2-8271 Building Technologies Center Plumbing Lab Renovation - Drawings 1.pdf

P R O J E C T T E A M

OWNER HVAC, PLUMBING

PA COLLEGE OF TECHNOLOGY

ONE COLLEGE AVENUE

WILLIAMSPORT, PA 17701

BENJAMIN THOMAS

570.320.2400 x3004 (o)

570.974.8784 (m)

BRT10@PCT.EDU

ARCHITECT

BRIX DESIGN GROUP

215 EAST 3RD STREET

WILLIAMSPORT, PA 17701

KATRINA M. ENDRESEN, RA

272.267.3990 (m)

KENDRESEN@BRIXDG.COM

STRUCTURAL

PROVIDENCE ENGINEERING

419 MARKET STREET, SUITE 2

LEWISBURG, PA 17837

MICHELLE E. BENOIT, PE

717.793.3997 x261 (o)

267.716.4294 (m)

MICHELLEB@PROVENG.COM

PROVIDENCE ENGINEERING

1071 EDGAR STREET, SUITE A

YORK, PA 17403

REBECCA C. THOMPSON, PE LEED AP

717.793.3997 x254 (o)

717.676.7617 (m)

BECKYT@PROVENG.COM

PROVIDENCE ENGINEERING

1071 EDGAR STREET, SUITE A

YORK, PA 17403

JOHN L. KREIDER, PE

717.793.3997 x253 (o)

717.823.7186 (m)

JOHNK@PROVENG.COM

ELECTRICAL

CONSTRUCTION TYPE

TYPE II B (NONCOMBUSTIBLE)

ZONING

INSTITUTIONAL (I)

PROJECT DESCRIPTION

WORK AREA

ALTERATION - LEVEL 2: RENOVATION OF EXISTING VOCATIONAL SHOP INCLUDING SELECTIVE DEMOLITION OF LAB TRAINING PODS AND STAIRS AND REPLACING IN KIND. NEW SPRINKLERS, NEW HVAC, NEW LIGHTING, NEW PAINT, AND NEW CLERESTORY WINDOWS.

49,508 GSF - ALTERATION - LEVEL 2

JURISDICTION

CITY OF WILLIAMSPORT, PA

BUILDING USE (WORK AREA)

BUSINESS GROUP B (HIGHER EDUCATION):

CLASSROOMS AND VOCATIONAL SHOPS

FIRE SUPPRESSION

EXISTING BUILDING IS PARTIALLY SPRINKLERED.

NEW FIRE PROTECTION TO BE EXTENDED TO PROJECT

WORK AREA.

OVERALL BUILDING AREA

UNLIMITED AREA, PARTIAL TWO-STORY

OVERALL BUILDING USE

NON-SEPARATED MIXED-USE:

A-2 CAFETERIA, A-3 GYM, B HIGHER ED, I-4 DAYCARE

SEE BUILDING KEY PLAN THIS SHEET

D R A W I N G S Y M B O L S

A-9

A-9

000 DOOR NUMBER

WINDOW NUMBER

WALL / PARTITION TYPE

FLOOR / CEILING ASSEMBLY TYPE

EXIT TRAVEL

EXIT DOOR

TYPE ABC FIRE EXTINGUISHER

1-HR FIRE-RATED

2-HR FIRE-RATED

3-HR FIRE-RATED

A

A100

A1.0

1A

FC1

1F.E.

BUILDING SECTION

WALL SECTION

DETAIL NUMBER

SHEET NUMBER

INTERIOR ELEVATION

DETAIL & SHEET NUMBER

EXTERIOR ELEVATION

REVISION CLOUD

REVISION NUMBER

SIGNAGE

A-9

THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS AND SHALL AT ONCE REPORT TO OWNER'S REPRESENTATIVE ANY ERROR, INCONSISTENCY OR OMISSION HE/SHE MAY DISCOVER. CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONSTRUCTION DOCUMENTS, OR WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. THE TERM 'OWNER' HEREIN REFERS TO THE PARTY TO

WHICH THE GENERAL CONTRACTOR HAS CONTRACTED WITH TO PERFORM THE WORK.

THE CONTRACTOR, IMMEDIATELY UPON APPROVAL OF CONSTRUCTION PRICING, SHALL PREPARE AND SUBMIT FOR THE OWNER'S INFORMATION AN ESTIMATED PROGRESS SCHEDULE FOR THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. THE SCHEDULE SHALL BE SUBMITTED WITHIN THREE (3) DAYS OF APPROVAL DATE.

THE CONTRACTOR SHALL MAINTAIN AT THE SITE FOR ARCHITECT, ONE RECORD COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS AND OTHER MODIFICATIONS, IN GOOD ORDER AND MARKED CURRENTLY TO RECORD ALL CHANGES MADE DURING CONSTRUCTION, AND APPROVED SHOP DRAWINGS, PRODUCT DATA AND

SAMPLES.

GENERAL CONTRACTOR TO COORDINATE ALL CONSTRUCTION AND DESIGN DOCUMENTS SUPPLIED BY ARCHITECT, ANY CONSTRUCTION WORK PERTAINING TO HVAC SYSTEMS, FIRE PROTECTION SYSTEMS, SECURITY SYSTEMS, SPECIAL ELECTRICAL REQUIREMENTS, ETC., SHALL BE HANDLED BY OWNER'S SPECIFIC VENDORS.

EACH CONTRACTOR/SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP AND REMOVAL OF DEBRIS AS RELATED TO THEIR TRADE. SPACE SHALL BE LEFT CLEAN AND READY FOR NEXT TRADE. AT FINAL PHASE CONTRACTOR SHALL LEAVE AREA CLEAN FOR OWNER MOVE-IN.

WALL CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL COMPENSATE FOR SUCH WHEN LAYING OUT OR MEASURING

FOR CHALK LINES.

ELECTRICAL OUTLETS ARE DIMENSIONED FROM FACE OF WALL TO CENTERLINE OF LOCATION, UNLESS NOTED OTHERWISE.

UNLESS OTHERWISE PROVIDED IN CONTRACT DOCUMENTS, CONTRACTOR TO PROVIDE AND PAY FOR ALL PERMITS, LABOR, CONSTRUCTION EQUIPMENT AND MACHINERY, TOOLS, TRANSPORTATION AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK. CONTRACTOR TO PAY ALL SALES, CONSUMER, USE AND OTHER SIMILAR TAXES FOR WORK, OR PORTIONS THEREOF PROVIDED BY CONTRACTOR, WHICH ARE LEGAL ENACTED AT TIME OF CONSTRUCTION.

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR TO BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND SHALL COORDINATE ALL PORTIONS OF THE WORK.

CONTRACTOR SHALL BE RESPONSIBLE TO OWNER FOR THE ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH CONTRACTOR.

CONTRACTOR AT ALL TIMES SHALL ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG CONTRACTOR'S EMPLOYEES AND WILL NOT EMPLOY ON THE WORK ANY UNFIT

PERSON OR ANYONE NOT SKILLED IN THE TASK ASSIGNED.

CONTRACTOR WARRANTS TO THE OWNER THAT ALL EQUIPMENT AND MATERIAL FURNISHED UNDER THIS CONTRACT WILL BE NEW, UNLESS OTHERWISE SPECIFIED, AND ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH CONTRACT DOCUMENTS. ALL WORK NOT CONFORMING TO THESE REQUIREMENTS , INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED, MAY BE CONSIDERED DEFECTIVE AND WILL BE REMOVED AND REPLACED AT THE

CONTRACTOR'S EXPENSE.

CONTRACTOR WILL BE PRESUMED TO HAVE INSPECTED AND TO HAVE READ AND TO BE THOROUGHLY FAMILIAR WITH THE CONSTRUCTION DOCUMENTS. FAILURE OR OMISSION OF ANY CONTRACTOR TO EXAMINE ANY FORM, INSTRUMENT OR DOCUMENT SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATION IN RESPECT TO THEIR WORK.

ALL FINISHES, SPECIFIED OR NOT, SHALL BE APPROVED BY OWNER/ARCHITECT FOR SUITABILITY PRIOR TO APPLICATION.

WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE-IN DATE, CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATIVE FOR APPROVAL BY OWNER/ARCHITECT AS WELL AS TO PREPARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES AND/OR FINISHES.

ALL CONSTRUCTION TO BE PER APPLICABLE AND GOVERNING CODES AND AUTHORITIES. THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN THE

DRAWINGS AND GOVERNING CODES PRIOR TO BEGINNING CONSTRUCTION.

ALL PLANS ARE DRAWN TO SCALE AS MUCH AS POSSIBLE BUT ARE NOT INTENDED TO BE, AND SHOULD NOT BE, SCALED.

CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO SUBMISSION OF PROPOSALS AND TO FAMILIARIZE HIM/HERSELF WITH EXISTING CONDITIONS AS WELL AS NATURE AND SCOPE OF WORK. NOTIFY ARCHITECT IN WRITING OF ANY VARIATIONS OR DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR TO VERIFY SIZE, LOCATION AND CHARACTERISTIC OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT AND PREPARE ALL SURFACES ACCORDINGLY.

"TYPICAL" MEANS TYPICAL FOR ALL SIMILAR CONSTRUCTION, UNLESS NOTED OTHERWISE.

ALL GYPSUM BOARD PARTITION AND BULKHEAD RETURNS SHALL HAVE METAL "L" CORNER BEADS THE FULL LENGTH OF THE CORNER.

"ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC., SHALL ALIGN ACROSS VOIDS OR WITH EXISTING WALL.

GENERAL CONTRACTOR TO COORDINATE KEYING SYSTEM WITH OWNER.

ANY ACCESS OR PENETRATION IN SOUND INSULATED PORTION OF WALLS BY PIPES, DUCTS AND OTHER ELEMENTS IN THE PLENUM IS TO BE SEALED OFF TO PREVENT SOUND

TRANSMISSION.

CONTRACTOR IS TO PROVIDE ADDITIONAL ANCHORING AND/OR BLOCKING IN STUD PARTITIONS, AS NECESSARY. CONTRACTOR SHALL FLASH PATCH AREAS WHERE FLOOR IS ROUGH AND CRACKED PRIOR TO INSTALLATION OF FLOORING AND IS TO REMOVE ALL OBSTRUCTIONS AND IS TO PROVIDE AN EVEN FLOOR IN TIME FOR SCHEDULED FLOORING

INSTALLATION.

SLAB IS NOT TO EXCEED 1/8" SLOPE FOR EVERY 10'-0" UNDER ALL MILLWORK.

ALL WALL ANGLES ARE EITHER 90 DEGREES OR 45 DEGREES, UNLESS NOTED OTHERWISE.

ALL REQUIRED FIREPROOFING IS TO BE UL APPROVED.

OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT, EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF

TIME CAUSED THEREBY SHALL BE ADJUSTED AT TIME OF ORDERING SUCH CHANGE.

IF CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE/SHE SHALL GIVE OWNER WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS. IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK, AND THE PROCEDURES SHALL THEN BE PROVIDED FOR IN THE CHANGE IN THE WORK. NO SUCH CLAIM SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL

SETTLEMENT.

OWNER/ARCHITECT WILL CONDUCT A JOB PUNCH LIST WHEN CONSTRUCTION IS SUBSTANTIALLY COMPLETE. CONSTRUCTION IS CONSIDERED TO BE SUBSTANTIALLY COMPLETE WHEN ALL ITEMS SPECIFIED, DRAWN OR DETAILED IN THE CONSTRUCTION DOCUMENTS HAVE BEEN COMPLETED. CONTRACTOR SHALL COMPLETE PUNCH ITEMS WITHIN TWO

(2) BUSINESS WEEKS OF RECEIPT OF PUNCH LIST.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AND PHASES OF THE WORK AS REQUIRED BY FEDERAL, STATE, COUNTY AND MUNICIPAL LAW.

CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT IMMEDIATELY IF THEY CANNOT COMPLY WITH ALL NOTES CALLED FOR ON ALL DOCUMENTS AND DRAWINGS PRIOR TO

CONSTRUCTION.

CONTRACTOR SHALL FURNISH AND INSTALL ANY AND ALL ITEMS REQUIRED TO MEET SAFETY CODES AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL GOVERNING

ORDINANCES, CODES AND REGULATIONS.

CONTRACTOR SHALL FURNISH AND INSTALL ANY AND ALL ITEMS REQUIRED TO MEET ACCESSIBILITY STANDARDS AS REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL

GOVERNING ORDINANCES, CODES AND REGULATIONS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

G E N E R A L N O T E S

ADJUSTABLE

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

ARCHITECT

BELOW FINISH FLOOR

BASEMENT

BOTTOM

BOARD

CONCRETE MASONRY UNIT

CEILING

CONCRETE

CONSTRUCTION

CONTROL JOINT

DOUBLE

DRAWING

DRAWINGS

DOWNSPOUT

DETAIL

EACH

ELECTRICAL CONTRACTOR

ELECTRICAL

ELEVATOR

EQUAL

EQUIVALENT

EXISTING

EXPANSION

EXTERIOR

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FINISH

FLOOR

FOUNDATION

FRAMING

FROM

FIRE RETARDANT TREATED

FOOT / FEET

FOOTING

GENERAL CONTRACTOR

GYPSUM WALLBOARD

GAUGE

GALVANIZED

HEADER

HEIGHT

HORIZONTAL

HEATING/VENTILATION/AIR CONDITIONING

A B B R E V I A T I O N S I.D.

INSUL

INT.

I.J.

JNT.

L.F.

MC

MRB.

MANUF.

MAX.

MECH

MIN.

M.O.

MTL.

N.I.C.

O.C.

PC

PSF

PSI

P.T.

PERIM.

PLMB

RCP

R.O.

RWC

REINF.

REQ'D

RESP.

RET.

RM.

S.F.

S.S.R.

SCH.

STL.

STRUCT

T.O.

T&G

TEMP

TYP.

U.G.

U.N.O.

VWC.

VERT.

W/ W/O W.W.F.

WD

ADJ.

A.F.F.

ALT

ALUM.

ARCH

B.F.F.

BSMT

BOT.

BD

CMU

CLG

CONC.

CONST

C.J.

DBL

DWG

DWGS

DS

DTL

EA

EC

ELEC.

ELEV.

EQ

EQUIV.

(E)/EXIST.

EXPAN.

EXT.

F.E.

F.E.C.

F.F.

FIN.

FLR.

FOUND.

FRMNG,

FR.

FRT

FT.

FTG.

GC

GWB

GA.

GALV.

HDR.

HGT.

HORIZ.

HVAC

INTERIOR DIAMETER

INSULATION

INTERIOR

ISOLATION JOINT

JOINT

LINEAL FOOT

MECHANICAL CONTRACTOR

MOISTURE RESISTANT BOARD

MANUFACTURED

MAXIMUM

MECHANICAL

MINIMUM

MASONRY OPENING

METAL

NOT IN CONTRACT

ON CENTER

PLUMBING CONTRACTOR

PER SQUARE FOOT

PER SQUARE INCH

PRESSURE TREATED

PERIMETER

PLUMBING

REFLECTED CEILING PLAN

ROUGH OPENING

RAIN WATER CONDUCTOR

REINFORCED

REQUIRED

RESPONSIBLE

RETURN

ROOM

SQUARE FEET

STANDING SEAM ROOF

SCHEDULE

STEEL

STRUCTURAL

TOP OF

TONGUE & GROOVE

TEMPORARY

TYPICAL

UNDERGROUND

UNLESS NOTED OTHERWISE

VINYL WALLCOVERING

VERTICAL

WITH

WITHOUT

WELDED WIRE FABRIC

WOOD

SPRINKLERED

LEC

SPRINKLERED

OPEN

COURTYARD

ALT. LEVEL 2

WORK AREA

49,508 SF

NON-SPRINKLERED

ADDITION

LJC 1982

GYM 1914

BTC 1979

SPRINKLERED

TOTAL BUILDING

CONSTRUCTED IN PHASES

APPEARS TO BE UNLIMITED IN

AREA, PARTIALLY-

SPRINKLERED, NO

RECOGNIZABLE RATED FIRE

SEPARATIONS.

I-4 - DAYCARE

SEPARATION OF EXISTING

SPRINKLERED AREAS

B - HIGHER ED

B - HIGHER ED

A-3 - GYM

(SECOND FLR)

TO BE SPRINKLERED

IN FUTURE PROJECT

A-2 - CAFETERIA

UNRATED

BUILDING

SEPARATION

LIMIT OF SECOND

FLOOR ABOVE

LIMIT OF SECOND

FLOOR ABOVE

NON-SPRINKLERED

B - HIGHER ED

B - HIGHER ED

(SECOND FLR)

B - HIGHER ED

SPRINKLERED

SPRINKLERED

(E) TWO-STORY

(E ) T

W O-

ST

OR

Y

SPRINKLERED

NON-SPRINKLERED

ONE-STORY + MEZZANINE

ON

E-

ST

OR

Y

M

EZ

ZA

N

IN

E

NON-LOAD BEARING CONCRETE MASONRY

CMU, REINF. W/ #4 @ 48" OC

DOWEL BARS INTO (E) 6" SLAB, EMBED 3"

IN HILTI HIT-HY 200 ADHESIVE OR EQ.

WALL EXTENDS TO B.O. OF MEZZANINE

5/

8"

NON-RATED, NON-LOAD BEARING PARTITION

2 x 6" WOOD STUDS @ 16" OC

WALL EXTENDS TO B.O. ROOF STRUCTURE

NON-RATED, NON-LOAD BEARING PARTITION

2 x 4" WOOD STUDS @ 16" OC

WALL EXTENDS TO B.O. ROOF STRUCTURE

1/

2"

1/ 2"

3 2 1456

A

These Drawings and Specifications as instruments of service are, and shall remain, the property of BRIX

Design Group, LLC whether the project for which they are made is executed or not. All rights reserved.

Any other use requires the express written authorization of the Architect.

PROJECT NUMBER:

STAMP

REVISIONS

ISSUE DATE

50%+ CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS

PERMIT SET

2025/05/21 2025/06/04 2025/08/05

DESCRIPTION DATE

3 2 1456

B

C

D

E

A

B

C

D

E

215 EAST 3RD STREET, WILLIAMSPORT, PA 17701

WWW.BRIXDG.COM

A-001

BUILDING TECHNOLOGIES CENTER

HVAC & PLUMBING LAB

IMPROVEMENTS

COVER

4000-005

2025-08-05

O N E C O L L E G E A V E N U E W I L L I A M S P O R T , P A 1 7 7 0 1

PERMIT SET

1071 Edgar Street, Suite A York, PA 17403 717.793.3997 www.proveng.com

D R A W I N G I N D E X

V I C I N I T Y M A P

PENNSYLVANIA COLLEGE OF TECHNOLOGY

MAIN CAMPUS

ONE COLLEGE AVENUE

WILLIAMSPORT, PA 17701

BUILDING TECHNOLOGIES

CENTER

P E N N S Y L V A N I A C O L L E G E O F T E C H N O L O G Y

BUILDING TECHNOLOGIES CENTER

HVAC & PLUMBING LAB IMPROVEMENTS

O N E C O L L E G E A V E N U E W I L L I A M S P O R T , P A 1 7 7 0 1 P R O J E C T S U M M A R Y

419 Market Street Lewisburg, PA 17837

570.935.0129 www.proveng.com

1" = 100'-0"1 BUILDING KEY PLAN

PERMIT SET

AUGUST 5, 2025

IBC TABLE 506.2 ALLOWABLE AREA

IBC 508.4.3, IBC TABLE 504.4 ALLOWABLE STORIES

IBC TABLE 504.3 ALLOWABLE BUILDING HEIGHT

REQUIREMENT GROUP MAX ALLOWED ACTUAL

IBC 903 SPRINKLERS PARTIALLY SPRINKLERED

IBC 508.4 OCCUPANCY CLASSIFICATION MIXED-USE

REFERENCE TYPE OF CONSTRUCTION II B IBC 602.3

G E N E R A L B U I L D I N G I N F O R M A T I O N

NORTH-FACING ASSEMBLIES U-0.51 U-0.38 MIN

VERTICAL FENESTRATION (SHGC)

SOUTH-FACING ASSEMBLIES U-0.38 U-0.38 MIN

STOREFRONT GLAZING U-0.38 U-0.38 MIN

IECC TABLE C402.4

VERTICAL FENESTRATION (U-FACTOR)

FIXED FENESTRATION U-0.38 U-0.38 MIN

REFERENCE COMPONENT MIN REQUIRED TOTAL PROVIDED

IECC TABLE... CLIMATE ZONE: 5A LYCOMING

E N E R G Y R E Q U I R E M E N T S

2009 ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2010 AMERICANS WITH DISABILITIES ACT (ADA)

2014 NATIONAL ELECTRICAL CODE

2018 INTERNATIONAL PLUMBING CODE (IPC)

2018 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

THE PROJECT SHALL BE IN COMPLIANCE WITH THE MOST RECENT VERSION OF THE FOLLOWING CODES:

P R O J E C T C O D E I N F O R M A T I O N

ROOF CONSTRUCTION 0

FLOOR CONSTRUCTION 0

INTERIOR NONBEARING WALLS AND PARTITIONS 0

EXTERIOR NONBEARING WALLS AND PARTITIONS 0

INTERIOR BEARING WALLS 0

EXTERIOR BEARING WALLS (ROOF SUPPORT ONLY) 0

IBC TABLE 601

PRIMARY STRUCTURAL FRAME 0

REFERENCE BUILDING ELEMENT RATING (HOURS)

F I R E - R E S I S T A N C E R A T I N G R E Q U I R E M E N T S

ARCHITECTURAL COVER

A-001 COVER

A-002 LIFE SAFETY PLANS

A-003 ARCHITECTURAL SPECIFICATIONS AND SCHEDULE OF ALTERNATES

ARCHITECTURAL

A-101 DEMOLITION PLANS

A-102 PROPOSED FLOOR PLANS

A-103 ROOF PLAN

A-104 REFLECTED CEILING PLANS

A-105 ENLARGED PLANS AND DETAILS

A-106 SCHEDULES AND WINDOW TYPES

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S101 FOUNDATION PLAN

S201 ROOF FRAMING PLAN

MECHANICAL - COVER

M001 MECHANICAL LEGENDS, SCHEDULES, AND ABBREVIATIONS

M002 MECHANICAL SPECIFICATIONS AND DETAILS

M003 PRELIMINARY MECHANICAL AUTOMATIC TEMPERATURE CONTROLS

MECHANICAL - DEMOLITION

MD101 DEMOLITION PLANS - MECHANICAL

MECHANICAL

M101 FLOOR PLANS - MECHANICAL

FIRE PROTECTION

FP100 OVERALL FIRST FLOOR PLAN - FIRE PROTECTION

ELECTRICAL - COVER

E001 ELECTRICAL LEGENDS, SCHEDULES, AND ABBREVIATIONS

E002 ELECTRICAL SCHEDULES

E003 ELECTRICAL SPECIFICATIONS

E004 ELECTRICAL SPECIFICATIONS

E005 ELECTRICAL SPECIFICATIONS

ELECTRICAL - DEMOLITION

ED101 DEMOLITION PLAN - LOWER LEVEL LIGHTING

ED102 DEMOLITION PLAN - UPPER LEVEL LIGHTING

ED201 DEMOLITION PLAN - LOWER LEVEL POWER

ED202 DEMOLITION PLAN - UPPER LEVEL POWER

ELECTRICAL

E101 FLOOR PLAN - LOWER LEVEL LIGHTING

E102 FLOOR PLAN - UPPER LEVEL LIGHTING

E201 FLOOR PLAN - LOWER LEVEL POWER

E202 FLOOR PLAN - UPPER LEVEL POWER

E301 BUILDING PLAN

1" = 1'-0"2 INTERIOR PARTITION TYPES

# DESCRIPTION DATE

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

03/12/2026

LARSON DESIGN GROUP

1000 COMMERCE PARK DRIVE, SUITE 201

WILLIAMSPORT, PA 17701

CHELSEA RAWSON, RA, NCARB

570.323.6603 (o)

570.244.2140 (m)

CRAWSON@LARSONDESIGNGROUP.COM

brt10 Text Box

S202 STAIR FRAMING PLAN AND DETAILS

brt10 Text Box

S201 ROOF FRAMING PLAN AND DETAILS

brt10 Text Box

AND DETAILS

brt10 Rectangle brt10 Text Box

NOT USED

brt10 Text Box

PANEL SCHEDULES

brt10 Text Box

PANEL SCHEDULES

brt10 Text Box

FIRST FLOOR LIGHTING

brt10 Text Box

MEZZANINE LIGHTING

brt10 Text Box

FIRST FLOOR POWER

brt10 Text Box

MEZZANINE POWER

brt10 Text Box

FIRST FLOOR LIGHTING

brt10 Text Box

MEZZANINE LIGHTING

brt10 Text Box

FIRST FLOOR POWER

brt10 Text Box

MEZZANINE POWER

brt10 Text Box

OVERALL BUILDING PLAN

brt10 Text Box

MECHANICAL AUTOMATIC TEMPERATURE CONTROLS

brt10 Text Box

LEGENDS, SCHEDULES, AND ABBREVIATIONS

UP

UP

UP

UPUP

DN

DNDN

DN

DN

(e)8 (e)9 (e)10 (e)11 (e)12 (e)13 (e)14

PLMB LABPLMB LAB

115115

TOOL ROOMTOOL ROOM

115A115A

(e)C

(e)B

(e)D

(e)E

(e)F

(e)E.5

MEZZANINE

ABOVE

NOT IN SCOPE

NOT IN SCOPE

MEZZANINE

ABOVE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN

SCOPE

NOT IN

SCOPE

NOT IN

SCOPE

TRAVEL DISTANCE = 102'

MAX ALLOWABLE = 300'

35' - 6" 10

26' - 0"

TR

AV

EL

D

IS

TA

N

CE

4' M

AX

A

LL

OW

AB

LE

EXIT 115

68 0.2 14" 72"

4' - 6"

F.E.

TRAVEL DISTANCE = 93'

MAX ALLOWABLE = 300'

ITIT

131A131A OFFICEOFFICE

131B131B

CLASSROOMCLASSROOM

133133

CLASSROOMCLASSROOM

135135

WOMENWOMEN

W8W8

MENMEN

M9M9

ELEC. SUPPLYELEC. SUPPLY

139139

NOT IN

SCOPE

NOT IN SCOPE

JAN.JAN.

142142

7' - 6"

3'

0"

EXIT 137A

68 0.2 14" 72"

EXIT 137B

68 0.2 14" 36"

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

CORRIDORCORRIDOR

C102AC102A

CORRIDORCORRIDOR

C102C102

F.E.

F.E.

27' - 0"

PL-17PL-15PL-13PL-11PL-9PL-7PL-5PL-3PL-1

PL-18PL-16PL-14PL-12

PL

-1

PL-8PL-6PL-4PL-2

PL-20PL-22PL-24PL-26PL-28PL-30PL-32PL-34PL-36

PL-19PL-21PL-23PL-25PL-27PL-29PL-31PL-33PL-35

H-6H-7H-8H-9H-10

H-1 H-2 H-3 H-4 H-5H-0

H-15H-14H-13H-12H-11

H-20 H-19 H-18 H-17 H-16

HVAC LABHVAC LAB

137137

EMERGENCY

STOP

EMERGENCY

STOP

EMERGENCY

STOP

EMERGENCY STOP

EMERGENCY

STOP

EMERGENCY

STOP

H-28H-27H-26H-25H-24H-23H-22H-21

SEE CONTINUATION -

LIFE SAFETY

MEZZANINE PLAN

UP

RESIDENTIALRESIDENTIAL

PLUMBING LABPLUMBING LAB

PL1-PL36 (1ST)PL1-PL36 (1ST)

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H16-H20 (1ST)H16-H20 (1ST)

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H6-H15 (1ST)H6-H15 (1ST)ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H0-H5 (1ST)H0-H5 (1ST)

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H21-H28 (1ST)H21-H28 (1ST)

CLASSROOMCLASSROOM

141141

ALTERNATE #1

W

AL

K-

TH

RU

/2

10' - 0"

7' - 6"

SEE CONTINUATION - LIFE

SAFETY MEZZANINE PLAN

24' - 0"6'

6"

3' - 0"

SEE CONTINUATION - LIFE

SAFETY MEZZANINE PLAN

4'

9"

9' - 0"

9'

6"

4'

0"

22' - 6"

SEE CONTINUATION - LIFE SAFETY

MEZZANINE PLAN

ADAPTABLE

ADAPTABLE

(e)9 (e)10 (e)11 (e)12 (e)13

(e)C

(e)B

(e)D

(e)E

(e)F

(e)E.5

4089 SF4089 SF

MEZZANINEMEZZANINE

M1M1

H-28H-27H-26H-25H-24H-23H-22H-21

H-29 H-31 H-32 H-33

TRAVEL DISTANCE = 100'

MAX ALLOWABLE = 300'

26' - 0"

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H0-H5 (2ND)H0-H5 (2ND)

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H6-H15 (2ND)H6-H15 (2ND)

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H16-H20 (2ND)H16-H20 (2ND)

H-30

PL-17PL-15PL-13PL-11PL-9PL-7PL-5PL-3PL-1

PL-18PL-16PL-14PL-12PL-10PL-8PL-6PL-4PL-2

PL-20PL-22PL-24PL-26PL-28PL-30PL-32PL-34PL-36

PL-19PL-21PL-23PL-25PL-27PL-29PL-31PL-33PL-35

H-6H-7H-8H-9

H-10

H-1 H-2 H-3 H-4 H-5H-0

H-15H-14H-13H-12H-11

H-20 H-19 H-18 H-17 H-16

SEE CONTINUATION - LIFE SAFETY

FIRST FLOOR PLAN

RAMP

UP

DN

RESIDENTIALRESIDENTIAL

PLUMBING LABPLUMBING LAB

PL1-PL36 (2ND)PL1-PL36 (2ND)

ALTERNATE #1

UP

6 1/4" STEP

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H21-H33 (2ND)H21-H33 (2ND)

UP

13" STEP

6'

0"

29' - 0"

9'

6"

8' - 2"

SEE CONTINUATION -

LIFE SAFETY FIRST

FLOOR PLAN

TRAVEL DISTANCE = 135'

MAX ALLOWABLE = 300'

TRAVEL DISTANCE = 104'

MAX ALLOWABLE = 300'

TRAVEL DISTANCE = 77'-6"

MAX ALLOWABLE = 300'

5' - 6"

6'

6"

18' - 0"

7'

6"

SEE CONTINUATION -

LIFE SAFETY FIRST

FLOOR PLAN

8' - 6"

9'

6"

20' - 0"

6'

0"

SEE CONTINUATION -

LIFE SAFETY FIRST

FLOOR PLAN

EXIT "X"

50 0.2 10" 36"

EXIT DOOR OCCUPANT LOAD CALCULATION

WIDTH PER OCCUPANT

LOAD FACTOR

CLEAR OPENING WIDTH

(FACE OF DOOR AND STOP)

MAXIMUM CAPACITY

OCCUPANT LOAD

ATTRIBUTED TO EXIT

MIN. CALCULATED

OPENING WIDTH

LIFE SAFETY NOTES:

GC TO FURNISH & INSTALL NEW FIRE EXTINGUISHERS AS REQ'D BY CODE.

EXISTING LOCATIONS SHOWN. FINAL LOCATION, MOUNTING HEIGHT, AND

QUANTITY BY FIRE INSPECTOR.

3 2 1456

A

These Drawings and Specifications as instruments of service are, and shall remain, the property of BRIX

Design Group, LLC whether the project for which they are made is executed or not. All rights reserved.

Any other use requires the express written authorization of the Architect.

PROJECT NUMBER:

STAMP

REVISIONS

ISSUE DATE

50%+ CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS

PERMIT SET

2025/05/21 2025/06/04 2025/08/05

DESCRIPTION DATE

3 2 1456

B

C

D

E

A

B

C

D

E

215 EAST 3RD STREET, WILLIAMSPORT, PA 17701

WWW.BRIXDG.COM

A-002

BUILDING TECHNOLOGIES CENTER

HVAC & PLUMBING LAB

IMPROVEMENTS

LIFE SAFETY PLANS

4000-005

2025-08-05

O N E C O L L E G E A V E N U E W I L L I A M S P O R T , P A 1 7 7 0 1

PERMIT SET

1/8" = 1'-0"1 LIFE SAFETY - FIRST FLOOR

OCCUPANCY INFORMATION (IBC TABLE 1004.5)

FUNCTION OF SPACE ROOM NUMBER ROOM NAME ROOM AREA

OCCUPANT LOAD

FACTOR

* OCCUPANCY

CALCULATION

VOCATIONAL 115 PLMB LAB 3348 SF 50 NET 0

ACCESSORY STORAGE AREA 115A TOOL ROOM 531 SF 300 GROSS 2

BUSINESS 131B OFFICE 219 SF 150 GROSS 2

VOCATIONAL 137 HVAC LAB 4329 SF 50 NET 0

ACCESSORY STORAGE AREA 139 ELEC. SUPPLY 301 SF 300 GROSS 1

VOCATIONAL H0-H5 (1ST) ADVANCED HYDRONIC LAB 507 SF 50 NET 0

VOCATIONAL H0-H5 (2ND) ADVANCED HYDRONIC LAB 522 SF 50 NET 15

VOCATIONAL H6-H15 (1ST) ADVANCED HYDRONIC LAB 889 SF 50 NET 0

VOCATIONAL H6-H15 (2ND) ADVANCED HYDRONIC LAB 11504 SF 50 NET 30

VOCATIONAL H16-H20 (1ST) ADVANCED HYDRONIC LAB 462 SF 50 NET 0

VOCATIONAL H16-H20 (2ND) ADVANCED HYDRONIC LAB 487 SF 50 NET 15

VOCATIONAL H21-H28 (1ST) ADVANCED HYDRONIC LAB 454 SF 50 NET 0

VOCATIONAL H21-H33 (2ND) ADVANCED HYDRONIC LAB 1154 SF 50 NET 17

ACCESSORY STORAGE AREA M1 MEZZANINE 4089 SF 300 GROSS 14

VOCATIONAL PL1-PL36 (1ST) RESIDENTIAL PLUMBING LAB 2518 SF 50 NET 0

VOCATIONAL PL1-PL36 (2ND) RESIDENTIAL PLUMBING LAB 3259 SF 50 NET 108

1/8" = 1'-0"2 LIFE SAFETY - MEZZANINE

1071 Edgar Street, Suite A York, PA 17403 717.793.3997 www.proveng.com

419 Market Street Lewisburg, PA 17837

570.935.0129 www.proveng.com

* TABULATED BASED ON ACTUAL # OF STUDENTS

# DESCRIPTION DATE

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

03/12/2026

3 2 1456

A

These Drawings and Specifications as instruments of service are, and shall remain, the property of BRIX

Design Group, LLC whether the project for which they are made is executed or not. All rights reserved.

Any other use requires the express written authorization of the Architect.

PROJECT NUMBER:

STAMP

REVISIONS

ISSUE DATE

50%+ CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS

PERMIT SET

2025/05/21 2025/06/04 2025/08/05

DESCRIPTION DATE

3 2 1456

B

C

D

E

A

B

C

D

E

215 EAST 3RD STREET, WILLIAMSPORT, PA 17701

WWW.BRIXDG.COM

A-003

BUILDING TECHNOLOGIES CENTER

HVAC & PLUMBING LAB

IMPROVEMENTS

ARCHITECTURAL SPECIFICATIONS AND

SCHEDULE OF ALTERNATES

4000-005

2025-08-05

O N E C O L L E G E A V E N U E W I L L I A M S P O R T , P A 1 7 7 0 1

PERMIT SET

1071 Edgar Street, Suite A York, PA 17403 717.793.3997 www.proveng.com

419 Market Street Lewisburg, PA 17837

570.935.0129 www.proveng.com

SECTION 02 41 19 – SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A.SECTION INCLUDES:

1.DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE.

1.2 DESCRIPTION OF WORK

1.DEMOLITION AND REMOVAL OF BUILDINGS AND STRUCTURES AND AS REQUIRED FOR NEW WORK. REFER TO THE DRAWINGS FOR

ADDITIONAL REQUIREMENTS.

2.DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS AND AS REQUIRED FOR NEW WORK. REFER TO THE DRAWINGS FOR

ADDITIONAL REQUIREMENTS.

3.SALVAGE OF EXISTING ITEMS TO BE REUSED OR TURNED OVER TO THE FACILITY.

4.REMOVAL AND LEGAL DISPOSAL OF DEMOLISHED MATERIALS OFF SITE. EXCEPT THOSE ITEMS SPECIFICALLY DESIGNATED TO BE RELOCATED, REUSED, OR TURNED OVER TO THE FACILITY, ALL EXISTING REMOVED MATERIALS, ITEMS, TRASH AND DEBRIS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE SITE AND LEGALLY DISPOSED OF AT HER/HIS EXPENSE. SALVAGE VALUE BELONGS TO THE CONTRACTOR. ON-SITE SALE OF MATERIALS IS NOT PERMITTED.

5.DEMOLITION AND REMOVAL WORK SHALL PROPERLY PREPARE FOR ALTERATION WORK AND NEW CONSTRUCTION TO BE PROVIDED

UNDER THE CONTRACT.

6.FILE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND LICENSES, AND PAY ALL GOVERNMENTAL TAXES, FEES, AND OTHER COSTS IN CONNECTION WITH THE WORK. OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING

JURISDICTION.

7.THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT OR OWNER, SHALL TAKE PHOTOGRAPHS OR RECORD A VIDEO TAPE OF EXISTING CONDITIONS ADJACENT TO THE SITE, INCLUDING SIDEWALKS, CURBING, UTILITY STRUCTURES, LIGHT POLES, AND OTHER

FEATURES.

8.REMOVAL AND RECYCLING/DISPOSAL OF DEMOLISHED MATERIALS ARE AT THE CONTRACTOR’S EXPENSE. EXCEPT FOR THOSE ITEMS SPECIFICALLY DESIGNATED TO BE TURNED OVER TO THE OWNER, ALL EXISTING REMOVED MATERIALS, ITEMS, TRASH, AND DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE SITE AND LEGALLY DISPOSED, RECYCLED, AND SALVAGED AT THE CONTRACTOR’S EXPENSE. ONSITE SALE OF MATERIAL IS NOT PERMITTED.

9.PROTECTION OF SITE STRUCTURES AND FEATURES THAT ARE DESIGNATED TO REMAIN.

10. REFER TO PROJECT REQUIREMENTS ON DRAWINGS FOR SELECTIVE DEMOLITION. COORDINATE ACTIVITIES TO PREVENT DAMAGE

TO ADJACENT PROPERTIES DURING SELECTIVE DEMOLITION.

1.3 MATERIALS OWNERSHIP

A.UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES PROPERTY OF CONTRACTOR.

1.4 PREINSTALLATION MEETINGS

A.PRE-DEMOLITION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE.

1.5 FIELD CONDITIONS

A.OWNER WILL OCCUPY PORTIONS OF THE BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. CONDUCT SELECTIVE

DEMOLITION SO OWNER'S OPERATIONS WILL NOT BE DISRUPTED.

B.CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS FAR AS PRACTICAL.

C.NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH SELECTIVE

DEMOLITION.

D.HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK.

1.IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER.

HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT.

E.STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT PERMITTED.

F. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING

SELECTIVE DEMOLITION OPERATIONS.

1.MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS.

G.ARRANGE SELECTIVE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH OWNER'S OPERATIONS.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 EXAMINATION

A.VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A.EXISTING SERVICES/SYSTEMS TO REMAIN: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST

DAMAGE.

B.EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED, OR ABANDONED: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED.

1.ARRANGE TO SHUT OFF UTILITIES WITH UTILITY COMPANIES.

2.IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF

BUILDING.

3.DISCONNECT, DEMOLISH, AND REMOVE FIRE-SUPPRESSION SYSTEMS, PLUMBING, AND HVAC SYSTEMS, EQUIPMENT, AND

COMPONENTS INDICATED ON DRAWINGS TO BE REMOVED.

a.PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE REMOVED AND CAP OR PLUG REMAINING PIPING WITH

SAME OR COMPATIBLE PIPING MATERIAL.

b.PIPING TO BE ABANDONED IN PLACE: DRAIN PIPING AND CAP OR PLUG PIPING WITH SAME OR COMPATIBLE PIPING MATERIAL

AND LEAVE IN PLACE.

c. EQUIPMENT TO BE REMOVED: DISCONNECT AND CAP SERVICES AND REMOVE EQUIPMENT.

d.EQUIPMENT TO BE REMOVED AND REINSTALLED: DISCONNECT AND CAP SERVICES AND REMOVE, CLEAN, AND STORE EQUIPMENT; WHEN APPROPRIATE, REINSTALL, RECONNECT, AND MAKE EQUIPMENT OPERATIONAL.

e. EQUIPMENT TO BE REMOVED AND SALVAGED: DISCONNECT AND CAP SERVICES AND REMOVE EQUIPMENT AND DELIVER TO

OWNER.

f. DUCTS TO BE REMOVED: REMOVE PORTION OF DUCTS INDICATED TO BE REMOVED AND PLUG REMAINING DUCTS WITH SAME OR

COMPATIBLE DUCTWORK MATERIAL.

3.3 PROTECTION

A.TEMPORARY PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE

AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN.

B.REMOVE TEMPORARY BARRICADES AND PROTECTIONS WHERE HAZARDS NO LONGER EXIST.

3.4 SELECTIVE DEMOLITION

A.GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS

FOLLOWS:

1.PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL. COMPLETE SELECTIVE DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL.

2.NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS THAT ARE THE LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN.

3.CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED

SURFACES.

4.DO NOT USE CUTTING TORCHES UNTIL THE WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS.

5.MAINTAIN FIRE WATCH DURING AND FOR AT LEAST 1 HOUR AFTER FLAME-CUTTING OPERATIONS.

6.MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.

7.REMOVE DECAYED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-

SITE.

8.REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER TO GROUND BY METHOD SUITABLE TO AVOID FREE FALL AND TO PREVENT

GROUND IMPACT OR DUST GENERATION.

9.LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON

SUPPORTING WALLS, FLOORS, OR FRAMING.

10. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY.

B.SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

PART 3 - EXECUTION

3.1 EXAMINATION

A. EXAMINE AREAS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND

OTHER CONDITIONS AFFECTING THE PERFORMANCE OF THE WORK.

B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

3.2 INSTALLATION

A. COMPLY WITH MANUFACTURER’S WRITTEN INSTRUCTIONS.

B. METAL PROTECTION:

1. WHERE ALUMINUM WILL CONTACT DISSIMILAR METALS, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT

SURFACES WITH PRIMER OR BY APPLYING SEALANT OR TAPE OR INSTALLING NONCONDUCTIVE SPACER AS RECOMMENDED

BY MANUFACTURER FOR THIS PURPOSE.

2. WHERE ALUMINUM WILL CONTACT CONCRETE OR MASONRY, PROTECT AGAINST CORROSION BY PAINTING CONTACT

SURFACES WITH BITUMINOUS PAINT.

3.3 PROTECTION

A. PROTECT INSTALLED STOREFRONT FROM DAMAGE THROUGHOUT THE REST OF THE CONSTRUCTION PERIOD. COMPLY WITH

MANUFACTURER'S RECOMMENDATIONS FOR PROTECTION OF EXPOSED METAL FINISHES AND GLASS SURFACES.

END OF SECTION

SECTION 08 80 00 – GLAZING

PART 1 GENERAL

1.1 SUMMARY

A. PROVIDE GLASS AND GLAZING.

1.2 QUALITY ASSURANCE

A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE

BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND

STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

B. GLAZING PUBLICATIONS:

1. IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, 'GLAZING GUIDELINES FOR SEALED INSULATING GLASS

UNITS.'

1.3 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.

B. SAMPLES: FOR EACH TYPE OF GLASS PRODUCT.

C. WARRANTIES: SAMPLE OF SPECIAL WARRANTIES.

PART 2 PRODUCTS

2.1 MATERIALS

A. HIGH-PERFORMANCE INSULATING-GLASS UNITS:

1. BASIS-OF-DESIGN MANUFACTURER: VITRO ARCHITECTURAL GLASS (FORMERLY PPG GLASS).

a. OR APPROVED EQUAL.

2. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS PROVIDE:

a. SOLARBAN 60 SOLAR CONTROL LOW-E (2) SOLARGRAY + CLEAR GLASS, OR COMPARABLE PRODUCT.

3. FACTORY-ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A DEHYDRATED INTERSPACE, QUALIFIED ACCORDING TO ASTM E 2190, AND COMPLYING WITH OTHER SPECIFIED REQUIREMENTS, TEMPERED AT

LOCATIONS AS REQUIRED BY CODE.

a. LOW-E COATING.

b. SEALING SYSTEM: DUAL SEAL, WITH POLYISOBUTYLENE AND SILICONE PRIMARY AND SECONDARY.

c. SPACER: WARM EDGE TYPE.

d. SPACER FABRICATION: FABRICATE SPACERS BY BENDING AT CORNERS, WITH JOINT AT CENTER POINT OF SIDE OF

INSULATING GLASS UNIT. SPACER UNITS FORMED USING SEPARATE CORNER CONNECTOR KEYS ARE NOT ACCEPTABLE.

4. GLAZING SEALANT: NEUTRAL-CURING SILICONE GLAZING SEALANT COMPLYING WITH ASTM C 920, TYPE S, GRADE NS, CLASS 50, USE NT.

END OF SECTION

SECTION 09 91 23 – INTERIOR PAINTING

PART 1 GENERAL

1.1 SUMMARY

A. PROVIDE PAINTING AND SURFACE PREPARATION.

1.2 QUALITY ASSURANCE

A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE

BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

B. REGULATIONS: COMPLIANCE WITH VOC AND ENVIRONMENTAL REGULATIONS, WHERE REQUIRED.

1.3 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.

B. SAMPLES: FOR EACH TYPE OF TOPCOAT PRODUCT.

PART 2 PRODUCTS

2.1 MATERIALS

A. PAINTING:

1. MANUFACTURERS:

a. SHERWIN-WILLIAMS COMPANY (THE).

2. APPLICATION:

a. INTERIOR UNFINISHED SURFACES.

b. REPAINTING OF EXISTING SURFACES.

c. EXPOSED MECHANICAL AND ELECTRICAL ITEMS.

B. MATERIALS FOR USE WITHIN EACH PAINT SYSTEM SHALL BE COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES INDICATED, UNDER CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND FIELD

EXPERIENCE.

C. PRODUCT: AS INDICATED IN FINISH SCHEDULE ON DRAWINGS.

D. COLORS: AS INDICATED IN FINISH SCHEDULE ON DRAWINGS.

PART 3 EXECUTION

3.1 PREPARATION

A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS APPLICABLE TO SUBSTRATES AND PAINT

SYSTEMS INDICATED.

B. REMOVE HARDWARE, COVERS, PLATES, AND SIMILAR ITEMS ALREADY IN PLACE THAT ARE REMOVABLE AND ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF ITEM, PROVIDE SURFACE-APPLIED

PROTECTION BEFORE SURFACE PREPARATION AND PAINTING.

C. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS, INCLUDING DUST, DIRT, OIL, GREASE, AND

INCOMPATIBLE PAINTS AND ENCAPSULANTS.

3.2 INSTALLATION

A. APPLY PAINTS ACCORDING TO MANUFACTURER’S WRITTEN INSTRUCTIONS.

B. IN FINISHED AREAS, FINISH PIPES, DUCTS, CONDUIT, AND EQUIPMENT IN THE SAME COLOR AS THE WALL/CEILING ON WHICH

THEY ARE MOUNTED.

C. PROTECT WORK OF OTHER TRADES AGAINST DAMAGE FROM PAINT APPLICATION. CORRECT DAMAGE TO WORK OF OTHER TRADES BY CLEANING, REPAIRING, REPLACING, AND REFINISHING, AS APPROVED BY ARCHITECT, AND LEAVE IN AN

UNDAMAGED CONDITION.

END OF SECTION

B.SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A.REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF THEM IN AN EPA-APPROVED CONSTRUCTION AND

DEMOLITION WASTE LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

1.DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.

2.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

3.REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT WILL CONVEY DEBRIS TO

GRADE LEVEL IN A CONTROLLED DESCENT.

3.6 CLEANING

A.REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE.

1.DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.

2.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

3.REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT WILL CONVEY DEBRIS TO

GRADE LEVEL IN A CONTROLLED DESCENT.

B.BURNING: DO NOT BURN DEMOLISHED MATERIALS.

C.CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS.

RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.

END OF SECTION

SECTION 04 20 00 – UNIT MASONRY

PART 1 -GENERAL

1.1 SUMMARY

A. PROVIDE UNIT MASONRY CONSTRUCTION.

1.2 QUALITY ASSURANCE

A. FIRE PERFORMANCE FOR FIRE-RATED BRICK AND CONCRETE BLOCK ASSEMBLIES: ASTM E 119.

B. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND

STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

PART 2 - PRODUCTS

2.1 MATERIALS

A. CONCRETE MASONRY UNITS:

1. APPLICATION: CONCRETE MASONRY NON-BEARING PARTITIONS.

2. CONCRETE MASONRY UNITS: ASTM C 129.

3. SIZE: FACE DIMENSION OF 7-5/8 INCHES HIGH BY 15-5/8 INCHES LONG BY WIDTH REQUIRED FOR APPLICATION.

4. FINISH: STANDARD AGGREGATE, STANDARD FINISH.

5. SPECIAL SHAPES: AS REQUIRED BY BUILDING CONFIGURATION.

6. BOND PATTERN: RUNNING BOND.

7. INTEGRAL WATER REPELLENT: LIQUID POLYMERIC ADMIXTURE.

B. MORTAR AND GROUT FOR BRICK AND CONCRETE MASONRY UNIT ASSEMBLIES:

1. MORTAR MIX: ASTM C 270, TYPE N, FOR ABOVE-GRADE LOADBEARING AND NONLOADBEARING WALLS AND FOR INTERIOR

LOADBEARING AND NONLOADBEARING PARTITIONS.

2. MORTAR MATERIALS: PORTLAND CEMENT, ASTM C 150, TYPE I OR II.

3. MORTAR MATERIALS: MASONRY CEMENT, ASTM C 91.

4. MORTAR MATERIALS: READY MIXED, ASTM C 207, TYPE S.

5. MORTAR AGGREGATE: NATURAL COLOR, ASTM C 144.

6. GROUT AGGREGATE: ASTM C 404.

7. HYDRATED LIME: ASTM C 207, TYPE S.

8. COLOR: NATURAL COLOR.

C. REINFORCING STEEL:

1. REINFORCING BARS: ASTM A 615, AND ASTM A 775, GRADE 60 EPOXY-COATED.

D. REINFORCING: WELDED WIRE WITH DEFORMED SIDE RODS.

1. STEEL WIRE: 9 GAUGE (.1875 INCH) GALVANIZED STEEL.

2. TYPE: LADDER OR TRUSS TYPE.

E. TIES AND ANCHORS:

1. BENT WIRE TIES: GALVANIZED STEEL.

2. RIGID ANCHORS: GALVANIZED STEEL STRAPS.

3. ANCHOR BOLTS: ASTM A 307, GRADE A, GALVANIZED.

4. POST-INSTALLED ANCHORS: CHEMICAL OR EXPANSION ANCHORS.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. USE FULL-SIZE UNITS WITHOUT CUTTING IF POSSIBLE. IF CUTTING IS REQUIRED TO PROVIDE A CONTINUOUS PATTERN OR TO FIT

ADJOINING CONSTRUCTION, CUT UNITS WITH MOTOR-DRIVEN SAWS; PROVIDE CLEAN, SHARP, UNCHIPPED EDGES. ALLOW UNITS TO DRY BEFORE LAYING UNLESS WETTING OF UNITS IS SPECIFIED. INSTALL CUT UNITS WITH CUT SURFACES AND, WHERE POSSIBLE, CUT EDGES CONCEALED.

3.2 TOLERANCES

A. LINES AND LEVELS:

1. FOR CONSPICUOUS HORIZONTAL LINES, DO NOT VARY FROM LEVEL BY MORE THAN 1/8 INCH IN 10 FT., 1/4 INCH IN 20 FT., OR

1/2-INCH MAXIMUM.

2. FOR CONSPICUOUS VERTICAL LINES, DO NOT VARY FROM PLUMB BY MORE THAN 1/8 INCH IN 10 FT., 1/4 INCH IN 20 FT., OR 1/2-

INCH MAXIMUM.

3. FOR LINES AND SURFACES, DO NOT VARY FROM STRAIGHT BY MORE THAN 1/4 INCH IN 10 FT., 3/8 INCH IN 20 FT., OR 1/2-INCH

MAXIMUM.

B. JOINTS:

1. FOR BED JOINTS, DO NOT VARY FROM THICKNESS INDICATED BY MORE THAN PLUS OR MINUS 1/8 INCH, WITH A MAXIMUM

THICKNESS LIMITED TO 1/2 INCH.

2. FOR HEAD AND COLLAR JOINTS DO NOT VARY FROM THICKNESS INDICATED BY MORE THAN PLUS 3/8 INCH OR MINUS 1/4 INCH.

3. FOR EXPOSED HEAD JOINTS, DO NOT VARY FROM THICKNESS INDICATED BY MORE THAN PLUS OR MINUS 1/8 INCH. DO NOT

VARY FROM ADJACENT BED-JOINT AND HEAD-JOINT THICKNESSES BY MORE THAN 1/8 INCH.

END OF SECTION

SECTION 08 41 13 – EXTERIOR ALUMINUM-FRAMED STOREFRONTS (CONFIRM SYSTEM W/OWNER - MATCH BEW UNITS INSTALLED AS PART OF

SEPARATE PROJECT.)

PART 1 -GENERAL

1.1 SUMMARY

A. PROVIDE EXTERIOR ALUMINUM-FRAMED STOREFRONT SYSTEMS.

1.2 QUALITY ASSURANCE

A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE

BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND

STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

1.3 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND PROFILES, AND FINISHES.

B. PROJECT SPECIFIC SHOP DRAWINGS: FOR ALUMINUM-FRAMED STOREFRONT ASSEMBLIES. INCLUDE PROJECT SPECIFIC PLANS, ELEVATIONS, SECTIONS, FULL-SIZE DETAILS, AND ATTACHMENTS TO OTHER WORK.

1. FIELD MEASUREMENTS: VERIFY ACTUAL LOCATIONS OF STRUCTURAL SUPPORTS FOR STOREFRONT ASSEMBLIES BY FIELD

MEASUREMENTS BEFORE FABRICATION AND INDICATE MEASUREMENTS ON SHOP DRAWINGS.

C. SAMPLES: FOR EACH TYPE OF EXPOSED FINISH REQUIRED, IN MANUFACTURER'S STANDARD SIZES.

D. SPECIAL ASSEMBLY WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF STOREFRONT ASSEMBLIES THAT DO NOT COMPLY WITH REQUIREMENTS OR THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY

PERIOD.

1. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.

E. SPECIAL FINISH WARRANTY: STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR FINISHES OR REPLACE ALUMINUM THAT SHOWS EVIDENCE OF DETERIORATION OF FACTORY-APPLIED FINISHES WITHIN SPECIFIED WARRANTY PERIOD.

1. DETERIORATION INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:

a. COLOR FADING MORE THAN 5 HUNTER UNITS WHEN TESTED ACCORDING TO ASTM D 2244.

b. CHALKING MORE THAN A NO. 8 RATING WHEN TESTED ACCORDING TO ASTM D 4214.

c. CRACKING, CHECKING, PEELING, OR FAILURE OF PAINT TO ADHERE TO BARE METAL.

2. WARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.

PART 2 -PRODUCTS

2.1 MATERIALS

A. ALUMINUM FRAMING:

1. BASIS-OF-DESIGN MANUFACTURER: EFCO CORPORATION.

a. OR APPROVED EQUAL.

2. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE:

a. 403X, U-VALUE 0.22, OR COMPARABLE PRODUCT.

3. FRAMING MEMBERS: MANUFACTURER'S EXTRUDED- OR FORMED-ALUMINUM FRAMING MEMBERS OF THICKNESS

REQUIRED AND REINFORCED AS REQUIRED TO SUPPORT IMPOSED LOADS.

a. CONSTRUCTION: THERMALLY BROKEN.

b. GLAZING SYSTEM: RETAINED MECHANICALLY WITH GASKETS ON FOUR SIDES.

c. GLAZING PLANE: FRONT.

d. INSULATING GLAZING: DOUBLE PANE, 1-INCH.

4. ALUMINUM FINISH: FLUOROPOLYMER, 2-COAT.

a. COLOR: BLACK, AS SELECTED BY ARCHITECT FROM MANUFACTURER’S FULL RANGE.

B. GLAZING:

1. COMPLY WITH SECTION 08 80 00 “GLAZING.”

ALTERNATE 1: ALL DEMOLITION AND NEW WORK SHOWN IN ADVANCED HYDRONIC LAB.

(PLAN SOUTH)

ALTERNATE 2: DEMOLITION OF AND RELOCATION OF EXISTING HVAC UNITS AT

MEZZANINE IN AREA INDICATED. SEE HVAC DRAWINGS.

ALTERNATE 3: PAINT CEILING, ROOF STRUCTURE, AND EXPOSED MEP SYSTEMS

(DUCTWORK, PIPING,CONDUIT, ETC.) SEE FINISH LEGEND AND FINISH

SCHEDULE.

SCHEDULE OF ALTERNATES:

SECTION 10 44 16 – FIRE EXTINGUISHERS

PART 1 GENERAL

1.1 SUMMARY

A. PROVIDE PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS AND ACCESSORIES.

1.2 QUALITY ASSURANCE

A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS

IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

B. STANDARDS: UL AND FM LISTED PRODUCTS, NFPA 10.

1.3 SUBMITTALS

A. OPERATION AND MAINTENANCE DATA.

B. WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE FIRE EXTINGUISHERS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD.

1. WARRANTY PERIOD: SIX YEARS FROM DATE OF SUBSTANTIAL COMPLETION.

PART 2 PRODUCTS

2.1 MATERIALS

A. PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS:

1. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

a. KIDDE; CARRIER GLOBAL CORPORATION.

b. LARSEN'S MANUFACTURING COMPANY.

2. MULTIPURPOSE DRY-CHEMICAL TYPE: UL-RATED NOMINAL CAPACITY, WITH MONOAMMONIUM PHOSPHATE-BASED DRY

CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER.

3. INSTRUCTION LABELS: INCLUDE PICTORIAL MARKING SYSTEM COMPLYING WITH NFPA 10, APPENDIX B.

4. RATING: SIZED FOR PROJECT REQUIREMENTS.

5. MOUNTING: METAL BRACKETS.

B. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND

LOCATION.

1. IDENTIFY BRACKET-MOUNTED FIRE EXTINGUISHERS WITH THE WORDS "FIRE EXTINGUISHER" IN RED LETTER DECALS

APPLIED TO MOUNTING SURFACE.

PART 3 EXECUTION

3.1 INSTALLATION

A. EXAMINE FIRE EXTINGUISHERS FOR PROPER CHARGING AND TAGGING.

1. REMOVE AND REPLACE DAMAGED, DEFECTIVE, OR UNDERCHARGED FIRE EXTINGUISHERS.

B. INSTALL FIRE EXTINGUISHERS IN LOCATIONS INDICATED AND IN COMPLIANCE WITH REQUIREMENTS OF AUTHORITIES HAVING

JURISDICTION.

C. MOUNTING BRACKETS: FASTEN MOUNTING BRACKETS TO SURFACES, SQUARE AND PLUMB, AT LOCATIONS INDICATED.

1. MOUNTING HEIGHT: TOP OF FIRE EXTINGUISHER TO BE AT 42 INCHES ABOVE FINISHED FLOOR.

END OF SECTION

# DESCRIPTION DATE

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

UP UP

DN

DN

(e)9

(e)10

(e)10

(e)13

(e)13

(e)14

(e)14

PLMB LABPLMB LAB

115115

TOOL ROOMTOOL ROOM

115A115A

D1

D1

D1

D1

D1 D2

D8

ALTERNATE #1

D6

CLASSROOMCLASSROOM

133133

CLASSROOMCLASSROOM

135135

MENMEN

M9M9

ELEC. SUPPLYELEC. SUPPLY

139139

WOMENWOMEN

W8W8

ITIT

131A131A

OFFICEOFFICE

131B131B

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPENOT IN SCOPE

JAN.JAN.

142142

NOT IN

SCOPE

H-1 H-2 H-3 H-4 H-5H-0

H-6H-7H-8H-9H-10

H-15H-14H-13H-12H-11

H-20 H-19 H-18 H-17 H-16

PL-17PL-15PL-13PL-11PL-9PL-7PL-5PL-3PL-1

PL-18PL-16PL-14PL-12PL-10PL-8PL-6PL-4PL-2

PL-20PL-22PL-24PL-26PL-28PL-30PL-32PL-34PL-36

PL-19PL-21PL-23PL-25PL-27PL-29PL-31PL-33PL-35

HVAC WKSTHVAC WKST

H0-H5 (LOWER)H0-H5 (LOWER)

HVAC WKSTHVAC WKST

H6-H15 (LOWER)H6-H15 (LOWER)

HVAC WKSTHVAC WKST

H16-H20 (LOWER)H16-H20 (LOWER)

NOT IN SCOPE

D3 D3

D3

PLMB WKSTPLMB WKST

PL1-PL36 (LOWER)PL1-PL36 (LOWER)

D3

HVAC LABHVAC LAB

137137

CLASSROOMCLASSROOM

141141

DASHED LINES INDICATE FLOOR ABOVE

DASHED LINES

INDICATE

FLOOR ABOVE

DASHED LINES INDICATE FLOOR ABOVE

D2D2

D2 D2

D1. DEMOLISH/REMOVE EXISTING STAIR ASSEMBLY INCLUDING (BUT NOT LIMITED TO)

TREADS, RISERS, HANDRAILS, BRACKETS, AND STRINGERS.

D2. DEMOLISH/REMOVE EXISTING WALL CONSTRUCTION (SHOWN DASHED). PATCH AND

REPAIR ANY/ALL ADJACENT SURFACES. SEE NEW WORK FOR EXTENT OFDEMOLITION.

D3. DEMOLISH/REMOVE EXISTING STAIR TREADS AND HANDRAILS. EXISTING STRINGERS TO

REMAIN.

D4. DEMOLISH/REMOVE EXISTING HVAC EQUIPMENT, AS REQ'D. SEE HVAC DRAWINGS.

D5. DEMOLISH/REMOVE ANY/ALL DAMAGED SUBFLOOR/FRAMING.

D6. DEMOLISH/REMOVE EXISTING LIGHT FIXTURES. PREP FOR NEW FIXTURES. SEE

REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR EXTENT OF NEW WORK.

D7. DEMOLISH/REMOVE EXISTING KALWALL CLERESTORY WINDOWS. PREP FOR

REPLACEMENT. SEE WINDOW ELEVATIONS FOR EXTENT OF NEW WORK.

D8. EXISTING FURNISHINGS IN ALL ROOMS TO BE REMOVED BY OWNER.

DEMOLITION KEYED NOTES:

(e)9

(e)9

(e)10

(e)10

(e)11

(e)11

(e)12

(e)12

(e)13

(e)13

(e)C

(e)B

(e)D

(e)E

(e)F

WORKSPACEWORKSPACE

EXST. MEZZANINEEXST. MEZZANINE

MEZZANINEMEZZANINE

M1M1

HVAC WKSTHVAC WKST

H0-H5 (UPPER)H0-H5 (UPPER)

PLMB WKSTPLMB WKST

PL1-PL36 (UPPER)PL1-PL36 (UPPER)

D2 D5

ALTERNATE #1ALTERNATE #1

HV B11

HV B28

HV B14

HV B10

HV B13

HV B09

HV B12

D4

D4

D4

D8

D8

UNIT TO BE REMOVED AS PART

OF FUTURE PROJECT

D4

D4

ALTERNATE #2

D1

D1

D1

D1

D2

D2

D6

D6

D6

D6

HVAC WKSTHVAC WKST

H16-H20 (UPPER)H16-H20 (UPPER)HVAC WKSTHVAC WKST

H6-H15 (UPPER)H6-H15 (UPPER) D2 D6

D2 D6

D2

H-1 H-2 H-3 H-4 H-5H-0

H-6H-7H-8H-9H-10

H-15H-14H-13H-12H-11

H-20 H-19 H-18 H-17 H-16

RAMP

UP

D3

D3 D3

D3

PL-17PL-15PL-13PL-11PL-9PL-7PL-5PL-3PL-1

PL-18PL-16PL-14PL-12PL-10PL-8PL-6PL-4PL-2

PL-20PL-22PL-24PL-26PL-28PL-30PL-32PL-34PL-36

PL-19PL-21PL-23PL-25PL-27PL-29PL-31PL-33PL-35

D 7D7

D5

D5

D 7D7

3 2 1456

A

These Drawings and Specifications as instruments of service are, and shall remain, the property of BRIX

Design Group, LLC whether the project for which they are made is executed or not. All rights reserved.

Any other use requires the express written authorization of the Architect.

PROJECT NUMBER:

STAMP

REVISIONS

ISSUE DATE

50%+ CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS

PERMIT SET

2025/05/21 2025/06/04 2025/08/05

DESCRIPTION DATE

3 2 1456

B

C

D

E

A

B

C

D

E

215 EAST 3RD STREET, WILLIAMSPORT, PA 17701

WWW.BRIXDG.COM

A-101

BUILDING TECHNOLOGIES CENTER

HVAC & PLUMBING LAB

IMPROVEMENTS

DEMOLITION PLANS

4000-005

2025-08-05

O N E C O L L E G E A V E N U E W I L L I A M S P O R T , P A 1 7 7 0 1

PERMIT SET

1/8" = 1'-0"1 DEMOLITION - FIRST FLOOR

1/8" = 1'-0"2 DEMOLITION - MEZZANINE

1071 Edgar Street, Suite A York, PA 17403 717.793.3997 www.proveng.com

419 Market Street Lewisburg, PA 17837

570.935.0129 www.proveng.com

# DESCRIPTION DATE

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

UP

UP

UP

UPUP

UPUP

UP

DN

DN

DN

DN

DN

DN

DN

DN

(e)8

(e)8

(e)9

(e)9

(e)10

(e)10

(e)11

(e)11

(e)12

(e)12

(e)13

(e)13

(e)14

(e)14

TOOL ROOMTOOL ROOM

115A115A

PLMB LABPLMB LAB

115115

(e)C

(e)B

(e)D

(e)E

(e)F

(e)G

H-28H-27H-26H-25 H-24

H-23H-22H-21

PL-17PL-15PL-13PL-11PL-9PL-7PL-5PL-3PL-1

PL-18PL-16PL-14PL-12PL-10PL-8PL-6PL-4PL-2

PL-20PL-22PL-24PL-26PL-28PL-30PL-32PL-34PL-36

PL-19PL-21PL-23PL-25PL-27PL-29PL-31PL-33PL-35

DASHED LINES INDICATE

MEZZANINE ABOVE (TYP)

W

AL

K-

TH

RU

O

R

ST

OR

AG

E

ITIT

131A131A

NOT IN SCOPE

OFFICEOFFICE

131B131B

NOT IN SCOPE

CLASSROOMCLASSROOM

133133

CLASSROOMCLASSROOM

135135

NOT IN SCOPE

NOT IN SCOPE

ELEC. SUPPLYELEC. SUPPLY

139139

WOMENWOMEN

W8W8

MENMEN

M9M9

NOT IN

SCOPE

NOT IN

SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN

SCOPE

ALTERNATE #1

JAN.JAN.

142142

137A

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H0-H5 (1ST)H0-H5 (1ST)

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H6-H15 (1ST)H6-H15 (1ST)

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H16-H20 (1ST)H16-H20 (1ST)

RESIDENTIALRESIDENTIAL

PLUMBING LABPLUMBING LAB

PL1-PL36 (1ST)PL1-PL36 (1ST)

ADVANCEDADVANCED

HYDRONIC LABHYDRONIC LAB

H21-H28 (1ST)H21-H28 (1ST)

HVAC LABHVAC LAB

137137

131B 115A

133B

115B

133A

135A

H-20 H-19

H-18 H-17

H-16

H-6H-7H-8H-9H-10

H-15H-14H-13H-12H-11

H-1 H-2

H-3 H-4

H-5

H-0

P2

P2

137C

137B

141B

141A

CLASSROOMCL…