Proposed Referendum Update October 1, 2015

Transcription

Haddonfield Public School District
Proposed Referendum Update
October 1, 2015
Facilities Condition Assessment Background
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
2
September 10, 2015 BOE Meeting
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/
3
Facilities Condition Assessment Background

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
4
Pre-Referendum Consultants
 Architecture and Engineering Services: Becica Associates
Vendor and other District Consultants:
Mechanical, Electrical, and Plumbing Engineers: Wick Fisher White
HVAC: Mack Industries, Concord Engineering Group
Roof: Manufacturer representatives from Garland, Siplast, Carlisle
Chimneys: AAA Chimney Corp
Masonry Exploration and Restoration: Dugan Masonry
 Cost Estimator: Preferred Construction Management
 Bond Counsel: Parker McCay P.A.
5
Pre-Referendum Consultants
Becica Associates
Architecture + Engineering
Cherry 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
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 scope
7
Facilities Challenges
 Building age
 Multiple additions
 Patchwork upgrades and varying educational conditions
 Limited capital reserve – 2% cap on yearly budget increase
MS
HMHS
Haddon
HMHS
MS
Haddon
Haddon
Tatem
1913
192326
Taft
Coolidge
HMHS
Tatem
Tatem
Haddon
Central
Central
Tatem
Haddon
Central
1947-52
1954-55
1963
1964
1971
1989-90
2002-05
Kennedy
Johnson
Nixon
GH Bush
GW Bus
8
h
Truman Eisenhower
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
How did this happen?
“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
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
Long Range Planning Committee
Referendum Scope of Work
Considerations
?
15
Key Referendum Regulations
 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.
16
Need for a Referendum
 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
17
Proposed Haddon Scope of Work
NOTES:
WARRANTY
DATE/ YEAR
INSTALLED
GUARANTEE
DURATION
1913
A
?
?
ASPHALT
SHINGLES
2000
?
NOTES
APPROX.
AREA (SF)
MASONRY AND CORNICE RESTORATION
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 // FIRESTONE
FASTENERS, 4" HEAVY DUTY. 16 PER BOARD. TOP LAYER = FIBERTOP WOODFIBER - 1" THICK // MILLENNIUM ADHESIVE. (500 SF IS GETTING
1.5 ISO AND TAPERED PERLITE ATTACHED WITH MILLENNIUM ADHESIVE) EPDM LSFR - 060
BRICK MASONRY REPLACEMENT
WOOD /SOFFIT REPAIR / REPLACEMENT
4,052
2. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 2 PLY , 1" HD FIBERBOARD, 1/4" FT TAPERED INSULATION, 1/4" SLOPED METAL
DECK.
ROOF REPAIR
REPLACE WINDOWS
1913
B
GARLAND
COFFEY
BROS.
2 PLY MOD.
BITUMEN
2012
?
5
2175
3. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 2 PLY , 1" HD FIBERBOARD, 1/4" FT TAPERED INSULATION, FLAT METAL DECK
1913
C
GARLAND
COFFEY
BROS.
2 PLY MOD.
BITUMEN
2012
?
5
104
4. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) 2 PLY IN COLD , 1/2"RECOVERY BOARD ,2" INSULATION, MECH ATTACHED
ON SLOPED METAL DECK.
1913
D
GARLAND
COFFEY
BROS.
2 PLY MOD.
BITUMEN
2012
?
5
347
1952
E
GARLAND
COFFEY
BROS.
2 PLY MOD.
BITUMEN
2012
?
5
2,863
1952
F
GARLAND
COFFEY
BROS.
2 PLY MOD.
BITUMEN
2012
?
5
1963
G
?
?
ASPHALT
SHINGLES
?
?
1963
H
FIRESTONE
?
EPDM
9/5/2005
20 YEARS
1
1963
H-1
FIRESTONE
?
EPDM
9/5/2005
20 YEARS
1
5. DATA SOURCE: CHRIS GALLAGHER OF THE GARLAND COMPANY INC (MARCH 5, 2015.) 2 PLY MODIFIED BITUMEN ROOF SYSTEM WITH
MINERAL CAP SHEET IN COLD ADHESIVE.
1,033
1,681
1,275
26
J
FIRESTONE
?
EPDM
9/5/2005
20 YEARS
1
K
SIPLAST
J. STROBER
2 PLY MOD.
BITUMEN
10/2/2002
20 YEARS
2
2002
L
SIPLAST
J. STROBER
2 PLY MOD.
BITUMEN
10/2/2002
20 YEARS
3
2002
M
SIPLAST
J. STROBER
2 PLY MOD.
BITUMEN
10/2/2002
20 YEARS
4
J. STROBER
2 PLY MOD.
BITUMEN
10/2/2002
20 YEARS
3
1989 2002
879
2002 1989
1989
1963
D
L
F
H1
H
2002
1913
B
OPEN COURT
C
G
1 Lincoln Ave, Haddonfield, New Jersey 08033
2002
J
K
Haddonfield Board of Education
2002
for the
N
M
501 West Redman Ave, Haddonfield, New Jersey 08033
SIPLAST
Elizabeth Haddon Elementary School
N
6,195
Preliminary Building Envelope Condition Assessment at
2002
1,156
1,434
Signature/Date
1989
2002
5,796
NJ Certificates of Authorization: Architecture - 21AC00027100 / Engineering- 24GA28022600
MATERIAL
STEVEN A . BECICA, R.A. N.J.AI 21AI01137600
INSTALLER
Architecture/Engineering
MANUF.
BECICA ASSOCIATES LLC
ROOF AREA
500 South Kings Highway
Cherry Hill, New Jersey 08034
P: 856.795.1180
F: 856.354.6367
W: www.becica.com
ROOF LEGEND - ELIZABETH HADDON ELEMENTARY
BLDG. YEAR
Contractor shall check and verify all
conditions and dimensions at the site
before proceeding with this work.
1963
Revisions
Date
#
E
Description
A
1952
1913
Set Issue:
Preliminary
Issue Date:
April 9, 2015
Drawing Title:
EXISTING ROOF PLAN
1963 1952
1952 1913
Drawn by:
Checked by:
RS
SAB
Project Number:
15HPS00001
Drawing Number:
1
EXISTING ROOF PLAN
3/32" = 1'-0"
A-2.1
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
ROOF REPAIR
ROOF LEGEND - TATUM ELEMENTARY
WARRANTY
DATE/ YEAR
INSTALLED
GUARANTEE
DURATION
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
?
ROOF REPLACEMENT
STEEL LINTEL REPAIR
REPLACE WINDOWS
EXTERIOR MASONRY WALL
REPLACEMENT AND RESTORATION
FOUNDATION WALL WATER
PROOFING
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 ATTACHED
ON 1/4" SLOPED METAL DECK.
1990
A
C
Revisions
Date
#
STEEL LINTEL
RESTORATION
2002
FOUNDATION WALL
WATERPROOFING
(BELOW GRADE)
1954
REPLACE WINDOWS
TOTAL = 1,730 SF ±
1923
EXTERIOR MASONRY
WALL REPLACEMENT
AND RESTORATION
1990
Description
Set Issue:
Schematic
Issue Date:
April 7, 2015
Drawing Title:
Existing Roof Plan
& Roof Legend
Drawn by:
Checked by:
RS
Project Number:
15HPS00001
Drawing Number:
1
EXISTING ROOF PLAN
3/32" = 1'-0"
1923
D
B
E
for the
1954
F
REPLACE WINDOWS
TOTAL = 1,730 SF ±
J. Fithian Tatem Elementary School
2002
EXTERIOR MASONRY
WALL REPLACEMENT
AND RESTORATION
One Glover Ave, Haddonfield, New Jersey 08033
H
G
Signature/Date
3. DATA SOURCE: CHRIS RUMSY OF COMMERCIAL ROOFING SOLUTIONS, LLC (CARLISE REP), WOOD ROOF DECK, EXISTING ROOF SLOPE IS
1/8" PER FT OF STRUCTURAL SLOPE. FULLY ANCHORED 60 MIL, NON-REINFORCED 1-1/2" POLYISO, 1/2" WOOD FIBER W/ PLATES
A-2.1
SAB
MATERIAL
INSTALLER
MANUF.
P: 856.795.1180
F: 856.354.6367
W: www.becica.com
ROOF AREA
BLDG. YEAR
 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
REPLACE WINDOWS
ROOF LEGEND
WOOD REPAIR / REPLACEMENT
13 LF OF STONE
COPING AND BRICK
PARAPET WALL
C
REPLACE WINDOWS
TOTAL = 856 SF
REPLACE WINDOWS
2002
1947
12 LF OF STONE
COPING WITH BRICK
PARAPET WALL
78 LF OF STONE
COPING WITH BRICK
PARAPET WALL
217 LF OF STONE
COPING WITH BRICK
PARAPET WALL
D
1947
L
34 LF OF STONE
COPING WITH BRICK
PARAPET WALL
?
?
EPDM
?
?
?
?
MODIFIED
BITUMEN
2000?
?
85
1947 / 1964
D
?
?
ASPHALT
SHINGLES
2000?
?
13,778
1964
E
SIPLAST
PATRIOT
ROOFING
2 PLY MOD.
BITUMEN
9/5/2005
20 YEARS
F
2002
PATRIOT
ROOFING
2 PLY MOD.
BITUMEN
9/5/2005
20 YEARS
1
1,681
PATRIOT
ROOFING
2 PLY MOD.
BITUMEN
9/5/2005
20 YEARS
1
6,922
SIPLAST
1
5,499
2 PLY MOD.
BITUMEN
9/5/2005
20 YEARS
1
7,870
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
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
N
SIPLAST
BROWN &
GUARINO
2 PLY MOD.
BITUMEN
8/22/2002
20 YEARS
2
506
130
2002
Q
SIPLAST
BROWN &
GUARINO
2 PLY MOD.
BITUMEN
8/22/2002
20 YEARS
2
2002
Q1
SIPLAST
BROWN &
GUARINO
2 PLY MOD.
BITUMEN
8/22/2002
20 YEARS
2
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
79
1964
K
Q
22 LF OF METAL
COPING WITH EIFS
PARAPET WALL
R
REPLACE WINDOWS
COURTYARD
'Q' & 'Q1' TOTAL 51 LF
OF STONE COPING
WITH BRICK PARAPET
WALL
51 LF OF STONE
COPING WITH BRICK
PARAPET WALL
22 LF OF STONE
COPING WITH BRICK
PARAPET WALL
1964
29 LF OF METAL
COPING WITH EIFS
PARAPET WALL
I
Q1
356 LF OF STONE
COPING WITH BRICK
PARAPET WALL
N
122 LF OF STONE
COPING WITH BRICK
PARAPET WALL
G
F
Revisions
Date
#
H
470 LF OF STONE
COPING WITH BRICK
PARAPET WALL
470 LF OF STONE
COPING WITH BRICK
PARAPET WALL
Description
Set Issue:
Schematic
T
E
30 SF OF CAST STONE WINDOW HEAD
18 SF OF CAST STONE DOOR TRIM
9 LF OF CAST STONE ORNAMENTAL HEAD
DOOR TRIM
50 SF CAST STONE PANELS AND
ORNAMENTAL TRIM AT PARAPET.
25 LF OF ORNAMENTAL TOP OF PARAPET
1/16" = 1'-0"
20 YEARS
PATRIOT
ROOFING
PATRIOT
ROOFING
D
EXISTING ROOF PLAN
9/5/2005
SIPLAST
SIPLAST
for the
J
REPLACE WINDOWS
TOTAL = 1,786 SF
1
2 PLY MOD.
BITUMEN
J
K
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 PLY
MODIFIED BITUMEN ROOFING IN POLYURETHANE ADHESIVE.
27 LF OF METAL
COPING WITH EIFS
PARAPET WALL
38 LF OF METAL
COPING WITH EIFS
PARAPET WALL
2005
PATRIOT
ROOFING
1964
1964
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 MECHANICALLY
ATTACHED- SIMULTANEOUSLY) WITH 2 PLY MODIFIED BITUMEN (20 EG & 30 FR SHEETS) IN COLD ADHESIVE.
98 LF OF METAL
COPING WITH EIFS
PARAPET WALL
P
39 LF STONE COPING
WITH CAST STONE
PARAPET WALL FINISH
14,060
PATRIOT
ROOFING
SIPLAST
SIPLAST
64 LF OF SHINGLE
ROOF EDGE WITH
WOOD FASCIA/
SOFFIT
145 SF CAST STONE PANELS &
ORNAMENTAL DOOR HEAD
50 SF CAST STONE PANELS AND
ORNAMENTAL TRIM AT PARAPET.
100 SF OF CAST STONE WINDOW
TRIMS
1
SIPLAST
G
H
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 HOT
ASPHALT 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 MODIFIED
BITUMEN ROOFING IN COLD ADHESIVE.
M
1964
2,867
1964
9/5/2005
20 YEARS
1
1964
I
2 PLY MOD.
BITUMEN
115
NOTES:
P1
527 LF OF SHINGLE
ROOF EDGE WITH
CAST STONE
CORNICE/ INTEGRAL
GUTTER
2,378
B
C
2002
REPLACE ALL WINDOWS
ON THIS ELEVATION,
INCLUDING BAY
WINDOWS, TOTAL = 4,616 SF
APPROX.
AREA (SF)
1947
1964
WOOD CORNICE REPAIR/ RESTORATION
ROOF REPLACEMENT
NOTES
Central Elementary School
B
?
1947?
1964
BRICK MASONRY REPAIR
44 LF OF METAL
COPING AND BRICK
PARAPET WALL
GUARANTEE
DURATION
?
WARRANTY
DATE/ YEAR
INSTALLED
Signature/Date
ASPHALT
SHINGLES
STEVEN A. BECICA, R.A. N.J.AI 21AI01137600
MATERIAL
?
CAST STONE REPAIR
1890
1890
INSTALLER
?
A
MANUF.
A
P: 856.795.1180
F: 856.354.6367
W: www.becica.com
STONE COPING REPAIR
ROOF AREA
1890
148 LF OF SHINGLE
ROOF EDGE WITH
WOOD FASCIA/
SOFFIT AND METAL
GUTTER
BLDG. YEAR
PARAPET REPAIR / RE-CONSTRUCTION
REPLACE WINDOWS
164 LF OF STONE
COPING WITH BRICK
PARAPET WALL
2002
Issue Date:
S
2002
309 LF OF STONE
COPING WITH BRICK
PARAPET WALL
205 LF OF STONE
COPING WITH BRICK
PARAPET WALL
170 SF, 51 LF OF CAST STONE ORNAMENTAL
90 SF OF CAST STONE JAMB / HEAD WINDOW TRIM
144 SF CAST STONE PANELS
April 7, 2015
Drawing Title:
Existing Roof Plan
& Roof Legend
Drawn by:
Checked by:
RS
SAB
Project Number:
15HPS00001
Drawing Number:
A-2.1
26
 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.
MS
CLASSROOM
177
840 SF
UPPER
MULTI-PURPOSE
UPPER
GYMNASIUM
ART
COMPUTERS
191
175
888 SF
1022 SF
LN/STOR.
88 SF
COURTYARD
MS
CLASSROOM
MS
CLASSROOM
161
MS
CLASSROOM
167
165
982 SF
594 SF
980 SF
STOR.
63 SF
CONF.
159
341 SF
READING
LAB
JAN.
62 SF
UPPER
AUDITORIUM
LAB
173
163
286 SF
 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.
GIRLS TOIL.
BOYS TOIL.
253 SF
261 SF
976 SF
STOR.
174 SF
MS
CLASSROOM
171
766 SF
30
Proposed HMHS Scope of Work
ROOF LEGEND
BLDG. YEAR
ROOF AREA
MANUF.
INSTALLER
MATERIAL
WARRANTY
DATE/ YEAR
INSTALLED
GUARANTEE
DURATION
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
SIPLAST
?
2 PLY MOD.
BITUMEN
2005
20
1
3,098
1,256
GARLAND
WINCHESTER
ROOFING CORP
BLACK MOD
BIT
2012
NONE
25,619
P
Q
R
S
T
U
V
350
?
?
2 PLY MOD.
BITUMEN
?
?
NEEDS TO BE
REPLACED
GARLAND
JOTTAN INC.
2 PLY MOD.
BITUMEN
2011
?
5
606
GARLAND
JOTTAN INC.
2 PLY MOD.
BITUMEN
2011
?
5
2,550
GARLAND
JOTTAN INC.
2 PLY MOD.
BITUMEN
2011
?
5
1,423
GARLAND
JOTTAN INC.
2 PLY MOD.
BITUMEN
2014
?
4, 6
GARLAND
JOTTAN INC.
2 PLY MOD.
BITUMEN
2011
?
5
6,418
SIPLAST
?
2 PLY MOD.
BITUMEN
2005
20
3
12,396
GARLAND
JOTTAN INC.
2 PLY MOD.
BITUMEN
2014
?
6
234
?
2 PLY MOD.
BITUMEN
SIPLAST
2005
?
SIPLAST
?
2 PLY MOD.
BITUMEN
2005
?
SIPLAST
?
2 PLY MOD.
BITUMEN
2005
20
50 LF
GUTTERS
E
1,042
195 LF
GUTTERS
C
3
594
2,819
71 LF
GUTTERS
71 LF CAST STONE
BRICK PARAPET
1926
100
H
NOTES:
2. INSTALLED OVER A METAL DECK WITH 2" MECH FASTENERS, 1/4" STRUCTURAL SLOPE, 2" POLYISO INSULATION AND, 1" WOOD
FIBERBOARD AND 2 PLY MODIFIED BITUMEN ROOFING IN HOT ASPHALT.
84 LF CAST STONE
BRICK PARAPET
D
2
4. 3" GYPSUM DECK W/ 1/8" TAPERED INSULATION, 1/2" COVER BOARD AND 2 PLY BUILT UP ROOF
1926
337 LF
GUTTERS
5. DATA SOURCE: CHRIS GALLAGHER OF GARLAND COMPANY, INC. (MARCH 5, 2015) 2 PLY MODIFIED BITUMEN WITH MINERAL
CAP SHEET IN HOT ASPHALT
27 LF METAL
OVER CAST STONE
71 LF
GUTTERS
195 LF
GUTTERS
50 LF
GUTTERS
G
1971
6. DATA SOURCE: CHRIS GALLAGHER OF GARLAND COMPANY, INC. (MARCH 5, 2015) 2 PLY MODIFIED BITUMEN WITH MINERAL
CAP SHEET IN COLD ADHESIVE.
STEEL LINTEL AND
BRICK MASONRY
REPAIR
112 LF
METAL
153 LF CAST STONE
BRICK PARAPET
117 LF CAST STONE
BRICK PARAPET
1926
P
1971
I
J
34 LF METAL
207 LF CAST STONE
BRICK PARAPET
S
31 LF CAST STONE
BRICK PARAPET
F
REPLACE ALL WINDOWS TOTAL
INCLUDING OUTSIDE
ELEVATIONS IS 10,010 S/F
71 LF CAST STONE
BRICK PARAPET
3. INSTALLED OVER A BARREL ROOF 1"WOOD DECK , 2 PLY GRANULAR FL. 20/30/40 IN COLD, 1" HD FIBERBOARD IN
ROOF
LEGEND
POLYURETHANE ADHESIVE, 2" POLYISO
INSULATION, MECHANICALLY FASTENED, 1/4" THERMAL BARRIER ROOF BOARD
NOT TO SCALE
(DENSDECK)
REPLACE WINDOWS
27 LF METAL
OVER CAST STONE
B
2
STEEL LINTEL REPAIR
AT WINDOWS AND
DOORS
112 LF
METAL
A
REPLACE ALL WINDOWS
TOTAL INCLUDING INSIDE COURTYARD ELEVATIONS IS 10,010 S/F
1. DATA SOURCE: FRANK DIPPOLITO OF SIPLAST (JAN. 21, 2015.) INSTALLED OVER A CONCRETE DECK WITH 1/4" STRUCTURAL
SLOPE, 2" POLYISO INSULATION AND, 1" WOOD FIBERBOARD SET IN HOT ASPHALT AND 2 PLY MODIFIED BITUMEN ROOFING IN
HOT ASPHALT.
1967 1955
149 LF
GUTTERS
Signature/Date
N
1926
ROOF REPLACEMENT
CLEAN PREP AND RECOAT CONC. FOUNDATION WALL
2005
150 LF
GUTTERS
1971
K
106 LF CAST STONE
CAST STONE &
BRICK PARAPET
78 LF CAST STONE
BRICK PARAPET
782 LF CAST STONE
BRICK PARAPET
358 LF CAST STONE
BRICK PARAPET
N
37 LF CAST STONE
BRICK PARAPET
145 LF CAST STONE
BRICK PARAPET
1967
V
1955
R
1,393
6
2
?
1955
1955
1967
?
2014
Q
1971
63 LF METAL
81 LF METAL
1955
1955
2005
2 PLY MOD.
BITUMEN
1955
?
JOTTAN INC.
P: 856.795.1180
F: 856.354.6367
W: www.becica.com
1971
SIPLAST
GARLAND
L
O
BRICK MASONRY AND COPING REPAIR
2 PLY MOD.
BITUMEN
for the
1971
1971
K
M
1971
1971
J
REPLACE WINDOWS
401 Kings Highway East, Haddonfield, New Jersey 08033
1971
I
STONE COPING REPAIR
2005
1971
H
PARAPET RE-CONSTRUCTION
APPROX.
AREA (SF)
Haddonfield Memorial High School
1926
NOTES
M
1971
63 LF METAL
GUTTER
Revisions
Date
#
Description
L
O
REPLACE WINDOWS
T
CAST STONE PANELS
AT WINDOWS
CAST STONE
PARAPET AND
FACADE AT
ENTRANCE
100 LF CAST STONE
BRICK PARAPET
REPLACE WINDOWS
70 LF CAST STONE
BRICK PARAPET
REPLACE WINDOWS
U
1955 1971
Set Issue:
Schematic
Issue Date:
STEEL LINTEL AND BRICK
MASONRY REPAIRS
April 7, 2015
Drawing Title:
STONE COPING AND PARAPET
WALL REPAIRS, TYPICAL
FOUNDATION WALL
COATING FAILURE
LIMESTONE PARAPET AND
FACADE STAINING
Existing Roof Plan
& Roof Legend
Drawn by:
Checked by:
RS
SAB
Project Number:
15HPS00001
Drawing Number:
1
EXISTING ROOF PLAN
1/16" = 1'-0"
A-2.1
31
 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 track
38
Estimated Costs
Haddon
Question 1
$2,661,267
Tatem
Central/
MS
HMHS
Total
$5,966,869 $6,660,160
$29,419,199
$44,707,495
$1,411,412
$3,606,535
$5,017,947
$1,437,500
$1,437,500
$34,463,234
$51,162,942
Building envelope
HVAC (incl. A/C)
Electrical service & distribution
Telephone, pubic address, and
clock systems
A-wing crawl space & select
piping
Program renovations at HMHS
Question 2
HMHS cafeteria expansion (in
addition to Question 1)
HMS classroom renovation
Question 3
Track and stadium upgrades
Totals
$2661,267
$5,996,869
$8,071,572
39
Estimated Costs
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.
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
Estimated Tax Impact
Question 1
Total
Est. Yearly
Tax Impact
$44,707,495
$277.23
Building envelope
HVAC (incl. A/C)
Electrical service &
distribution
Telephone, pubic address,
and clock systems
HMHS: A-wing crawl
space/piping & program
renovations
Question 2
 Based on debt service aid
pending more detailed
analysis of ROD grant
approvals
$5,017,947
$40.78
HMHS cafeteria expansion
(in addition to Question 1)
HMS classroom renovation
Question 3
 Debt service aid
conservatively estimated
at 34% (40% is fully
funded)
 25 year bonds at 3.75%
$1,437,500
$11.58
$51,162,942
$329.59
Track and stadium upgrades
Totals
Assumptions:
 Construction phasing
42
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 lighting
43
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
Proposed Pre-Referendum Schedule
January 2016 target
to allow work to begin Summer 2016
October
Scope of work and referendum structure
approved by HBOE
Project 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.)
45
Haddonfield Public School District
Public Comments Welcomed
46

Proposed Referendum Update October 1, 2015

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