haddonfield facilities overview

Facilities Condition Assessment

and

Referendum

Long Range Planning Committee

Facilities Condition Assessment

Kick-started by 2013 ROD grant availability

Ongoing analysis by Becica Associates Building envelope Mechanical and electrical systems Technology, security, and communications systems

2002

20022005

1964

1947

1890

1964

A

B

C

D

E

F

G

H

I

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K

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NP

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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


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

Drawing Number:

Drawing Title:

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

DescriptionRevisions# Date

Drawn by: Checked by:

15HPS00001

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& Roof LegendExisting Roof Plan

SABRS

EXISTING ROOF PLAN1 1/16" = 1'-0"

PARAPET REPAIR / RE-CONSTRUCTION

STONE COPING REPAIR

CAST STONE REPAIR

BRICK MASONRY REPLACEMENT

BRICK MASONRY REPAIR

WOOD REPAIR / REPLACEMENT

WOOD CORNICE REPAIR/ RESTORATION

ROOF REPLACEMENT

REPLACE WINDOWS

ROOF LEGEND

BLDG. YEAR ROOF AREA MANUF. INSTALLER MATERIALWARRANTYDATE/ YEARINSTALLED

GUARANTEEDURATION NOTES

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.

Building Envelope Condition Assessment

Initiated January 2015

Review of construction document archive

Site visits to assess roofing, wall assemblies, fenestration

Evaluation based on: Industry standards Safety Energy efficiency Material damages and deterioration Defects


Major issues throughout:

Damaged masonry and eroding mortar joints, including open cracks allowing water penetration

Stability issues – masonry walls, stone elements, parapets

Corroded embedded steel

Deteriorating wood trim with peeling paint

Problem roof areas


Elizabeth Haddon

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


ROOF LEGEND - ELIZABETH HADDON ELEMENTARY



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


WOOD /SOFFIT REPAIR / REPLACEMENT

ROOF REPAIR

REPLACE WINDOWS

Drawing Number:

Drawing Title:

Project Number:

Set Issue:

Preliminary

Issue Date: April 9, 2015




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A-2.1

EXISTING ROOF PLAN

SABRS

191319521963

19892002

2002


Elizabeth Haddon

Deteriorated masonry, lintels, and mortar

1990

1913

1952

1963


Elizabeth Haddon

Damaged cornice

1952


Elizabeth Haddon

Deteriorating wood soffits and trim

1913

1963


Elizabeth Haddon

Roof drainage and flashing issues


J Fithian Tatem

1923

F

199019542002

HG

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FOUNDATION WALLWATERPROOFING(BELOW GRADE)

STEEL LINTELRESTORATION

REPLACE WINDOWSTOTAL = 1,730 SF ±


EXTERIOR MASONRYWALL REPLACEMENTAND RESTORATION


Drawing Number:

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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


J Fithian Tatem

Deteriorated masonry, lintels, and mortar


J Fithian Tatem

Emergency Conditions

1923

F

199019542002

HG

B A

E D

C







1990


J Fithian Tatem


1923

F

199019542002

HG

B A

E D

C







1954


J Fithian Tatem


1923

F

199019542002

HG

B A

E D

C







1923


J Fithian Tatem

Roof and flashing issues

1990


Central + Middle BOE

2002

20022005

1964

1947

1890

1964

A

B

C

D

E

F

G

H

I

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K

L

M

NP

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ST

COURTYARD

D

39 LF STONE COPINGWITH CAST STONE

PARAPET WALL FINISH



527 LF OF SHINGLEROOF EDGE WITHCAST STONECORNICE/ INTEGRALGUTTER


WOOD FASCIA/SOFFIT


WOOD FASCIA/SOFFIT AND METAL

GUTTER

44 LF OF METALCOPING AND BRICKPARAPET WALL

13 LF OF STONECOPING AND BRICKPARAPET 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

Drawing Number:

Drawing Title:

Sign

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Prel

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Issue Date:




15HPS00001

April 7, 2015

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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



Damaged and eroded masonry and mortar joints

1890

1947



Damaged and potentially unstable cast stone cornice gutter and coping

1947

1964 19641947



Cast stone lintel and sill issues



Deteriorating wood trim

1947


HMHS

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

B

1926

C

D

G

F

E

H

IJ K

2005

L

N

M

O

P

Q

1955

R

1955 S

T

U

V

1967

1926

19261971

1971

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


HMHS

Deteriorating masonry, lintels, and cast stone elements

1926


HMHS

B Gym Structural Issues

1955


HMHS

Roof and flashing issues


HMHS

Interior Water Damage

Emergency Masonry Investigations and Repairs

Removal or reattachment of loose masonry

Tatem – 1923 entrance, 1990 entrance (temporarily stabilized), 1952 rear wall reconstruction

HMHS – B Gym walls, chimney

Contractor: Joseph Dugan, Inc.Estimated Cost: 1923 entrance $ 151,000.00

1952 rear wall $ 472,400.00HMHS B Gym ?

Other Infrastructure Considerations

Heating Plant

Air- Conditioning

Electrical service and distribution

Special Systems: Public address, security, clock, etc.

Finishes

Exterior building access / site upgrades

Stadium

Capacity and Educational Adequacy Issues

Inadequate number of classrooms

Lack of classroom parity within a school

Non-FES compliant in grades K-8 (inadequate SF/student)

New curriculum demands in HS

The Next Step

Referendum

Facilities Challenges

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 Varying educational conditions

Nixon

Central

Proposed Approach

Maintain existing buildings:

No demolition

No new construction

Reinvestment commitment

Long-term plan for coordinated renewal

Referendum Objectives

Infrastructure:

Upgrade essential building systems with operational issues, prioritizing repair over replacement depending upon life cycle expectancy and impact of other work.

Capacity and Educational Adequacy:

Maximize use of existing square footage, considering wall reconfiguration to create additional classroom space.

Address disparate educational conditions within schools, updating older/outdated classrooms and providing air-conditioning.

Possible HMHS A-wing major renovation/renewal.

Funding

Combination ROD Grants and Debt Service Aid

Yearly grant assessment fee approximates debt service reduction

ROD grants

Total award = $6,933,500

Grant limited to approved work with minor scope adjustments

Need to secure local share by June 2016

Debt Service Aid

All renovation work fully eligible except for stadiums, swimming pools, and select site upgrades for sports

Approved ROD GrantsHaddon Tatem Central/MS HMHS

Site upgrades – sidewalks, ramps, etc. X X X X

Exterior trim upgrades X X

Exterior door replacement X X

Select roof, masonry, window repair/replacement X X X

HVAC upgrades X X X X

Electrical service/distribution upgrades X X X

Security enhancements X X X X

New emergency generator X

PA system upgrade X X X

Gym sound system upgrade X

Clock and phone system upgrades X X X X

Fire alarm system replacement X

Technology infrastructure upgrades X X X X

New ADA compliant water coolers X X X X

Toilet room upgrades X

State Share $1,409,500 $545,750 $1,443,750 $3,534,500

Referendum Schedule

December 2015

Referendum?

December Referendum

Ambitious schedule!

September 4 Scope of work approved by BOE1 month to reach consensus on scope of work; 3 weeks for Becica to complete project application

September 25 Project application to the DOE 2 week review; allowed 60 days by law

October 9 Notice to County Clerk60 days prior to referendum required

December 8 Referendum

Referendum Strategy

Unanimous BOE support

Low profile role for BOE and district administrators

Use professionals to educate support groups and community

Form community referendum task force

Focus on “yes” votes and undecided

Involve staff

Next Steps

Feasible referendum date

Retain consultants

Determine general objectives

Balance educational objectives with infrastructure needs

Prioritize work

Referendum structure

Challenges