october 1 referendum presentation haddonfield boe

Proposed Referendum Update

October 1, 2015

Haddonfield Public School District

Tonight’s goals

Review critical infrastructure and educational needs

Present BOE Long Range Planning Committee scope of work recommendations for inclusion in a referendum

Present one referendum scenario and preliminary cost estimate and tax impact to facilitate discussion (Cost estimate to be finalized prior to BOE referendum vote)

Solicit feedback on referendum structure of multiple questions

Facilities Condition Assessment Background

2

Overview of facilities conditions, emergency work, and

potential referendum scope and budget

Presentation available on Haddonfield School District homepage:http://www.haddonfield.k12.nj.us/

September 10, 2015 BOE Meeting

3

Facilities assessment kick-started by availability of ROD grants in 2013

Short grant application period necessitated deferring detailed building assessments to validate needs until after grant approval

Detailed exploration uncovered serious building envelope issues not detected by visual inspection

Capital Reserves used for emergency repairs and stabilization

Facilities Condition Assessment Background

4

Architecture and Engineering Services: Becica AssociatesVendor and other District Consultants:

Mechanical, Electrical, and Plumbing Engineers: Wick Fisher WhiteHVAC: Mack Industries, Concord Engineering GroupRoof: Manufacturer representatives from Garland, Siplast, CarlisleChimneys: AAA Chimney CorpMasonry Exploration and Restoration: Dugan Masonry

Cost Estimator: Preferred Construction Management Bond Counsel: Parker McCay P.A.

Pre-Referendum Consultants

5

Becica AssociatesArchitecture + EngineeringCherry Hill

Steven Becica, AIA, LEED AP – Principal in charge of architectural services since 1989 and Haddonfield School District project lead

Services include building investigation, design, forensic architecture, and engineering

Extensive public school experience serving as consultant for more than 50 school districts

NJ Schools Development Authority (SDA) certified firm completing renovation and new construction projects utilizing SDA’s 21st Century School Design Manual that includes sustainable design features and best practices for safe and secure schools

Architect of Record for Cherry Hill School District completing similar projects including façade restoration and building renewal

Pre-Referendum Consultants

6

Evaluative Criteria

Safety – immediate threat to life safety or building integrity

Damage – broken items or those worn to the point of being inoperable or lacking integrity

Codes and Standards – extent that facilities meet the codes in place at the time of construction

Environmental – indoor environmental issues relating to building envelope and conditions

Energy – measures taken to reduce energy consumption

Aesthetics – subjective measures of interior and exterior items that may perform but appear to be aging and worn out

Other – required code compliance depending upon renovation scope7

Taft Coolidge Truman Eisenhower Kennedy Johnson GH Bush GW Bush

1913 1923-26

19631947-52 1954-55 1964 1989-90 2002-05

Central Central

MS

MS

Tatem

Tatem

Tatem

Tatem

Haddon

Haddon

Haddon Haddon

HaddonHMHS

HMHS

1971

HMHS

Building age Multiple additions Patchwork upgrades and varying educational conditions Limited capital reserve – 2% cap on yearly budget increase

Nixon

Central

Facilities Challenges

8

Summary of Critical Facilities Issues

Building Envelope Damaged masonry with eroding

mortar joints and corroded lintels

Stability issues – masonry walls, stone elements, parapets

Deteriorating wood trim with peeling paint

Problem roof areas

Windows past useful life, not compliant with current thermal performance code standards, and with upper sash stability issues

9


HVAC

Inefficient and outdated heating plant controls

Select HVAC units with outdated technology and multiple repairs operating past life cycle expectancy

Air-conditioning not provided in all instructional spaces

Inadequate electrical service and distribution for additional HVAC and classroom equipment loads

10


Special Systems

Obsolete telephone system, public address, and master clock systems

3 generations behind current technology

Complete inability to replace broken parts

11


Accessibility and Current Code Compliance Non-ADA compliant barrier-free

route to main building entrance at HMHS

Uneven sidewalks along accessible route

Chimneys not in compliance with National Fire Protection Associates 211 Industry Standards guidelines

Non-accessible toilet rooms or not provided on each floor with classrooms

12

“Mother Nature” Normal weathering of buildings requiring capital reinvestment

beyond general maintenance

2 severe winters with freeze/thaw cycles exacerbated building envelope conditions

2011 earthquake (pending insurance claim)

Inadequate capital maintenance funding to keep pace with need Reductions in state aid

2% tax increase cap

Lowest long-term borrowing debt among “J” districts

How did this happen?

13

State and National Context

Estimated $271 billion of deferred maintenance nationwide just to maintain operations ($4440 avg./student in NJ)

Estimated $542 billion needed to modernize

14

Referendum Scope of Work Considerations

?

Long Range Planning Committee

15

NJAC 6A:26-3.7 – Local support of school facilities projects

All proposed work and corresponding local and state share must be listed in referendum question(s).

If construction costs are less than approved referendum budget, additional work not identified in referendum cannot be added to the project scope.

Excess funds can only be used to offset shortages for other approved work if specifically stated in referendum question.

If bids are higher than estimated in the referendum question, approved referendum work cannot be eliminated without another referendum.

State closely monitors all bond proceeds to ensure proceeds are applied to approved projects.

Key Referendum Regulations

16

Major system needs cannot be addressed in yearly budget without breaking 2% cap

Cannot wait to accumulate capital reserves to address most critical needs

No state aid funding available for projects funded from capital reserve or operating budget (other than previously approved ROD grants)

Debt service aid available for referendum projects to reduce tax burden

Need for a Referendum

17

Proposed Haddon Scope of Work

M

OPEN COURT

1952

A

B

C

D

N

L

E

F

K J

H

G

H1

1913

1963

19892002

2002

2002

1913

1989

1952

1963

EXISTING ROOF PLAN1 3/32" = 1'-0"

ROOF LEGEND - ELIZABETH HADDON ELEMENTARY

BLDG. YEAR ROOF AREA MANUF. INSTALLER MATERIALWARRANTYDATE/ YEARINSTALLED

GUARANTEEDURATION NOTES

APPROX.AREA (SF)

1913 A ? ? ASPHALTSHINGLES 2000 ? 4,052

1913 B GARLAND COFFEYBROS.

2 PLY MOD.BITUMEN 2012 ? 5 2175

1913 C GARLAND COFFEYBROS.


1913 D GARLAND COFFEYBROS.


1952 E GARLAND COFFEYBROS.

2 PLY MOD.BITUMEN 2012 ? 5 2,863

1952 F GARLAND COFFEYBROS.

2 PLY MOD.BITUMEN 2012 ? 5 1,033

1963 G ? ? ASPHALTSHINGLES ? ?

1,681

1963 H FIRESTONE ? EPDM 9/5/2005 20 YEARS 11,275

1963 H-1 FIRESTONE ? EPDM 9/5/2005 20 YEARS 126

1989 J FIRESTONE ? EPDM 9/5/2005 20 YEARS 15,796

2002 K SIPLAST J. STROBER 2 PLY MOD.BITUMEN 10/2/2002 20 YEARS 2

1,156

2002 L SIPLAST J. STROBER 2 PLY MOD.BITUMEN 10/2/2002 20 YEARS 3

1,434

2002 M SIPLAST J. STROBER 2 PLY MOD.BITUMEN 10/2/2002 20 YEARS 4

6,195

2002 N SIPLAST J. STROBER 2 PLY MOD.BITUMEN 10/2/2002 20 YEARS 3

879

NOTES:

1. DATA SOURCE: EMAIL FROM FIRESTONE, JESSICA HITZ: RED SHIELD WARRANTY 20 YEAR STARTING 9-5-05; 6800 S/F, 1/4" ROOF SLOPE,EXISTING CONSTRUCTION; ADHERED EPDM, DECK=STEEL 22GA; 2 LAYER INSULATION= BASE LAYER IS ISO 95+, 2" THICK // FIRESTONEFASTENERS, 4" HEAVY DUTY. 16 PER BOARD. TOP LAYER = FIBERTOP WOODFIBER - 1" THICK // MILLENNIUM ADHESIVE. (500 SF IS GETTING1.5 ISO AND TAPERED PERLITE ATTACHED WITH MILLENNIUM ADHESIVE) EPDM LSFR - 060

2. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 2 PLY , 1" HD FIBERBOARD, 1/4" FT TAPERED INSULATION, 1/4" SLOPED METALDECK.

3. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 2 PLY , 1" HD FIBERBOARD, 1/4" FT TAPERED INSULATION, FLAT METAL DECK

4. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 2 PLY IN COLD , 1/2"RECOVERY BOARD ,2" INSULATION, MECH ATTACHEDON SLOPED METAL DECK.

5. DATA SOURCE: CHRIS GALLAGHER OF THE GARLAND COMPANY INC (MARCH 5, 2015.) 2 PLY MODIFIED BITUMEN ROOF SYSTEM WITHMINERAL CAP SHEET IN COLD ADHESIVE.

MASONRY AND CORNICE RESTORATION

BRICK MASONRY REPLACEMENT

WOOD /SOFFIT REPAIR / REPLACEMENT

ROOF REPAIR

REPLACE WINDOWS

Drawing Number:

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Set Issue:

Preliminary

Issue Date: April 9, 2015

Contractor shall check and verify allconditions and dimensions at the sitebefore proceeding with this work.

DescriptionRevisions# Date

Drawn by: Checked by:

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EXISTING ROOF PLAN

SABRS

191319521963

198920022002

18


Building Envelope and Site Repair/repoint damaged brick (1913, 1952 wings). Rake/reseal masonry and movement joints (2002 wing). Replace steel lintels (1952 wing). Replace damaged and/or missing cornice and/or fascia (1913,

1952, 1963 wings). Repair damaged parapet (1952, 1963 wings). Reconstruct or refinish wood soffits and fascia (1913, 1963

wings). Replace exterior doors and frames (1913 wing). Replace windows in pre-2002 wings. Replace portion of sidewalk.

19


HVAC and Electrical

Provide air-conditioning (self contained DX unit ventilators) in 14 areas (11 classrooms, 1st floor Faculty Room, and 2 Administration offices), upgrading electrical distribution as required.

Replace rooftop HVAC system at multi-purpose room and stage and upgrade HVAC in art room.

Replace classroom ventilation exhaust fans in 3 classrooms, Girls Toilet Room, and Administration offices.

Upgrades to boilers to maintain operations.

Repair chimney masonry and clean and line flue.

Install building automation system control upgrades to provide a centralized management system to improve energy use.

Improve electrical capacity in each classroom. 20


Special Systems

Install new integrated public address and telephone system, providing voicemail programming, retrieval systems, paging, public mass messaging, emergency and alert capabilities.

Install master clock system with time synchronization capabilities and including wall-mounted display and central wireless system controls.

Upgrade technology systems to support data, communications, and building automation systems.

21

Proposed Tatem Scope of Work

1923

F

199019542002

HG

B A

E D

C

FOUNDATION WALLWATERPROOFING(BELOW GRADE)

STEEL LINTELRESTORATION

REPLACE WINDOWSTOTAL = 1,730 SF ±

REPLACE WINDOWSTOTAL = 1,730 SF ±

EXTERIOR MASONRYWALL REPLACEMENTAND RESTORATION

EXTERIOR MASONRYWALL REPLACEMENTAND RESTORATION

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EXISTING ROOF PLAN1 3/32" = 1'-0" A-2.1

& Roof LegendExisting Roof Plan

SABRS

ROOF REPAIR

ROOF REPLACEMENT

STEEL LINTEL REPAIR

REPLACE WINDOWS

EXTERIOR MASONRY WALLREPLACEMENT AND RESTORATION

FOUNDATION WALL WATERPROOFING

ROOF LEGEND - TATUM ELEMENTARY



APPROX.AREA (SF)

1923 A CARLISLE US ROOFING EPDM 1994 15 (1-1-2010) 3 5,415

1954 B FIRESTONE ? EPDM 2005 20 1 3,195

1990 C FIRESTONE ? EPDM 2005 20 1 5,779

1990 D FIRESTONE ? EPDM 2005 20 1 4,060

1990 E FIRESTONE ? EPDM 2005 20 1 347

1952 F SIPLAST J. STROBER 2 PLY MOD.BITUMEN 2002 ? 2 5,478

1963 G ? ? METAL 2002 ? 68

1963 H ? ? METAL 2002 ? 68

NOTES:

1. DATA SOURCE: EMAIL FROM FIRESTONE, JESSICA HITZ: RED SHIELD WARRANTY 20 YEAR STARTING 9-5-05; 13900 S/F, 1/4" ROOF SLOPE,EXISTING CONSTRUCTION; ADHERED EPDM, DECK 1 WOOD 1", DECK 2=STEEL 22GA; 3LAYER INSULATION= BASE LAYER -DENDECK 1/4",FIRESTONE FASTENERS - 3" HEAVY DUTY - 16 PER BOARD, INTERMEDIATE LAYER - ISO 95+ - 2" THICK, FIRESTONE FASTENERS, 3" HEAVY DUTY- 16 PER BOARD, TOP LAYER FIBERTOP WOOD FIBER 1" THICK , MILLENNIUM ADHESIVE, EPDM LSFR -060

2. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 2 PLY IN COLD , 1/2" RECOVERY BOARD , 2" INSULATION, MECH ATTACHEDON 1/4" SLOPED METAL DECK.

3. DATA SOURCE: CHRIS RUMSY OF COMMERCIAL ROOFING SOLUTIONS, LLC (CARLISE REP), WOOD ROOF DECK, EXISTING ROOF SLOPE IS1/8" PER FT OF STRUCTURAL SLOPE. FULLY ANCHORED 60 MIL, NON-REINFORCED 1-1/2" POLYISO, 1/2" WOOD FIBER W/ PLATES

1954 1923 19902002


Building Envelope and Site Provide foundation wall waterproofing below ground level (1923,

1954, 2002 wings). Reconstruct additional portions of front and/or rear walls (1923,

1954 wings). Clean and repoint brick, replacing brick at approx. 20% of wall area

(1923, 1954 wings). Restore steel lintels (1990). Install aluminum coping (1923 wing). Replace 1923 wing roof. Repair multi-purpose room roof. Replace windows in pre-1990 wings. Install new sidewalks as part of regrading project.

23


HVAC and Electrical

Provide air-conditioning in 14 areas (12 classrooms and 2 SGI rooms), upgrading electrical distribution as required.

Replace classroom ventilation exhaust fans in 1923 and 1954 wings.

Repair boilers to maintain operations.



Improve electrical capacity in classrooms.

24


Special Systems

Same as Haddon:

New public address and telephone system

New master clock system.


25

Proposed Central/MS Scope of Work

2002

20022005

1964

1947

1890

1964

A

B

C

D

E

F

G

H

I

J

K

L

M

NP

P1

Q

Q1

R

ST

COURTYARD

D

39 LF STONE COPINGWITH CAST STONE

PARAPET WALL FINISH

164 LF OF STONECOPING WITH BRICKPARAPET WALL


527 LF OF SHINGLEROOF EDGE WITHCAST STONECORNICE/ INTEGRALGUTTER

64 LF OF SHINGLEROOF EDGE WITH

WOOD FASCIA/SOFFIT

148 LF OF SHINGLEROOF EDGE WITH

WOOD FASCIA/SOFFIT AND METAL

GUTTER

44 LF OF METALCOPING AND BRICKPARAPET WALL

13 LF OF STONECOPING AND BRICKPARAPET WALL


98 LF OF METALCOPING WITH EIFSPARAPET WALL












22 LF OF METALCOPING WITH EIFS

PARAPET WALL


'Q' & 'Q1' TOTAL 51 LFOF STONE COPINGWITH BRICK PARAPETWALL

170 SF, 51 LF OF CAST STONE ORNAMENTAL30 SF OF CAST STONE DOOR TRIM90 SF OF CAST STONE JAMB / HEAD WINDOW TRIM144 SF CAST STONE PANELS

30 SF OF CAST STONE WINDOW HEAD18 SF OF CAST STONE DOOR TRIM

9 LF OF CAST STONE ORNAMENTAL HEADDOOR TRIM

50 SF CAST STONE PANELS ANDORNAMENTAL TRIM AT PARAPET.

25 LF OF ORNAMENTAL TOP OF PARAPET

36 SF OF CAST STONE DOOR TRIM145 SF CAST STONE PANELS &

ORNAMENTAL DOOR HEAD50 SF CAST STONE PANELS AND

ORNAMENTAL TRIM AT PARAPET.100 SF OF CAST STONE WINDOW

TRIMS


REPLACE ALL WINDOWSON THIS ELEVATION,

INCLUDING BAYWINDOWS, TOTAL = 4,616 SF

REPLACE WINDOWSTOTAL = 856 SF

REPLACE WINDOWSTOTAL = 1,786 SF

REPLACE WINDOWS

REPLACE WINDOWS

REPLACE WINDOWS

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PARAPET REPAIR / RE-CONSTRUCTION

STONE COPING REPAIR

CAST STONE REPAIR


BRICK MASONRY REPAIR

WOOD REPAIR / REPLACEMENT

WOOD CORNICE REPAIR/ RESTORATION

ROOF REPLACEMENT

REPLACE WINDOWS

ROOF LEGEND



APPROX.AREA (SF)

1890 A ? ? ASPHALTSHINGLES

? ? 2,378

1947? B ? ? EPDM ? ? 115

1947 C ? ? MODIFIEDBITUMEN

2000? ? 85

1947 / 1964 D ? ? ASPHALTSHINGLES

2000? ? 13,778

1964 E SIPLAST PATRIOTROOFING

2 PLY MOD.BITUMEN

9/5/2005 20 YEARS 1 2,867

1964 F SIPLAST PATRIOTROOFING

2 PLY MOD.BITUMEN

9/5/2005 20 YEARS 1 14,060

1964 G SIPLAST PATRIOTROOFING

2 PLY MOD.BITUMEN

9/5/2005 20 YEARS 1 1,681

1964 H SIPLAST PATRIOTROOFING

2 PLY MOD.BITUMEN

9/5/2005 20 YEARS 1 6,922

1964 I SIPLAST PATRIOTROOFING

2 PLY MOD.BITUMEN

9/5/2005 20 YEARS 1 5,499

1964 J SIPLAST PATRIOTROOFING

2 PLY MOD.BITUMEN

9/5/2005 20 YEARS 1 7,870

1964 K SIPLAST PATRIOTROOFING

2 PLY MOD.BITUMEN

9/5/2005 20 YEARS 1 2,617

2002 L SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 228

2002 M SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 5,816

2002 N SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 5,633

2002 P SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 1,065

2002 P1 SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 506

2002 Q SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 130

2002 Q1 SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 79

2002 R SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 191

2002 S SIPLAST BROWN &GUARINO

2 PLY MOD.BITUMEN

8/22/2002 20 YEARS 2 2,249

2005? T SIPLAST A.F. CALLAN& CO. INC.

2 PLY MOD.BITUMEN

8/16/2006 20 YEARS 3 456

NOTES:

1. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 290 SQUARES ARE INSTALLED OVER A GYP. DECK WITH 1/4"STRUCTURAL SLOPE, 2" POLYISO INSULATION AND 1/4" DENS DECK (MECH. ATTACHED), 1" WOOD FIBERBOARD SET IN HOTASPHALT AND 2 PLY MODIFIED BITUMEN ROOFING IN HOT ASPHALT. 60 SQUARES ARE INSTALLED OVER A GYPSUM DECK WITH 1/4"DENS DECK., 2" POLYISO INSULATION/ 1" WOOD FIBERBOARD (SIMULTANEOUSLY SCREW FASTENED), AND 2 PLY MODIFIEDBITUMEN ROOFING IN COLD ADHESIVE.

2. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 154 SQUARES INSTALLED OVER A METAL ROOF DECK WITH 1-1/2"POLYISO INSULATION, TAPERED INSULATION AND 1/4" DENS DECK PRIME (ALL INSULATION AND DENS DECK MECHANICALLYATTACHED- SIMULTANEOUSLY) WITH 2 PLY MODIFIED BITUMEN (20 EG & 30 FR SHEETS) IN COLD ADHESIVE.

3. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 5 QUARES INSTALLED OVER 1/4" SLOPED METAL ROOF DECK WITH 2"POLYISO INSULATION AND TAPERED INSULATION (SIMULTANEOUSLY MECHANICALLY ATTACHED), 1" HD FIBERBOARD AND 2 PLYMODIFIED BITUMEN ROOFING IN POLYURETHANE ADHESIVE.

1890

1947

1964

2002

2002

26

Proposed Central/MS Scope of WorkBuilding Envelope and Site Repair, clean, and repoint damaged/missing brick and stone trim (1890,

1947, 1964 wings). Repair ornamental cast stone panels and trim (2002, 2005 wings). Restore bay window (1947 wing). Repair damaged wood fascia, soffit, and gutter (1890, 1947 wings). Restore damaged cast stone gutters (1947, 1964 wings). Restore damaged wood cornice, portico columns, and soffit (1947 wing). Restore corroded steel lintels at doors and windows (1964 wing). Repair parapet coping (all wings). Replace windows (1890, 1947, 1964 wings). Replace entrance doors and frames (1947 wing) . Partial roof replacement (1964 wing). Remove leaking skylight at rotunda. 27


HVAC and Electrical

Install air-conditioning in 13 classrooms (self contained DX unit ventilators), technology lab and art room (split fan coil unit with remote condensing unit), and cafeteria (air handling unit with remote condensing unit).

Upgrade to boilers to maintain operations.



28


Special Systems

Same as Haddon and Tatem:

New public address and telephone system.



29


Educational Adequacy

To create additional classrooms, renovate/reconfigure existing 2nd floor mechanical space above boys PE locker room into classrooms and storage.

In conjunction with required structural alterations to boys’ locker room, provide barrier-free toilet rooms and additional fixtures for code compliance for increased classroom count.

CLASSROOM161

MS

982 SFCLASSROOM

165

MS

980 SF

LAB173

976 SF

CLASSROOM171

MS

766 SF

CLASSROOM167

MS

594 SF

CONF.159

341 SFLAB163

READING

286 SF GIRLS TOIL.

253 SF

BOYS TOIL.

261 SF

STOR.

63 SF JAN.

62 SF

STOR.

174 SF

COMPUTERS175

1022 SF

ART191

888 SF

CLASSROOM177

MS

840 SF

LN/STOR.

88 SF

COURTYARD

UPPERGYMNASIUM

UPPERAUDITORIUM

UPPERMULTI-PURPOSE

30

Proposed HMHS Scope of Work

149 LFGUTTERS

71 LFGUTTERS

71 LFGUTTERS

84 LF CAST STONEBRICK PARAPET

195 LFGUTTERS

195 LFGUTTERS

150 LFGUTTERS

27 LF METALOVER CAST STONE

27 LF METALOVER CAST STONE

50 LFGUTTERS

50 LFGUTTERS337 LF

GUTTERS









63 LF METAL

63 LF METALGUTTER



106 LF CAST STONECAST STONE &

BRICK PARAPET

CAST STONEPARAPET ANDFACADE ATENTRANCE

LIMESTONE PARAPET ANDFACADE STAINING

81 LF METAL

34 LF METAL



112 LFMETAL

112 LFMETAL


A

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1926

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2005

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1971

1971

STONE COPING AND PARAPETWALL REPAIRS, TYPICAL

FOUNDATION WALLCOATING FAILURE

CAST STONE PANELSAT WINDOWS

STEEL LINTEL REPAIRAT WINDOWS AND

DOORS

STEEL LINTEL ANDBRICK MASONRY

REPAIR

STEEL LINTEL AND BRICKMASONRY REPAIRS

REPLACE ALL WINDOWSTOTAL INCLUDING INSIDE COURTYARD ELEVATIONS IS 10,010 S/F

REPLACE ALL WINDOWS TOTALINCLUDING OUTSIDE

ELEVATIONS IS 10,010 S/F

REPLACE WINDOWS

REPLACE WINDOWS

REPLACE WINDOWS

REPLACE WINDOWS

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ROOF LEGEND2 NOT TO SCALE

ROOF LEGEND



APPROX.AREA (SF)

1926 A ? ? SLATE ? ? 25,956

1926 B ? ? SLATE ? ? 9,250

1926 C ? ? ? ? ? 234

1926 D ? ? ? ? ? 234

1926 E ? ? ? ? ? 625

1926 F ? ? ? ? ? 932

1926 G ? ? ? ? ? 625

1926 H SIPLAST ? 2 PLY MOD.BITUMEN 2005 20 1 3,098

2005 I SIPLAST ? 2 PLY MOD.BITUMEN 2005 ? 2 1,393

1971 J GARLAND JOTTAN INC. 2 PLY MOD.BITUMEN 2014 ? 6 1,256

1971 K GARLAND WINCHESTERROOFING CORP

BLACK MODBIT 2012 NONE 350

1971 L ? ? 2 PLY MOD.BITUMEN ? ? NEEDS TO BE

REPLACED 25,619

1971 M GARLAND JOTTAN INC. 2 PLY MOD.BITUMEN 2011 ? 5 606

1971 N GARLAND JOTTAN INC. 2 PLY MOD.BITUMEN 2011 ? 5 2,550

1971 O GARLAND JOTTAN INC. 2 PLY MOD.BITUMEN 2011 ? 5 1,423

1971P

GARLAND JOTTAN INC. 2 PLY MOD.BITUMEN 2014 ? 4, 6 1,042

1955 Q GARLAND JOTTAN INC. 2 PLY MOD.BITUMEN 2011 ? 5 6,418

1955 R SIPLAST ? 2 PLY MOD.BITUMEN 2005 20 3 12,396

1955 S GARLAND JOTTAN INC. 2 PLY MOD.BITUMEN 2014 ? 6 234

1955 T SIPLAST ? 2 PLY MOD.BITUMEN 2005 ? 3 594

1955 U SIPLAST ? 2 PLY MOD.BITUMEN 2005 ? 100

1967 V SIPLAST ? 2 PLY MOD.BITUMEN 2005 20 2 2,819

NOTES:

1. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) INSTALLED OVER A CONCRETE DECK WITH 1/4" STRUCTURALSLOPE, 2" POLYISO INSULATION AND, 1" WOOD FIBERBOARD SET IN HOT ASPHALT AND 2 PLY MODIFIED BITUMEN ROOFING INHOT ASPHALT.

2. INSTALLED OVER A METAL DECK WITH 2" MECH FASTENERS, 1/4" STRUCTURAL SLOPE, 2" POLYISO INSULATION AND, 1" WOODFIBERBOARD AND 2 PLY MODIFIED BITUMEN ROOFING IN HOT ASPHALT.

3. INSTALLED OVER A BARREL ROOF 1"WOOD DECK , 2 PLY GRANULAR FL. 20/30/40 IN COLD, 1" HD FIBERBOARD INPOLYURETHANE ADHESIVE, 2" POLYISO INSULATION, MECHANICALLY FASTENED, 1/4" THERMAL BARRIER ROOF BOARD(DENSDECK)

4. 3" GYPSUM DECK W/ 1/8" TAPERED INSULATION, 1/2" COVER BOARD AND 2 PLY BUILT UP ROOF

5. DATA SOURCE: CHRIS GALLAGHER OF GARLAND COMPANY, INC. (MARCH 5, 2015) 2 PLY MODIFIED BITUMEN WITH MINERALCAP SHEET IN HOT ASPHALT

6. DATA SOURCE: CHRIS GALLAGHER OF GARLAND COMPANY, INC. (MARCH 5, 2015) 2 PLY MODIFIED BITUMEN WITH MINERALCAP SHEET IN COLD ADHESIVE.

PARAPET RE-CONSTRUCTION

STONE COPING REPAIR

REPLACE WINDOWS


BRICK MASONRY AND COPING REPAIR

ROOF REPLACEMENT

CLEAN PREP AND RECOAT CONC. FOUNDATION WALL

1926

197119551967 1971

31

Proposed HMHS Scope of WorkBuilding Envelope and Site Replace slate roof, gutters, rain water conductors, damaged roof deck,

and corroded steel roof structure (1926 wing); reconstruct, restore, and repair structure at B-wing.

Replace built-up roof, repairing deck and providing tapered insulation to improve drainage (1971 wing).

Repoint and repair damaged brick (1926, 1971 wings). Replace exterior doors/frames and restore door canopies (1926, 1955). Replace windows and restore/replace lintels and sills (1926, 1955, 1971). Repair stone parapet wall and replace coping (1955, 1971 wings). Remove cast stone panel at window spandrels and replace with curtain

wall system (1955 wing). Clean and seal limestone cladding (1971 wing). Reconstruct select exterior concrete stairs, areaways and sidewalks.

32


HVAC, Electrical, and Plumbing

Replace rooftop HVAC system at auditorium.

Install air-conditioning in 19 classrooms in A-wing.

Upgrades to boilers to maintain operations.

Repair chimney masonry, and clean and line flue.


In A-wing crawl space work, add Bilco doors, improve areaway access, lighting, and ventilation, and abate hazardous materials.

Replace original, deteriorated sanitary and water piping in A-wing.

33


Special Systems

Same as elementary and middle schools:

New public address and telephone system.



34



Renovate 2 existing rooms as science and food/multi-purpose labs.

35



Within existing building footprint, reconfigure kitchen and cafeteria area in B-wing to modernize kitchen and serving area and expand cafeteria.

36


Stadium and Track

Stadium: Structural repairs and other upgrades as required by local code. Exact scope to be determined prior to referendum, maximum allowance of $1,000,000.

Track: Remove and replace running track with all weather synthetic surface system.

37

Referendum Structure under Consideration

Question 1 Repair or replacement of building envelope components

HVAC and electrical service and distribution upgrades, including classroom air-conditioning

New telephone, public address, and master clock systems

HMHS A-wing crawl space and sanitary and water piping upgrades

Educational upgrades at HMHS – Reconfiguration of kitchen and cafeteria; renovation of existing rooms for chemistry and culinary arts

Question 2 Educational upgrades at HMS– Creation of additional classrooms through space reconfiguration

HMHS cafeteria expansion and improvement of circulation from B to A wing (expands scope of Question 1)

Question 3 Upgrades to HMHS stadium and track38

Estimated Costs

Haddon TatemCentral/

MS HMHS Total

Question 1Building envelopeHVAC (incl. A/C)Electrical service & distributionTelephone, pubic address, and clock systemsA-wing crawl space & select piping Program renovations at HMHS

$2,661,267 $5,966,869 $6,660,160 $29,419,199 $44,707,495

Question 2HMHS cafeteria expansion (in addition to Question 1)HMS classroom renovation

$1,411,412 $3,606,535 $5,017,947

Question 3Track and stadium upgrades

$1,437,500 $1,437,500

Totals $2661,267 $5,996,869 $8,071,572 $34,463,234 $51,162,942

39

Key considerations:

Most Probable Cost Estimates are based on best practices

Competitive bid environment ensures best pricing

Includes allowance for construction phasing, hazardous materials abatement, and 25% project “soft costs” per industry standards for renovation work in old buildings

Illegal to use any surplus funds after construction to fund projects not approved in referendum

Cost Estimates will be further refined before public hearing and BOE vote.

Estimated Costs

40

Understanding School Construction Costs

School Planning & Management’s “School Construction Report” posted on homepage at http://www.haddonfield.k12.nj.us

Construction costs have more than doubled since 1995

Median hard costs for new school construction in NJ, NY, PA region:

Elementary Schools $235.36 / SF

Middle Schools $250.93 / SF

High Schools $333.33 / SF

41

Assumptions:

Based on debt service aid pending more detailed analysis of ROD grant approvals

Debt service aid conservatively estimated at 34% (40% is fully funded)

25 year bonds at 3.75%

Construction phasing

Estimated Tax Impact

42

TotalEst. Yearly Tax Impact

Question 1Building envelopeHVAC (incl. A/C)Electrical service & distributionTelephone, pubic address, and clock systemsHMHS: A-wing crawl space/piping & program renovations

$44,707,495 $277.23

Question 2HMHS cafeteria expansion (in addition to Question 1)HMS classroom renovation

$5,017,947 $40.78

Question 3Track and stadium upgrades

$1,437,500 $11.58

Totals $51,162,942 $329.59

Future Work

Buildings components and systems continue to age!

“New” 1990 and 2001 additions are 15-25 years old.

In 10 years, most existing classroom A/C units will be past life cycle expectancy.

Referendum limited to current critical operational and program needs to maintain safe and appropriate accommodations and building integrity

Potential future work may address 21st century educational needs

Radnor Field drainage

Tatem driveway

Football stadium lighting43

Preserving Our Facilities Investment

Hiring of additional part-time facilities administrative staff

Budgeting for yearly professional inspection of each school building on a rotating basis

44

January 2016 target to allow work to begin Summer 2016

October Scope of work and referendum structure approved by HBOEProject applications submitted to the DOE (assumes the DOE will waive 90-day project review)

November 27 Notice to County Board of Elections(60 days prior to referendum required)

January 26 Referendum

(Construction schedule determined after award.)

Proposed Pre-Referendum Schedule

45

Public Comments Welcomed

Haddonfield Public School District

46

october 1 referendum presentation haddonfield boe

Government & Nonprofit