N NOT TO SCALE I N T E RNATI ONA L DR. 80 CLARK DR. S TA N H O P E W A T E R L O O R D . CONTINENT AL RD. PROJECT SITE architecture planning interiors graphics civil engineering 110 Edison Place, Suite 303 Newark, NJ 07102 P 732.986.9000 JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT BIM 360://NJY21-0001-00_700 International Drive/0001_ARCH.rvt 6/14/2021 5:42:33 PM F. VALLEJO C.M. / A.M. NJY21 - 0001 - 00 TITLE SHEET I0.1 FRATELLI BERETTA USA 700 INTERNATIONAL DRIVE, TOWNSHIP OF MOUNT OLIVE MORRIS COUNTY, NEW JERSEY DATE REMARKS OWNER GENERAL CONTRACTOR ARCHITECT OWNER'S CONSULTANTS VICINITY MAP DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. 1. AUTOMATIC FIRE SPRINKLER SYSTEM. 2. FIRE ALARM SYSTEM. 3. STEEL JOISTS, TRUSSES AND GIRDERS CONFORMING TO SJI STANDARDS SPECIFICATIONS. 4. STEEL STAIRS, HANDRAILS AND GUARDS. 5. HIGH PILED STORAGE RACKING. 6. EXTERIOR BUILDING SIGNAGE. 7. ANCHORAGE DESIGN FOR ALL ELECTRICAL EQUIPMENT REQUIRED. 8. STOREFRONT AND CURTAIN WALL GLAZING SYSTEMS. 9. METAL LADDERS. DEFERRED SUBMITTALS P 732.986.9000 110 EDISON PLACE, SUITE 303 NEWARK, NJ 07102 FAULIZBETH VALLEJO [email protected]KEA ENGINEERS MECHANICAL ENGINEER JACOB SLOBODINKSKY 186 WOOD AVE SOUTH, FIRST FLOOR ISELIN, NEW JERSEY 08830 PH: (732) 635 - 0044 [email protected]KEA ENGINEERS PLUMBING ENGINEER ROMAN KARLSTEIN 186 WOOD AVE SOUTH, FIRST FLOOR ISELIN, NEW JERSEY 08830 PH: (732) 635 - 0044 [email protected]SUBURBAN CONSULTING ENGINEERS, INC. STRUCTURAL ENGINEER BILL DING 96 U.S. HIGHWAY 206, SUITE 101 FLANDERS, NEW JERSEY 07836 PH: (973) 389 - 1776 [email protected]KEA ENGINEERS ELECTRICAL ENGINEER SAMEH FALTAS 186 WOOD AVE SOUTH, FIRST FLOOR ISELIN, NEW JERSEY 08830 PH: (732) 635 - 0044 [email protected]FIRM NAME LANDSCAPE ARCHITECT NAME OF CONTACT STREET CITY, STATE ZIP CODE PH: (000) 000 - 0000 EMAIL FIRM NAME GEOTECHNICAL ENGINEER NAME OF CONTACT STREET CITY, STATE ZIP CODE PH: (000) 000 - 0000 EMAIL SUBURBAN CONSULTING ENGINEERS, INC. CIVIL ENGINEER PETER D. CHANDLER 96 U.S. HIGHWAY 206, SUITE 101 FLANDERS, NEW JERSEY 07836 PH: (973) 389 - 1776 [email protected]T.B.D. ARCHITECT'S CONSULTANTS FRATELLI BERETTA U.S.A SIMONE BOCCHINI 40 BROAD STREET CARLSTADT, NEW JERSEY 07072 PH: (201) 438 - 0723 FAX: (201) 438 - 0723 FRATELLI BERETTA USA 700 INTERNATIONAL DRIVE, TOWNSHIP OF MOUNT OLIVE MORRIS COUNTY, NEW JERSEY SHEET INDEX ARCHITECTURAL I8.2 DETAILS I0.1 TITLE SHEET I0.1a PROJECT DATA I0.2 GENERAL NOTES I0.3 ACCESSIBILITY DETAILS I0.5 FIRST FLOOR - OVERALL OCCUPANCY AND EGRESS PLAN I0.6 MEZZANINE FLOOR - OVERALL OCCUPANCY AND EGRESS PLAN I1.0 SITE PLAN I2.1 OVERALL FIRST FLOOR PLAN I2.1a PARTIAL FIRST FLOOR PLAN I2.1b PARTIAL FIRST FLOOR PLAN I2.1c PARTIAL FIRST FLOOR PLAN I2.1d PARTIAL FIRST FLOOR PLAN I2.2 OVERALL MEZZANINE FLOOR PLAN I2.2a PARTIAL MEZZANINE FLOOR PLAN I2.2b PARTIAL MEZZANINE FLOOR PLAN I2.2c PARTIAL MEZZANINE FLOOR PLAN I2.2d PARTIAL MEZZANINE FLOOR PLAN I3.1 OVERALL FIRST FLOOR REFLECTED CEILING PLAN I3.1a PARTIAL FIRST FLOOR REFLECTED CEILING PLAN I3.1b PARTIAL FIRST FLOOR REFLECTED CEILING PLAN I3.1c PARTIAL FIRST FLOOR REFLECTED CEILING PLAN I3.1d PARTIAL FIRST FLOOR REFLECTED CEILING PLAN I3.2 OVERALL MEZZANINE FLOOR REFLECTED CEILING PLAN I3.2a PARTIAL MEZZANINE FLOOR REFLECTED CEILING PLAN I3.2b PARTIAL MEZZANINE FLOOR REFLECTED CEILING PLAN I3.2c PARTIAL MEZZANINE FLOOR REFLECTED CEILING PLAN I3.2d PARTIAL MEZZANINE FLOOR REFLECTED CEILING PLAN I6.7 ENLARGED RESTROOM PLANS AND ELEVATIONS I6.8 ENLARGED RESTROOM PLANS AND ELEVATIONS I6.9 ENLARGED RESTROOM PLANS AND ELEVATIONS I7.1 INTERIOR DOOR SCHEDULE I8.3 DETAILS I8.1 DETAILS I8.4 DETAILS ARCHITECTURAL SHEET COUNT: 35 TOTAL SHEETS 35 06/15/2021 100% INTERIOR SET
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Transcript
N
NOT TO SCALE
INTERNATIONAL DR.
80
CL
AR
K D
R.
STANHOPE WATERLOO RD.
CO
NT
INE
NT
AL R
D.
PROJECT SITE
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New
ark
, NJ
07
10
2
P 7
32
.98
6.9
00
0
JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
BIM
360://N
JY
21-0
001-0
0_700 I
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F. VALLEJO
C.M. / A.M.
NJY21-0001-00
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OWNER
GENERAL CONTRACTOR
ARCHITECT
OWNER'S CONSULTANTSVICINITY MAP
DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER.CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL.
1. AUTOMATIC FIRE SPRINKLER SYSTEM.2. FIRE ALARM SYSTEM.3. STEEL JOISTS, TRUSSES AND GIRDERS CONFORMING TO SJI STANDARDS SPECIFICATIONS.4. STEEL STAIRS, HANDRAILS AND GUARDS.5. HIGH PILED STORAGE RACKING.6. EXTERIOR BUILDING SIGNAGE.7. ANCHORAGE DESIGN FOR ALL ELECTRICAL EQUIPMENT REQUIRED.8. STOREFRONT AND CURTAIN WALL GLAZING SYSTEMS.9. METAL LADDERS.
WALL-MOUNTED EXIT SIGN WITH BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED.
ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR.
REQUIRED EXIT AND FIRE DEPARTMENT ACCESS.
MAXIMUM TRAVEL DISTANCE.
WALL/COLUMN MOUNTED FIRE EXTINGUISHER, BY POTTER-ROEMER 2A:10BC, WITH BRACKET.
SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY POTTER-ROEMER.
1-HR RATED WALL ENCLOSURE
NOTE:
F.E.
F.E.C.INDICATES AREA OF OCCUPANCY CLASSIFICATION U
INDICATES AREA OF OCCUPANCY CLASSIFICATION S-2
INDICATES AREA OF OCCUPANCY CLASSIFICATION B
ROOMS ONLY ACCESSED BY ROBOT MACHINE
INDICATES AREA OF OCCUPANCY CLASSIFICATION F-1
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civ
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Pla
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New
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, NJ
07
10
2
P 7
32
.98
6.9
00
0
JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
BIM
360:/
/NJY
21-0
001-0
0_7
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9 A
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F. VALLEJO
C.M. / A.M.
NJY21-0001-00
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0 10' 20' 40' 100'
1"=20'
101 FIRE RISERS.
102 BACKFLOW PREVENT AREA.
103 CLEAR HEIGHT 14'-0".
SEE SHEET I0.2 FOR GENERAL NOTES
MAX. TRAVEL DISTANCE TO EXITSMAXIMUM TRAVEL DISTANCE TO EXITS (1017.2 SPRINKLERED BUILDING)
EGRESS ANALYSIS LEGEND KEYNOTES:TEMPORARY MAXIMUM OCCUPANCY
PER 2015 NSPC TABLE 7.21.1 - TOTAL MAXIMUM OCCUPANTS OF EACH SEX TO BE 50, FOR A TOTAL MAXIMUM OCCUPANT LOAD OF 100 PERSONS.FINAL FUTURE TENANT IMPROVEMENT PROJECT(S) WILL INCREASE PLUMBING FIXTURES ACCORDING TO ACTUAL OCCUPANCY.
SCALE: 1" = 20'-0"1
FIRST FLOOR - OVERALL OCCUPANCY AND EGRESS PLAN
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PROVIDE BID FOR THE HIGHLIGHTED AREAS ALONG WITH THE FOLLOWING: 1. ALL EXTERIOR DOORS 2. EXTERIOR WOOD DESIGN AT ENTRANCES 3. EXTERIOR STAIRS 4. GLAZING AT ENTRY
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TRADES NEEDED WITHIN THE HIGHLIGHTED AREAS: -CONCRETE (EXTERIOR STAIR FOOTINGS, PANS AND LANDINGS) -CMU -STRUCTURAL AND MISC STEEL -ROUGH CARPENTRY -FINISH CARPENTRY -INSULATION -DOORS AND FRAMES -STOREFRONT -DRYWALL, SPACKLE, ACT -PAINTING (PLUS ALL EXTERIOR) -TOILET ACCESSORIES -HVAC FOR LOCKER ROOMS AND OFFICES (INCL. ROOFTOP UNITS)
F.E
.
F.E.
F.E
.
F.E.F.E.
F.E.
F.E.
F.E
.
F.E. F.E.
F.E.
UP
UP
UP
DN
8[3"]
AIRCOMPRESSED
AIRCOMPRESSED
FUTUREAIRCOMPRESSED
FILTERANDDRYSYSTEMS
AIRTANK
AIRCOMPRESSEDROOM
A
kg 550lbs 1,212
kg 550lbs 1,212
A45-A46-A47WST600
A27-A28-A29WST600
A30-A31-A32WST600
A33-A34-A35WST600
A36-A37-A38WST600
A39-A40-A41WST600
A42-A42-A44WST600
A7-A8-A9WST600
A10-A11-A12WST600
A13-A14-A15WST600
A16-A17-A18WST600
A19-A20-A21WST600
A22-A23-A24WST600
1. 500 k g. / 2. 204 l bs.1. 500 k g. / 2. 204 l bs.1. 500 k g. / 2. 204 l bs.1. 500 k g. / 2. 204 l bs.1. 500 k g. / 2. 204 l bs.1. 500 k g. / 2. 204 l bs.
1. 500 k g. / 2. 204 l bs. 1. 500 k g. / 2. 204 l bs. 1. 500 k g. / 2. 204 l bs. 1. 500 k g. / 2. 204 l bs. 1. 500 k g. / 2. 204 l bs. 1. 500 k g. / 2. 204 l bs. 1. 500 k g. / 2. 204 l bs.550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
VALVES
GROUP
D1
WA
.500
1.05
0 kg
. /
2.3
14 l
bs.
D2
WA
.500
1.05
0 kg
. /
2.3
14 l
bs.
470 kg.
1.036 lbs.
470 kg.
1.036 lbs.
VALVESGROUP
VALVESGROUP
VALVESGROUP
VALVESGROUP
VALVESGROUPCZC10Y
VALVES
GROUP
F1B
DEFROST
VALVESGROUP
F1BDEFROST
VALVESGROUP
F11 DEFROST
VALVES
GROUP
CDCXXX R13
VALVES
GROUP
CDC670 R14
VALVESGROUPCDCXXX R15
VALVESGROUPCDCXXX R21
VALVES
GROUP
CDCXXX R21
VALVES
GROUP
CDC10Y CR1
VALVESGROUPCZA480CR6-CR7
VALVESGROUPCFA480 CR5
VALVESGROUPCFA480 CR2
VALVESGROUPCFA10Y CR3A
VALVESGROUPCFA480 CR4
VALVESGROUP
VALVESGROUP
VALVESGROUP
VALVESGROUPCFA10Y CR3B
TRAVAGLINI
A25-A26WSD600
A5-A6WSD600
1. 500 k g. / 2. 204 l bs.
1. 500 k g. / 2. 204 l bs.550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
A3-A
4W
SD
200
1.0
50 k
g. / 2
.314 lb
s.
470 k
g.
1.0
36 lb
s.
A1-A
2W
SD
20
0
1.0
50 k
g. / 2
.314 lb
s.
470 k
g.
1.0
36 lb
s.
kg 1300lbs 2,816
kg 550lbs 1,212
kg 550lbs 1,212
kg 650lbs 1,413
kg 550lbs 1,212
R2-R3-R4F1BCCC360
R7CRC180
F7CCC320
R13-R14-R15CDA10Y
kg 550
lbs 1,212
R8
CZ
A7
50
R9-R11
kg 550
lbs 1,212
F11
CC
C4
10
kg 1300lbs 2,826
kg 1300lbs 2,826
F3CCC630
F2CCC630
kg 550
lbs 1,212
R20CRC180
CRZ950
CDA330R1
CD330
kg 550lbs 1,212R
17
CD
18
0
D4D6D8D10
WA.950 WA.950 WA.950 WA.950
D3D5D7D9D11
WA.950 WA.950 WA.950 WA.950 WA.950
D12D14D16
WA.950 WA.950 WA.950
D13D15
WA.950 WA.950
1.500 kg. / 3.300 lbs .1.500 kg. / 3.300 lbs .1.500 kg. / 3.300 lbs .1.500 kg. / 3.300 lbs .
1.500 kg. / 3.300 lbs . 1.500 kg. / 3.300 lbs . 1.500 kg. / 3.300 lbs . 1.500 kg. / 3.300 lbs . 1.500 kg. / 3.300 lbs .
1.500 kg. / 3.300 lbs .1.500 kg. / 3.300 lbs .1.500 kg. / 3.300 lbs .550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
550 kg.
1.212 lbs.
1.500 kg. / 3.300 lbs . 1.500 kg. / 3.300 lbs .
kg 550
lbs 1,212
VALVES
GROUP
F3 DEFROST
kg 550
lbs 1,212
R1
6C
ZC
10
Y
13 kW XX kWXXX kW
18 kW
71 kW
23 kW
XX kW
33 kW
33 kW
16 kW
16 kW
71 kW71 kW71 kW71 kW71 kW
71 kW 71 kW 71 kW 71 kW
71 kW71 kW
71 kW 71 kW 71 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW
39 kW39 kW
135 kW 135 kWXX kW
XX kW
XX
kW
57 k
W
9 kW
XX
kW
kg 1,000
lbs 2,204
kg 1,000
lbs 2,204
R5
WS
V1
00
R6
WS
V1
00
kg 550lbs 1,212
kg 550
lbs 1,212
XX
kW
kg 550
lbs 1,212
XX
kW
kg 550
lbs 1,212
XX
kW
kg 550
lbs 1,212
XX
kW
kg 550
lbs 1,212
XX
kW
kg 550
lbs 1,212
XX
kW
kg 550lbs 1,212
R12CRC070
XX kW
kg 1300lbs 2,816
F1ACCC700
XXX kW
kg 550lbs 1,212
F6CCC320
XX kW
kg 550lbs 1,212
R18CRC780
79 kW
F8CCC200
F4CCC420
F9CCC200
F10CCC200
F5CCC420
kg 550
lbs 1,212
XX
kW
CR2CFA480
kg 550
lbs 1,212
XX
kW
CR1CDC10Y
kg 550
lbs 1,212
XX
kW
CR3ACFA10Y
kg 550
lbs 1,212
XX
kW
CR3BCFA10Y
kg 550
lbs 1,212
XX
kW
R19-R21-R22CDA500
kg 550
lbs 1,212
XX
kW
CR4CFA480
CR5CFA480
CR6-CR7CZA480
CR
2C
FA
48
0
CR
3A
CF
A1
0Y
CR
4C
FA
48
0C
R5
CF
A4
80
CR
6-C
R7
CZ
A4
80
VALVES
GROUP
F2 DEFROST
kg 3,000
lbs 6,610
CR
3B
CF
A1
0Y
kg 550lbs 1,212
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
P rovi de for each vacum pump# 1w ater exaust sew er ∅2 " temperature = > 212 Fand# 1 ∅1" temperature 120 F
CFA-480
CFA-480
CFA-480
CFA-10Y
CFA-10Y
CZA-480
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
kg 1,000lbs 2,204
VACUM PUMP
WITH GASBALLAST
kg 100
lbs 220
ALL REQUIRED EXITS TO RECEIVE WALL-MOUNTED TACTILE EXIT SIGN WITH THE WORD "EXIT" A0.3
WALL-MOUNTED EXIT SIGN WITH BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED.
ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR.
REQUIRED EXIT AND FIRE DEPARTMENT ACCESS.
MAXIMUM TRAVEL DISTANCE.
WALL/COLUMN MOUNTED FIRE EXTINGUISHER, BY POTTER-ROEMER 2A:10BC, WITH BRACKET.
F.E.
F.E.C.SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY POTTER-ROEMER.
1-HR RATED WALL ENCLOSURE
NOTE:
INDICATES AREA OF OCCUPANCY CLASSIFICATION U
INDICATES AREA OF OCCUPANCY CLASSIFICATION UMECH PLATFORM - NON OCCUPIED AREA
INDICATES AREA OF OCCUPANCY CLASSIFICATION S-1
INDICATES AREA OF OCCUPANCY CLASSIFICATION B
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
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NJY21-0001-00
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104 DOORS ARE ONLY USED FOR MAINTENANCE PURPOSES
N
0 10' 20' 40' 100'
1"=20'
STAIR WIDTH CALCULATIONS:
NUMBER OF OCCUPANTS PER STAIR: 268 / 6=45STAIR WIDTH REQUIRED (1005.3.1): 88 x 0.3 =13.5"
STAIR WIDTH PROVIDED: 48" EACH
MAX. TRAVEL DISTANCE TO EXITSMAXIMUM TRAVEL DISTANCE TO EXITS (1017.2 SPRINKLERED BUILDING)