haddonfield facilities overview
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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
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
470 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
217 LF OF STONECOPING WITH BRICKPARAPET WALL
98 LF OF METALCOPING WITH EIFSPARAPET WALL
12 LF OF STONECOPING WITH BRICKPARAPET WALL
78 LF OF STONECOPING WITH BRICKPARAPET WALL
34 LF OF STONECOPING WITH BRICKPARAPET WALL
38 LF OF METALCOPING WITH EIFSPARAPET WALL
27 LF OF METALCOPING WITH EIFSPARAPET WALL
205 LF OF STONECOPING WITH BRICKPARAPET WALL
122 LF OF STONECOPING WITH BRICKPARAPET WALL
309 LF OF STONECOPING WITH BRICKPARAPET WALL
29 LF OF METALCOPING WITH EIFSPARAPET WALL
51 LF OF STONECOPING WITH BRICKPARAPET WALL
356 LF OF STONECOPING WITH BRICKPARAPET WALL
22 LF OF METALCOPING WITH EIFS
PARAPET WALL
22 LF OF STONECOPING WITH BRICKPARAPET 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
470 LF OF STONECOPING WITH BRICKPARAPET WALL
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
atur
e/D
ate
Project Number:
Prel
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ary
Bui
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Set Issue:
Schematic
STE
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A, R
.A. N
.J.A
I 21A
I011
3760
0
Issue Date:
Contractor shall check and verify allconditions and dimensions at the sitebefore proceeding with this work.
DescriptionRevisions# Date
Drawn by: Checked by:
15HPS00001
April 7, 2015
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24G
A28
022
600
A-2.1
& 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
Building Envelope Condition Assessment
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
Building Envelope Condition Assessment
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
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.
2 PLY MOD.BITUMEN 2012 ? 5 104
1913 D GARLAND COFFEYBROS.
2 PLY MOD.BITUMEN 2012 ? 5 347
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:
Drawing Title:
Project Number:
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:
Sign
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e/D
ate
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15HPS00001
A-2.1
EXISTING ROOF PLAN
SABRS
191319521963
19892002
2002
Building Envelope Condition Assessment
Elizabeth Haddon
Deteriorated masonry, lintels, and mortar
1990
1913
1952
1963
Building Envelope Condition Assessment
Elizabeth Haddon
Damaged cornice
1952
Building Envelope Condition Assessment
Elizabeth Haddon
Deteriorating wood soffits and trim
1913
1963
Building Envelope Condition Assessment
Elizabeth Haddon
Roof drainage and flashing issues
Building Envelope Condition Assessment
J Fithian Tatem
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
Drawing Number:
Drawing Title:
Sign
atur
e/D
ate
Project Number:
Prel
imin
ary
Bui
ldin
g E
nvel
ope
Con
diti
on A
sses
smen
t at
J. F
ithi
an T
atem
Ele
men
tary
Sch
ool
One
Glo
ver
Ave
, Had
donf
ield
, New
Jer
sey
0803
3fo
r th
e
Had
donf
ield
Boa
rd o
f Edu
cati
on1
Linc
oln
Ave
, Had
donf
ield
, New
Jer
sey
0803
3
Set Issue:
Schematic
STE
VE
N A
. BE
CIC
A, R
.A. N
.J.A
I 21
AI0
1137
600
Issue Date:
Contractor shall check and verify allconditions and dimensions at the sitebefore proceeding with this work.
DescriptionRevisions# Date
Drawn by: Checked by:
15HPS00001
April 7, 2015
BE
CIC
A A
SSO
CIA
TES
LLC
Arc
hite
ctur
e/E
ngin
eeri
ng50
0 So
uth
Kin
gs H
ighw
ayC
herr
y H
ill, N
ew J
erse
y 08
034
P: 8
56.7
95.1
180
F: 8
56.3
54.6
367
W:
ww
w.b
ecic
a.co
mN
J C
erti
fica
tes
of A
utho
riza
tion
: Arc
hite
ctur
e - 2
1AC
0002
7100
/ E
ngin
eeri
ng-
24G
A28
022
600
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
BLDG. YEAR ROOF AREA MANUF. INSTALLER MATERIALWARRANTYDATE/ YEARINSTALLED
GUARANTEEDURATION NOTES
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 Condition Assessment
J Fithian Tatem
Deteriorated masonry, lintels, and mortar
Building Envelope Condition Assessment
J Fithian Tatem
Emergency Conditions
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
1990
Building Envelope Condition Assessment
J Fithian Tatem
Emergency Conditions
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
1954
Building Envelope Condition Assessment
J Fithian Tatem
Emergency Conditions
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
1923
Building Envelope Condition Assessment
J Fithian Tatem
Roof and flashing issues
1990
Building Envelope Condition Assessment
Central + Middle BOE
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
470 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
217 LF OF STONECOPING WITH BRICKPARAPET WALL
98 LF OF METALCOPING WITH EIFSPARAPET WALL
12 LF OF STONECOPING WITH BRICKPARAPET WALL
78 LF OF STONECOPING WITH BRICKPARAPET WALL
34 LF OF STONECOPING WITH BRICKPARAPET WALL
38 LF OF METALCOPING WITH EIFSPARAPET WALL
27 LF OF METALCOPING WITH EIFSPARAPET WALL
205 LF OF STONECOPING WITH BRICKPARAPET WALL
122 LF OF STONECOPING WITH BRICKPARAPET WALL
309 LF OF STONECOPING WITH BRICKPARAPET WALL
29 LF OF METALCOPING WITH EIFSPARAPET WALL
51 LF OF STONECOPING WITH BRICKPARAPET WALL
356 LF OF STONECOPING WITH BRICKPARAPET WALL
22 LF OF METALCOPING WITH EIFS
PARAPET WALL
22 LF OF STONECOPING WITH BRICKPARAPET 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
470 LF OF STONECOPING WITH BRICKPARAPET WALL
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
atur
e/D
ate
Project Number:
Prel
imin
ary
Bui
ldin
g E
nvel
ope
Con
diti
on A
sses
smen
t at
Cen
tral
Ele
men
tary
Sch
ool
3 Li
ncol
n A
ve, H
addo
nfie
ld, N
ew J
erse
y 08
033
for
the
Had
donf
ield
Boa
rd o
f Edu
cati
on1
Linc
oln
Ave
, Had
donf
ield
, New
Jer
sey
0803
3
Set Issue:
Schematic
STE
VE
N A
. BE
CIC
A, R
.A. N
.J.A
I 21
AI0
1137
600
Issue Date:
Contractor shall check and verify allconditions and dimensions at the sitebefore proceeding with this work.
DescriptionRevisions# Date
Drawn by: Checked by:
15HPS00001
April 7, 2015
BE
CIC
A A
SSO
CIA
TES
LLC
Arc
hite
ctur
e/E
ngin
eeri
ng50
0 So
uth
Kin
gs H
ighw
ayC
herr
y H
ill, N
ew J
erse
y 08
034
P: 8
56.7
95.1
180
F: 8
56.3
54.6
367
W:
ww
w.b
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A-2.1
& 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.
1890
1947
1964
2002
2002
Building Envelope Condition Assessment
Central + Middle BOE
Damaged and eroded masonry and mortar joints
1890
1947
Building Envelope Condition Assessment
Central + Middle BOE
Damaged and potentially unstable cast stone cornice gutter and coping
1947
1964 19641947
Building Envelope Condition Assessment
Central + Middle BOE
Cast stone lintel and sill issues
Building Envelope Condition Assessment
Central + Middle BOE
Deteriorating wood trim
1947
Building Envelope Condition Assessment
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
71 LF CAST STONEBRICK PARAPET
71 LF CAST STONEBRICK PARAPET
153 LF CAST STONEBRICK PARAPET
117 LF CAST STONEBRICK PARAPET
207 LF CAST STONEBRICK PARAPET
31 LF CAST STONEBRICK PARAPET
358 LF CAST STONEBRICK PARAPET
145 LF CAST STONEBRICK PARAPET
63 LF METAL
63 LF METALGUTTER
782 LF CAST STONEBRICK PARAPET
78 LF CAST STONEBRICK PARAPET
106 LF CAST STONECAST STONE &
BRICK PARAPET
CAST STONEPARAPET ANDFACADE ATENTRANCE
LIMESTONE PARAPET ANDFACADE STAINING
81 LF METAL
34 LF METAL
100 LF CAST STONEBRICK PARAPET
37 LF CAST STONEBRICK PARAPET
112 LFMETAL
112 LFMETAL
70 LF CAST STONEBRICK PARAPET
A
B
1926
C
D
G
F
E
H
IJ K
2005
L
N
M
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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
Drawing Number:
Drawing Title:
Sign
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Project Number:
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Set Issue:
Schematic
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Issue Date:
Contractor shall check and verify allconditions and dimensions at the sitebefore proceeding with this work.
DescriptionRevisions# Date
Drawn by: Checked by:
15HPS00001
April 7, 2015
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A-2.1
& Roof LegendExisting Roof Plan
SABRS
EXISTING ROOF PLAN1 1/16" = 1'-0"
ROOF LEGEND2 NOT TO SCALE
ROOF LEGEND
BLDG. YEAR ROOF AREA MANUF. INSTALLER MATERIALWARRANTYDATE/ YEARINSTALLED
GUARANTEEDURATION NOTES
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 REPLACEMENT
BRICK MASONRY AND COPING REPAIR
ROOF REPLACEMENT
CLEAN PREP AND RECOAT CONC. FOUNDATION WALL
1926
197119551967 1971
Building Envelope Condition Assessment
HMHS
Deteriorating masonry, lintels, and cast stone elements
1926
Building Envelope Condition Assessment
HMHS
B Gym Structural Issues
1955
Building Envelope Condition Assessment
HMHS
Roof and flashing issues
Building Envelope Condition Assessment
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
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