHBJASJAS

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BID DOCUMENTS

ARCHITECTURAL

DOOR SCHEDULE

DOOR

NO

DOOR FRAME HARDWARE

FIRE

RATING

(MINS) LINTEL NOTES

SIZE TYPE

MAT GLAZING TYPE MAT

DETAILS

SET

NO

KEYSIDE

ROOM NO

WIDTH

HEIGHT THICK LEAF 1 LEAF 2 HEAD JAMB SILLLEAF 1 LEAF 2

101A 3'-0" 0' - 0" 7'-0" 1 3/4" HG - HM TEMP/INSUL 1 HM 1 7 - 6.0 107 - -

101B 3'-0" 0' - 0" 7'-0" 1 3/4" HG - HM TEMP/INSUL 1 HM 1 7 12 2.0 EXT - -

102 3'-0" 0' - 0" 7'-0" 1 3/4" HG - HM TEMP/INSUL 1 HM 1 7 - 4.0 101 - -

103A 3'-0" 0' - 0" 7'-0" 1 3/4" HG - HM TEMP/INSUL 1 HM 1 7 - 6.0 107 - -

103B 3'-0" 0' - 0" 7'-0" 1 3/4" HG - HM TEMP/INSUL 1 HM 1 7 - 5.0 101 - -

104 3'-0" 3' - 0" 8'-0" 1 3/4" F F HM - 1 HM 1 7 - 3.0 107 - -

105 3'-0" 3' - 0" 8'-0" 1 3/4" F F HM - 1 HM 1 7 12 1.0 EXT - -

106 3 -

106A 3'-0" 0' - 0" 7'-0" 1 3/4" F - HM - 2 HM 2 7 12 2.0 EXT - L-1

106B 3'-0" 0' - 0" 7'-0" 1 3/4" F - HM - 2 HM 2 7 12 2.0 EXT - L-1

107 3'-0" 0' - 0" 7'-0" 1 3/4" F - HM - 1 HM 1 7 12 2.0 EXT - -

107A 3 - 107B 3 - 107C 3 - 107D 3 - 107E 3 - 107F 3 -

ROOM FINISH SCHEDULE

ROOM

NO ROOM NAME

FLOOR WALLS

CEILING NOTESFLOOR FINISH

BASE

TRIM NORTH EAST SOUTH WEST

101 ADMINISTRATION SEALED CONCRETE VINYL COVE CMU CMU GYPSUM CMU EXPOSED STRUCT PAINT CMU AND STRUCT, INCLUDING PRE-ENGINEERED BUILDING ELEMENTS 102 SUPERVISOR SEALED CONCRETE VINYL COVE GYPSUM CMU CMU GYPSUM ACT SYSTEM PAINT CMU 103 MULTI- PURPOSE SEALED CONCRETE VINYL COVE GYPSUM CMU, GYP CMU CMU ACT SYSTEM PAINT CMU 104 TOOL STORAGE SEALED CONCRETE - CMU CMU CMU CMU EXPOSED STRUCT PAINT CMU AND STRUCT, INCLUDING PRE-ENGINEERED BUILDING ELEMENTS 105 MECHANICAL/ ELECTRICAL SEALED CONCRETE - CMU CMU CMU CMU EXPOSED STRUCT PAINT CMU AND STRUCT, INCLUDING PRE-ENGINEERED BUILDING ELEMENTS 106 FUEL VEHICLE BAY SHAKE ON HARDENER - CMU CMU CMU CMU EXPOSED STRUCT PAINT CMU AND STRUCT, INCLUDING PRE-ENGINEERED BUILDING ELEMENTS 107 VEHICLE BAYS SHAKE ON HARDENER - CMU CMU CMU CMU EXPOSED STRUCT PAINT CMU AND STRUCT, INCLUDING PRE-ENGINEERED…