PSWMRU - Final Drawings updated.pdf

PDF 4 MB Posted Mar 14, 2024

Attached to: University Park - Headhouse 4 Renovation
Solicitation number: SYNOPSIS-12305B24R0018
Issued by: Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Northeast Area

About this file

Written by GovTribe AI · Mar 14, 2024

This is a pre-solicitation notice for a firm fixed-price construction contract to renovate Headhouse 4 at the University Park campus in Pennsylvania. The contract is anticipated to be awarded in April 2024 with work including removal of an underground fuel storage tank and associated piping, removal of a boiler and heating system, roof replacement, siding and insulation repairs, and electrical upgrades. The resulting indefinite-delivery, indefinite-quantity contract will have a total small business set-aside for NAICS code 236220 with a $45 million size standard. The solicitation is expected to be released on April 10, 2024 as a request for proposal. Firms must be registered in SAM to be eligible for award.

View the file

Other files

File	Type	Posted
PSWMRU - Final Specifications.pdf	PDF	Mar 14, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

2/1 3/2

4 1

0:5 8:0

3 A M

2.0

-0

.D W

G-001COVER SHEET

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

2.0

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023

G-001

M-001

SEE LOCATION MAP

LOCATION OF WORK

COVER SHEET

SYMBOLS & ABBREVIATIONS

MD101 FIRST FLOOR PLAN - DEMOLITION

M-101 FIRST FLOOR PLAN

JURAN, A.

BENZEL, L.

HYMANSON, J.

JURAN, A.

P-001 SYMBOLS & ABBREVIATIONS

PD101 FIRST FLOOR PLAN - DEMOLITION

P-101 FIRST FLOOR PLAN

E-001 SYMBOLS & ABBREVIATIONS

ED101 DEMOLITION - FIRST FLOOR POWER PLAN

E-101 FIRST FLOOR POWER PLAN

E-601 PANEL SCHEDULE

CD100 EXISTING CONDITIONS AND DEMOLITION PLANS

A-001 GENERAL NOTES, SYMBOLS LEGENDS & ABBREVIATIONS

A-002 ADA ACCESSIBILITY NOTES

A-101 FLOOR PLAN

A-201 ELEVATIONS

A-100 DEMOLITION PLANS AND SECTIONS

A-104 ROOF PLAN

A-301 WALL SECTIONS

A-601 SCHEDULES

P-401 RISERS

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

SHT

AutoCAD SHX Text

SITE KEY PLAN

AutoCAD SHX Text

ABBREVIATIONS, SYMBOLS & MATERIAL INDICATIONS

AutoCAD SHX Text

INDEX OF DRAWINGS

AutoCAD SHX Text

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

AutoCAD SHX Text

U.S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

PASTURE SYSTEMS & WATERSHED MANAGEMENT RESEARCH UNIT (PSWMRU)

AutoCAD SHX Text

BUILDING 996-04 TOWER RD. UNIVERSITY PARK, PA 16802

AutoCAD SHX Text

CONTRACT NO. 12305B21D0016/12305B22F0168

AutoCAD SHX Text

CP1 CP1

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

2.0

TJR

BES

DBM

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023

40'20'0'

SCALE: 1"=20'

1 REMOVE EXISTING UNDERGROUND DOUBLE

WALLED 2500 GAL. FIBERGLASS FUEL STORAGE

TANK, LIDS, AND CONCRETE PAD.

DEMOLITION KEY:

SCALE: 1"=20'

EXISTING CONDITIONS PLAN1

SCALE: 1"=20'

DEMOLITION PLAN2

DEMOLITION NOTES:

1. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND

PLUMBING DEMOLITION DRAWINGS FOR FURTHER

DEMOLITION WORK.

2. CONTRACTOR WILL LOCATE EXISTING UTILITIES PRIOR

TO THE START OF WORK, INCLUDING 1" DIA. WATER

LINE.

3. PROTECT AND SUPPORT EXISTING UTILITIES WITHIN

AND ADJACENT TO THE LIMIT OF WORK.

40'20'0'

SCALE: 1"=20'

1. MAPPING SOURCES AND DATUM: THE FOLLOWING NOTES

PERTAIN TO ALL MAPPING PRESENTED IN THESE

DRAWINGS.

a. SITE SURVEY PERFORMED BY GANNETT FLEMING, INC.

OCTOBER 4, 2022.

b. VERTICAL DATUM IS NAVD 88 COMPUTED USING

GEOID18.

c. GRID IS PENNSYLVANIA STATE PLANE COORDINATE

SYSTEM, NORTH ZONE, NAD 83 (2011).

d. ELEVATIONS SHOWN ARE IN FEET.

e. DRAWING UNITS ARE IN US SURVEY FEET.

f. UNDERGROUND UTILITIES SHOWN HEREON WERE

TAKEN FROM A PLAN PROVIDED BY PENN STATE

UNIVERSITY. LOCATIONS ARE APPROXIMATE AND MAY

NOT BE A COMPLETE REPRESENTATION OF THE

UTILITIES ON SITE. CONTRACTOR WILL VERIFY

LOCATIONS BEFORE COMMENCING WORK.

HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS

NORTH

(FT.)

EAST

(FT.)

ELEVATION

(FT.) DESCRIPTION

CP1 236,007.67 1,935,895.34 1,160.25 EXISTING REBAR IN CONC. FND WITH PUNCH MARK

CP2 235,911.87 1,935,488.85 1,159.31 PK NAIL IN MACADAM

2 REMOVE EXISTING FUEL OIL PIPING TO

BUILDING AND CAP.

GENERAL NOTES:

1. WORK IS TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, APPROVED

DRAWINGS, AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS.

2. PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 121 (2008), AS AMENDED, THE

CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776, AT

LEAST THREE (3) DAYS PRIOR TO EXCAVATION.

3. THE CONTRACTOR WILL ESTABLISH/PRESERVE SURVEY CONTROL PRIOR TO ANY DEMOLITION

OR CONSTRUCTION.

4. A DEP CERTIFIED UNDERGROUND STORAGE TANK REMOVER MUST BE USED TO REMOVE THE

TANK. CONFIRMATORY SOIL SAMPLES WILL BE TAKEN. A CLOSURE REPORT WILL BE PROVIDED, WHICH WILL INCLUDE, BUT NOT LIMITED TO, MANIFESTS FOR THE FUEL AND TANK, SOIL SAMPLE

RESULTS, MAPS, PHOTOS DEPICTING THE REMOVAL. IT IS NOT REQUIRED TO COMPLETE DEP

FORMS. PROVIDE CLOSURE REPORT TO USDA, PENNSYLVANIA STATE UNIVERSITY (PSU) AND

ENGINEER.

5. TEST SOIL SAMPLES AS REQUIRED BY CONTRACT DOCUMENTS, SEE UNDERGROUND STORAGE

TANK REMOVAL SPECIFICATION 02 65 00.

6. NOTIFY USDA, PSU AND ENGINEER 14 DAYS PRIOR TO THE START OF WORK.

7. IF CONTAMINATION IS FOUND, STOP WORK AND CONTACT PSU ENVIRONMENTAL HEALTH AND

SAFETY AT 814-865-6391.

8. RESTORE DISTURBED AREA WITH PENNDOT FORMULA B SEED MIXTURE, SEE SEEDING

SPECIFICATION 32 92 19.

9. CONTRACTOR WILL SALVAGE AND REUSE EXISTING TOPSOIL ON-SITE.

10. IF SUFFICIENT TOPSOIL IS NOT AVAILABLE ON-SITE, CONTRACTOR WILL PROVIDE TOPSOIL FROM

OFFSITE. 4" OF TOPSOIL IS REQUIRED ON DISTURBED AREAS.

11. ALL EARTHEN FILLS WILL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN

THICKNESS.

12. FILL MATERIAL WILL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER

OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF

SATISFACTORY FILLS.

13. FILL WILL NOT BE PLACED ON SATURATED OR FROZEN MATERIAL.

14. THE CONTRACTOR WILL PREVENT EROSION AND SEDIMENT POLLUTION. THE CONTRACTOR WILL

IMPLEMENT METHODS NECESSARY TO PREVENT EROSION IN ACCORDANCE WITH THE PA DEP

EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL DATED MARCH 2012.

CD-101EXISTING CONDITIONS

& DEMOLITION PLANS

X X

MANHOLE

TRANSFORMER ON CONCRETE PAD

ELECTRIC BOX

TELEPHONE MANHOLE

LIGHT POLE

GAS METER

GAS VALVE

FUEL TANK ACCESS LIDS ON CONCRETE PAD

STORM DRAIN INLET

FENCE POST

BOLLARD

SHRUB

TREE

SANITARY SEWER

STORM DRAIN

ELECTRIC

TELEHONE

NATURAL GAS

FUEL OIL

WATER

MAJOR CONTOUR

MINOR CONTOUR

GRAVEL

FENCE

TREE / WOODS LINE

SURVEY NOTES:

LEGEND:

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

M888

SIM

101A

ROOM

101A

L-2

A101

DETAIL REFERENCE

DRAWING ON WHICH DETAIL APPEARS

DOOR NUMBER REFERENCE

LINTEL TYPE REFERENCE

STRUCTURAL COLUMN REFERENCE

TOILET ACCESSORY REFERENCE

WALL PARTITION REFERENCE

WINDOW TYPE REFERENCE

LOUVER TYPE REFERENCE

ROOM SIGN REFERENCE

SHEET NOTE REFERENCE

DETAIL REFERENCE

SECTION REFERENCE

DRAWING ON WHICH SECTION APPEARS

WALL SECTION REFERENCE

SECTION REFERENCE

DRAWING ON WHICH SECTION APPEARS

BUILDING SECTION REFERENCE

ELEVATION REFERENCE

DRAWING ON WHICH ELEVATION APPEARS

EXTERIOR ELEVATION REFERENCE

CEILING TYPE

HEIGHT OF CEILING ABOVE FLOOR

CEILING SYSTEM REFERENCE

INTERIOR ELEVATION REFERENCE

MAGNETIC NORTH

BUILDING NORTH

NORTH ARROW REFERENCE

ROOM NAME

ROOM NUMBER

ROOM IDENTIFICATION REFERENCE

REVISION REFERENCE

A10

DRAWING ON WHICH DETAIL APPEARS

ELEVATION REFERENCE

TYPE A

10'-0"

ABBREVIATIONS

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 BUILDING

BLKG BLOCKING

BLR BOILER

BM BEAM

BM BENCHMARK

BP BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

CAB CABINET

CAP CAPACITY

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

CPT CARPET

CRV CURVED

CSK COUNTERSINK/COUNTERSUNK

CTD COATED

CTR CENTER

CUH CABINET UNIT HEATER

D DEPTH

DBL DOUBLE

DEG DEGREE

DEP DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DN DOWN

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

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

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

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.

CONFORM ALL WORK 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

INCLUSION OF ANY AND ALL WORK BY MENTION, NOTATION, DETAIL,

ITEMIZATION OR IMPLICATION, HOWEVER BRIEF, MEANS THAT THE

CONTRACTOR TO PROVIDE AND INSTALL SAME AT NO ADDITIONAL

COST OR BURDEN TO THE OWNER. ALL WORK PERFORMED TO

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. INCLUDE ALL

WORK, WHETHER SHOWN OR NOT, AS MAY BE NECESSARY TO

ACCOMPLISH THE INTENDED RESULT.

3. APPLY AND PAY FOR ALL PERMITS, INSPECTIONS, APPROVALS, ETC.

ARRANGE AND COORDINATE ALL REQUIRED INSPECTIONS AND

SECURE ALL NECESSARY APPROVALS OF THE WORK.

4. BECOME FAMILIAR 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 TO BE REPORTED TO THE

OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY

SUCH DISCREPANCY OR OMISSION. 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 WILL BE REMOVED, REPLACED AND/OR

CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST OR

BURDEN TO THE OWNER. VERIFY ALL DIMENSIONS AND LOCATIONS IN

THE FIELD. 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. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE WORK SITE PRIOR

TO THE COMMENCEMENT OF WORK.

7. VERIFY EXISTING CONDITIONS AFFECTING THE WORK PRIOR TO

BIDDING AND ALL ASPECTS OF THE WORK PRIOR TO COMMENCEMENT.

8. APPLY, INSTALL OR UTILIZE ALL MATERIALS IN ACCORDANCE WITH

MANUFACTURER’S PRINTED LITERATURE.

9. ALL WORK TO BE PERFORMED IN A FIRST-CLASS WORKMANLIKE

MANNER, MATCHING AND ALIGNING ALL SURFACES SO AS TO AFFORD

A NEAT FINISHED APPEARANCE. CLEAN ALL SURFACES FREE OF SOIL,

DIRT, REFUSE AND DEBRIS RESULTANT FROM THE WORK. ALL

ADJACENT SURFACES TO BE LEFT AS THEY APPEARED PRIOR TO

COMMENCEMENT OF THE WORK. 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 TO BE

THOROUGHLY CLEANED TO THE SATISFACTION OF THE OWNER.

10. ALL WORK TO BE PROPERLY AND ADEQUATELY PROTECTED FROM

DAMAGE AT ALL TIMES REGARDLESS OF THE STAGE OF COMPLETION.

TAKE RESPONSIBILITY FOR SAFETY AT ALL TIMES, IN ALL PLACES AND

UNDER ALL CONDITIONS AFFECTING OR AFFECTED BY THE WORK.

ADHERE TO ALL ACCEPTED SAFETY PRACTICES AND 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. REPAIR ANY AND ALL DAMAGE

TO THE PREMISES ARISING FROM OR ASSOCIATED WITH WORK SITE

OPERATIONS AND/OR ACTIVITIES CONNECTED TO THE WORK.

11. LEAVE ALL CHASES, HOLES, OPENINGS, ETC. PLUMB LEVEL, TRUE AND

OF A PROPER SIZE OR CUT SAME INTO EXISTING WORK AS MAY BE

NECESSARY FOR PROPER INSTALLATION OF WORK. 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,

CUT THEM AFTERWARDS AT OWN EXPENSE. NO EXCESSIVE CUTTING

WILL BE PERMITTED NOR ANY STRUCTURAL MEMBERS TO BE CUT

WITHOUT THE CONSENT OF THE ARCHITECT.

12. ALL EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS. ALL LABOR, EQUIPMENT AND

MATERIAL TO BE GUARANTEED AS PER PROJECT SPECIFICATIONS.

13. COMPLY WITH ALL OWNER SAFETY TRAINING REQUIREMENTS AND

SITE PROCEDURES, AND COORDINATE THE FOREGOING WITH

OWNER'S DESIGNATED REPRESENTATIVES.

14. PERFORM ALL WORK WITHOUT INTERFERING WITH OWNER'S NORMAL

OPERATIONS.

15. PROJECT DOCUMENTS ARE INTENDED TO BE COMPLEMENTARY.

ITEMS INDICATED IN ONE PLACE OR ANOTHER AMONG THE

DOCUMENTS ARE INTENDED AS THOUGH SHOWN IN ALL PLACES.

16. 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 IS GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE

OF SUBSTANTIAL COMPLETION.

GENERAL DEMOLITION NOTES

1. UNOBSTRUCTED ACCESS TO EXISTING EMERGENCY EXITS SHALL BE

MAINTAINED AT ALL TIMES.

2. 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. REMOVAL OF EXISTING HVAC & PLUMBING FIXTURES & SAFING TO BE

BY APPROPRIATE TRADES.

5. COORDINATE LOCATION OF ALL NEW FLOOR & WALL PENETRATIONS

WITH OWNER PRIOR TO CUTTING OR CORING. COORDINATE LOCATION

WITH CONSTRUCTION DRAWINGS. SEAL ALL PENETRATIONS.

6. ALL CONTRACTORS ARE TO REPORT ALL UNEXPECTED, UNCOVERED

EXISTING CONDITIONS WHICH IMPACT LAYOUT OF NEW WORK

IMMEDIATELY TO ARCHITECT.

7. FOR EXTENT & SCOPE OF PLUMBING, MECHANICAL & ELECTRICAL

REMOVALS, SEE INDIVIDUAL TRADE DRAWINGS.

8. SAW CUT ALL NEW OPENINGS IN EXISTING CONSTRUCTION. DO NOT

HAMMER & CHISEL. CARE MUST BE TAKEN NOT TO DAMAGE EXISTING

CONSTRUCTION. COORDINATE TIME OF LOUD/HEAVY NOISE

CONSTRUCTION WITH OWNER TO LIMIT DISTURBANCE.

9. PROVIDE PORTABLE LIGHTING DURING DEMOLITION & CONSTRUCTION

AS REQUIRED.

10. PROVIDE DUMPSTERS AND OTHER DEMOLITION EQUIPMENT AS

REQUIRED.

11. REMOVE EXISTING WORK AS REQUIRED TO ACCOMMODATE NEW

WORK, INCLUDING EXISTING WALL & FLOOR FINISHES IN SPACES

SCHEDULED TO BE REFINISHED.

12. PROVIDE APPROPRIATE FULL HEIGHT PROTECTION/TEMPORARY

PARTITIONS PRIOR TO COMMENCING DEMOLITION. PLACED IN

LOCATIONS APPROVED BY OWNER.

13. ALL BUILDING ACCESS AND REMOVAL OF MATERIALS MUST BE

APPROVED BY OWNER.

ABBREVIATIONS

FRT FIRE RETARDANT TREATED

FTG FOOTING

FURN FURNITURE

GA GAUGE / GAGE

GALV GALVANIZED

GAR GARAGE

GEN GENERATOR

GFCI GOVERNMENT FURNISHED, CONTRACTOR

INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT

INSTALLED

GHM GALVANIZED HOLLOW METAL

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 DOOR

HORIZ HORIZONTAL

HPT HIGH POINT

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

I.E. THAT IS

ICF INSULATED CONCRETE FORM

ID INSIDE DIAMETER

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 MEZZANINE

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 COEFFICIENT

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

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 CHLORIDE

ABBREVIATIONS

QTF QUARRY TILE FLOOR

R RADIUS

R RISER

RD ROOF DRAIN

RECP RECEPTACLE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RET RETURN

REV REVISION

RFG ROOFING

RH RIGHT HAND

RM ROOM

RWC RAIN WATER CONDUCTOR

S SOUTH

SAB SOUND ATTENUATING BATT INSULATION

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

SPA SPACING

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

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THRU THROUGH

TLT TOILET

TRTD TREATED

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

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

L o c a l F ile

DRAWING NO.:

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DATENO. BY DESCRIPTION

REVISIONS

U S D A

Agricultural Research Service

I N C O R P O R A T E D

SUMMER

CONSULTANTS

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SHEET OF1

P M

A u to d e s k D o c s /0

-S u m m e rU S

D A

P S

H e a d h o u s e

/G F

S D

A -H

.r v t

C e n tr a l F ile B

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

A001

GENERAL NOTES, SYMBOLS,

LEGENDS & ABBREVIATIONS

SILBAUGH, J.

SNYDER, M.

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023 21

JURAN, A.

LAVATORY

FIRE EXTINGUISHER

WATER CLOSET STALL

PLAN ELEVATION VANITY ELEVATIONVANITY PLAN

ELEVATION

GRAB BAR

KNEE SPACE KNEE SPACE

VANITY SKIRT

(IF PRESENT)

CLEAR

FLOOR

SPACE

CLEAR

FLOOR

SPACE

VERTICAL

GRAB BAR

VERTICAL

GRAB BAR

2'-6" MIN

M A

6" MAX

8" MIN

2'-6" MIN

11" MAX

M A

8" MIN

1'-0" MAX

4'-6" MIN

3'-4" MAX

M A

-3

M A

A X

PLAN

MANEUVERING CLEARANCES AT MANUAL SWING DOORS

FIGURE 404.2.3.1

ICC/ANSI A117.1-2003

[445]

18" MIN

(A) FRONT APPROACH, PULL SIDE

(B) FRONT APPROACH, PUSH SIDE

* IF BOTH CLOSER AND LATCH ARE PROVIDED

[305]

12" MIN*

[915]

36" MIN

[1065]

42" MIN

(D) HINGE APPROACH, PULL SIDE

[610]

24" MIN

(F) LATCH APPROACH, PULL SIDE

* 54" MIN (1370) IS CLOSER IS PROVIDED

(E) HINGE APPROACH, PUSH SIDE

* IF BOTH CLOSER AND LATCH ARE PROVIDED

** 48" MIN (1220) IF BOTH CLOSER AND LATCH PROVIDED

[305]

12" MIN*

[560]

22" MIN

(G) LATCH APPROACH, PUSH SIDE

* 48" MIN (1220) IF BOTH CLOSER PROVIDED

[610]

24" MIN*

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 42" ABOVE FINISHED FLOOR FOR FORWARD APPROACH,

NOT HIGHER THAN 48" ABOVE FINISHED FLOOR FOR SIDE APPROACH,

AND NOT LESS THAN 36" ABOVE FINISHED FLOOR FOR EITHER

APPROACH.

3 ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES SHALL

BE MOUNTED A MINIMUM OF 18" TO THE BOTTOM.

4 SEE THE ENLARGED FLOOR PLANS FOR TOILET ACCESSORY

LOCATIONS, QUANTITIES, AND MOUNTING REQUIREMENTS.

WATER CLOSETS:

1 THE HEIGHT OF ADA ACCESSIBLE WATER CLOSETS SHALL BE A

MINIMUM OF 17" AND A MAXIMUM OF 19".

2 HAND OPERATED CONTROLS (IF PRESENT) FOR FLUSH VALVES SHALL

BE MOUNTED ON THE APPROACH SIDE (WIDE) SIDE OF THE TOILET

STALL/ROOM, NO GREATER THAN 44" ABOVE FINISHED FLOOR.

3 MAXIMUM FORCE TO OPERATE THE CONTROLS SHALL BE NO

GREATER THAN FIVE (5) POUNDS.

GRAB BARS:

1 GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF NO LESS THAN

1-1/4" OR NO MORE THAN 1-1/2", AND SHALL PROVIDE A CLEARANCE

OF 1-1/2" BETWEEN THE GRAB BAR AND THE WALL.

2 ALL GRAB BARS AND ADJACENT SURFACES SHALL BE FREE OF ANY

SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM

RADIUS OF 1/4".

3 BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM

BENDING MOMENT FROM THE APPLICATION OF 250 POUNDS SHALL BE

LESS THAN THE ALLOWABLE FOR THE MATERIAL.

4 GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

URIINALS:

1 HAND OPERATED FLUSH CONTROLS (IF PRESENT) SHALL BE

MOUNTED WITHIN 44" ABOVE FINISHED FLOOR.

2 MAXIMUM FORCE TO OPERATE CONTROLS SHALL BE NO GREATER

THAN FIVE (5) POUNDS.

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.

SHOWER COMPARTMENTS:

1 CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE

INSTALLED ON THE SIDE WALL OPPOSITE THE SEAT NO LESS THAN

38" ABOVE FINISHED FLOOR AND NO GREATER THAN 48" ABOVE

FINISHED FLOOR. AND SHALL BE LOCATED WITHIN 15" FROM THE

CENTERLINE OF THE SEAT TOWARD THE SHOWER OPENING.

2 THRESHOLDS AT THE ENTRANCE TO THE COMPARTMENT SHALL BE

1/2" HIGH MAXIMUM.

L o c a l F ile

DRAWING NO.:

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DATENO. BY DESCRIPTION

REVISIONS

U S D A

Agricultural Research Service

I N C O R P O R A T E D

SUMMER

CONSULTANTS

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SHEET OF1

P M

A u to d e s k D o c s /0

-S u m m e rU S

D A

P S

H e a d h o u s e

/G F

S D

A -H

.r v t

C e n tr a l F ile B

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

A002ADA ACCESSIBILITY NOTES

SILBAUGH, J.

SNYDER, M.

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023 21

TBD

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

ADA ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS

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

ADA DOOR CLEARANCE REQUIREMENTS

A B C D ED2A

D1A

D4B

D3D3 D3 D3 D3

EX2A

EX2C

D2A D2A D2A D2AD2A

D12

EX5A

EX5A D1A

D4BD4B

D4B

D1B

D1A

D4C

D4D

D4C

D4D

EX3B

A100

D4AD4A

D4A D4A

D1B

D1A

D1B

A100

EX5C

EX20A

D5C

EX5C

D5C

EX5C

D5C

D18D18 D18

6'-0"

D4E

GROUND FLOOR

14' - 0"

HIGH ROOF

28' - 2"

D4A

EX4EX4EX4EX4EX4

D4C

D13

D1AD1A

D14

9 1/2"

GROUND FLOOR

14' - 0"

LOW ROOF

26' - 1"

EX4EX4EX4

D1A

D4A

D1A

D18

D17

D14

D13

D4C

EX4EX4

GROUND FLOOR

14' - 0"

LOW ROOF

26' - 1"

D4D

D4B

D1B

NOTES:

1. SCOPE NOT INDICATED ON THIS DRAWING

SHALL BE AS INDICATED ON BASE BID

SECTION DRAWINGS THIS SHEET.

2. SCOPE INDICATED ON THIS DRAWING THAT

VARIES FROM SCOPE INDICATED ON BASE

BID SECTIONS SHALL ONLY APPLY IF

OWNER OPTS FOR THE DESIGNATED BID

ALTERNATE.

GROUND FLOOR

14' - 0"

HIGH ROOF

28' - 2"

D4B

D4D

D1B

NOTES:

1. SCOPE NOT INDICATED ON THIS DRAWING

SHALL BE AS INDICATED ON BASE BID

SECTION DRAWINGS THIS SHEET.

2. SCOPE INDICATED ON THIS DRAWING THAT

VARIES FROM SCOPE INDICATED ON BASE

BID SECTIONS SHALL ONLY APPLY IF

OWNER OPTS FOR THE DESIGNATED BID

ALTERNATE.

EX5B

EX6A

EX6C

EX6B EX8EX9

EX11B

EX11A

EX7

EX10

D2B

EX5B

EX5B D5A

D7A

D11B

D6C

D9D6B D5AD8D6A

D5A

D7B

D11A

EX20A

D5A

D10

EX2B

EX20B

D5B

L o c a l F ile

DRAWING NO.:

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DATENO. BY DESCRIPTION

REVISIONS

U S D A

Agricultural Research Service

I N C O R P O R A T E D

SUMMER

CONSULTANTS

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SHEET OF1

P M

A u to d e s k D o c s /0

-S u m m e rU S

D A

P S

H e a d h o u s e

/G F

S D

A -H

.r v t

C e n tr a l F ile B

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

A100

DEMOLITION PLANS AND

SECTIONS

SILBAUGH, J.

SNYDER, M.

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023 21

Approver

KEYNOTES - DEMOLITION

D1A CUT EXISTING SIDING AT 2'-0" ABOVE FINISHED FLOOR

AND REMOVE SIDING BELOW CUT LINE. BASE BID ONLY.

D1B REMOVE EXISTING SIDING IN ITS ENTIRETY. ALTERNATE #2

ONLY.

D2A REMOVE EXISTING DOOR, FRAME AND HARDWARE AND

DISPOSE. PREPARE OPENING TO RECEIVE NEW WORK.

D2B REMOVE EXISTING DOOR, FRAME AND HARDWARE.

SALVAGE HARDWARE FOR REINSTALLATION. DISPOSE OF

DOOR AND FRAME.

D3 REMOVE ALL PERIMETER SEALANT AROUND EXISTING

WINDOWS AND PREPARE FOR INSTALLATION OF NEW

SEALANT.

D4A EXISTING WALL INSULATION TO REMAIN. REMOVE ONLY

AREAS OF DAMAGE AND PREPARE DAMAGED AREAS FOR

REPAIR. BASE BID ONLY.

D4B REMOVE EXISTING WALL INSULATION IN ITS ENTIRETY AND

DISPOSE. ALTERNATE #3 ONLY.

D4C EXISTING ROOF INSULATION TO REMAIN. PREPARE

DAMAGED AREAS FOR REPAIR. CAREFULLY REMOVE

LOOSE AND/OR PEALING JOINT TAPE FROM JOINTS AND

PREPARE FOR INSTALLATION OF NEW JOINT TAPE. BASE

BID ONLY.

D4D REMOVE EXISTING ROOF INSULATION IN ITS ENTIRETY

AND DISPOSE. ALTERNATE #4 ONLY.

D4E REMOVE EXISTING GYPSUM WALL BOARD ONLY AS

REQUIRED TO INSTALL NEW SOUND INSULATION.

ALTERNATE #1 ONLY.

D5A REMOVE EXISTING INTERIOR PARTITION IN ITS ENTIRETY.

ALTERNATE #1 ONLY.

D5B REMOVE EXISTING GYPSUM BOARD CEILING IN ITS

ENTIRETY, INCLUDING SUPPORT FRAMING. ALTERNATE #1

ONLY.

D5C REMOVE EXISTING INTERIOR PLYWOOD SHEATHING ONLY

AS REQUIRED TO REMOVE AND INSTALL NEW WALL

INSULATION. ALTERNATE #3 ONLY.

D6A REMOVE EXISTING WATER CLOSET AND DISPOSE.

ALTERNATE #1 ONLY.

D6B REMOVE EXISTING LAVATORY AND DISPOSE. ALTERNATE

#1 ONLY.

D6C REMOVE EXISTING URINAL AND DISPOSE. ALTERNATE #1

ONLY.

D7A REMOVE EXISTING PAPER TOWEL DISPENSER AND

SALVAGE FOR REINSTALLATION. ALTERNATE #1 ONLY.

D7B REMOVE EXISTING PAPER TOWEL DISPSENSER AND

DISPOSE. ALTERNATE #1 ONLY.

D8 REMOVE EXISTING SOAP DISPENSER AND DISPOSE.

ALTERNATE #1 ONLY.

D9 REMOVE EXISTING MIRROR AND SALVAGE FOR

REINSTALLATION. ALTERNATE #1 ONLY.

D10 REMOVE EXISTING TOILET PAPER DISPENSER AND

DISPOSE. ALTERNATE #1 ONLY.

D11A REMOVE EXISTING TOILET PARTITION AND DOOR IN ITS

ENTIRETY AND DISPOSE. ALTERNATE #1 ONLY.

D11B REMOVE EXISTING URINAL SCREEN IN ITS ENTIRETY AND

DISPOSE. ALTERNATE #1 ONLY.

D12 REMOVE EXISTING FIRE EXTINGUISHER AND RELATED

SIGNAGE. SALVAGE FOR REINSTALLATION.

D13 REMOVE EXISTING ROOF IN ITS ENTIRETY.

D14 REMOVE EXISTING ROOF EDGE TRIM IN ITS ENTIRETY.

D17 REMOVE EXISTING GUTTER SYSTEM IN ITS ENTIRETY.

D18 REMOVE EXISTING DOWNSPOUT.

SCALE: 3/16" = 1'-0"

GROUND FLOOR DEMOLITION PLAN

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

DEMOLITION SECTION - BASE BID

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

DEMOLITION SECTION - BASE BID

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

DEMOLITION SECTION - ALTERNATES

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

DEMOLITION SECTION - ALTERNATES

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

ENLARGED DEMOLITION PLAN

KEYNOTES - EXISTING TO REMAIN

EX1 EXISTING METAL WALL SIDING TO REMAIN. MODIFY AS

REQUIRED PER DEMOLITION SCOPE. BASE BID ONLY.

EX2A EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN.

EX2B EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN. BASE

BID ONLY.

EX2C EXISTING OVERHEAD DOOR TO REMAIN.

EX3A EXISTING WINDOW TO REMAIN.

EX3B EXISTING LOUVERS TO REMAIN.

EX4 EXISTING STEEL STRUCTURE TO REMAIN.

EX5A EXISTING INTERIOR PARTITION TO REMAIN.

EX5B EXISTING INTERIOR PARTITION TO REMAIN. BASE BID ONLY.

EX5C EXISTING INTERIOR PLYWOOD SHEATHING TO REMAIN. BASE

BID ONLY.

EX6A EXISTING WATER CLOSET TO REMAIN. BASE BID ONLY.

EX6B EXISTING LAVATORY TO REMAIN. BASE BID ONLY.

EX6C EXISTING URINAL TO REMAIN. BASE BID ONLY.

EX7 EXISTING PAPER TOWEL DISPENSER TO REMAIN. BASE BID

ONLY.

EX8 EXISTING SOAP DISPENSER TO REMAIN. BASE BID ONLY.

EX9 EXISTING MIRROR TO REMAIN. BASE BID ONLY.

EX10 EXISTING TOILET PAPER DISPENSER TO REMAIN. BASE BID

ONLY.

EX11A EXISTING TOILET PARTITION AND DOOR TO REMAIN. BASE

BID ONLY.

EX11B EXISTING URINAL SCREEN TO REMAIN. BASE BID ONLY.

EX12 EXISTING FOOTING TO REMAIN.

EX13 EXISTING GRADE.

EX20A EXISTING CONCRETE FLOOR SLAB TO REMAIN.

EX20B EXISTING CONCRETE FLOOR SLAB TO REMAIN. PREPARE

CONCRETE FOR REPAIR AND PATCHING IN AREAS WHERE

DEMOLISHED ITEMS WERE REMOVED. ALTERNATE #1 ONLY.

EX21 EXISTING FLUE AND FLUE SUPPORTS TO REMAIN.

TEMPORARILY SUPPORT AS REQUIRED DURING

INSTALLATION OF NEW WORK.

A2014

A201

A B C D E

LABORATORY

MECHANICAL

ROOM

101B

101A

101C 101D

A1BA1B

A1B

A1BA5BA5BA5B

A101

A3A3A3 A3 A3

A5C

A5CA12

A12

A4B.2

A2A

A2A A2A

A4C

A4D.1

A301

A4D.1

EX20A

A4C

A18A18A18

A101

A601

A301

6'-0 3/4"

P3 P1

A15A

A6A

A15B

A5A

A15C

A1B

A6B

A10

A5C

A4B.2

A2B

MIN. CLEAR

5'-8"

A16

UNISEX TOILET

A14

A4E

GROUND FLOOR

14' - 0"

A1C

A101

A601

NOTE: PROVIDE

WOOD BLOCKING AS

REQUIRED FOR NEW

ATTACHMENTS

NEW VINYL-FACED

BATT WALL

INSULATION

PROVIDE CONTINUOUS

WATERPROOF BARRIER

TO ATTACH TO EXISTING

VINYL-FACING OF

INSULATION. BOTH

SIDES.

EXISTING END

CLOSURE WITH

TAPE SEALANT TOP

& BOTTOM

FASTENER @ EACH

RIB

EXISTING METAL

SIDING PANEL

EXISTING HEADER

FLASHING

NEW HEAD J

FLASHING WITH

DRIP

CONT. TAPE

SEALANT

END CLOSURE WITH

TAPE SEALANT TOP

& BOTTOM

NEW METAL

SIDING PANEL

EXISTING STEEL

PURLIN

EXISTING VINYL-

FACED BATT WALL

INSULATION

NOTE: PROVIDE WOOD

BLOCKING AS REQUIRED FOR

NEW ATTACHMENTSNEW VINYL-FACED

BATT WALL

INSULATION

PROVIDE CONTINUOUS WATERPROOF

BARRIER TO ATTACH TO EXISTING VINYL-

FACING OF INSULATION. BOTH SIDES.

FASTENERS

NEW J

FLASHING

CONT. TAPE

SEALANT

NEW METAL

SIDING PANEL

EXISTING

STRUCTURE, TYP.

EXISTING VINYL-FACED

BATT WALL INSULATION

EXISTING J

FLASHING

EXISTING METAL

SIDING PANEL

EXISTING VINYL-FACED

BATT WALL INSULATION

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 INTERIOR STUD WALLS ARE TO THE CENTERLINE OF

STUD UNLESS NOTED OTHERWISE.

4 DIMENSIONS AT EXTERIOR STUD WALLS ARE TO THE INSIDE FACE OF

STUD UNLESS NOTED OTHERWISE.

5 DIMENSIONS FOLLOWED BY AN ASTERISK (*) ARE TO THE FACE OF

STUD ON ONE OR BOTH SIDES.

6 PROVIDE LINTELS FOR OPENINGS IN MASONRY WALLS INCLUDING

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

AND MECHANICAL AND ELECTRICAL PENETRATIONS.

7 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.

8 THE INSIDE EDGE OF DOOR FRAMES SHALL BE SET 6" CLEAR FROM

THE FINISH FACE OF THE ADJACENT PERPENDICULAR PARTITION

UNLESS OTHERWISE DIMENSIONED.

9 PROVIDE SUFFICIENT BLOCKING INSIDE THE WALLS FOR

INSTALLATION OF CASEWORK, TOILET ACCESSORIES, PROJECTOR

BRACKETS, PROJECTION SCREENS, MARKER BOARDS, TACK BOARDS,

CHALK BOARDS, TELEVISION BRACKETS, AND ALL OTHER WALL

MOUNTED EQUIPMENT.

10 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 OWNER.

11 SEE CIVIL DRAWINGS FOR CONCRETE PADS AND BOLLARD

LOCATIONS AT EXTERIOR DOORS.

PARTITION TYPE SCHEDULE

P1 5/8" GWB ONE SIDE, 3 1/2" WOOD STUDS @ 16" OC. TERMINATE GWB

@ ADJACENT CEILINGS. TERMINATE STUDS @ STRUCTURE ABOVE

P2 5/8" GWB ONE SIDE, 3 1/2" WOOD STUDS @ 16" OC WITH 3" SAB.

TERMINATE GWB @ ADJACENT CEILINGS. TERMINATE STUDS @

STRUCTURE ABOVE

P3 5/8" GWB BOTH SIDES, 3 1/2" WOOD STUDS @ 16" OC WITH 3" SAB.

TERMINATE GWB @ ADJACENT CEILINGS. TERMINATE STUDS @

STRUCTURE ABOVE

KEYNOTES - NEW WORK

A1B INSTALL NEW METAL SIDING OVER ENTIRE BUILDING AS DETAILED AND SPECIFIED.

ALTERNATE #2 ONLY.

A1C INSTALL NEW METAL SIDING TO MATCH PROFILE OF EXISTING, WITHIN DEMOLISHED

DOOR OPENING AS DETAILED AND SPECIFIED. BASE BID ONLY.

A2A INSTALL NEW DOOR, FRAME AND HARDWARE AS DETAILED AND SPECIFIED.

A2B INSTALL NEW DOOR AND FRAME AS DETAILED AND SPECIFIED, AND REINSTALL

EXISTING HARDWARE TO FIT NEW DOOR AND FRAME.

A3 INSTALL NEW WINDOW SEALANT CONTINUOUS AROUND PERIMETER OF WINDOW AS

REQUIRED FOR WEATHER-TIGHT INSTALLATION.

A4B.2 INSTALL NEW R-13 UNFACED CONTINUOUS WALL INSULATION AS DETAILED AND

SPECIFIED. ALTERNATE #3 ONLY.

A4C PATCH AND REPAIR EXISTING ROOF INSULATION AS REQUIRED TO RESTORE

THERMAL AND MOISTURE PROTECTION TO LEVELS SPECIFIED. BASE BID ONLY.

A4D.1 INSTALL NEW R-19 VINYL-FACED ROOF INSULATION. EXTEND VINYL FACING AROUND

EXISTING STRUCTURE TO PROVIDE CONTINUOUS FACING. TAPE JOINTS. DO NOT

PUNCTURE FACING. ALTERNATE #4 ONLY.

A4E INSTALL NEW 3" SOUND ATTENUATING BATT INSULATION IN EXISTING WALL.

REPLACE GYPSUM WALL BOARD WHERE REMOVED. FINISH TO LEVEL 4 FINISH AND

PAINT. ALTERNATE #1 ONLY.

A5A INSTALL NEW INTERIOR PARTITION AS DETAILED AND SPECIFIED. ALTERNATE #1

ONLY.

A5B INFILL EXISTING OPENING IN EXTERIOR WALL AS DETAILED AND SPECIFIED.

A5C INSTALL NEW INTERIOR PLYWOOD SHEATHING AS DETAILED AND SPECIFIED.

ALTERNATE #5 ONLY.

A6A INSTALL NEW WATER CLOSET PER PLUMBING DRAWINGS AND SPECIFICATIONS.

ALTERNATE #1 ONLY.

A6B INSTALL NEW LAVATORY PER PLUMBING DRAWINGS AND SPECIFICATIONS.

ALTERNATE #1 ONLY.

A7 REINSTALL EXISTING PAPER TOWEL DISPENSER AS INDICATED. ALTERNATE #1

ONLY.

A8 INSTALL NEW SOAP DISPENSER AS DETAILED AND SPECIFIED. ALTERNATE #1 ONLY.

A9 REINSTALL EXISTING MIRROR AS DETAILED. ALTERNATE #1 ONLY.

A10 INSTALL NEW TOILET PAPER DISPENSER AS DETAILED AND SPECIFIED. ALTERNATE

#1 ONLY.

A12 REINSTALL EXISTING FIRE EXTINGUISHER AND RELATED SIGNAGE AS DETAILED.

A14 PREPARE AND PAINT GYPSUM WALL AND CEILING BOARD AS SPECIFIED.

ALTERNATE #1 ONLY.

A15A INSTALL NEW 36-INCH GRAB BAR AS DETAILED AND SPECIFIED. ALTERNATE #1

ONLY.

A15B INSTALL NEW 42-INCH GRAB BAR AS DETAILED AND SPECIFIED. ALTERNATE #1

ONLY.

A15C INSTALL NEW 18-INCH GRAB BAR AS DETAILED AND SPECIFIED. ALTERNATE #1

ONLY.

A16 INSTALL NEW WALL BASE AS DETAILED AND SPECIFIED. ALTERNATE #1 ONLY.

A18 INSTALL NEW METAL DOWNSPOUTS AS DETAILED AND SPECIFIED. TIE INTO

EXISTING UNDERGROUND STORM DRAIN.

L o c a l F ile

DRAWING NO.:

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DATENO. BY DESCRIPTION

REVISIONS

U S D A

Agricultural Research Service

I N C O R P O R A T E D

SUMMER

CONSULTANTS

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SHEET OF1

P M

A u to d e s k D o c s /0

-S u m m e rU S

D A

P S

H e a d h o u s e

/G F

S D

A -H

.r v t

C e n tr a l F ile B

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

A101FLOOR PLAN

SILBAUGH, J.

SNYDER, M.

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023 21

TBD

SCALE: 3/16" = 1'-0"

GROUND FLOOR

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

ENLARGED TOILET PLAN

KEYNOTES - EXISTING TO REMAIN

EX1 EXISTING METAL WALL SIDING TO REMAIN. MODIFY AS

REQUIRED PER DEMOLITION SCOPE. BASE BID ONLY.

EX2A EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN.

EX2B EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN. BASE

BID ONLY.

EX2C EXISTING OVERHEAD DOOR TO REMAIN.

EX3A EXISTING WINDOW TO REMAIN.

EX3B EXISTING LOUVERS TO REMAIN.

EX4 EXISTING STEEL STRUCTURE TO REMAIN.

EX5A EXISTING INTERIOR PARTITION TO REMAIN.

EX5B EXISTING INTERIOR PARTITION TO REMAIN. BASE BID ONLY.

EX5C EXISTING INTERIOR PLYWOOD SHEATHING TO REMAIN. BASE

BID ONLY.

EX6A EXISTING WATER CLOSET TO REMAIN. BASE BID ONLY.

EX6B EXISTING LAVATORY TO REMAIN. BASE BID ONLY.

EX6C EXISTING URINAL TO REMAIN. BASE BID ONLY.

EX7 EXISTING PAPER TOWEL DISPENSER TO REMAIN. BASE BID

ONLY.

EX8 EXISTING SOAP DISPENSER TO REMAIN. BASE BID ONLY.

EX9 EXISTING MIRROR TO REMAIN. BASE BID ONLY.

EX10 EXISTING TOILET PAPER DISPENSER TO REMAIN. BASE BID

ONLY.

EX11A EXISTING TOILET PARTITION AND DOOR TO REMAIN. BASE

BID ONLY.

EX11B EXISTING URINAL SCREEN TO REMAIN. BASE BID ONLY.

EX12 EXISTING FOOTING TO REMAIN.

EX13 EXISTING GRADE.

EX20A EXISTING CONCRETE FLOOR SLAB TO REMAIN.

EX20B EXISTING CONCRETE FLOOR SLAB TO REMAIN. PREPARE

CONCRETE FOR REPAIR AND PATCHING IN AREAS WHERE

DEMOLISHED ITEMS WERE REMOVED. ALTERNATE #1 ONLY.

EX21 EXISTING FLUE AND FLUE SUPPORTS TO REMAIN.

TEMPORARILY SUPPORT AS REQUIRED DURING

INSTALLATION OF NEW WORK.

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

WALL SECTION - INFILL

SCALE: 3" = 1'-0"

WALL DETAIL - INFILL HEAD

SCALE: 3" = 1'-0"

WALL DETAIL - INFILL JAMBS

A B C D E

A104

96'-4" +/- VIF

A104

A13

A17 A17

PEAK FLASHING

END CLOSURE WITH TAPE

SEALANT TOP & BOTTOM

METAL ROOF PANEL

EXISTING

INSULATIONEXISTING

INSULATION

EXISTING PEAK STRUT

FASTENER @ EACH RIB

METAL SIDING

PANEL

1'-0"

EXISTING STEEL BEAM

GABLE FLASHING

END CLOSURE WITH

TAPE SEALANT TOP &

BOTTOM

METAL ROOF PANEL PROFILE

VINYL-FACED BATT

ROOF INSULATION

VINYL-FACED BATT

WALL INSULATION

EXISTING GABLE STRUT

FASTENER @ EACH RIB.

METAL SIDING

PANEL

3'-0" PANEL WIDTH

RIB SPACING

1'-0"

EXISTING ROOF GIRT

TAPE SEALANT AT ALL SIDE

LAPS OF ROOF PANELS

TAPE

SEALANT

EXISTING BEAM

EAVE FLASHING

METAL ROOF

PANEL

EXISTING

INSULATION

EXISTING

INSULATION

EXISTING EAVE

STRUT

END CLOSURE WITH

TAPE SEALANT TOP

& BOTTOM

FASTENER @ EACH RIB

METAL SIDING

PANEL

1'-0"

7" K-STYLE METAL

GUTTER

2" x 3" METAL

DOWNSPOUT

FASTENER @ EACH RIB

EXISTING STEEL

BEAM

GUTTER SUPPORT. POP RIVET TO

PANEL LIP & HIGH RIB OF PANEL

VINYL-FACED BATT

WALL INSULATION

EXISTING STEEL COLUMN

CONT. TAPE

SEALANT

FASTENER @ EACH

RIB

EXISTING METAL

SIDING PANEL

(BASE BID)

NEW METAL SIDING

PANEL (BASE BID)

GROUND FLOOR

14' - 0"

EXISTING FLOOR

SLAB

VINYL-FACED BATT

WALL INSULATION

EXISTING STEEL COLUMNEND CLOSURE WITH

TAPE SEALANT TOP

& BOTTOM

FASTENER @ EACH

RIB

METAL SIDING

PANEL

BASE FLASHING

WITH DRIP. ANGLE

DOWNWARD.

EXISTING GRADE

ROOF DETAIL NOTES

1. ALL DETAILS ON THIS SHEET SHOW SIDING AND

ROOF ATTACHMENT DETAILS OVER EXISTING

CONSTRUCTION TO REMAIN PER BASE BID

SCOPE. REFER TO WALL SECTIONS FOR

ALTERNATE BID SCOPE.

2. ALL FASTENERS, SEALANTS AND TAPE SEALANTS

FOR NEW CONSTRUCTION SHALL BE PER

MANUFACTURER'S RECOMMENDATIONS AND

SHALL BE INSTALLED AS REQUIRED TO PROVIDE

WATERTIGHT ASSEMBLY.

A B C D E

EX21

D17

D13

D14

96'-4"

L o c a l F ile

DRAWING NO.:

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DATENO. BY DESCRIPTION

REVISIONS

U S D A

Agricultural Research Service

I N C O R P O R A T E D

SUMMER

CONSULTANTS

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SHEET OF1

P M

A u to d e s k D o c s /0

-S u m m e rU S

D A

P S

H e a d h o u s e

/G F

S D

A -H

.r v t

C e n tr a l F ile B

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

A104ROOF PLAN

SILBAUGH, J.

SNYDER, M.

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023 21

Approver

SCALE: 3/16" = 1'-0"

ROOF PLAN

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

ROOF DETAIL - PEAK

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

ROOF DETAIL - GABLE

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

ROOF DETAIL - EAVE/GUTTER

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

WALL DETAIL - SPLICE

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

WALL DETAIL - SILL

KEYNOTES - NEW WORK

A13 INSTALL NEW ROOF AND ROOF SYSTEM AS

DETAILED AND SPECIFIED.

A17 INSTALL NEW GUTTER SYSTEM AS DETAILED AND

SPECIFIED.

KEYNOTES - DEMOLITION

D13 REMOVE EXISTING ROOF IN ITS ENTIRETY.

D14 REMOVE EXISTING ROOF EDGE TRIM IN ITS

ENTIRETY.

D17 REMOVE EXISTING GUTTER SYSTEM IN ITS

ENTIRETY.

SCALE: 3/16" = 1'-0"

ROOF PLAN

GROUND FLOOR

14' - 0"

A B C D E

A B

A2A A2A

A13A13

L A

P 1

E X

EX21

GROUND FLOOR

14' - 0"

2A13

A17

EX2C EX2A

A A

L A

GROUND FLOOR

14' - 0"

ABCDE

A13

A18

A13

A18

A2AA3A3A3 A3 A3

A A

A B

E X

EX3AEX3AEX3AEX3AEX3A 1

A17A17

EX21

GROUND FLOOR

14' - 0"

2 A13

A B

A19

EX3B EX3B

L A

P 1

E X

EX21

ELEVATION NOTES

1 ALL GUTTERS AND DOWNSPOUTS TO MATCH FASCIA COLORS.

L o c a l F ile

DRAWING NO.:

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DATENO. BY DESCRIPTION

REVISIONS

U S D A

Agricultural Research Service

I N C O R P O R A T E D

SUMMER

CONSULTANTS

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SHEET OF1

P M

A u to d e s k D o c s /0

-S u m m e rU S

D A

P S

H e a d h o u s e

/G F

S D

A -H

.r v t

C e n tr a l F ile B

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

A201ELEVATIONS

SILBAUGH, J.

SNYDER, M.

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023 21

TBD

SCALE: 3/16" = 1'-0"

SOUTH ELEVATION

SCALE: 3/16" = 1'-0"

WEST ELEVATION

SCALE: 3/16" = 1'-0"

NORTH ELEVATION

SCALE: 3/16" = 1'-0"

EAST ELEVATION

KEYNOTES - NEW WORK

A1A INSTALL NEW METAL SIDING TO MATCH PROFILE OF EXISTING. PROVIDE 6" MINIMUM

LAP OF EXISTING SIDING OVER NEW SIDING.

A1B INSTALL NEW METAL SIDING OVER ENTIRE BUILDING AS DETAILED AND SPECIFIED.

ALTERNATE #2 ONLY.

A2A INSTALL NEW DOOR, FRAME AND HARDWARE AS DETAILED AND SPECIFIED.

A3 INSTALL NEW WINDOW SEALANT CONTINUOUS AROUND PERIMETER OF WINDOW AS

REQUIRED FOR WEATHER-TIGHT INSTALLATION.

A13 INSTALL NEW ROOF AND ROOF SYSTEM AS DETAILED AND SPECIFIED.

A17 INSTALL NEW GUTTER SYSTEM AS DETAILED AND SPECIFIED.

A18 INSTALL NEW METAL DOWNSPOUTS AS DETAILED AND SPECIFIED. TIE INTO

EXISTING UNDERGROUND STORM DRAIN.

A19 INSTALL NEW TOILET ROOM FAN PER MECHANICAL DRAWINGS. ALTERNATE #1

ONLY.

KEYNOTES - EXISTING TO REMAIN

EX1 EXISTING METAL WALL SIDING TO REMAIN. MODIFY AS

REQUIRED PER DEMOLITION SCOPE. BASE BID ONLY.

EX2A EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN.

EX2B EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN. BASE

BID ONLY.

EX2C EXISTING OVERHEAD DOOR TO REMAIN.

EX3A EXISTING WINDOW TO REMAIN.

EX3B EXISTING LOUVERS TO REMAIN.

EX4 EXISTING STEEL STRUCTURE TO REMAIN.

EX5A EXISTING INTERIOR PARTITION TO REMAIN.

EX5B EXISTING INTERIOR PARTITION TO REMAIN. BASE BID ONLY.

EX5C EXISTING INTERIOR PLYWOOD SHEATHING TO REMAIN. BASE

BID ONLY.

EX6A EXISTING WATER CLOSET TO REMAIN. BASE BID ONLY.

EX6B EXISTING LAVATORY TO REMAIN. BASE BID ONLY.

EX6C EXISTING URINAL TO REMAIN. BASE BID ONLY.

EX7 EXISTING PAPER TOWEL DISPENSER TO REMAIN. BASE BID

ONLY.

EX8 EXISTING SOAP DISPENSER TO REMAIN. BASE BID ONLY.

EX9 EXISTING MIRROR TO REMAIN. BASE BID ONLY.

EX10 EXISTING TOILET PAPER DISPENSER TO REMAIN. BASE BID

ONLY.

EX11A EXISTING TOILET PARTITION AND DOOR TO REMAIN. BASE

BID ONLY.

EX11B EXISTING URINAL SCREEN TO REMAIN. BASE BID ONLY.

EX12 EXISTING FOOTING TO REMAIN.

EX13 EXISTING GRADE.

EX20A EXISTING CONCRETE FLOOR SLAB TO REMAIN.

EX20B EXISTING CONCRETE FLOOR SLAB TO REMAIN. PREPARE

CONCRETE FOR REPAIR AND PATCHING IN AREAS WHERE

DEMOLISHED ITEMS WERE REMOVED. ALTERNATE #1 ONLY.

EX21 EXISTING FLUE AND FLUE SUPPORTS TO REMAIN.

TEMPORARILY SUPPORT AS REQUIRED DURING

INSTALLATION OF NEW WORK.

GROUND FLOOR

14' - 0"

HIGH ROOF

28' - 2"

EX4EX4EX4

D4C

A13 A104

A104

EX5C

WHERE APPLICABLE

GROUND FLOOR

14' - 0"

LOW ROOF

26' - 1"

A4C

A4A

A17

A18

A13

A1A

A104

EX4

EX20A

EX13

EX12

A104

MIRROR

A104

MIRROR

EX4

EX4EX4

EX4

WHERE APPLICABLE

EX5C

GROUND FLOOR

14' - 0"

LOW ROOF

26' - 1"

A1B

A104

MIRROR

A104

A4D.1

A4B.2

NOTES:

1. SCOPE NOT INDICATED ON THIS DRAWING

SHALL BE AS INDICATED ON BASE BID

SECTION DRAWINGS THIS SHEET.

2. SCOPE INDICATED ON THIS DRAWING THAT

VARIES FROM SCOPE INDICATED ON BASE

BID SECTIONS SHALL ONLY APPLY IF

OWNER OPTS FOR THE DESIGNATED BID

ALTERNATE.

A5C

A4B.1

A4D.2

A4D.3

GROUND FLOOR

14' - 0"

HIGH ROOF

28' - 2"

A4B.1

A4D.1

A104

NOTES:

1. SCOPE NOT INDICATED ON THIS DRAWING

SHALL BE AS INDICATED ON BASE BID

SECTION DRAWINGS THIS SHEET.

2. SCOPE INDICATED ON THIS DRAWING THAT

VARIES FROM SCOPE INDICATED ON BASE

BID SECTIONS SHALL ONLY APPLY IF

OWNER OPTS FOR THE DESIGNATED BID

ALTERNATE.

A5C

A4D.2

A4D.3

A4B.2

L o c a l F ile

DRAWING NO.:

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DATENO. BY DESCRIPTION

REVISIONS

U S D A

Agricultural Research Service

I N C O R P O R A T E D

SUMMER

CONSULTANTS

7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SHEET OF1

P M

A u to d e s k D o c s /0

-S u m m e rU S

D A

P S

H e a d h o u s e

/G F

S D

A -H

.r v t

C e n tr a l F ile B

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

A301WALL SECTIONS

SILBAUGH, J.

SNYDER, M.

HEADHOUSE #4 - HEATING & BUILDING REPAIRS

UNIVERSITY PARK, PENNSYLVANIA

17 NOV 2023 21

Approver

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

WALL SECTION - BASE BID

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

WALL SECTION - BASE BID

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

WALL SECTION 1 - ALTERNATE

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

WALL SECTION - ALTERNATE

KEYNOTES - EXISTING TO REMAIN

EX1 EXISTING METAL WALL SIDING TO REMAIN. MODIFY AS

REQUIRED PER DEMOLITION SCOPE. BASE BID ONLY.

EX2A EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN.

EX2B EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN. BASE

BID ONLY.

EX2C EXISTING OVERHEAD DOOR TO REMAIN.

EX3A EXISTING WINDOW TO REMAIN.

EX3B EXISTING LOUVERS TO REMAIN.

EX4 EXISTING STEEL STRUCTURE TO REMAIN.

EX5A EXISTING INTERIOR PARTITION TO REMAIN.

EX5B EXISTING INTERIOR PARTITION TO REMAIN. BASE BID ONLY.

EX5C EXISTING INTERIOR PLYWOOD SHEATHING TO REMAIN. BASE

BID ONLY.

EX6A EXISTING WATER CLOSET TO REMAIN. BASE BID ONLY.

EX6B EXISTING LAVATORY TO REMAIN. BASE BID ONLY.

EX6C EXISTING URINAL TO REMAIN. BASE BID ONLY.

EX7 EXISTING PAPER TOWEL DISPENSER TO REMAIN. BASE BID

ONLY.

EX8 EXISTING SOAP DISPENSER TO REMAIN. BASE BID ONLY.

EX9 EXISTING MIRROR TO REMAIN. BASE BID ONLY.

EX10 EXISTING TOILET PAPER DISPENSER TO REMAIN. BASE BID

ONLY.

EX11A EXISTING TOILET PARTITION AND DOOR TO REMAIN. BASE

BID ONLY.

EX11B EXISTING URINAL SCREEN TO REMAIN. BASE BID ONLY.

EX12 EXISTING FOOTING TO REMAIN.

EX13 EXISTING GRADE.

EX20A EXISTING CONCRETE FLOOR SLAB TO REMAIN.

EX20B EXISTING CONCRETE FLOOR SLAB TO REMAIN. PREPARE

CONCRETE FOR REPAIR AND PATCHING IN AREAS WHERE

DEMOLISHED ITEMS WERE REMOVED. ALTERNATE #1 ONLY.

EX21 EXISTING FLUE AND FLUE SUPPORTS TO REMAIN.

TEMPORARILY SUPPORT AS REQUIRED DURING

INSTALLATION OF NEW WORK.

KEYNOTES - NEW WORK

A1A INSTALL NEW METAL SIDING TO MATCH PROFILE OF EXISTING. PROVIDE 6" MINIMUM

LAP OF EXISTING SIDING OVER NEW SIDING.

A1B INSTALL NEW METAL SIDING OVER ENTIRE BUILDING AS DETAILED AND SPECIFIED.

ALTERNATE #2 ONLY.

A4A PATCH AND REPAIR EXISTING WALL INSULATION AS REQUIRED TO RESTORE

THERMAL AND MOISTURE PROTECTION TO LEVELS SPECIFIED. BASE BID ONLY.

A4B.1 INSTALL NEW R-13 VINYL-FACED WALL INSULATION. EXTEND VINYL FACING AROUND

EXISTING STRUCTURE TO PROVIDE CONTINUOUS FACING. TAPE JOINTS. DO NOT

PUNCTURE FACING. ALTERNATE #3 ONLY.

A4B.2 INSTALL NEW R-13 UNFACED CONTINUOUS WALL INSULATION AS DETAILED AND

SPECIFIED. ALTERNATE #3 ONLY.

A4C PATCH AND REPAIR EXISTING ROOF INSULATION AS REQUIRED TO RESTORE

THERMAL AND MOISTURE PROTECTION TO LEVELS SPECIFIED. BASE BID ONLY.

A4D.1 INSTALL NEW R-19 VINYL-FACED ROOF INSULATION. EXTEND VINYL FACING AROUND

EXISTING STRUCTURE TO PROVIDE CONTINUOUS FACING. TAPE JOINTS. DO NOT

PUNCTURE FACING. ALTERNATE #4 ONLY.

A4D.2 INSTALL NEW R-13 UNFACED CONTINUOUS ROOF INSULATION AS DETAILED AND

SPECIFIED. ALTERNATE #4 ONLY.

A4D.3 PROVIDE STEEL BANDING PERPENDICULAR TO EXISTING STEEL PURLINS AS

REQUIRED TO SUPPORT NEW INSULATION. ALTERNATE #4 ONLY.

A5C INSTALL NEW INTERIOR PLYWOOD SHEATHING AS DETAILED AND SPECIFIED.

ALTERNATE #5 ONLY.

A13 INSTALL NEW ROOF AND ROOF SYSTEM AS DETAILED AND SPECIFIED.

A17 INSTALL NEW GUTTER SYSTEM AS DETAILED AND SPECIFIED.

A18 INSTALL NEW METAL DOWNSPOUTS AS DETAILED AND SPECIFIED. TIE INTO

EXISTING UNDERGROUND STORM DRAIN.

F-FLUSH HG-HALF

GLASS

6"6"

EXISTING

STRUCTURE

EXISTING VINYL-FACED

BATT WALL INSULATION

EXISTING J

FLASHING

EXISTING METAL

SIDING PANEL

CONT. SEALANT

& BACKER ROD

DOOR FRAME

INSULATED DOOR

PANEL

BATT INSULATION

INFILL IN DOOR

FRAME.

WOOD BLOCKING AS

REQUIRED FOR NEW

ATTACHMENTS

END CLOSURE WITH

TAPE SEALANT TOP

& BOTTOM

FASTENER @ EACH

RIB

EXISTING METAL

SIDING PANEL

EXISTING HEADER

FLASHING

DOOR FRAME

CONT. SEALANT &

BACKER ROD

INSULATED DOOR

PANEL

EXISTING STEEL

PURLIN

EXISTING VINYL-

FACED BATT WALL

INSULATION

BATT INSULATION

INFILL IN DOOR

FRAME.

EXTEND EXISTING

CONTINUOUS WATERPROOF

BARRIER AND TERMINATE AS

INDICATED.

WOOD WALL FRAMING,

REFER TO WALL TYPES

GYPSUM WALL BOARD,

REFER TO WALL TYPES

CONT. SEALANT

& BACKER ROD,

BOTH SIDES

DOOR FRAME

DOOR PANEL

SOUND BATT

INSULATION

DOOR FRAME

DOOR PANEL

WOOD WALL FRAMING,

REFER TO WALL TYPES

GYPSUM WALL BOARD,

REFER TO WALL TYPES

CONT. SEALANT

& BACKER ROD,

BOTH SIDES

SOUND BATT

INSULATION

DOOR FRAME

DOOR PANEL

ALUMINUM

THRESHOLD

EXISTING

CONCRETE SLAB

CONT. SEALANT,

BOTH SIDES

DOOR FRAME

DOOR PANEL

EXISTING

CONCRETE SLAB

DOOR SWEEP

CONC

PLYWD

PNT-1

IG-1

EXISTING CONCRETE FLOOR. REPAIR AND PATCH AS

REQUIRED FOR FLAT, EVEN FINISH IN AREAS OF VISIBLE

DAMAGE.

RESILIENT VINYL WALL BASE AS SPECIFIED.

1/2" PLYWOOD AS SPECIFIED.

PAINT AS SPECIFIED. COLOR TO MATCH SHERWIN

WILLIAMS, SW7656 RHINESTONE.

INSULATED GLASS AS SPECIFIED.

DOOR SCHEDULE

DOOR

DOOR FRAME HARDWARE

FIRE

RATING

(MINS) LINTEL NOTES

SIZE TYPE

MAT GLAZING TYPE MAT

DETAILS

SET

KEYSIDE

ROOM NO

WIDTH

HEIGHT

THIC

LEAF

1 LEAF 2 HEAD JAMB SILLLEAF 1 LEAF 2

101A 3'-0" 0' - 0" 7'-0" 1 3/4" F - ETR - 1 ETR ETR ETR ETR ETR EXTERIOR - - DOOR IS EXISTING TO REMAIN. NO CHANGE.

101B 3'-0" 0' - 0" 7'-0" 1 3/4" HG - GHM IG-1 1 GHM H1 J1 S1 1 EXTERIOR - -

101C 3'-0" 0' - 0" 7'-0" 1 3/4" HG - GHM IG-1 1 GHM H1 J1 S1 1 EXTERIOR - -

101D 3'-0" 0' - 0" 7'-0" 1 3/4" HG - GHM IG-1 1 GHM H1 J1 S1 1 EXTERIOR - -

102 3'-0" 0' - 0" 7'-0" 1 3/4" F - HM - 1 HM H2 J2 S2 ETR 101 - - BASE BID: DOOR IS EXISTING TO REMAIN.

ALTERNATE #1: REPLACE AS NOTED, SCHEDULED,

AND SPECIFIED.

103 2'-6" 2' - 6" 7'-0" 1 3/4" F F ETR - 1 ETR ETR ETR ETR ETR 101 - - DOOR IS EXISTING TO REMAIN. NO CHANGE.

ROOM FINISH SCHEDULE

ROOM

NO ROOM NAME

FLOOR WALLS

NOTESFLOOR FINISH

BASE

TRIM NORTH EAST SOUTH WEST

101 LABORATORY CONC - PLYWD/EXP PLYWD/EXP PLYWD/EXP PLYWD/EXP

102 UNISEX TOILET CONC VB GYP.BD/PNT-1 GYP.BD/PNT-1 GYP.BD/PNT-1 GYP.BD/PNT-1

103 MECHANICAL ROOM CONC ETR EXP EXP ETR ETR

DOOR TYPES FRAME TYPES

L o c a l F ile

DRAWING NO.:

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

CHECKE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 14, 2024.