mountainside board of education …solutions-arch.com/docs/plans/s_28.pdf · wire brush and coat...
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RAILING
SCUPPER BOXAND RWL
SCUPPER BOXAND RWL
RWL
SCUPPER BOXAND RWL
RAILING
RWL
RWL
RWL
SCUPPER BOX ANDRWL - DETAIL - 7/A.1.2
SCUPPER BOXAND RWL
SCUPPER BOXAND RWL
RWL
RWL
RAISED METAL EDGE - DETAIL 1/A.1.2
BASE FLASHING - DETAIL 2/A.1.2
GUTTER - DETAIL - 8/A.1.2
EXISTING UTILITY LINE
ROOF DRAIN AND 4x4 (MIN.) SUMP - DETAIL - 12/A.1.3
RAIN WATER LEADER/DOWNSPOUTRWL
MECHANICAL UNIT
EXHAUST FAN
VENT PIPE
RWL
RWL
RWL RWL
RWLRWL
RWL
INFILL - DETAIL - 10/A.1.3
EXPANSION JOINT - DETAIL - ROOF-TO-WALL 3/A.1.2 - ROOF-TO-ROOF 4/A.1.2
COPING CAP - DETAIL - 9/A.1.3
THROUGH WALL SCUPPER -DETAIL - 6/4.1.2
THROUGH WALL SCUPPER -DETAIL - 6/4.1.2
SHINGLE TIE-IN FLASHING - DETAIL - 5/A.1.2
LEGEND:
NEW SCUPPERBOX AND RWL
STRUCTURALLY SLOPED ROOF -INSTALL FLAT INSULATION - DETAIL 16/A.1.3
SCOPE OF WORK:
1. REPLACE ALL STRAINERS. CONTRACTOR TO ENSURE THAT ALL DRAINS ARE WORKING PROPERLY.
2 REMOVE EXISTING ROOFS AND INSULATION DOWN TO ORIGINAL WOOD, STEEL, OR TECTUM DECKING.
3. REMOVE BASE FLASHINGS AND WALL FLASHINGS AND WOOD NAILERS
4. CLEAN DECK FREE OF ALL DIRT AND DEBRIS.
5. DISPOSE OF WASTE PROPERLY AT OFF-SITE LOCATION.
6. INSPECT DECK FOR DEFICIENCIES AND REPLACE ANY DAMAGED, RUSTED, OR ROTTEN SECTIONS WITH LIKE.
7. REPLACE LEADERS AND PVC BOOTS. CAST IRON BOOTS ARE TO REMAIN.
8. REPLACE ALL SPLASH BLOCKS.
9. SCRAPE ALL EXISTING ROOF DRAINS.
10. WIRE BRUSH AND COAT EXISTING RAILINGS, GAS PIPING, AND FAN COVERS.
11. ANY UNUSED VENTS/FANS/SOIL STACKS ARE TO BE REMOVED AND DECKED OVER (SEE DETAIL 10/A.1.3). TOBE COORDINATED WITH OWNER.
12. REPLACE ALL EXISTING MECHANICAL ROOT TOP UNITS. COORDINATE WITH MECHANICAL DRAWINGS.
INSULATION INSTALLATION:
1. ON STEEL DECKS, MECHANICALLY ATTACH ISOCYANURATE INSULATION (AND TAPERED INSULATION WHEREINDICATED).
2. ON ALL DECKS, INSTALL (USING COLD INSULATION ADHESIVE) ¼” SECUREROCK COVER BOARD INSULATIONOVER SUBSTRATE.
MEMBRANE INSTALLATION:
1. STARTING AT LOW END OF ROOF, INSTALL 2-PLY, TRI-LAMINATE COMPOSITE PLY ROOFING MEMBRANE USINGCOLD ASPHALTIC BITUMEN AT A RATE OF 2.5 GALLONS PER SQUARE.
a.ROLL IN PLY SHEETS WITH 75-POUND WEIGHTED ROLLER.
2. STARTING AT LOW END OF ROOF, INSTALL 1-PLY, TRI-LAMINATE, MODIFIED BITUMINOUS, FIRE-RATED ROOFINGMEMBRANE CAP SHEET USING COLD ASPHALTIC BITUMEN AT A RATE OF 2.5 GALLONS PER SQUARE.
a. ROLL IN PLY SHEETS WITH 75-POUND WEIGHTED ROLLER.b. USING AN ELECTRIC, HOT-AIR WELDING MACHINE, HEAT WELD ALL LAPS.
3. AT PENETRATIONS, INSTALL NEW COPPER PITCH POCKETS, FILL WITH GROUT AND POUR-ABLE SEALER, ANDINSTALL COPPER CAPS/HOODS TO TOP OF PITCH POCKET:
a. STRIP OFF PITCH POCKETS WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASSREINFORCEMENT (6”) AND COVER WITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
4. INSTALL NEW 4 LB. LEAD AT ALL SOIL STACKS:a. STRIP IN LEAD FLANGES WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASSREINFORCEMENT (6”) AND COVER WITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
5. INSTALL NEW 4 LB. LEAD AT DRAINS:a. STRIP IN LEAD WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASS REINFORCEMENT (6”) ANDCOVER WITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
6. FLASH PARAPET, HVAC UNITS & FANS, AND ANY 90-DEGREE ANGLE:a. INSTALL CRICKETS BEHIND UNITS AS NEEDED.b. (FLASHING BACKER SHEET) INSTALL (USING COLD ASPHALTIC MASTIC) COMPOSITE PLY MEMBRANE AMINIMUM OF 8” UP VERTICAL SURFACE AND 4” ONTO FIELD OF ROOF.c. (FLASHING CAP SHEET) INSTALL (USING COLD ASPHALTIC MASTIC) CAP SHEET A MINIMUM OF 8” UPVERTICAL SURFACE AND 6” ONTO FIELD OF ROOF.
i. STAGGER THE JOINTS OF THE FLASHINGS A MINIMUM OF 6”.d. INSTALL TERMINATION BAR AND FASTENERS AT THE TOP OF THE BASE FLASHINGS.e. USING AN ELECTRIC, HOT-AIR WELDING MACHINE, HEAT WELD ALL VERTICAL FLASHING LAPS.
7. RE-USE EXISTING COPPER COUNTERFLASHING AND REPLACE WHERE NEEDED.
8. AT METAL EDGE, INSTALL NEW 050 ALUMINUM, FREE-FLOATING METAL EDGE SYSTEM WITH RAISED CANT.a. FOLLOW ANSI/SPRI ES-1 DETAILS TO COMPLY WITH REGIONAL CODE REQUIREMENTS.
FOR
AT
Consulting Engineer's Seal:
Architect's Seal:
DRAWING No.DRAWN BY:
DATE: SOLUTION No.
CHECKED BY:
SCALE:
No. DATE: COMMENTS:
As indicated
BEEC
HW
OO
D R
OO
F PL
AN
ROO
FIN
G A
ND
RTU
REP
LACE
MEN
TS
MO
UN
TAIN
SID
E BO
ARD
OF
EDU
CATI
ON
MO
UN
TAIN
SID
E, N
J
BEEC
HW
OO
D A
ND
DEE
RFIE
LD S
CHO
OLs
A.1.1
04/30/14
14.125
CR
AG
1/16" = 1'-0"1 BEECHWOOD ROOF PLAN
1 04/30/14 BID SETNOT FOR CONSTRUCTION
A BRAISED METAL EDGE - DETAIL - 1/A.2.3
BASE FLASHING - DETAIL - 2/A.2.3
EXPANSION JOINT - DETAIL - ROOF-TO-WALL 3/A.2.3 - ROOF-TO-ROOF 4/A.2.3
ROOF DRAIN AND 4x4 (MIN.) SUMP - DETAIL - 12/A.2.4
EXISTING UTILITY LINE
RAIN WATER LEADER/DOWNSPOUTRWL
MECHANICAL UNIT
EXHAUST FAN
VENT PIPE
RAILING
RWL RWL RWL
RWL
RWL
RWL RWL RWL RWL RWL
SCUP
PER
BOX
AND
RWL
GUTTER - DETAIL - 5/A.2.3
REMOVE RTU AND INFILL. COORDINATEWITH MECH. DWG - DETAIL - 7/A.2.3
SCUPPER BOXAND RWL
8
A.2.3
(TYP.)
8
A.2.3
(TYP.)
LEGEND:
SCUPPER BOXAND RWL
SCUPPER BOX - DETAIL - 6/A.2.3, TYP.
RWL
RWL
RWL
RWL
RWL
RWL
RWL
RWL
CAST
IRON
BOO
T
TO R
EMAI
N
UPPER ROOF
8
A.2.3
(TYP.)
8
A.2.3
(TYP.)
RWLRWL RWL
COURTYARD
SCUPPER BOXAND RWL
STRUCTURALLY SLOPED ROOF -INSTALL FLAT INSULATION - DETAIL - 16/A.2.4
UPPER ROOF PLAN
9
A.2.4
(TYP.)
9
A.2.4
(TYP.)
9
A.2.4
(TYP.)
9
A.2.4
(TYP.)
REMOVE SKYLIGHT AND INFILL - DETAIL - 7/A.2.3
SCOPE OF WORK:
1. REPLACE ALL STRAINERS. CONTRACTORS ARE TO ENSURE ALL DRAINS ARE WORKING PROPERLY.
2. REMOVE EXISTING ROOFS AND INSULATION DOWN TO ORIGINAL WOOD, STEEL, OR TECTUM DECKING.
3. REMOVE BASE FLASHINGS AND WALL FLASHINGS AND WOOD NAILERS.
4. CLEAN DECK FREE OF ALL DIRT AND DEBRIS.
5. DISPOSE OF WASTE PROPERLY AT OFF-SITE LOCATION.
6. INSPECT DECK FOR DEFICIENCIES AND REPLACE ANY DAMAGED, RUSTED, OR ROTTEN SECTIONS WITH LIKE.
7. REPLACE LEADERS AND PVC BOOTS. CAST IRON BOOTS ARE TO REMAIN.
8. REPLACE ALL SPLASH BLOCKS.
9. SCRAPE ALL EXISTING ROOF DRAINS.
10. WIRE BRUSH AND COAT EXISTING RAILINGS, GAS PIPING, AND FAN COVERS.
11. ANY UNUSED VENTS/FANS/SOIL STACKS ARE TO BE REMOVED AND DECKED OVER (SEE DETAIL 7/A.2.3). TO BE COORDINATEDWITH OWNER.
INSULATION INSTALLATION:
1. MECHANICALLY ATTACH TYPE II BASE SHEET TO WOOD AND TECTUM DECKS.
2. ON WOOD AND STEEL DECKS, MECHANICALLY ATTACH ISOCYANURATE INSULATION (AND TAPERED INSULATION WHEREINDICATED).
3. ON TECTUM DECKS, INSTALL (USING COLD INSULATION ADHESIVE) ISOCYANURATE INSULATION (AND TAPERED INSULATIONWHERE INDICATED).
4. ON ALL DECKS, INSTALL (USING COLD INSULATION ADHESIVE) ¼” SECUREROCK COVER BOARD INSULATION OVER SUBSTRATE.
MEMBRANE INSTALLATION:
1. STARTING AT LOW END OF ROOF, INSTALL 2-PLY, TRI-LAMINATE COMPOSITE PLY ROOFING MEMBRANE USING COLD ASPHALTICBITUMEN AT A RATE OF 2.5 GALLONS PER SQUARE.
a.ROLL IN PLY SHEETS WITH 75-POUND WEIGHTED ROLLER.
2. STARTING AT LOW END OF ROOF, INSTALL 1-PLY, TRI-LAMINATE, MODIFIED BITUMINOUS, FIRE-RATED ROOFING MEMBRANE CAPSHEET USING COLD ASPHALTIC BITUMEN AT A RATE OF 2.5 GALLONS PER SQUARE.
a. ROLL IN PLY SHEETS WITH 75-POUND WEIGHTED ROLLER.b. USING AN ELECTRIC, HOT-AIR WELDING MACHINE, HEAT WELD ALL LAPS.
3. AT PENETRATIONS, INSTALL NEW COPPER PITCH POCKETS, FILL WITH GROUT AND POUR-ABLE SEALER, AND INSTALL COPPERCAPS/HOODS TO TOP OF PITCH POCKET:
a. STRIP OFF PITCH POCKETS WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASS REINFORCEMENT (6”) ANDCOVER WITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
4. INSTALL NEW 4 LB. LEAD AT ALL SOIL STACKS:a. STRIP IN LEAD FLANGES WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASS REINFORCEMENT (6”) AND COVERWITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
5. INSTALL NEW 4 LB. LEAD AT DRAINS:a. STRIP IN LEAD WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASS REINFORCEMENT (6”) AND COVER WITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
6. FLASH PARAPET, HVAC UNITS & FANS, AND ANY 90-DEGREE ANGLE:a. INSTALL CRICKETS BEHIND UNITS AS NEEDED.b. (FLASHING BACKER SHEET) INSTALL (USING COLD ASPHALTIC MASTIC) COMPOSITE PLY MEMBRANE A MINIMUM OF 8” UPVERTICAL SURFACE AND 4” ONTO FIELD OF ROOF.c. (FLASHING CAP SHEET) INSTALL (USING COLD ASPHALTIC MASTIC) CAP SHEET A MINIMUM OF 8” UP VERTICALSURFACE AND 6” ONTO FIELD OF ROOF.
i. STAGGER THE JOINTS OF THE FLASHINGS A MINIMUM OF 6”.d. INSTALL TERMINATION BAR AND FASTENERS AT THE TOP OF THE BASE FLASHINGS.e. USING AN ELECTRIC, HOT-AIR WELDING MACHINE, HEAT WELD ALL VERTICAL FLASHING LAPS.
7. RE-USE EXISTING COPPER COUNTERFLASHING AND REPLACE WHERE NEEDED.
8. AT METAL EDGE, INSTALL NEW 050 ALUMINUM, FREE-FLOATING METAL EDGE SYSTEM WITH RAISED CANT.a. FOLLOW ANSI/SPRI ES-1 DETAILS TO COMPLY WITH REGIONAL CODE REQUIREMENTS.
FOR
AT
Consulting Engineer's Seal:
Architect's Seal:
DRAWING No.DRAWN BY:
DATE: SOLUTION No.
CHECKED BY:
SCALE:
No. DATE: COMMENTS:
As indicated
DEE
RFIE
LD R
OO
F PL
AN
A
ROO
FIN
G A
ND
RTU
REP
LACE
MEN
TS
MO
UN
TAIN
SID
E BO
ARD
OF
EDU
CATI
ON
MO
UN
TAIN
SID
E, N
J
BEEC
HW
OO
D A
ND
DEE
RFIE
LD S
CHO
OLs
A.2.1
04/30/14
14.125
CR
AG
1/16" = 1'-0"1 DEERFIELD ROOF PLAN A
1 04/30/14 BID SETNOT FOR CONSTRUCTION
A B
B
C
RAISED METAL EDGE - DETAIL - 1/A.2.3
BASE FLASHING - DETAIL - 2/A.2.3
EXPANSION JOINT - DETAIL - ROOF-TO-WALL 3/A.2.3 - ROOF-TO-ROOF 4/A.2.3
REMOVE SKYLIGHT AND INFILL - DETAIL - 7/A.2.3
ROOF DRAIN WITH 4x4 (MIN.) SUMP - DETAIL - 12/A.2.4
EXISTING UTILITY LINE
RAIN WATER LEADER/DOWNSPOUTRWL
MECHANICAL UNIT
EXHAUST FAN
VENT PIPE
LEGEND:
RWL
RWL
RWL
RWL
RWL
RWL
RWL
RWL
RWLRWLRWLRWLRWL
RWL
RWL
RWL
RWL
RWL
RWL
RWL
RWLRWL
RWL
RWLRWL
RWL RWL RWL8
A.2.3
(TYP.)
8
A.2.3
(TYP.)
8
A.2.3
(TYP.)
RWL RWLRWL
8
A.2.3
(TYP.)
8
A.2.3
(TYP.)
GUTTER - DETAIL - 5/A.2.3
8
A.2.3
(TYP.)
METAL CAP OVER EXISTING STONE CAPMETAL CAP OVEREXISTING STONE CAP
N.I.C.
COURTYARD
STRUCTURALLY SLOPED ROOF -INSTALL FLAT INSULATION - DETAIL - 16/A.2.4
9
A.2.4
(TYP.)
9
A.2.4
(TYP.)
9
A.2.4
(TYP.)
9
A.2.4
(TYP.)
9
A.2.4
(TYP.)
9
A.2.4
(TYP.)
REMOVE RTU/ACC AND INFILL - COORDINATEWITH MECH. DWG - DETAIL - 7/A.2.3
B
C
A B
N.I.C.
SCOPE OF WORK:
1. REPLACE ALL STRAINERS. CONTRACTORS ARE TO ENSURE ALL DRAINS ARE WORKING PROPERLY.
2 REMOVE EXISTING ROOFS AND INSULATION DOWN TO ORIGINAL WOOD, STEEL, OR TECTUM DECKING.
3. REMOVE BASE FLASHINGS AND WALL FLASHINGS AND WOOD NAILERS.
4. CLEAN DECK FREE OF ALL DIRT AND DEBRIS.
5. DISPOSE OF WASTE PROPERLY AT OFF-SITE LOCATION.
6. INSPECT DECK FOR DEFICIENCIES AND REPLACE ANY DAMAGED, RUSTED, OR ROTTEN SECTIONS WITH LIKE.
7. REPLACE LEADERS AND PVC BOOTS. CAST IRON BOOTS ARE TO REMAIN.
8. REPLACE ALL SPLASH BLOCKS.
9. SCRAPE ALL EXISTING ROOF DRAINS.
10. WIRE BRUSH AND COAT EXISTING RAILINGS, GAS PIPING, AND FAN COVERS.
11. ANY UNUSED VENTS/FANS/SOIL STACKS TO BE REMOVED AND DECKED OVER (SEE DETAIL - 7/A.2.3). TO BE COORDINATEDWITH OWNER.
INSULATION INSTALLATION:
1. MECHANICALLY ATTACH TYPE II BASE SHEET TO WOOD AND TECTUM DECKS.
2. ON WOOD AND STEEL DECKS, MECHANICALLY ATTACH ISOCYANURATE INSULATION (AND TAPERED INSULATION WHEREINDICATED).
3. ON TECTUM DECKS, INSTALL (USING COLD INSULATION ADHESIVE) ISOCYANURATE INSULATION (AND TAPERED INSULATIONWHERE INDICATED).
4. ON ALL DECKS, INSTALL (USING COLD INSULATION ADHESIVE) ¼” SECUREROCK COVER BOARD INSULATION OVERSUBSTRATE.
MEMBRANE INSTALLATION:
1. STARTING AT LOW END OF ROOF, INSTALL 2-PLY, TRI-LAMINATE COMPOSITE PLY ROOFING MEMBRANE USING COLDASPHALTIC BITUMEN AT A RATE OF 2.5 GALLONS PER SQUARE.
a.ROLL IN PLY SHEETS WITH 75-POUND WEIGHTED ROLLER.
2. STARTING AT LOW END OF ROOF, INSTALL 1-PLY, TRI-LAMINATE, MODIFIED BITUMINOUS, FIRE-RATED ROOFING MEMBRANE CAPSHEET USING COLD ASPHALTIC BITUMEN AT A RATE OF 2.5 GALLONS PER SQUARE.
a. ROLL IN PLY SHEETS WITH 75-POUND WEIGHTED ROLLER.b. USING AN ELECTRIC, HOT-AIR WELDING MACHINE, HEAT WELD ALL LAPS.
3. AT PENETRATIONS, INSTALL NEW COPPER PITCH POCKETS, FILL WITH GROUT AND POUR-ABLE SEALER, AND INSTALL COPPERCAPS/HOODS TO TOP OF PITCH POCKET:
a. STRIP OFF PITCH POCKETS WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASS REINFORCEMENT (6”) ANDCOVER WITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
4. INSTALL NEW 4 LB. LEAD AT ALL SOIL STACKS:a. STRIP IN LEAD FLANGES WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASS REINFORCEMENT (6”) ANDCOVER WITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
5. INSTALL NEW 4 LB. LEAD AT DRAINS:a. STRIP IN LEAD WITH 3-COURSE OF COLD ASPHALTIC MASTIC AND GLASS REINFORCEMENT (6”) AND COVER WITH 1-PLY CAP SHEET (8”) SET IN COLD ASPHALTIC MASTIC.
6. FLASH PARAPET, HVAC UNITS & FANS, AND ANY 90-DEGREE ANGLE:a. INSTALL CRICKETS BEHIND UNITS AS NEEDED.b. (FLASHING BACKER SHEET) INSTALL (USING COLD ASPHALTIC MASTIC) COMPOSITE PLY MEMBRANE A MINIMUM OF8” UP VERTICAL SURFACE AND 4” ONTO FIELD OF ROOF.c. (FLASHING CAP SHEET) INSTALL (USING COLD ASPHALTIC MASTIC) CAP SHEET A MINIMUM OF 8” UP VERTICALSURFACE AND 6” ONTO FIELD OF ROOF.
i. STAGGER THE JOINTS OF THE FLASHINGS A MINIMUM OF 6”.d. INSTALL TERMINATION BAR AND FASTENERS AT THE TOP OF THE BASE FLASHINGS.e. USING AN ELECTRIC, HOT-AIR WELDING MACHINE, HEAT WELD ALL VERTICAL FLASHING LAPS.
7. RE-USE EXISTING COPPER COUNTERFLASHING AND REPLACE WHERE NEEDED.
8. AT METAL EDGE, INSTALL NEW 050 ALUMINUM, FREE-FLOATING METAL EDGE SYSTEM WITH RAISED CANT.a. FOLLOW ANSI/SPRI ES-1 DETAILS TO COMPLY WITH REGIONAL CODE REQUIREMENTS.
FOR
AT
Consulting Engineer's Seal:
Architect's Seal:
DRAWING No.DRAWN BY:
DATE: SOLUTION No.
CHECKED BY:
SCALE:
No. DATE: COMMENTS:
As indicated
DEE
RFIE
LD R
OO
F PL
AN
B A
ND
C
ROO
FIN
G A
ND
RTU
REP
LACE
MEN
TS
MO
UN
TAIN
SID
E BO
ARD
OF
EDU
CATI
ON
MO
UN
TAIN
SID
E, N
J
BEEC
HW
OO
D A
ND
DEE
RFIE
LD S
CHO
OLs
A.2.2
04/30/14
14.125
CR
AG
1/16" = 1'-0"1 DEERFIELD ROOF PLAN B
1/16" = 1'-0"2 DEERFIELD ROOF PLAN C
1 04/30/14 BID SETNOT FOR CONSTRUCTION
R
W
L
MEC
HA
NIC
AL,
ELE
CTRI
CAL
& P
LUM
BIN
GD
EERF
IELD
SCH
OO
LD
EMO
LITI
ON
RO
OF
PLA
N
MEP.1.1ML
ML
FOR
AT
Consulting Engineer's Seal:
Architect's Seal:
DRAWING No.DRAWN BY:
DATE: SOLUTION No.
CHECKED BY:
SCALE:
No. DATE: COMMENTS:
MO
UN
TAIN
SID
E RO
OFI
NG
AN
D R
TU R
EPLA
CEM
ENTS
MO
UN
TAIN
SID
E BO
ARD
OF
EDU
CATI
ON
MO
UN
TAIN
SID
E, N
J
BEEC
HW
OO
D A
ND
DEE
RFIE
LD S
CHO
OLS
04/16/14
14.125
C o n s u l t i n g E n g i n e e r s
295 Route 34Colts Neck, NJ 07722t 732.772.1500f 732.772.1515
J&U Project # 14-050
NOT FOR CONSTRUCTION
RAILING
RWLRWL
RWL
RWL
RAILING
R
W
L
RWL
RWL
RWL
RWL
RWL
RWL
RWL
R
W
L
RWL
RWL
RWLRWL
RWL
MEC
HA
NIC
AL,
ELE
CTRI
CAL
& P
LUM
BIN
GBE
ECH
WO
OD
SCH
OO
LD
EMO
LITI
ON
RO
OF
PLA
N
MEP.1.2ML
ML
FOR
AT
Consulting Engineer's Seal:
Architect's Seal:
DRAWING No.DRAWN BY:
DATE: SOLUTION No.
CHECKED BY:
SCALE:
No. DATE: COMMENTS:
MO
UN
TAIN
SID
E RO
OFI
NG
AN
D R
TU R
EPLA
CEM
ENTS
MO
UN
TAIN
SID
E BO
ARD
OF
EDU
CATI
ON
MO
UN
TAIN
SID
E, N
J
BEEC
HW
OO
D A
ND
DEE
RFIE
LD S
CHO
OLS
04/16/14
14.125
C o n s u l t i n g E n g i n e e r s
295 Route 34Colts Neck, NJ 07722t 732.772.1500f 732.772.1515
J&U Project # 14-050
NOT FOR CONSTRUCTION