35
ROUTE 38 B RI G G S RD 1800 BLDG. 1900 BLDG. N PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC 1909 ROUTE 70 EAST SUITE 307 CHERRY HILL, NJ 08003 TEL: 8 5 6 . 3 3 5 . 6 0 0 0 ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION. ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT. THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED. UNLESS THESE DRAW INGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS. COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC - ALL RIGHTS RESERVED. Registered Architect . New Jersey License no. 13590 Stephen J. Sgro, AIA Registered Architect . New Jersey License no. 13590 Stephen J. Sgro, AIA SIGNATURE DATE CLIENT PROJECT SHEET NO. JOB NO.: DATE: DRAWN: CHECK: SCALE: ORIENTATION / KEY PLAN CONSULTANT CLIENT SHEET NAME 1900 1800 BURLINGTON COUNTY DEPARTMENT OF PUBLIC WORKS 12" = 1' - 0" C:\PSS_Revit\Local Files\03875.0002-Arch-BC Eng&Traffic Bldg._R19_smrots.rvt 10/9/2019 1:31:58 PM G-001 SS SM 07/01/2019 03875.0002 TITLE SHEET ENGINEERING & TRAFFIC CONTROL BUILDINGS ARCH & MEP IMPROVEMENTS 1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054 BURLINGTON COUNTY DPW 10/23/2019 - ISSUED FOR CONSTRUCTION LOCATION MAP PROJECT DATA ARCHITECT & ENGINEER ENGINEERING & TRAFFIC CONTROL BUILDINGS ARCH & MEP IMPROVEMENTS 1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054 BURLINGTON COUNTY DPW 10/23/2019 - ISSUED FOR CONSTRUCTION PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC 67A MOUNTAIN BLVD. EXTENSION WARREN, NEW JERSEY 07059 732 - 560 - 9700 WWW.PSANDS.COM PROJECT LOCATION: MOUNT LAUREL, NJ OCCUPANCY CLASSIFICATION: (1800 BLDG) F-1 MODERATE (1900 BLDG) B BUSINESS TOTAL GROSS AREA: (1800 BLDG) - 21,375 SF (1900 BLDG) - 22,795 SF FIRE PROTECTION: (1800 BLDG) - FULLY SPRINKLERED (1900 BLDG) - FULLY SPRINKLERED CONSTRUCTION TYPE: (1800 BLDG) 2B (FORMALLY 2C UNDER BOCA 1993) (1900 BLDG) 2B (FORMALLY 2C UNDER BOCA 1993) BUILDING HEIGHT: (1800 & 1900) EXISTING / UNCHANGED NUMBER OF STORIES: (1800 & 1900) 1-STORY (UNCHANGED) ARCHITECTURAL A-101 1800 BUILDING SCOPE & CODE ANALYSIS. SITE PLAN A-102 1900 BUILDING - DEMO, FLOOR PLANS & RCP A-201 BUILDING 1800 EXTERIOR ELEVATIONS A-202 BUILDING 1900 EXTERIOR ELEVATIONS A-401 1800 BLDG. WALL SECTIONS AND DETAILS A-402 1900 BLDG. WALL SECTION AND DETAILS A-790 MILLWORK/CASEWORK DETAILS MECHANICAL M-001 HVAC - LEAD SHEET M-051 HVAC - BUILDING 1800 - DEMO PLAN M-052 HVAC - BUILDING 1900 - DEMO PLAN M-101 HVAC - BUILDING 1800 - NEW WORK PLAN M-102 HVAC - BUILDING 1900 - NEW WORK PLAN M-501 HVAC - BUILDING 1800 - DEMO PART PLANS M-502 HVAC - BUILDING 1900 - DEMO PART PLANS M-503 HVAC - BUILDING 1800 - NEW WORK PART PLANS M-504 HVAC - BUILDING 1900 - NEW WORK PART PLANS M-701 HVAC - BUILDING 1800 - SCHEDULES M-702 HVAC - BUILDING 1900 - SCHEDULES M-801 HVAC - BUILDING 1900 - BAS NETWORK DIAGRAM AND GENERAL REQUIREMENTS M-802 HVAC - BUILDING 1900 - CONTROL DIAGRAMS I M-803 HVAC - BUILDING 1900 - CONTROL DIAGRAMS II M-901 HVAC - DETAILS I M-902 HVAC - DETAILS II ELECTRICAL E-001 ELECTRICAL - LEAD SHEET E-015 ELECTRICAL - SITE - DEMOLITION AND NEW WORK PLANS E-051 ELECTRICAL - BUILDING 1800 - DEMOLITION PLAN E-052 ELECTRICAL - BUILDING 1900 - DEMOLITION PLAN E-101 ELECTRICAL - BUILDING 1800 - NEW WORK PLAN E-102 ELECTRICAL - BUILDING 1900 - NEW WORK PLAN E-501 ELECTRICAL - PART PLANS E-701 ELECTRICAL - SCHEDULES (BUILDING 1800) E-702 ELECTRICAL - SCHEDULES (BUILDING 1900) E-801 ELECTRICAL - PARTIAL FIRE ALARM RISER DIAGRAMS E-901 ELECTRICAL - DETAILS 10/23/2019 SUBMISSION DD/MM/YYYY Issue DD/MM/YYYY Issue DD/MM/YYYY Issue G-001 TITLE SHEET DRAWINGS LIST 1800 BRIGGS ROAD TRAFFIC CONTROL BUILDING 1900 BRIGGS ROAD ENGINEERING BUILDING ISS./ REV. DATE ISSUE DESCRIPTION 0 10/23/2019 ISSUED FOR CONSTRUCTION TOM PULLION, FREEHOLDER DIRECTOR BALVIR SINGH, FREEHOLDER DEPUTY DIRECTOR FELICIA HOPSON, FREEHOLDER LATHAM TIVER, FREEHOLDER DANIEL J. O'CONNELL, FREEHOLDER

REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

ROUTE 38

BR

IGG

S R

D

1800 BLDG.

1900 BLDG.

N

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

1909 ROUTE 70 EASTSUITE 307CHERRY HILL, NJ 08003TEL: 8 5 6 . 3 3 5 . 6 0 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Registered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIARegistered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIA

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

12" = 1'-0"

C:\P

SS

_R

evi

t\L

oca

l File

s\0

38

75

.00

02

-Arc

h-B

C E

ng

&T

raffic

Bld

g._

R19

_sm

rots

.rvt

10

/9/2

01

9 1

:31

:58 P

M

G-001

SS

SM

07/01/2019

03875.0002

TITLE SHEET

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTONCOUNTY DPW

10/2

3/2

019 -

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

LOCATION MAP PROJECT DATAARCHITECT & ENGINEER

ENGINEERING & TRAFFIC CONTROL BUILDINGSARCH & MEP IMPROVEMENTS1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTON COUNTY DPW

10/23/2019 - ISSUED FOR CONSTRUCTION

PAULUS SOKOLOWSKI ANDSARTOR ENGINEERING, PC67A MOUNTAIN BLVD. EXTENSIONWARREN, NEW JERSEY 07059732-560-9700WWW.PSANDS.COM

PROJECT LOCATION: MOUNT LAUREL, NJ

OCCUPANCY CLASSIFICATION: (1800 BLDG) F-1 MODERATE(1900 BLDG) B BUSINESS

TOTAL GROSS AREA: (1800 BLDG) - 21,375 SF(1900 BLDG) - 22,795 SF

FIRE PROTECTION: (1800 BLDG) - FULLY SPRINKLERED(1900 BLDG) - FULLY SPRINKLERED

CONSTRUCTION TYPE: (1800 BLDG) 2B (FORMALLY 2C UNDER BOCA 1993)(1900 BLDG) 2B (FORMALLY 2C UNDER BOCA 1993)

BUILDING HEIGHT: (1800 & 1900) EXISTING / UNCHANGED

NUMBER OF STORIES: (1800 & 1900) 1-STORY (UNCHANGED)

ARCHITECTURALA-101 1800 BUILDING SCOPE & CODE ANALYSIS. SITE PLAN ●

A-102 1900 BUILDING - DEMO, FLOOR PLANS & RCP ●

A-201 BUILDING 1800 EXTERIOR ELEVATIONS ●

A-202 BUILDING 1900 EXTERIOR ELEVATIONS ●

A-401 1800 BLDG. WALL SECTIONS AND DETAILS ●

A-402 1900 BLDG. WALL SECTION AND DETAILS ●

A-790 MILLWORK/CASEWORK DETAILS ●

MECHANICALM-001 HVAC - LEAD SHEET ●

M-051 HVAC - BUILDING 1800 - DEMO PLAN ●

M-052 HVAC - BUILDING 1900 - DEMO PLAN ●

M-101 HVAC - BUILDING 1800 - NEW WORK PLAN ●

M-102 HVAC - BUILDING 1900 - NEW WORK PLAN ●

M-501 HVAC - BUILDING 1800 - DEMO PART PLANS ●

M-502 HVAC - BUILDING 1900 - DEMO PART PLANS ●

M-503 HVAC - BUILDING 1800 - NEW WORK PART PLANS ●

M-504 HVAC - BUILDING 1900 - NEW WORK PART PLANS ●

M-701 HVAC - BUILDING 1800 - SCHEDULES ●

M-702 HVAC - BUILDING 1900 - SCHEDULES ●

M-801 HVAC - BUILDING 1900 - BAS NETWORK DIAGRAM AND GENERAL REQUIREMENTS ●

M-802 HVAC - BUILDING 1900 - CONTROL DIAGRAMS I ●

M-803 HVAC - BUILDING 1900 - CONTROL DIAGRAMS II ●

M-901 HVAC - DETAILS I ●

M-902 HVAC - DETAILS II ●

ELECTRICALE-001 ELECTRICAL - LEAD SHEET ●

E-015 ELECTRICAL - SITE - DEMOLITION AND NEW WORK PLANS ●

E-051 ELECTRICAL - BUILDING 1800 - DEMOLITION PLAN ●

E-052 ELECTRICAL - BUILDING 1900 - DEMOLITION PLAN ●

E-101 ELECTRICAL - BUILDING 1800 - NEW WORK PLAN ●

E-102 ELECTRICAL - BUILDING 1900 - NEW WORK PLAN ●

E-501 ELECTRICAL - PART PLANS ●

E-701 ELECTRICAL - SCHEDULES (BUILDING 1800) ●

E-702 ELECTRICAL - SCHEDULES (BUILDING 1900) ●

E-801 ELECTRICAL - PARTIAL FIRE ALARM RISER DIAGRAMS ●

E-901 ELECTRICAL - DETAILS ●

10

/23/2

019

SU

BM

ISS

ION

DD

/MM

/YY

YY

Iss

ue

DD

/MM

/YY

YY

Iss

ue

DD

/MM

/YY

YY

Iss

ue

G-001 TITLE SHEET ●

DRAWINGS LIST

1800 BRIGGS ROADTRAFFIC CONTROL BUILDING

1900 BRIGGS ROADENGINEERING BUILDING

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

TOM PULLION, FREEHOLDER DIRECTORBALVIR SINGH, FREEHOLDER DEPUTY DIRECTOR

FELICIA HOPSON, FREEHOLDER LATHAM TIVER, FREEHOLDER

DANIEL J. O'CONNELL, FREEHOLDER

Page 2: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

14

PREFAB.& OLD

EQUIPMENTSTORAGE

12

STORAGE

13

ELECTRICALSHOP

09

SIGNSHOP

10

HAZ MAT

11

OFFICE

06

MEN'SLOCKER

07

WOMEN'SLOCKER

05

STORAGE

04

OFFICE

17

MECH.

03

PAINTTRUCK &

THERMOPLASTICTRAILERS

08

CORRIDOR

15

STORAGE

16

CONTROLLERCABINET

STORAGE

01

THERMOPLASTIC,PAINT,

BEADS, &SMALLEQUIP.STOR.

02

MACHINEROOM

F01

F01

F01

F01

F02 F02 F02

F02

F02

F02

S02

S01

S01

2

A-401

1

A-401

A-4013

A-4015

NOTE: REFER TO EXTERIOR ELEVATIONS ON SHEET A-201 FOR EXTENT OF DEMOLITION & NEW ADHERED MASONRY SCOPE.

EXISTING MONUMENT SIGN& LANDSCAPING SIGNAGELIGHTING

LOCATION OF NEW ADHEREDMASONRY SYSTEM OVER EXIST.CMU. (NO EXIST. EIFS AT THISLOCATION.)

.F03

A-4016

A-4014

A-4014

A-4014

F01

F01

F01

F01

LIFE SAFETY & CODE ANALYSIS

ORIGINAL BUILDING CODE DATA CURRENT BUILDING CODE DATA(BOCA 1993) (IBC 2015)

BUILDING 1800

USE AND OCCUPANCY: F-1 MODERATE HAZARD FACTORY / INDUSTRIAL (UNCHANGED)

CONSTRUCTION TYPE: 2C NON COMBASTIBLE / UNPROTECTED 2B NON COMBASTIBLE / UNPROTECTED

AUTOMATIC SPRINKLER SYSTEM: FULLY SPRINKLERED (UNCHANGED)

BUILDING AREA: 21,375 SF (UNCHANGED) 22,795 SF (UNCHANGED)

INTERIOR FIRE RESISTIVE CONST.

HAZARDOUS MATERIALS SECT. 307 & 417 SECT. 304 & 4141HR DUE TO ANTICIPATED HAZARDOUS NO RATING REQUIRED HAZARDOUS MATERIALSMATERIAL STORAGE DO NOT EXCEED EXEMPT AMOUNT

STORAGE ROOMS SPECIFIC OCCUPANCY AREAS (TABLE 302.1.1) INCIDENTAL USES (TABLE 509)1-HOUR RATING REQ-D AT STORAGE ROOMS NO REQUIRED RATINGMORE THAN 100SF

CORRIDORS TABLE 1011.4 TABLE 1011.4NO RATED SEPARATION REQUIRED NO RATED SEPARATION REQUIRED

MEANS OF EGRESS CONFIGURATION & OCCUPANCY REMAIN UNCHANGED

CONCLUSION: INTERIOR FIRE-RATED SEPARATION IN NO LONGER REQUIRED AS ORIGINALLY DESIGNED.

ROUTE 38

BR

IGG

S R

D

1800 BLDG.

1900 BLDG.

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

1909 ROUTE 70 EASTSUITE 307CHERRY HILL, NJ 08003TEL: 8 5 6 . 3 3 5 . 6 0 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Registered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIARegistered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIA

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evi

t\L

oca

l File

s\0

38

75

.00

02

-Arc

h-B

C E

ng

&T

raffic

Bld

g._

R19

_sm

rots

.rvt

10

/9/2

01

9 1

:30

:45 P

M

A-101

SS

SM

07/01/2019

03875.0002

1800 BUILDING SCOPE &CODE ANALYSIS. SITE PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTONCOUNTY DPW

10/2

3/2

019 -

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

1/16" = 1'-0"

1800 BUILDING FLOOR PLAN - SCOPE1

BUILDING SCOPE LEGENDF01 REMOVE EXISTING EIFS TO MASONRY SUBSTRATE & INSTALL ADHERED MASONRY

SYSTEM ACROSS ENTIRE BUILDING PERIMETER SHOWN ON DRAWING A-201/A-202.

F02 REMOVE FIRE RATING ON OVERHEAD DOORS, INCLUDING ALL LABELINGREFERENCING RATING. REFER TO ELEC. DWGS FOR ADDITIONAL INFORMATION,INCLUDING REMOVAL OF FUSIBLE LINKS. ALL OTHER DOOR HARDWARE TO REMAIN.

F03 REMOVE EXISTING GUTTER, FULL LENGTH. INSTALL NEW GUTTER & DOWNSPOUTAS SHOWN ON NEW SCOPE ELEVATIONS. TIE NEW DOWNSPOUT INTO EXISTINGDOWNSPOUT. COLOR TO MATCH EXISTING.

12" = 1'-0"

SITE PLAN2

SITE SCOPE LEGENDS01 DEMOLISH EXISTING SITE MONUMENT SIGN AND CMU BACKUP TO FIRST

HORIZONTAL MORTAR JOINT ABOVE GRADE.NEW SIGN FABRICATED ANDINSTALLED BY OWNER'S VENDOR. REFER TO ELECTRICAL DRAWINGS FOR RELATEDSITE LIGHTING INFORMATION TO BE SUPPLIED & INSTALLED BY G.C. COORDINATENEW SIGN CONSTRUCTION W/ SIGN VENDOR.

S02 DEMOLISH EXISTING SITE MONUMENT SIGN AND CMU BACKUP TO FIRSTHORIZONTAL MORTAR JOINT ABOVE GRADE.NEW SIGN FABRICATED ANDINSTALLED BY OWNER'S VENDOR.

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 3: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

97

STAFFLOUNGE 98

CONF.ROOM

99

CAD/GIS

100

GENERALFILES

101

MAINT.CLOSET

102

PRINC.ENGINEER.

AIDE

104

ASS'TTRAFFIC

ENG

105

TRAFFICENG

106

TRAFFICSECRETARY

107

ASS'TTRAFFIC

ENGINEER

108

CONFROOM

109

COMPUTERROOM

110

COUNTERSTORAGE

111

ELECTRICAL

112

MECHANICAL

113

COMP NET

114

WOMEN

115

MEN

116

PRINCIPALBRIDGE

ENGINEER

117

ASSTBRIDGE

ENGINEER

118

FUTUREBRIDGE

DRAFTSMAN

119

SENIORBRIDGE

ENGINEER

121

MAPPINGAREA

122

RECEPCOUNTER

123

MAPPINGAREA

124

LAND USE

125

LAND USE

126

LAND USE

127

LAND USE

128

LAND USE

129

SRPLANNER

130

PLAN'GDIRECTOR

131

ASSTPLANNER

132

ASST ENG

133

ASST ENG

134

ASST ENG

135

ASST ENG

136

ASST ENG

137

CONFERENCEROOM

138

MEETINGROOM

139

MEN

140

WOMEN

141

ENG CONFRRM 2

142

ENG CONFRM 1

144

WOMEN

145

MEN

146

SR ENG

147

ASST ENG

148

ASST ENG

149

INSPECTORS

150

CREWROOM

151

SURVEYEQUIP

152

ASST ENG

153

PERMITENG

154

PRINCIPALENG HWY

155

COUNTYENGINEER

158

ASS'TCOUNTY

ENGINEER

159

FILES

160

TRAININGRM

161

HWY DRAFT

162

HWY DRAFT

163

HWY DRAFT

164

HWY DRAFT

165

DRAFTANALYST

167

VEST

168

VEST

170

RECEPTION

171

ADMIN/SECRETARY

172

SR ACC'T.CLERK

173

SR CLERKTYPISTS

29

CO

RR

IDO

R

178

VESTIBULE

179

CORRIDOR

180

VESTIBULE

103

WORKROOM

29

CO

RR

IDO

R

120

PRINCIPALBRIDGE

ENGINEER

COAT RM

CLO CLO

DRAFTANALYST

WA

ITIN

G

CLERK

CLO

DRAFTANALYST

WORK ROOM

STAFF LOUNGE

F01

F01F01

F09

F09

F05

F06

F07

F04 F04 F04 F04 F04

F04

F04

F04

F04

F04

F04

F04

F04

F04

F04F04F04F04

1

A-402

2

A-402

3

A-402

4

A-402

5

A-402

NOTE: REFER TO EXTERIOR ELEVATIONS ON SHEET A-202 FOR ADHERED MASONRY SCOPE.

EXIST. COR.

CONF. ROOM

C01C02C05C06

C01C02C05C06

C01C03

C04C06

F01

F01

F01

F01

F01

F01

F01 F01

(TYPICAL OF 5).F08

(TYPICAL OF 4).F08

(TY

PIC

AL

OF

5)

.F08

(TY

PIC

AL

OF

5)

.F08

(TYPICAL OF 3).F08

(TYPICAL OF 4).F08

48.0

0

47.2

0 NEW DRY WELL

F01

47.45

10

' - 0

"10' - 0"

CONSTRUCTION NOTES

1. DRAWINGS ARE NOT TO BE SCALED

2. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE

3. BRING ALL OMISSIONS AND DISCREPANCIES, INCLUDING DIMENSIONS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK.

4. MAINTAIN CONTINUITY OF ALL FIRE SEPARATIONS AND PENETRATIONS WITH APPROVED U.L. LISTED FIRE STOPPING SYSTEMS AND FIRE SEALANTS BOTH SIDES OF PARTITIONS.

5. MAINTAIN CONTINUITY OF ALL ACOUSTIC SEPARATIONS AND PENETRATIONS WITH ACOUSTIC SEALANT BOTH SIDES OF PARTITIONS

6. ENSURE THAT WHEREVER A FIRE SEPARATION IS INDICATED ON THE DRAWINGS PER DIRECTION OF THE CONSTRUCTION NOTES, ALL COMPONENTS OF THE ASSEMBLY SHALL BE OF APPROVED MATERIALS, AND INSTALLATION/FABRICATION PROCEDURES ARE PER DIRECTION OF THE INDICATED "UNDERWRITERS LABORATORIES OF AMERICA." LATEST EDITION MANUAL AND OTHERWISE MEETING THE REQUIREMENTS OF THE STATE OF NEW JERSEY CODES. ALL FIRE SEPARATIONS MUST BE CONTINUOUS WITHIN THEIR EXTENT, AND ALL JOINTS TO BE SMOKE TIGHT.

7. PROVIDE SOLID BLOCKING IN GYPSUM BOARD PARTITIONS FOR ATTACHMENT OF EQUIPMENT, FIXTURES, HANDRAILS, LADDERS etc. FULLY COORDINATE ALL ADDITIONAL SUPPORT REQUIRED FOR ANCHORAGE OF MECHANICAL EQUIPMENT OR DUCTS AND ELECTRICAL FIXTURES.

A-102

9

8

97

STAFFLOUNGE

8' - 3 1/4"

5' -

11

"

24' - 8 1/2"±

20

' - 0

3/4

F10F10

A-102

7

103

WORKROOM

15' - 5"±

10

' - 1

W.C.33"

W.C.33"

W.C.33"

B.C.33"

B.C.33"

B.C.33"

EXIST.EQUIP.

EXIST.EQUIP.

2' -

6"

1' -

8"

3' -

0"

3

A-790

2

A-790

NEW RUBBER BASE

PROVIDE NEWDRAIN LINESTO COMPLYWITH ADACLEARANCES

SOLID SURF.COUNTER TOP&BACKSPLASH

B.C.36"36"

W.C.33"

W.C.36"

EXIST.EQUIP.

FINISHED FLOOR

B.O. CLG

3' -

0"

2' -

10

"

2' -

6"

1' -

8"

P.T. S.D.

1

A-790

2

A-790

REINSTALL SALVAGED P.T. & S.D.

4' -

0"

SOLID SURF.COUNTER TOP&BACKSPLASH

NEW RUBBER BASE

A-7904

FINISHED FLOOR

B.O. CLG

FILLER2 1/2"±

BC4' - 0"

BC3' - 0"

BC4' - 0"

FC4' - 0"

FILLER2 1/2"±

(28) 3 1/2" x 11" MAIL SLOTS

5

A-790

6

A-790

7

A-790

P.LAM. COUNTERTOP

NEWRUBBER BASE

4' -

2"

2' -

10

"

7' -

0"

D01

15' - 5"

EXIST.WORK ROOM

C01C03

C04

NOTE: REFER TO CEILING NOTES FOR FURTHER INFORMATION

103

WORKROOM

182

EXIST.COR.

C06

D01

EXISTING VENDING MACHINES TO REMAIN

EXISTING APPLIANCE TO REMAIN

8' -

3 1

/2"

10' - 3"

EXIST. STAFF LOUNGE

C01

C02

NOTE: REFER TO CEILING NOTES FOR FURTHER INFORMATION

C05

C01

C01 C01

97

STAFFLOUNGE

C06

EXIST. S.DIFFUSERTO REMAIN

EXIST. LIGHT FIXTURETO REMAIN

DEMOLITION NOTES

1. PERFORM NO WORK OUTSIDE THE PROJECT AREA EXCEPT AS MAY BE NECESSARY TO COMPLETE THE PROJECT. ALL SUCH WORK MUST BE APPROVED IN ADVANCE BY THE OWNER.

2. ALL EXISTING BUILDING SYSTEMS ARE TO REMAIN OPERATIONAL DURING DEMOLITION

3. ALL WORK AFFECTING EXISTING SYSTEMS MUST BE DONE ON PREMIUM TIME (SATURDAY, SUNDAY OR AFTER 5 PM M-F) COORDINATE SHUT DOWN TIMING WITH OWNER.

4. CONTRACTOR SHALL ERECT, MAINTAIN AND REMOVE WHEN NO LONGER NEEDED, A BARRIER OF METAL STUDS EXTENDING FLOOR TO CEILING, COVERED WITH A 10-MIL CLEAR POLYETHYLENE SHEET, VISQUEEN OR EQUAL, TAPED AT FLOOR, CEILING AND AT OVERLAPS, CONTINUOUS WITH APPROPRIATE CONSTRUCTION AND SAFETY SIGNAGE, PRIOR TO DEMOLITION WORK. EXTENT AND LOCATION OF BARRIER SHALL BE AS APPROVED BY OWNER PRIOR TO PAYMENT. UPON COMPLETION AND APPROVAL BY OWNER, THE BARRIER AND ASSOCIATED MATERIALS SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEMOLITION CONTRACTOR.

DEMOLITION PLAN LEGEND

EXISTING WALL TO REMAIN. CMU, WOOD, METAL STUD WALL

EXISTING DOOR AND DOOR FRAME TO REMAIN

CEILING TAG LEGEND

C01. REMOVE EXISTING LIGHT FIXTURES UNDAMAGED. ACCOMODATE WITH MECHANICAL WORK TO BE DONE ABOVE CEILING AND RE-INSTALL LIGHT FIXTURES ONCE WORK ABOVE CEILING HAS BEEN COMPLETED. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK AND DETAILS.

C02. REMOVE EXISTING SUPPLY DIFFUSER UNDAMAGED. RE-INSTALL AFTER WORK ABOVE CEILING HAS BEEN COMPLETED. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK AND DETAILS REQUIRED ABOVE CEILING.

C03. CEILING PANELS TO BE REMOVED IN SHADED AREAS UNDAMAGED AND RE- INSTALLED AFTER MECH. WORK HAS BEEN COMPLETED ABOVE CEILING. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK AND DETAILS.

C04. REMOVE EXISTING EXIT SIGN UNDAMAGED AND RE-INSTALL AFTER ABOVE CEILING WORK HAS BEEN COMPLETED. REFER TO MECHANICAL DRAWINGS

FOR SCOPE OF WORK AND DETAILS.

C05. REMOVE CEILING PANELS IN ROOM & DISCARD. INSTALL NEW CEILING PANELS AS SPECIFIED BELOW. INSTALL ACOUSTICAL BATT INSULATION ABOVE ACOUSTICAL CEILING PANELS AS SPECIFIED BELOW.

• ACOUSTICAL CEILING PANEL - ARMSTRONG WORLD INDUSTRIES, INC.

"FINE FISSURED SECOND LOOK II, ITEM 1761"FACE VIEW - SECOND LOOK II. WET FORMED MINERAL FIBER W/FACTOIRY APPLIED LATEX PAINTEDGE PROFILE - 15/16 TEGULARSUSPENSION SYSTEM - 15/16" PRELUDE XLCOLOR - WHITELIGHT REFLECTANCE - NOT LESS THAN 0.84CEILING ATTENUATION CLASS (CAC) - NOT LESS THAN 35NOISE REDUCTION COEFFICIENT (NRC) - NOT LESS THAN 0.55THICKNESS - 3/4”MODULAR SIZE - 24 BY 48 INCHESASTM E1264 CLASSIFICATION TYPE III, FORM 2PATTERN C E K FIRE CLASS A

• FABERGLASS INSULATION PANEL - OWENS CORNING "ECOTOUCH" INSULATION W/ "PUREFIBER" TECHNOLOGYFIBERGLASS UNFACED BATT INSULATIONTHICKNESS - 6 1/4” [R-VALUE 19 / PER ASTM C518]MODULAR SIZE - 24 BY 48 INCHES

C06. REFER TO MECH. DRAWINGS FOR ADDITIONAL SCOPE ABOVE CEILING.

EXIST. LIGHT FIXTURE TO REMAIN

LIGHT FIXTURE REMOVED

EXIST. CEILING TO REMAIN

CEILING PANELS TO BE REMOVED & REPLACED

EXIST. S. DIFFUSER TO BE REMOVED

EXIST. SPRINKLER HEAD TO REMAIN

C01

C02

C05

NOTE: REFER TO CEILING NOTES FOR FURTHER INFORMATION

C06

EXIST. S.DIFFUSERTO REMAIN

EXIST. LIGHT FIXTURETO REMAIN

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

1909 ROUTE 70 EASTSUITE 307CHERRY HILL, NJ 08003TEL: 8 5 6 . 3 3 5 . 6 0 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Registered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIARegistered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIA

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evi

t\L

oca

l File

s\0

38

75

.00

02

-Arc

h-B

C E

ng

&T

raffic

Bld

g._

R19

_sm

rots

.rvt

10

/9/2

01

9 1

:30

:48 P

M

A-102

SS

SM

07/01/2019

03875.0002

1900 BUILDING - DEMO,FLOOR PLANS & RCP

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTONCOUNTY DPW

10/2

3/2

019 -

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

0 32' 48' 64'16'1/16" = 1'-0"

1900 BUILDING FLOOR PLAN - SCOPE10

BUILDING SCOPE LEGENDF01 REMOVE EXISTING EIFS TO MASONRY SUBSTRATE & INSTALL ADHERED MASONRY

SYSTEM ACROSS ENTIRE BUILDING PERIMETER SHOWN ON DRAWING A-201/A-202.

F04 REPAIR CAUSE OF WATER INFILTRATION AT WINDOW LOCATIONS AS INDICATED.REMOVE EXISTING BRICK SOLDIER COURSE ABOVE WINDOW. INSTALL NEWTHROUGH-WALL FLASHING. INSTALL NEW BRICK SOLDIER COURSE TO MATCHEXISTING SOLDIER. REFER TO DETAIL 6/A-402.

F05 REMOVE & REPLACE SEALANT AROUND ARCHTOP WINDOW & ENTRY DOOROPENING. CLEAN OUT ALL DEBRIS & SEALANT FROM ALL WEEP HOLES. REMOVE &REPLACE EXTERIOR STOREFRONT GASKETING, ALL PANELS.

F06 REMOVE FLASHING ABOVE VESTIBULE CUT MORTAR JOINT CONT. ABOVEVESTIBULE. INSTALL NEW ALUM. FLASHING, COLOR TO MATCH EXISTING. REFER TODETAIL 11/A-402.

F07 INSTALL NEW PREMANUFACTURED DRYWELL WITH SURFACE INLET GRATE (NDSFLO-WELL OR APPROVED EQUAL) PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS, INCLUDING FABRIC WRAP, GRAVEL BACKFILL AND STONE SETTINGBED REQUIREMENTS. REGRADE TO SLOPE TOWARDS NEW DRYWELL. RESOD ALLEXISTING GRASS AREA DISTURBED BY NEW WORK.

F08 REPAIR ALL INTERNAL GUTTER-TO-LATERAL PIPE TRANSITIONS. REFER TO DETAIL7/A-402.

F09 REMOVE EXISTING BASE & WALL CABINETS. COORDINATE ITEMS TO BE SALVAGED.FABRICATE & INSTALL NEW CASEWORK AS DEPICTED ON THIS SHEET.

F10 PATCH & PAINT PARTITIONS ADJACENT TO CASEWORK. EXTEND AREA OF PAINT TONEAREST CORNER.

3/16" = 1'-0"

STAFF LOUNGE FLOOR PLAN5

3/16" = 1'-0"

WORK ROOM PLAN2

1/4" = 1'-0"

STAFF LOUNGE ELEVATION NEW9

1/4" = 1'-0"

STAFF LOUNGE ELEVATION NEW8

1/4" = 1'-0"

WORK ROOM ELEVATION NEW7

3/16" = 1'-0"

WORK ROOM DEMO PLAN1 3/16" = 1'-0"

EXIST. CORRIDOR3

3/16" = 1'-0"

STAFF LOUNGE DEMO PLAN4 3/16" = 1'-0"

STAFF LOUNGE RCP6

DEMOLITION TAG LEGENDD01 EXISTING MILLWORK TO BE REMOVED. DISCONNECT ANY SERVICES AND CAP

TEMPORARILY SALVAGE EXISTING ACCESSORIES (PAPER TOWEL, SOAPDISPENSER) FOR REUSE. CONSULT WITH OWNER PRIOR TO DEMOLITION FOR ANYOTHER ITEMS TO BE SALVAGED.

3/16" = 1'-0"

CONF. ROOM11

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 4: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

ELEV.1&6/A-202

ELE

V.2

&7/A

-202

ELEV.3&8/A-202

ELE

V.4

&9/A

-202

1st FLOOR

0"

T.O. PILASTER

24' - 0"

2' - 10"

31' - 0" 50' - 4" 80' - 9 3/4"

2' - 7" 2' - 10" 2' - 10"

EXIST. ALUM SILL FLASHING TO REMAIN

EXIST. METAL COPING TO REMAIN(TYP. AT ALL PIERS)

EXISTING ALUM. SILL FLASHING AT WINDOW TO REMAIN

4' -

6"

19

' - 6

"

E01 TYP.

E01E01E01 E01

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. PILASTER

24' - 0"

2' - 10" 2' - 10" 2' - 9" 2' - 10"

68' - 6 3/4" 35' - 4" 69' - 0"

4' -

6"

19

' - 6

"

E01 TYP.

2' - 6 1/2"

E01 E01 E01 E01 E01

1st FLOOR

0"

T.O. PILASTER

24' - 0"

2' - 10"2' - 10" 2' - 10" 2' - 10"

2' - 10"

162' - 1 3/4"

4' -

6"

19

' - 6

"

E01 TYP.

E01 E01 E01 E01 E01

1st FLOOR

0"

T.O. PILASTER

24' - 0"

2' - 7 1/2"2' - 10" 2' - 10" 2' - 10"

2' - 10"

172' - 10 3/4"

4' -

6"

19

' - 6

"

E01 TYP.

E01 E01 E01 E01 E01

1st FLOOR

0"

T.O. PILASTER

24' - 0"

2

A-401

1

A-401

2' - 10" 2' - 7" 2' - 10" 2' - 10"

31' - 0" 50' - 4" 80' - 9 3/4"

4' -

6"

19

' - 6

"

EXISTING METALCOPING

TYP.

E04E04

E05

E02

6

A-401

BLOCK COLOR "A", TYP.REFER TO SPECIFICATIONS

E07

E08E08

E08E08 E08E08

E09E09

E09

E09

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. PILASTER

24' - 0"

2' - 10" 2' - 10" 5' - 3 1/2" 2' - 10"

68' - 6 3/4" 37' - 10 1/2" 66' - 5 1/2"

4' -

6"

19

' - 6

"

E05

TYP.E02

4

A-401

TYP. ATO.H. DOOROPENINGS

BLOCK COLOR "A", TYP.REFER TO SPECIFICATIONS

E07

E08E08

E08E08 E08E08

E09E09E09E09 E09

1st FLOOR

0"

T.O. PILASTER

24' - 0"

2

A-401

1

A-401

2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10"

162' - 1 3/4"

4' -

6"

19

' - 6

"

TYP.E02

BLOCK COLOR "A", TYP.REFER TO SPECIFICATIONS

E07

E08E08E08E08

E08E08E08E08

E09 E09E09 E09 E09

1st FLOOR

0"

T.O. PILASTER

24' - 0"

4' -

6"

19

' - 6

"

2' - 7 1/2" 2' - 10" 2' - 10" 2' - 10" 2' - 10"

172' - 10 3/4"

TYP.E02BLOCK COLOR "A", TYP.REFER TO SPECIFICATIONS

E07

E08E08

E08E08E08E08 E08E08

E09E09E09 E09 E09

BL 1

ELEVATION MATERIALS LEGEND

ST 1 EXISTING EIFS TO BE REMOVED

BL 2 NEW 8"X16"X 1" THICK ADHERED MASONRY COLOR B

NEW 8"X16"X 1" THICK ADHERED MASONRY COLOR A

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

1909 ROUTE 70 EASTSUITE 307CHERRY HILL, NJ 08003TEL: 8 5 6 . 3 3 5 . 6 0 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Registered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIARegistered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIA

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evi

t\L

oca

l File

s\0

38

75

.00

02

-Arc

h-B

C E

ng

&T

raffic

Bld

g._

R19

_sm

rots

.rvt

10

/9/2

01

9 1

:30

:55 P

M

A-201

SS

SM

07/01/2019

03875.0002

BUILDING 1800 EXTERIORELEVATIONS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTONCOUNTY DPW

10/2

3/2

019 -

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

1" = 60'-0"

BLDG 1800 KEY PLAN5

1/16" = 1'-0"

1800 BLDG RIGHT ELEVATION DEMO1 1/16" = 1'-0"

1800 BLDG FRONT ELEVATION DEMO2

1/16" = 1'-0"

1800 BLDG LEFT SIDE ELEVATION DEMO3 1/16" = 1'-0"

1800 BLDG REAR ELEVATION DEMO4

1/16" = 1'-0"

1800 BLDG RIGHT SIDEELEVATION6 1/16" = 1'-0"

1800 BLDG FRONT ELEVATION7

1/16" = 1'-0"

1800 BLDG LEFT SIDE ELEVATION8 1/16" = 1'-0"

1800 BLDG REAR ELEVATION9

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

ELEVATION TAG LEGENDE01 REMOVE EIFS DOWN TO SUBSTRATE. CLEAN SUBSTRATE TO ACCEPT NEW

EXTERIOR FINISH PER SPECIFICATIONS. REMOVE DOWN SPOUTS AS REQUIRED &REINSTALL AFTER NEW FINISH WORK IS COMPLETED.

E02 NEW ADHERED MASONRY SYSTEM TO BE INSTALLED OVER EXIST. CMU BACKUP: (2)COATS AIR/WATER BARRIER (ROLL ON) OVER EXIST. CMU BACKUP, VENEERMORTAR, THIN MASONRY VENEER.

E04 REMOVE EXISTING GUTTER & INSTALL NEW ALUMINUM GUTTER.

E05 ADD (1) DOWNSPOUT WHERE SHOWN ON EXTERIOR ELEVATION. TIE INTO EXISTINGDOWNSPOUT.

E07 EXISTING METAL FLASHING TO REMAIN. CLEAN, PREP. & PAINT. COLOR TO BEDETERMINED BY ARCHITECT.

E08 AT ALL EXISTING EXPOSED MASONRY: REMOVE ANY PLANT GROWTH. INSPECT &REPAIR ANY OPEN MORTAR JOINTS. CLEAN AND SEAL MASONRY SURFACES. REFERTO SPECIFICATION SECTION 040110 - MASONRY CLEANING.

E09 NEW ALUMINUM FLASHING AT PILASTER. MATCH THE PROFILE OF THE EXISTINGFLASHING. TIE INTO EXISTING FLASHING WITH CONCEALED SPLINE.

E4

Page 5: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

ELEV.1&6/A-201

ELE

V.2

&7/A

-201

ELEV.3&8/A-201

ELE

V.4

&9/A

-201

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. Pilaster14' - 8"

1

A-402

2

A-402

3

A-402

5

A-402

5

A-402

F08

E02 TYP.

2' - 2"6' - 1 1/4"

10' - 3 1/4" 6' - 0"

6' - 5 3/4" 9' - 2 3/4" 2' - 0" 3' - 10" 3' - 10" 2' - 0"

9' - 2 1/2" 6' - 0" 6' - 0" 6' - 0"

7' - 2 1/2"

2' - 0" 2' - 2" 2' - 2" 2' - 2" 2' - 2" 2' - 2" 2' - 2" 3' - 7 1/2"

14

' - 8

"9

' - 4

"

E06

BLOCK COLOR "B", TYP. REFER TO SPECIFICATIONS

E07

E08E08 E08E08 E08E08 E08E08 E08E08 E08E08 E08E08

E08E08E08E08 E08

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. Pilaster14' - 8"

4

A-402

E02 TYP.4' - 2 3/4"

6' - 0" 6' - 0" 11' - 0" 8' - 4" 27' - 10 1/2" 28' - 5 3/4"

3' - 0 1/2"

12' - 5"

2' - 0"

2' - 2" 2' - 2" 2' - 2" 2' - 2" 2' - 2" 2' - 2"

14

' - 8

"9

' - 4

"

BLOCK COLOR "B", TYP. REFER TO SPECIFICATIONS

E07

E08E08E08E08

E08E08

E08E08E08E08E08E08

E08E08 E08E08

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. Pilaster14' - 8"

1

A-402

2

A-402

5

A-402

E03E03

E02 TYP.

9

A-402

6' - 6 3/4"

6' - 0" 8' - 0" 6' - 0"

3' - 9 1/2"

8' - 6 3/4"

4' - 3 1/2" 4' - 3 1/2" 8' - 6 3/4"

6' - 0" 19' - 2 1/4"

2' - 2"2' - 2"2' - 2"2' - 2"3' - 0 1/2"

5' - 5"2' - 2"2' - 2"2' - 2"

14

' - 8

"9

' - 4

"

BLOCK COLOR "B", TYP. REFER TO SPECIFICATIONS

E07

E08E08

E08E08

E08E08

E08E08

E08E08 E08E08

E08E08 E08E08E08E08

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. Pilaster14' - 8"

4

A-402

E02 TYP.

A-40211

2' - 0"

12' - 5"

3' - 0 3/4"

6' - 2"

3' - 8" 3' - 8" 7' - 4"

6' - 0" 6' - 0" 6' - 0"

4' - 8" 1' - 3 1/4"

13' - 7"

5' - 6 3/4"

4' - 8"2' - 2"2' - 2"2' - 2"2' - 2"2' - 2"

14

' - 8

"9

' - 4

"

BLOCK COLOR "B", TYP. REFER TO SPECIFICATIONS

E07

E08E08

E08E08 E08E08

E08E08

E08

E08E08 E08E08E08E08

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. Pilaster

14' - 8"

E01 TYP.

2' - 2"6' - 1 1/4"

10' - 3 1/4" 6' - 0"

2' - 0" 3' - 10" 3' - 10" 2' - 0"

6' - 0"

7' - 2 1/2"

2' - 0" 2' - 2" 2' - 2" 2' - 2" 2' - 2" 2' - 2" 3' - 7 1/2"

6' - 5 3/4"

9' - 2 1/2" 9' - 2 1/2" 6' - 0" 6' - 0"

14

' - 8

"9

' - 4

"

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. Pilaster

14' - 8"

E01 TYP.4' - 2 3/4"

6' - 0" 6' - 0" 11' - 0" 8' - 4" 27' - 10 1/2" 28' - 5 3/4"

3' - 0 1/2"

12' - 5"

2' - 0"

2' - 2" 2' - 2" 2' - 2" 2' - 2" 2' - 2" 2' - 2"

14

' - 8

"9

' - 4

"

T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. Pilaster

14' - 8"

E01 TYP.

6' - 6 3/4"

6' - 0" 8' - 0" 6' - 0"

3' - 9 1/2"

8' - 6 3/4"

4' - 3 1/2" 4' - 3 1/2" 8' - 6 3/4"

6' - 0" 19' - 2 1/4"

2' - 2"2' - 2"2' - 2"2' - 2"3' - 0 1/2"

5' - 5"2' - 2"2' - 2"2' - 2"

14

' - 8

"9

' - 4

"

E10T.O. Ridge

24' - 0"

1st FLOOR

0"

T.O. Pilaster

14' - 8"

E01 TYP.

2' - 0"

12' - 5"

3' - 0 3/4"

6' - 2"

3' - 8" 3' - 8" 7' - 4"

6' - 0" 6' - 0" 6' - 0"

4' - 8" 1' - 3 1/4"

13' - 7"

5' - 6 3/4"

4' - 8"2' - 2"2' - 2"2' - 2"2' - 2"2' - 2"

14

' - 8

"9

' - 4

"

BL 1

ELEVATION MATERIALS LEGEND

ST 1 EXISTING EIFS TO BE REMOVED

BL 2 NEW 8"X16"X 1" THICK ADHERED MASONRY COLOR B

NEW 8"X16"X 1" THICK ADHERED MASONRY COLOR A

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

1909 ROUTE 70 EASTSUITE 307CHERRY HILL, NJ 08003TEL: 8 5 6 . 3 3 5 . 6 0 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Registered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIARegistered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIA

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evi

t\L

oca

l File

s\0

38

75

.00

02

-Arc

h-B

C E

ng

&T

raffic

Bld

g._

R19

_sm

rots

.rvt

10

/9/2

01

9 1

:31

:05 P

M

A-202

SS

SM

07/01/2019

03875.0002

BUILDING 1900 EXTERIORELEVATIONS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTONCOUNTY DPW

10/2

3/2

019 -

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

1" = 60'-0"

BLDG 1900 KEY PLAN5

1/16" = 1'-0"

1900 BLDG FRONT ELEVATION6 1/16" = 1'-0"

1900 BLDG LEFT SIDE ELEVATION7

1/16" = 1'-0"

1900 BLDG REAR ELEVATION8 1/16" = 1'-0"

1900 BLDG RIGHT SIDE ELEVATION9

1/16" = 1'-0"

1900 BLDG FRONT ELEVATION DEMO1 1/16" = 1'-0"

1900 BLDG LEFT SIDE ELEVATION DEMO2

1/16" = 1'-0"

1900 BLDG REAR ELEVATION DEMO3 1/16" = 1'-0"

1900 BLDG RIGHT SIDE ELEVATION DEMO4

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

ELEVATION TAG LEGENDE01 REMOVE EIFS DOWN TO SUBSTRATE. CLEAN SUBSTRATE TO ACCEPT NEW

EXTERIOR FINISH PER SPECIFICATIONS. REMOVE DOWN SPOUTS AS REQUIRED &REINSTALL AFTER NEW FINISH WORK IS COMPLETED.

E02 NEW ADHERED MASONRY SYSTEM TO BE INSTALLED OVER EXIST. CMU BACKUP: (2)COATS AIR/WATER BARRIER (ROLL ON) OVER EXIST. CMU BACKUP, VENEERMORTAR, THIN MASONRY VENEER.

E03 INSTALL NEW COUNTER FLASHING ABOVE VESTIBULE. COLOR TO MATCH EXISTING.REFER TO DETAIL 11/A-402.

E06 NEW TAPERED ARCHTOP MASONRY & KEYSTONE. CONSTRUCT W/ 8"x 16" CORNERUNITS & SHAPE IN FIELD.

E07 EXISTING METAL FLASHING TO REMAIN. CLEAN, PREP. & PAINT. COLOR TO BEDETERMINED BY ARCHITECT.

E08 AT ALL EXISTING EXPOSED MASONRY: REMOVE ANY PLANT GROWTH. INSPECT &REPAIR ANY OPEN MORTAR JOINTS. CLEAN AND SEAL MASONRY SURFACES. REFERTO SPECIFICATION SECTION 040110 - MASONRY CLEANING.

E10 REMOVE COUNTER FLASHING ABOVE VESTIBULE. CUT MORTAR JOINT CONTINUOUSABOVE VESTIBULE. INSTALL NEW ALUM. FLASHING, COLOR TO MATCH EXISTING.REFER TO DETAIL 11/A-402.

Page 6: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

EXTERIOR

EXIST. METAL FLASHING TO REMAIN. CLEAN, PREP. & PAINT. COLOR TO BE DETERMINED BY ARCHITECT.

NEW CEMENT PARGE & WASH

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

3' -

10

"

FINISHED GRADE

2"

ADHERED MASONRY STARTER TRACK

EXISTING CMU FACE BLOCK TO REMAIN. CLEAN & SEAL.

A-4018

FINISHED GRADE

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

EXTERIOR

EXISTING METAL COPING TO REMAIN

EXISTING DOWNSPOUT BEYOND

NEW .040 ALUM. FLASHING. COLOR TO BE DETERMINED BY ARCHITECT.

MAINTAIN ALL EXISTINGWEEPS

FACE OF EXISTING CMU BACKUP

24

' - 8

1/2

"

3' -

10

"2

0' -

8 1

/2"

NEW CEMENT PARGE & WASH

BOTTOM OF ADHERED MASONRY

2"

ADHERED MASONRY STARTER TRACK

A-4019

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

EXIST. MASONRY CONSTRUCTION

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

EXISTING ALUM. DOOR FRAME

EXISTING WOOD SHIM

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

EXISTING MASONRYCONSTRUCTION

CORNER MASONRY UNIT AT JAMBS

SEALANT & BACKER ROD AT EXISTING DOOR FRAME

+/-

1/4

"

EXISTING MASONRY CONSTRUCTION

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402ADHERED MASONRY SYSTEM

CORNER MASONRY UNIT AT ALL PIERS, TYP.

CORNER MASONRY UNIT AT ALL OUTSIDE CORNERS, TYP.

+/-

2' -

10

1/2

"

+/-2' - 10 1/2"

BACKER ROD & SEALANT AT 1/4" JOINT

BACKER ROD & SEALANT AT 1/4" JOINT

EXIST. CMU FACE BLOCK TO REMAIN. CLEAN & SEAL.

EXIST. THRU WALLFLASHING TO REMAIN

EXIST. METAL FLASHING TO REMAIN. CLEAN, PREP. & PAINT. COLOR TO BE DETERMINED BY ARCHITECT.

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

NEW .040 ALUM. FLASHING. COLOR TO BE DETERMINED BY ARCHITECT.

FACE OF EXISTING CMU BACK UP

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

EXISTING MASONRY CONSTRUCTION

EXISTING OVERHEAD DOOR ASSEMBLY

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

REMOVE PAINT AND RUST FROM THE EXISTING STEEL CORNER GUARD. CLEAN, PRIME & PAINT. COLOR TO BE DETERMINED BY ARCHITECT. TYP. AT OVERHEAD DOORS.

BACKER ROD & SEALANT AT 1/4" JOINT

EXISTING MASONRYCONSTRUCTION

EXIST. DOWNSPOUT

LINE OF NEW DOWNSPOUT ABOVE TO BE TIED TO EXISTING

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

NEW 1" THICK ADHERED MASONRY SYSTEM REFER TO DETAIL 10/A-402

2' - 9"

2' -

9"

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

1909 ROUTE 70 EASTSUITE 307CHERRY HILL, NJ 08003TEL: 8 5 6 . 3 3 5 . 6 0 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Registered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIARegistered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIA

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evi

t\L

oca

l File

s\0

38

75

.00

02

-Arc

h-B

C E

ng

&T

raffic

Bld

g._

R19

_sm

rots

.rvt

10

/9/2

01

9 1

:31

:19 P

M

A-401

SM

LA

07/01/2019

03875.0002

1800 BLDG. WALL SECTIONSAND DETAILS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTONCOUNTY DPW

10/2

3/2

019 -

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

3/4" = 1'-0"

WALL SECTION23/4" = 1'-0"

WALL SECTION1

1 1/2" = 1'-0"

SECTION CUT PLAN7

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

1 1/2" = 1'-0"

1800 BLDG DOOR DETAIL5

1 1/2" = 1'-0"

1800 BLDG EIFS CORNER DETAIL3

3" = 1'-0"

FLASHING DETAIL AT LOW PROFILE8 3" = 1'-0"

FLASHING DETAIL AT CONT. SYSTEM9

1 1/2" = 1'-0"

1800 BLDG OVER HEAD DOOR DETAIL4

1 1/2" = 1'-0"

1800 BLDG EIFS&CMU CORNER DETAIL6

Page 7: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

EXIST. WINDOW SILL TO REMAIN

FINISHED GRADE

EXIST. ALU. WINDOW

EXTERIOR

A-4026

EXIST. WALL MASONRY STRUCTURE TO REMAIN. CLEAN & SEAL.

A-4027

EXTERIOR

EXIST. WALL MASONRY STRUCTURE TO REMAIN.CLEAN & SEAL.

NEW ADHERED MASONRY SYSTEM

A-4027

EXIST. METAL FLASHING TO REMAIN. CLEAN, PREP. & PAINT. COLOR TO BE DETERMINED BY ARCHITECT.

PROVIDE WEEP HOLES TO ALIGN WITH EXISTING CMU WEEP HOLES

EXIST. THRU WALL FLASHING

FINISHED GRADE

NEW CEMENT PARGE & WASH

ADHERED MASONRY STARTER TRACK

2"

BOTTOM OF ADHERED MASONRY

EXTERIOR

EXIST. WALL MASONRY STRUCTURE TO REMAIN.CLEAN & SEAL.

NEW ADHERED MASONRY SYSTEM

PROVIDE WEEP HOLES TO ALIGN WITH EXISTING WEEP HOLES

EXIST. THRU WALL FLASHING

FINISHED GRADE

NEW CEMENT PARGE & WASH

ADHERED MASONRY STARTER TRACK

BOTTOM OF ADHERED MASONRY

2"

NEW ADHERED MASONRY SYSTEM. REFER TO INSTALLATION DETAIL #10/A-402

EXIST. WALL MASONRY STRUCTURE TO REMAIN

EXIST. WINDOW SILL

EXIST. ALUMINUM WINDOW FRAME

NEW ADHERED MASONRY CORNER TRIM AT WINDOW

BACKER ROD & SEALANT AT 1/4" JOINT

EXIST. WINDOW SILL

EXIST. ALUMINUM WINDOW FRAME

NEW ADHERED MASONRY SYSTEM. REFER TO INSTALLATION DETAIL #10/A-402

EXIST. WALL MASONRY STRUCTURE TO REMAIN

CORNER MASONRY UNIT AT ALL OUTSIDE CORNERS, TYP.

BACKER ROD & SEALANT AT 1/4" JOINT

EXIST. ALUM. WINDOW FRAME

EXIST. STEEL BEAM AND PLATE

EXIST. RIGID INSULATION

INSTALL NEW RUNNING BOND & SOLDIER BRICK COURSE. MATCH EXISTING BRICK. INSTALL MIN. (4) WEEP HOLES AT EVERY WINDOW. LOCATE OUTER-MOST WEEP HOLES WITHIN 8" PAST WINDOW JAMBS. REFER TO WINDOW HEAD ELEVATION ABOVE FOR EXTENT OF BRICK TO BE REMOVED. TYP.

PROVIDE 1 1/2" RIGID INSULATION PANEL

NEW THRU WALL FLASHING W/ END DAMS. EXTEND MIN. 8" PAST EXISTING WINDOW JAMBS

CUT BACK EXIST. FLASHING

CUT BACK EXIST. INSULATION

NEW HOHMANN & BARNARD STAINLESS STEEL DRIP EDGE W/ ADHERED BACKING

INSTALL TERMINATION BAR

EXISTING INSULATED DRAIN PIPE

EXISTING FLASHING

EXISTING BUILT-IN GUTTER LININGS

PRESSURE-SENSITIVE ELASTOFORM FLASHING OVER EPDM PRIMER OVER EXISTING GUTTER

EXISTING WALL STRUCTURE

CONTINIOUS LAP SEALANT AT EXIST. GUTTER

6" MIN.

CONTINIOUS LAP SEALANT AT EXIST. GUTTER

MEMBRANE INSTALLATION NOTES:1. EXISTING FLANGES AT DRAIN PIPE & GUTTER MUST BE TOTALLY COVERED BY PRESSURE-SENSITIVE ELASTOFORM FLASHING WITH 2" MIN. COVERAGE.2. LAP EPDM SEALANT "SURE SEAL" BY CARLISLE. REFER TO MANUF. INSTRUCTIONS FOR INSTALLATION.3. "LOW VOC EPDM PRIMER" BY CARLISLE. REFER TO MANUF. INSTRUCTIONS FOR INSTALLATION.4. EPDM "PRESSURE-SENSITIVE ELASTOFORM FLASHING" BY CARLISLE. REFER TO MANUF. INSTRUCTIONS FOR INSTALLATION

EXIST. ALUMINUM SILL TO REMAIN

EXIST. ALU. WINDOW

EXTERIOR

NEW ADHERED MASONRY SYSTEM

NEW MASONRY ADHERED SYSTEM

A-4027

EXIST. WALL MASONRY STRUCTURE TO REMAIN

FINISHED GRADE

NEW CEMENT PARGE & WASH

ADHERED MASONRY STARTER TRACK

EXIST. ALUM. FLASHING TO REMAIN

BOTTOM OF ADHERED MASONRY

2"

REMOVE PAINT AND RUST FROM THE EXISTING STEEL PLATE. CLEAN, PRIME & PAINT TO MATCH EXISTING COLOR.

EXISTING STRUCTURE BEYOND

EXIST. WALL MASONRY STRUCTURE TO REMAIN

EXISTING MASONRY WALL, CLEANED & PREPPED AS REQUIRED

(2) COAT OF AIR & VAPOR BARRIER OVER EXISTING CMU WALL

SPECIFIED VENEER MORTAR

1" THICK MASONRY UNIT [8"x16"]

SPECIFIED POINTING MORTAR

EXIST. BRICK VENEER.CLEAN & SEAL.

NEW .040 CONT. ALUM. COUNTER FLASHING. COLOR TO MATCH EXISTING

SEALANT

EXISTING ALUM. WINDOW FRAME

EXISTING FLASHING TO REMAIN

NEW SEALANT

SAW CUT CONT. HORIZONTALGROOVE IN MORTAR JOINT

EXIST. THRU WALL FLASHING TO REMAIN

MAINTAIN ALL EXIST. WEEPS

MIN.8"

MIN.8"

6/A-402

NEW BRICK RUNNING BOND & SOLDIER COARSE. COLOR & TEXTURE TO MATCH EXISTING. INSTALL NEW THRU WALL FLASHING & END DAMS. EXTEND NEW FLASHING AT LEAST 8" MIN. ON BOTH SIDES OF THE WINDOW.

EXISTING WINDOW

EXISTING WINDOW TYPICAL ELEVATION

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

1909 ROUTE 70 EASTSUITE 307CHERRY HILL, NJ 08003TEL: 8 5 6 . 3 3 5 . 6 0 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Registered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIARegistered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIA

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evi

t\L

oca

l File

s\0

38

75

.00

02

-Arc

h-B

C E

ng

&T

raffic

Bld

g._

R19

_sm

rots

.rvt

10

/9/2

01

9 1

:31

:37 P

M

A-402

SS

SM

07/01/2019

03875.0002

1900 BLDG. WALL SECTIONAND DETAILS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTONCOUNTY DPW

10/2

3/2

019 -

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

3/4" = 1'-0"

WALL SECTION1 3/4" = 1'-0"

WALL SECTION2 3/4" = 1'-0"

WALL SECTION3

1 1/2" = 1'-0"

ADHERED MASONRY PLAN DETAIL AT WINDOW9

1 1/2" = 1'-0"

ADHERED MASONRY PLAN DETAIL AT PILASTER8

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

3" = 1'-0"

DETAIL6 3" = 1'-0"

DETAIL7

3/4" = 1'-0"

WALL SECTION4 3/4" = 1'-0"

WALL SECTION5

6" = 1'-0"

ADHERED MASONRY WALL SYSTEM10

3" = 1'-0"

CURTAIN WALL FLASHING DETAIL11

Page 8: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

CONCEALED CASEWORK HINGES, TYP. REFER TO SPECIFICATIONS FOR CASEWORK HARDWARE

CONTINOUS SPACER/BLOCKING SECURED TO CONTINOUS WALL BLOCKING, TYP.

ALL INTERIOR CABINET SURFACES TO RECEIVE WHITE MELAMINE

HEAVY DUTY PEGS WITH CLEAR PLASTICSPACER, GROOVES @ 3"O.C. TYP.

WIRE PULL REFER TO SPECIFICATIONS FORCASEWORK HARDWARE

P. LAM CABINET & DOORS

1' -

6"

1' -

6"

7' -

2"

P. LAM ON ALL EXPOSED SURFACES REFER TO ELEVATION FOR FINISHES

SOLID SURFACE COUNTERTOP

INTEGRAL SOLID SURFACE SINK. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

CLEARANCE UNDER P. LAM ACCESS PANEL COMPLYING WITH ADA

CONTROL MODULE & VALVE BEHIND REMOVABLE PANEL

REMOVABLE ACCESS PANELS (P.LAM)

HIDDEN SCREW

SCHEDULED WALL FINISH

EXISTING FLOOR FINISH TO REMAIN

2' -

10

"

RUBBER BASE

2' -

10

"

P. LAM APRON

FAUCET W/ INTEGRAL SPRAYER SEE SPECIFICATIONS AND DETAILS

27

" M

IN.

34

" M

AX

.

4' -

8"

2' -

6"

7' -

2"

WIRE PULL REFER TO SPECIFICATION FOR CASEWORK HARDWARE

DRAWER WITH FULL EXTENSION BALL BEARING GLIDES AND SOFT CLOSER REFER TO SPECIFICATIONS

ALL INTERIOR CABINET SURFACES TO RECEIVE WHITE MELAMINE

PULL OUT DRAWERS TYP. 3/4" THICK PLYWOOD WITH WHITE PLASTIC LAMINATE ON ALL SIDES

P.LAM ON ALL EXPOSED SURFACES REFER TO ELEVATION FOR FINISHES

HEAVY DUTY PEGS WITH CLEAR PLASTICSPACER, GROOVES @ 3"O.C. TYP.

SOLID SURFACE COUNTERTOP

3"

3/4"

TY

P.

3"

3' -

0"

4"

2' - 0"

2' - 1"

1' -

6"

RUBBER BASE TO MATCH EXISTING BASE IN ROOM

CONCEALED CASEWORK HINGES, TYP. REFER TO SPECIFICATIONS FOR CASEWORK HARDWARE

CONTINOUS SPACER/BLOCKING SECURED TO CONTINOUS WALL BLOCKING, TYP.

ALL INTERIOR CABINET SURFACES TO RECEIVE WHITE MELAMINE

HEAVY DUTY PEGS WITH CLEAR PLASTICSPACER, GROOVES @ 3"O.C. TYP.

WIRE PULL REFER TO SPECIFICATIONS FORCASEWORK HARDWARE

P. LAM CABINET & DOORS

3/4

"

4 1

/2"

2' -

1"

4"

2' - 0"

3"

3/4"

TY

P.

3"

3' -

0"

4"

2' - 0"

2' - 1"

7' -

2"

2' -

4"

1' -

6"

1' -

6"

CONCEALED CASEWORK HINGES, TYP. REFER TO SPECIFICATIONS FOR CASEWORK HARDWARE

CONTINOUS SPACER/BLOCKING SECURED TO CONTINOUS WALL BLOCKING, TYP.

ALL INTERIOR CABINET SURFACES TO RECEIVE WHITE MELAMINE

HEAVY DUTY PEGS WITH CLEAR PLASTICSPACER, GROOVES @ 3"O.C. TYP.

WIRE PULL REFER TO SPECIFICATIONS FORCASEWORK HARDWARE

P. LAM CABINET & DOORS

WIRE PULL REFER TO SPECIFICATION FOR CASEWORK HARDWARE

DRAWER WITH FULL EXTENSION BALL BEARING GLIDES AND SOFT CLOSER REFER TO SPECIFICATION

ALL INTERIOR CABINET SURFACES TO RECEIVE WHITE MELAMINE

PULL OUT DRAWERS TYP. 3/4" THICK PLYWOOD WITH WHITE PLASTIC LAMINATE ON ALL SIDES

P.LAM ON ALL EXPOSED SURFACES REFER TO ELEVATION FOR FINISHES

HEAVY DUTY PEGS WITH CLEAR PLASTICSPACER, GROOVES @ 3"O.C. TYP.

SOLID SURFACE COUNTERTOP

RUBBER BASE TO MATCH EXISTING BASE IN ROOM

3/4

"

4 1

/2"

2' -

1"

4"

2' - 0"

3"

3/4"

TY

P.

3"

7' -

0"

1' -

8"

WIRE PULL REFER TO SPECIFICATIONS FOR CASEWORK HARDWARE

CONCEALED CASEWORK HINGES, TYP. REFER TO SPECIFICATIONS FOR CASEWORK HARDWARE

CONTINOUS SPACER/BLOCKING SECURED TO CONTINOUS WALL BLOCKING, TYP.

P. LAM ON ALL INTERIOR CABINET SURFACES TO RECEIVE WHITE MELAMINE

HEAVY DUTY PEGS WITH CLEAR PLASTIC SPACER, GROOVES @ 3"O.C. TYP.

P. LAM ON ALL EXTERIOR SURFACES REFER TO ELEVATIONS FOR FINISHES

RUBBER BASE TO MATCH EXISTING BASE IN ROOM

2' - 0"

CONCEALED CASEWORK HINGES, TYP. REFER TO SPECIFICATIONSFOR CASEWORK HARDWARE

CONTINOUS SPACER/BLOCKING SECURED TO CONTINOUS WALL BLOCKING, TYP.

ALL INTERIOR CABINET SURFACES TO RECEIVE WHITE MELAMINE

ADJUSTABLE SHELVING TYP. 3/4" THICK PLYWOOD WITH PLASTIC LAMINATE ON ALL SIDES

HEAVY DUTY PEGS WITH CLEAR PLASTICSPACER, GROOVES @ 3"O.C. TYP.

WIRE PULL REFER TO SPECIFICATIONS FOR CASEWORK HARDWARE

P. LAM CABINETS & DOORS

P. LAM AT OPEN SHELVING

SOLID SURFACE AS SCHEDULED

2' -

10

"4

" 2' - 1"

1' -

4"

2' -

6"

7' -

0"

1' -

8"

1 1

/2"

RUBBER BASE

3/4

"1

1/2

"1

/4"

8"

7 3

/4"

1 1

/2"

8"

3/4

"

4"

CONCEALED CASEWORK HINGES, TYP.

CONTINOUS SPACER/BLOCKING SECURED TO CONTINOUS WALL BLOCKING, TYP.

ALL INTERIOR CABINET SURFACES TO RECEIVE WHITE MELAMINE

ADJUSTABLE SHELVING TYP. 3/4" THICK PLYWOOD WITH PLASTIC LAMINATE ON ALL SIDES

HEAVY DUTY PEGS WITH CLEAR PLASTICSPACER, GROOVES @ 3"O.C. TYP.

WIRE PULL REFER TO SPECIFICATIONS FOR CASEWORK HARDWARE

P.LAM. ON ALL EXTERIOR SURFACES REFER TO ELEVATIONS FOR FINISHES

7' -

0"

1' -

8"

(28) 3 1/2"x11" MAIL SLOTS(P.LAM ALL SURFACES)

P. LAM AT OPEN SHELVING

SOLID SURFACE AS SCHEDULED

RUBBER BASE

2' -

10

"4

' - 2

"

2' -

5 1

/4"

1' -

8 3

/4"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

1 1

/2"

3/4

"1

1/2

"1

/4"

8"

7 3

/4"

1 1

/2"

8"

3/4

"

4"

TURN DOWN COUNTERTOPSEAMLESS SIDE SPLASH

P.LAM CABINET SURFACE

P.LAM SINK CABINET APRON

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

1909 ROUTE 70 EASTSUITE 307CHERRY HILL, NJ 08003TEL: 8 5 6 . 3 3 5 . 6 0 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Registered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIARegistered Architect . New JerseyLicense no. 13590

Stephen J. Sgro, AIA

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1 1/2" = 1'-0"

C:\P

SS

_R

evi

t\L

oca

l File

s\0

38

75

.00

02

-Arc

h-B

C E

ng

&T

raffic

Bld

g._

R19

_sm

rots

.rvt

10

/9/2

01

9 1

:31

:44 P

M

A-790

SM

LA

07/01/2019

03875.0002

MILLWORK/CASEWORKDETAILS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1800 & 1900 Briggs Rd, Mt Laurel Twp, NJ 08054

BURLINGTONCOUNTY DPW

10/2

3/2

019 -

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

1 1/2" = 1'-0"

ADA CABINET W/SINK1 1 1/2" = 1'-0"

FULL HEIGHT CABINET2 1 1/2" = 1'-0"

FULL HEIGHT SHORT CABINET ABOVE3

1 1/2" = 1'-0"

STORAGE CABINET5 1 1/2" = 1'-0"

CABINETS W/BOTTOM SHELVING6 1 1/2" = 1'-0"

CABINETS W/MAIL SLOTS7

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

1 1/2" = 1'-0"

COUNTERTOP TRANSITION4

Page 9: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

1. PROVIDE ALL MATERIALS, LABOR, EQUIPMENT AND SERVICES AND PERFORM ALL OPERATIONS IN CONNECTION WITH THE ELECTRICAL WORK. IT IS THE INTENT THAT THESE DRAWINGS PROVIDE THE WORK REQUIRED FOR AN ELECTRICAL INSTALLATION THAT IS COMPLETE IN EVERY ASPECT, READY FOR OPERATION.

2. THE DRAWINGS, DIVISION 0-BIDDING & CONTRACT FORMS, AND DIVISION 1, GENERAL REQUIREMENTS, GOVERN THIS WORK. WHERE ITEMS OF GENERAL CONDITIONS AND REPEATED HEREIN, IT IS INTENDED TO QUALIFY OR TO CALL PARTICULAR ATTENTION TO THEM; IT IS NOT INTENDED THAT ANY OTHER PARTS OF THE GENERAL CONDITIONS SHALL BE ASSUMED TO BE OMITTED.

3. ALL WORK SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND THE REQUIREMENTS OF ANY OTHER AUTHORITIES HAVING JURISDICTION. ALL MATERIAL AND EQUIPMENT SHALL BE UL LISTED AND SHALL BEAR THE UL INSPECTION LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED. AT THE COMPLETION OF THE WORK, SECURE CERTIFICATES OF APPROVAL FROM THE VARIOUS AUTHORITIES HAVING JURISDICTION AND DELIVER SAME TO PAULUS, SOKOLOWSKI AND SARTOR ("THE DESIGN PROFESSIONAL").

4. ALL WORK SHALL COMPLY WITH NECA STANDARD OF INSTALLATION (PUBLISHED BY THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION) AND NFPA 70 - NATIONAL ELECTRICAL CODE (NEC) AND ALL APPLICABLE STANDARDS THE OWNER HAS DEVELOPED AS THEY PERTAIN TO THIS WORK.

5. "PROVIDE" MEANS TO SUPPLY, ERECT, INSTALL AND CONNECT UP IN COMPLETE READINESS FOR REGULAR OPERATION, THE PARTICULAR WORK REFERRED TO. "FURNISH" MEANS TO SUPPLY AND DELIVER TO THE JOB. "INSTALL" MEANS TO RECEIVE, INSTALL AND CONNECT UP IN COMPLETE READINESS FOR REGULAR OPERATION, THE PARTICULAR WORK REFERRED TO. "APPROVED EQUAL" MEANS ANY EQUIPMENT OR MATERIAL WHICH IN THE OPINION OF THE DESIGN PROFESSIONALS, IS EQUAL IN QUALITY, DURABILITY, APPEARANCE, STRENGTH, DESIGN, PERFORMANCE, PHYSICAL DIMENSIONS, AND ARRANGEMENT TO THE EQUIPMENT OR MATERIAL SPECIFIED AND WILL FUNCTION ADEQUATELY IN ACCORDANCE WITH THE GENERAL DESIGN.

6. BEFORE SUBMITTING THE BID, VISIT SITE WHERE WORK IS REQUIRED, SURVEY THE EXISTING CONDITIONS AND BECOME FAMILIAR WITH THE DIFFICULTIES WHICH WILL AFFECT THE EXECUTION AND COMPLETION OF THE WORK. INVESTIGATE THE NATURE AND LOCATION OF THE WORK, THE GENERAL AND LOCAL CONDITIONS, PARTICULARLY THOSE BEARING UPON THE WORK REQUIRED, TRANSPORTATION, DISPOSAL, HANDLING AND STORAGE OF MATERIALS, AVAILABILITY OF LABOR, WATER, ELECTRIC POWER, ROADS, AND PHYSICAL CONDITIONS AT THE SITE NEEDED FOR THE PROSECUTION OF THE WORK AND ALL OTHER MATTERS UPON WHICH INFORMATION IS REASONABLY OBTAINABLE AND WHICH CAN IN ANY WAY AFFECT THE WORK OR THE COST THEREOF UNDER THE CONTRACT.

7. PROCURE AND PAY FOR ALL CERTIFICATES, FEES, TESTS, INSPECTIONS, BONDS, DEPOSITS, AND ESCROW ACCOUNTS, REQUIRED FOR COMPLETE INSTALLATION OF THE WORK. SECURE AND PAY FOR ALL NECESSARY PERMITS FROM THE CITY, TOWN, COUNTY, AND OTHER AUTHORITIES. GIVE ALL NOTICES REQUIRED BY LAW, ORDINANCES, OR THE RULES AND REGULATIONS OF THE VARIOUS AUTHORITIES. COMPLY WITH ALL ORDERS OF THE LOCAL DEPARTMENT OF BUILDINGS, COUNTY DEPARTMENT OF HEALTH, FIRE MARSHAL, ETC. DELIVER TO THE OWNER'S REPRESENTATIVE ALL PERMITS AND CERTIFICATES OF APPROVAL ISSUED BY ALL TOWN, COUNTY, AND STATE AGENCIES HAVING JURISDICTION IN CONNECTION WITH THIS WORK, BEFORE THE CERTIFICATE FOR THE FINAL PAYMENT IS ISSUED.

8. NO WORK SHALL BE COVERED OVER UNTIL TESTS HAVE BEEN PERFORMED AND THE AUTHORITIES HAVING JURISDICTION HAVE EXAMINED, INSPECTED AND APPROVED THE TESTS AND THE WORK. PROVIDE ALL CONTROLLED INSPECTIONS REQUIRED BY THE REGULATIONS OF TOWN, COUNTY, AND STATE. THE CONTROLLED INSPECTIONS SHALL BE MADE BY AN INSPECTOR MEETING THE PROFESSIONAL REQUIREMENTS SET FORTH BY STATE AND LOCAL LAWS AND SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE TOWN, COUNTY, AND STATE BUILDING CODES.

9. TAKE OUT ALL NECESSARY INSURANCE, FREE OF EXTRA CHARGE, AND AGREE TO INDEMNIFY AND SAVE HARMLESS THE PARTY CONTRACTING FOR SERVICES, AGAINST LOSS OR EXPENSE.

10. THE DRAWINGS DO NOT UNDERTAKE TO ILLUSTRATE OR SET FORTH EVERY ITEM NECESSARY FOR THE WORK, AS IT IS ASSUMED THAT WITH HIS BID SUBMISSION, THE CONTRACTOR ACKNOWLEDGES THAT HE IS EXPERT IN THE SEVERAL LINES OF THE WORK AND IS CAPABLE OF INTERPRETING THEM. WHERE NO SPECIFIED MANUFACTURER OR QUALITY OF MATERIAL IS GIVEN, A FIRST-CLASS STANDARD ARTICLE AS APPROVED BY THE DESIGN PROFESSIONAL SHALL BE FURNISHED.

11. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE GENERAL ARRANGEMENT OF EQUIPMENT, CONDUITS, PANELS, FIXTURES, ETC. THE LOCATIONS OF ALL ITEMS SHOWN THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED AT THE PROJECT AND SHALL HAVE THE APPROVAL OF THE DESIGN PROFESSIONAL BEFORE BEING INSTALLED. DO NOT SCALE DRAWINGS.

12. MAINTAIN AND PROTECT ALL EQUIPMENT, MATERIALS AND TOOLS FROM LOSS OR DAMAGE FROM ALL CAUSES UNTIL FINAL ACCEPTANCE BY THE OWNER.

13. IT IS REQUIRED THAT THE WORK INDICATED BE CARRIED OUT WITH A MINIMUM OF INTERFERENCE TO THE ESTABLISHED ROUTINE OF THE EXISTING BUILDINGS, AND THAT ALL WORK BE PERFORMED WITHIN THE REQUIRED CONTRACT TIME. ANY WORK NECESSARY TO BE PERFORMED AFTER REGULAR WORKING HOURS, SHALL BE PERFORMED WITHOUT ADDITIONAL EXPENSE TO THE OWNER.

14. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, WHEN INTERRUPTION OF THE PRESENTLY MAINTAINED SERVICES, MECHANICAL, ELECTRICAL OR OTHERWISE IS REQUIRED. WRITTEN PERMISSION SHALL BE OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WITH THE SHUT-DOWN.

15. PROVIDE ALL NECESSARY TRAILERS, EXTENSION CORDS AND LAMPS, TO PROVIDE TEMPORARY LIGHT AND POWER FOR THE PROPER EXECUTION OF ALL WORK.

16. PROVIDE ALL SCAFFOLDING, RIGGING, HOISTING, AND SERVICES NECESSARY FOR ERECTION AND DELIVERY INTO THE PREMISES OF ANY EQUIPMENT AND APPARATUS FURNISHED. REMOVE SAME FROM PREMISES WHEN NO LONGER REQUIRED.

17. ALL WORK SHOWN ON THE DRAWINGS THAT IS NOT SPECIFICALLY INDICATED AS BEING EXISTING SHALL BE ASSUMED TO BE NEW.

18. THE INSTALLATION OF ALL ELECTRICAL EQUIPMENT, LIGHTING, CONDUIT AND WIRING SHALL CONFORM TO THE LATEST EDITION IBC CODE EARTHQUAKE CONTROL SECTION 1622.

GENERAL NOTES

NEMA 5-20R DUPLEX RECEPTACLE

(2) NEMA 5-20R DUPLEX RECEPTACLES (QUAD)

J JUNCTION BOX

1

T

PANELBOARD (SURFACE MOUNTED)

COMBINATION MOTOR STARTER AND DISCONNECT SWITCH(NEMA 1, MINIMUM)

DISCONNECT SWITCH

MOTOR - NUMBER INDICATES HORSEPOWER

TRANSFORMER

J

NAMENUMBER

0

1

A

A101

FLOOR PLAN1/8" = 1'-0"X

1

DEMOLITION / RENOVATION DESIGNATIONS

(R)

(E)

(RR)

SUBSCRIPT INDICATES EXISTING EQUIPMENT / DEVICE TO REMAIN

SUBSCRIPT INDICATES EXISTING EQUIPMENT / DEVICE TO BE REMOVED

SUBSCRIPT INDICATES EXISTING EQUIPMENT / DEVICE TO BE REMOVED AND RELOCATED

SYMBOLS DESCRIPTION

(RE) SUBSCRIPT INDICATES RELOCATED EXISTING EQUIPMENT / DEVICE

(N) SUBSCRIPT INDICATES NEW EQUIPMENT / DEVICE

SYMBOLS DESCRIPTION

ELECTRICAL SYMBOL LEGEND

PANELBOARD (FLUSH MOUNTED)

SYMBOLS DESCRIPTION

TAGS

PLAN KEYNOTE GENERIC

COLUMN GRID HEAD

DETAIL SECTION

FLOOR PLAN TITLE

REVISION TAG

MECHANICAL EQUIPMENT TAGHHWP-XX

ROOM TAG

DEVICE TO BE REMOVED (DEMO PLANS); UNDERFLOOR CONDUIT (NEW PLANS)

NEW WORK

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR

FIRE ALARM END OF LINE DEVICE

FIRE ALARM MONITOR MODULE

CARBON MONOXIDE DETECTOR - CEILING MOUNTED(MANUFACTURED BY SYSTEM SENSOR, CAT. #CO1224TR -NO EQUALS)

CO

EMERGENCY POWER OFF PUSHBUTTON STATIONEPO

FACP

FAAP

VFD VARIABLE FREQUENCY DRIVE

EOL

COCARBON MONOXIDE DETECTOR - WALL MOUNTED(MANUFACTURED BY SYSTEM SENSOR, CAT. #CO1224T -NO EQUALS)

MM

COMBINATION VOICE/DATA COMMUNICATIONS OUTLET

SYMBOLS DESCRIPTION

FIRE ALARM AND DETECTION SYSTEM LEGEND

SYMBOLS DESCRIPTION

DATA AND TELECOMMUNICATION LEGEND

NEMA 5-20R GFCI DUPLEX RECEPTACLE IN WEATHERPROOF ENCLOSURE WITH WEATHERPROOF COVER

WP

FUSED DISCONNECT SWITCH

NOTE: NOT ALL SYMBOLS SHOWN IN LEGEND MAY BE USED.

NOTE: NOT ALL DESIGNATIONS SHOWN IN LEGEND MAY BE USED.

DUCT DETECTOR - RETURN AIRRA

FIRE ALARM REMOTE ALARM INDICATOR WITH TEST SWITCHRAT

FIRE ALARM CONTROL MODULECM

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

12" = 1'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:4

0 P

M

E-001

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - LEAD SHEET

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

DRAWING LIST - ELECTRICALSHEET NUMBER SHEET NAME

E-001 ELECTRICAL - LEAD SHEET

E-015 ELECTRICAL - SITE - DEMOLITION AND NEW WORK PLANS

E-051 ELECTRICAL - BUILDING 1800 - DEMOLITION PLAN

E-052 ELECTRICAL - BUILDING 1900 - DEMOLITION PLAN

E-101 ELECTRICAL - BUILDING 1800 - NEW WORK PLAN

E-102 ELECTRICAL - BUILDING 1900 - NEW WORK PLAN

E-501 ELECTRICAL - PART PLANS

E-701 ELECTRICAL - SCHEDULES (BUILDING 1800)

E-702 ELECTRICAL - SCHEDULES (BUILDING 1900)

E-801 ELECTRICAL - PARTIAL FIRE ALARM RISER DIAGRAMS

E-901 ELECTRICAL - DETAILS

ELECTRICAL ABBREVIATIONSSYMBOL DESCRIPTION

AFF ABOVE FINISHED FLOOR

AD ACCESS DOOR

AHU AIR HANDLING UNIT

ANSI AMERICAN NATIONAL STANDARD INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWG AMERICAN WIRE GAGE

AMP, A AMPERE

AVG AVERAGE

BHP BRAKE HORSEPOWER

BLDG BUILDING

BAS BUILDING AUTOMATION SYSTEM

BMS BUILDING MANAGEMENT SYSTEM

CLG CEILING

CHK CHECK

CKT CIRCUIT

CB CIRCUIT BREAKER

°, DEG DEGREES

°F DEGREES FAHRENHEIT

D DEPTH, DRAIN

Ø, DIA, DIM DIAMETER

ID DIAMETER, INSIDE

OD DIAMETER, OUTSIDE

DN DOWN (PENETRATES FLOOR SLAB)

DWG DRAWING

%EFF EFFICIENCY, PERCENTAGE

EWC ELECTRIC WATER COOLER

EL ELEVATION

EF EXHAUST FAN

FA FACE AREA, FIRE ALARM

FM FACTORY MUTUAL

', FT FEET, FOOT

FACP FIRE ALARM CONTROL PANEL

FCV FLOOR CONTROL VALVE ASSEMBLY

FLA FULL LOAD AMP

GA GAGE, GAUGE

GC GENERAL CONTRACTOR

HD HEAD, HEAT DETECTOR

HVAC HEATING, VENTILATION AND AIR CONDITIONING

H, HT HEIGHT

HZ HERTZ (FREQUENCY)

HP HORSEPOWER, HEAT PUMP

H. CLNG HUNG CEILING

", IN INCHES

L, LG LENGTH

LF LINEAR FEET

MFR MANUFACTURER

MNS MASS NOTIFICATION SYSTEM

MAX MAXIMUM

MER MECHANICAL EQUIPMENT ROOM

MIN MINIMUM

MHP MOTOR HORSEPOWER

NEMA NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NOM NOMINAL

NC NORMALLY CLOSED

NO NORMALLY OPEN

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OCCUP OCCUPANCY

OSHA OCCUPATIONAL SAFETY & HEALTH ACT/AGENCY

OCPD OVERCURRENT PROTECTION DEVICE

OFOI OWNER FURNISHED OWNER INSTALLED

PH PHASE (ELECTRICAL)

LBS POUND

REQ'D REQUIRED

RPM REVOLUTIONS PER MINUTE

RM ROOM

SF SAFETY FACTOR, SUPPLY FAN

SCH SCHEDULE

S SECOND

SPEC SPECIFICATION

SQ FT SQUARE FEET

SQ IN SQUARE INCHES

SWBD SWITCHBOARD

TS TAMPER SWITCH

T, TEMP TEMPERATURE

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UON UNLESS OTHERWISE NOTED

UP UP (PENETRATES FLOOR SLAB)

V VALVE, VENT, VOLTS

VA VOLT-AMPERES

WFS WATER FLOW SWITCH

W WATT, WIDTH, WASTE

WP WEATHERPROOF

WT WEIGHT, WATER TREATMENT

Z ZONE

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 10: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

ENGINEERING/OFFICE BLDG. (1900)

TRAFFIC MAINTENANCE BLDG. (1800)

BR

IGG

S R

OA

D

ROUTE 38

EXISTING SIGNAGE

EXISTING SIGNAGE

1

1

ENGINEERING/OFFICE BLDG. (1900)

TRAFFIC MAINTENANCE BLDG. (1800)

BR

IGG

S R

OA

D

ROUTE 38

EXISTING SIGNAGE

EXISTING SIGNAGE

2

2

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1" = 80'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:4

1 P

M

E-015

FFC

MTK

09/10/2019

03875.0002

ELECTRICAL - SITE -DEMOLITION AND NEWWORK PLANS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

SHEET KEYNOTES1. DISCONNECT AND REMOVE EXISTING IN-GRADE SITE LIGHTING FIXTURES AND ASSOCIATED

IN-GRADE HOUSING AT EXISTING SIGNAGE. EXISTING BRANCH CIRCUIT WIRING TO REMAIN. REFER TO NEW WORK PART PLAN ON THIS DWG. FOR ADDITIONAL INFORMATION.

2. PROVIDE EXTERIOR WEATHERPROOF IN-GRADE LIGHTING FIXTURES (KIM LIGHTING, CAT. NO. LTV82EB-WW-12L-3K-UV OR APPROVED EQUAL) AND WIRE TO EXISTING BRANCH CIRCUIT PREVIOUSLY SERVING EXTERIOR SIGNAGE LIGHTING IN THIS AREA. EXTEND BRANCH CIRCUIT TO NEW EXTERIOR LIGHTING FIXTURE LOCATIONS AS REQUIRED. COORDINATE EXACT LIGHTING FIXTURE LOCATIONS AND AIMING WITH OWNER. (TYP. FOR 4 LOCATIONS).

GENERAL NOTES1. REFER TO DWG. E-001 FOR ELECTRICAL GENERAL NOTES AND LEGEND.

2. BE RESPONSIBLE FOR ALL COORDINATION AND PROJECT PHASING.

1" = 80'-0"

ELECTRICAL - SITE PLAN - DEMOLITION1 1" = 80'-0"

ELECTRICAL - SITE PLAN - NEW WORK2

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 11: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

UH-2

UH-2

UH-2

UH-2

UH-1

UH-1

UH-1

UH-1

UH-1

F-1

SF-1

CU-1CU-2

OU-1

EF-GAR

F-3

EF-4

F-2

EF-FUME

MAU-1

IU-1

SF-2

SF-3

PPTA

PPT

PTA

PTC

PTD

PTB

(E)

(E)

(E)

(E)

(E)

MEN'S LOCKER

06

WOMEN'SLOCKER

07

CORRIDOR

08

HAZ MAT

10

STORAGE

05

MECH.

17

OFFICE

04

SIGN SHOP

09

OFFICE

11

ELECTRICALSHOP

13

STORAGE

12

PREFAB. & OLDEQUIPMENTSTORAGE

14

STORAGE

15

CONTROLLERCABINET

STORAGE

16

PAINT TRUCK &THERMOPLASTIC

TRAILERS

03

THERMOPLASTIC,PAINT, BEADS,

& SMALL EQUIP.STOR.

01

MACHINE ROOM

02

(E)

1. 2. 2.5 2.8 3. 4. 5. 5.2 5.6 6. 6.4 6.8 7.2 7.6 8. 9.

A.

B.

C.4

C.2

C.

D.2

D.

E.

F.

G.

G.4.

H.

H.2.

I

J

K

K.2

L

1

2

3

4

5

(R)

6

(R)

(R)

8

7

(R)

9

DHWH-1

(R)

10

(R)

(R)

1112

(R)

13

(R)14

(R)

15

(R)

17

(E)

18

(R)

19

(E)

16

(E)

20

(R)

(R)

21

21

(R)

21

(R)21

(R)

21

(R)

22

(R)

22

(R)

22

(R)

22

24

FAAP

25

(E)

FACP

(E)

26

26

DF-1

(R)

27

(FED FROM 'PTD')

(FED FROM 'PTD')

(FED FROM 'PPT')

(FED FROM 'PPT')

(FED FROM 'PPTA')

(FED FROM 'PPT')

(FED FROM 'PPT')

(FED FROM 'PPT')

(FED FROM 'PPT')

23

(E)(E)

(E)

(E)

(E)

(E)

(E)(E) (E)(E)

(E)

(E)

(E)

(E)

(E) WP

28

WP(E)

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1/8" = 1'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:4

3 P

M

E-051

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - BUILDING 1800- DEMOLITION PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

SHEET KEYNOTES

1/8" = 1'-0"

ELECTRICAL - BUILDING 1800 - DEMOLITION PLAN1

1. MAINTAIN EXISTING PANEL PTD (225A, 208/120V, 3PH, 4W, GENERAL ELECTRIC).

2. MAINTAIN EXISTING PANEL PTA (100A, 208/120V, 3PH, 4W, GENERAL ELECTRIC).

3. MAINTAIN EXISTING PANEL PPT (225A, 480/277V, 3PH, 4W, GENERAL ELECTRIC).

4. MAINTAIN EXISTING PANEL PPTA (225A, 480/277V, 3PH, 4W, GENERAL ELECTRIC).

5. MAINTAIN EXISTING PANEL PTC (225A, 208/120V, 3PH, 4W, GENERAL ELECTRIC).

6. DISCONNECT AND REMOVE EXISTING CONDENSING UNIT 'CU-1' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN.

7. DISCONNECT AND REMOVE EXISTING CONDENSING UNIT 'CU-2' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN.

8. DISCONNECT AND REMOVE EXISTING CONDENSING UNIT 'OU-1' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN.

9. DISCONNECT AND REMOVE EXISTING INDOOR CONDENSING UNIT (IU-1) AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN.

10. DISCONNECT AND REMOVE EXISTING DOMESTIC HOT WATER HEATER (DHWH-1) AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN.

11. DISCONNECT AND REMOVE EXISTING SUPPLY FAN 'SF-1' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN AND BE EXTENDED TO REFEED 'DF-1.'

12. DISCONNECT AND REMOVE EXISTING SUPPLY FAN 'SF-2' AND ASSOCIATED DISCONNECT SWITCH, CONDUIT, WIRING, HANGERS AND SUPPORTS BACK TO EXISTING PANEL 'PTA.'

13. DISCONNECT AND REMOVE EXISTING SUPPLY FAN 'SF-3' AND ASSOCIATED DISCONNECT SWITCH, CONDUIT, WIRING, HANGERS AND SUPPORTS BACK TO EXISTING PANEL 'PTA.'

14. DISCONNECT AND REMOVE EXISTING GAS-FIRED FURNACE 'F-1' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN.

15. DISCONNECT AND REMOVE EXISTING GAS-FIRED FURNACE 'F-2' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN.

16. MAINTAIN EXISTING GAS-FIRED FURNACE 'F-3.'

17. DISCONNECT AND REMOVE EXISTING EXHAUST FAN 'EF-GAR' AND ASSOCIATED DISCONNECT SWITCH. EXISTING BRANCH CIRCUIT TO REMAIN AND BE CAPPED FOR FUTURE USE.

18. MAINTAIN EXISTING EXHAUST FAN 'EF-FUME.'

19. DISCONNECT AND REMOVE EXISTING MAKE-UP AIR UNIT 'MAU-1' AND ASSOCIATED DISCONNECT SWITCH. EXISTING BRANCH CIRCUIT TO REMAIN AND BE CAPPED FOR FUTURE USE.

20. MAINTAIN EXISTING EXHAUST FAN 'EF-4.'

21. DISCONNECT AND REMOVE EXISTING UTILITY HEATER 'UH-1' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN. EXISTING PANEL SOURCE NOTED ON PLAN.

22. DISCONNECT AND REMOVE EXISTING UTILITY HEATER 'UH-2' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO SOURCE PANEL. EXISTING CONDUIT TO REMAIN. EXISTING PANEL SOURCE NOTED ON PLAN.

23. EXISTING MOTORIZED ROLL-UP DOOR AND (3) PUSH-BUTTON OPERATOR TO REMAIN. DISCONNECT AND REMOVE EXISTING FIRE ALARM DOOR RELEASE EQUIPMENT INCLUDING, BUT NOT LIMITED TO INTERNAL FUSIBLE LINK, FIRE SENTINEL TIME-DELAY RELEASE DEVICE AND ASSOCIATED WIRING, CONDUIT, HANGERS AND SUPPORTS BACK TO NEAREST FIRE ALARM JUNCTION BOX. CUT AND ANCHOR SASH CHAIN TO WALL. PROVIDE ALL NECESSARY COMPONENTS TO DISENGAGE FIRE ALARM DOOR RELEASE OPERATION AND MAINTAIN COMPLETE MOTORIZED (POWERED) OPERATION OF EXISTING ROLLING DOORS. COORDINATE ALL WORK WITH DOOR MANUFACTURER (OVERHEAD DOOR CO., T: 609-387-9092) (TYP. FOR 7 LOCATIONS).

24. MAINTAIN EXISTING REMOTE FIRE ALARM ANNUNCIATOR PANEL/KEYPAD (ADEMCO, 6139).

25. MAINTAIN EXISTING FIRE ALARM CONTROL PANEL (ADEMCO, VISTA-128FB).

26. DISCONNECT, REMOVE, REINSTALL AND REWIRE EXISTING CEILING MOUNTED LIGHTING FIXTURES AND CEILING MOUNTED FIRE ALARM AND LOW VOLTAGE DEVICES TO ACCOMMODATE THE ARCHITECTURAL AND HVAC SCOPE OF WORK IN THIS AREA.

27. DISCONNECT AND REMOVE EXISTING FAN HEATER 'DF-1' AND ASSOCIATED DISCONNECT SWITCH, WIRING, HANGERS AND SUPPORTS BACK TO SOURCE PANEL. RELABEL EXISTING CIRCUIT BREAKER AS 'SPARE.'

28. MAINTAIN EXISTING EXTERIOR RECEPTACLE IN WEATHERPROOF ENCLOSURE. (TYP. FOR 2 LOCATIONS).

GENERAL DEMOLITION NOTES1. REFER TO DWG. E-001 FOR ELECTRICAL GENERAL NOTES AND LEGEND.

2. REFER TO ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT EXTENT OF DEMOLITION WORK.

3. BE RESPONSIBLE FOR ALL COORDINATION AND PROJECT PHASING. REFER TO ARCHITECTURAL FLOOR PLANS FOR PROJECT PHASING REQUIREMENTS.

4. BE RESPONSIBLE TO REMOVE AND REINSTALL EXISTING ELECTRICAL EQUIPMENT TO ACCOMMODATE THE WORK OF OR DISTURBED BY ALL TRADES.

5. ALL WIRING DEVICES SHOWN ON PLANS ARE EXISTING TO REMAIN, EXCEPT WHERE INDICATED FOR REMOVAL.

6. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE EXISTING ELECTRICAL CONNECTIONS TO ALL EXISTING HVAC EQUIPMENT SLATED FOR REMOVAL AS INDICATED ON PLANS, INCLUDING DISCONNECT SWITCHES, CONDUIT, WIRING, HANGERS AND SUPPORTS, BACK TO POWER SOURCE. BRANCH CIRCUIT HOMERUNS TO BE REUSED FOR NEW WORK SHALL BE TERMINATED IN JUNCTION BOX IN CEILING SPACE. (TYP. FOR ALL HVAC EQUIPMENT SLATED FOR DEMOLITION.)

7. MAINTAIN, RECONNECT AND/OR EXTEND ALL EXISTING BRANCH CIRCUIT WIRING AND LOW VOLTAGE WIRING/EQUIPMENT (I.E. FIRE ALARM SYSTEM) DISTURBED DURING CONSTRUCTION BUT OUTSIDE OF NEW CONSTRUCTION AREA.

8. CUT ALL EXISTING ABANDONED CONDUITS AT THE FLOOR AND SAFE-OFF.

9. DISCONNECT AND REMOVE ALL ABANDONED CONDUIT, WIRING, HANGERS, SUPPORTS AND JUNCTION BOXES.

10. REFER TO E-101 SERIES DRAWINGS FOR NEW WORK.

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 12: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

CU-3 CU-1

CU-4 CU-2

AH-4

VAV-2-25

VAV-3-19

VAV-2-24

EF-1

VAV-2-23VAV-3-17 VAV-3-34

VAV-2-22

VAV-2-32VAV-2-33

AH-2

VAV-1-1

VAV-3-16

VAV-3-20

VAV-3-13

VAV-3-12

VAV-3-30

VAV-3-21

VAV-3-31

AH-3

VAV-1-11

VAV-1-15

VAV-1-14 VAV-1-26

VAV-1-8

VAV-1-10

VAV-1-9

VAV-1-5VAV-1-7

VAV-1-6

VAV-1-4

VAV-1-3

VAV-1-2

VAV-1-27

VAV-1-28

VAV-1-29

AH-1

ASS'T TRAFFICENG

104TRAFFIC ENG

105

TRAFFICSECRETARY

106

DRAFTANALYST

165

ASS'T TRAFFICENGINEER

107

PRINC.ENGINEER.

AIDE

102

COUNTERSTORAGE

110

ELECTRICAL

111

MAINT. CLOSET

101

MECHANICAL

112

COMPUTERROOM

109

CONF ROOM

108COMP NET

113

ASS'T COUNTYENGINEER

158

PRINCIPALBRIDGE

ENGINEER

116

MEN

115

WOMEN

114

COUNTYENGINEER

155

CORRIDOR

29

DRAFTSMAN

183

ASST BRIDGEENGINEER

117

FUTUREBRIDGE

DRAFTSMAN

118

SENIOR BRIDGEENGINEER

119

WORK ROOM

103

SR ACC'T.CLERK

172

ADMIN/SECRETARY

171

PRINCIPALBRIDGE

ENGINEER

120

CAD/GIS

99

CLERK

174

TRAINING RM

160

CONF. ROOM

98

MAPPING AREA

123

LAND USE

124

LAND USE

125

CONFERENCEROOM

137

FILES

159

LAND USE

126

LAND USE

127

VEST

167Unoccupied

Unoccupied

LAND USE

128

SR PLANNER

129

HWY DRAFT

162

HWY DRAFT

161

HWY DRAFT

164

HWY DRAFT

163

VESTIBULE

180

INSPECTORS

149

SURVEY EQUIP

151

CREW ROOM

150

STAFF LOUNGE

97

ASST ENG

152

PRINCIPAL ENGHWY

154

PERMIT ENG

153

VESTIBULE

178

PLAN'GDIRECTOR

130

ASST PLANNER

131

ASST ENG

132

ASST ENG

133

ASST ENG

134

ASST ENG

135

ASST ENG

136

ENG CONF RM 1

142

COAT RM

143

ENG CONFR RM2

141

MEN

145

WOMEN

144

WOMEN

140

MEETING ROOM

138

MEN

139

ASST ENG

148

ASST ENG

147

SR ENG

146

CLO

157

CLO

156

SR CLERKTYPISTS

173

VEST

168

RECEPTION

170

WAITING

169

Unoccupied

Unoccupied

CORRIDOR

179

E-5011

(R)

(R)

1

(R)

(R)

(R)

8

24

3

(R)5

(R)6

(R)

7

(R)

9

10

(E)(E)

12

1 2

3 3.6 4 4.3 5

6 6.7 7 7.5 8

A

B

C

D

E

E7

F

F4

G

G.3

G.4

H

H.2

H.8

(E)

13

13

13

VAV-3-18

(E)

(E)

11

13

E-5012

(E)FAAP

GENERAL FILES

100

(E)

14

15

16

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1/8" = 1'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:4

7 P

M

E-052

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - BUILDING 1900- DEMOLITION PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/8" = 1'-0"

ELECTRICAL - BUILDING 1900 - DEMOLITION PLAN1

SHEET KEYNOTES

GENERAL DEMOLITION NOTES

1. DISCONNECT AND REMOVE EXISTING CONDENSING UNIT 'CU-1' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-1.' EXISTING CONDUIT TO REMAIN AND BE EXTENDED TO NEW 'CU-1' LOCATION.

2. DISCONNECT AND REMOVE EXISTING CONDENSING UNIT 'CU-2' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-1.' EXISTING CONDUIT TO REMAIN AND BE EXTENDED TO NEW 'CU-2' LOCATION.

3. DISCONNECT AND REMOVE EXISTING CONDENSING UNIT 'CU-3' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-2.' EXISTING CONDUIT TO REMAIN AND BE EXTENDED TO NEW 'CU-3' LOCATION.

4. DISCONNECT AND REMOVE EXISTING CONDENSING UNIT 'CU-4' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-2.' EXISTING CONDUIT TO REMAIN AND BE EXTENDED TO NEW 'CU-4' LOCATION.

5. DISCONNECT AND REMOVE EXISTING AIR HANDLING UNIT 'AH-1' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-2.' EXISTING CONDUIT TO REMAIN.

6. DISCONNECT AND REMOVE EXISTING AIR HANDLING UNIT 'AH-2' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-2.' EXISTING CONDUIT TO REMAIN.

7. DISCONNECT AND REMOVE EXISTING AIR HANDLING UNIT 'AH-3' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-2.' EXISTING CONDUIT TO REMAIN.

8. DISCONNECT AND REMOVE EXISTING AIR HANDLING UNIT 'AH-4' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-2.' EXISTING CONDUIT TO REMAIN.

9. DISCONNECT AND REMOVE EXISTING EXHAUST FAN 'EF-1' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SWITCHBOARD 'MDPP-2.' EXISTING CONDUIT TO REMAIN.

10. EXISTING WALL MOUNTED TELECOMM. DEVICE AND DUPLEX RECEPTACLE TO REMAIN AND BE MAINTAINED.

11. DISCONNECT AND REMOVE EXISTING VAV BOX. EXISTING 120V, 1PH BRANCH CIRCUIT PRESENTLY SERVING VAV BOX TO REMAIN AND BE REUSED TO SERVE NEW VAV BOX. EXTEND BRANCH CIRCUIT TO NEW LOCATION AS REQUIRED. REFER TO DWG. M-102 FOR LOCATIONS. (TYP. FOR ALL.)

12. MAINTAIN EXISTING DUPLEX RECEPTACLE (ABOVE COUNTER).

13. DISCONNECT, REMOVE, REINSTALL AND REWIRE EXISTING CEILING MOUNTED LIGHTING FIXTURES AND CEILING MOUNTED FIRE ALARM AND LOW VOLTAGE DEVICES TO ACCOMMODATE THE ARCHITECTURAL AND HVAC SCOPE OF WORK IN THIS AREA.

14. MAINTAIN EXISTING PANEL 'NO DESIGNATION' (400A MCB 208/120V, 3PH, 4W, 42-POLES, 29 AVAILABLE SPACES).

15. MAINTAIN EXISTING REMOTE FIRE ALARM ANNUNCIATOR PANEL (HONEYWELL).

16. DISCONNECT AND REMOVE EXISTING DUCT SMOKE DETECTOR ASSOCIATED WITH AIR HANDLING UNIT. EXISTING FIRE ALARM WIRING TO REMAIN. EXTEND FIRE ALARM WIRING TO NEW FIRE ALARM DEVICES. (TYP. FOR AH-1 THROUGH AH-4).

1. REFER TO DWG. E-001 FOR ELECTRICAL GENERAL NOTES AND LEGEND.

2. REFER TO ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT EXTENT OF DEMOLITION WORK.

3. BE RESPONSIBLE FOR ALL COORDINATION AND PROJECT PHASING. REFER TO ARCHITECTURAL FLOOR PLANS FOR PROJECT PHASING REQUIREMENTS.

4. BE RESPONSIBLE TO REMOVE AND REINSTALL EXISTING ELECTRICAL EQUIPMENT TO ACCOMMODATE THE WORK OF OR DISTURBED BY ALL TRADES.

5. ALL WIRING DEVICES SHOWN ON PLANS ARE EXISTING TO REMAIN, EXCEPT WHERE INDICATED FOR REMOVAL.

6. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE EXISTING ELECTRICAL CONNECTIONS TO ALL EXISTING HVAC EQUIPMENT SLATED FOR REMOVAL AS INDICATED ON PLANS, INCLUDING DISCONNECT SWITCHES, CONDUIT, WIRING, HANGERS AND SUPPORTS, BACK TO POWER SOURCE. BRANCH CIRCUIT HOMERUNS TO BE REUSED FOR NEW WORK SHALL BE TERMINATED IN JUNCTION BOX IN CEILING SPACE. (TYP. FOR ALL HVAC EQUIPMENT SLATED FOR DEMOLITION.)

7. MAINTAIN, RECONNECT AND/OR EXTEND ALL EXISTING BRANCH CIRCUIT WIRING AND LOW VOLTAGE WIRING/EQUIPMENT (I.E. FIRE ALARM SYSTEM) DISTURBED DURING CONSTRUCTION BUT OUTSIDE OF NEW CONSTRUCTION AREA.

8. CUT ALL EXISTING ABANDONED CONDUITS AT THE FLOOR AND SAFE-OFF.

9. DISCONNECT AND REMOVE ALL ABANDONED CONDUIT, WIRING, HANGERS, SUPPORTS AND JUNCTION BOXES.

10. REFER TO E-102 SERIES DRAWINGS FOR NEW WORK.

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 13: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

J

MM MM

MM

MM

MM MM M

M

MM

MM

MM

MM

MM

MM

MM

MM

MM

MM

MM

MM

J

CO

MM

CO

MM

MEN'S LOCKER

06

WOMEN'SLOCKER

07

MECH.

17

OFFICE

04

STORAGE

05

OFFICE

11

SIGN SHOP

09

HAZ MAT

10

STORAGE

12

ELECTRICALSHOP

13

PREFAB. & OLDEQUIPMENTSTORAGE

14

PAINT TRUCK &THERMOPLASTIC

TRAILERS

03

CONTROLLERCABINET

STORAGE

16

STORAGE

15

THERMOPLASTIC,PAINT, BEADS,

& SMALL EQUIP.STOR.

01

MACHINE ROOM

02

CORRIDOR

08

PPT

PPTA

1. 2. 2.5 2.8 3. 4. 5. 5.2 5.6 6. 6.4 6.8 7.2 7.6 8. 9.

A.

B.

C.4

C.2

C.

D.2

D.

E.

F.

G.

G.4.

H.

H.2.

I

J

K

K.2

L

(E)

(E)

FACP

(E)

FAAP

(E)

WP

1

WP

2

WP

3

4

OU-1

PTB

(E)

8

10

9

9

10

11

11

11 11

PTC

(E)

10

7

PTA

(E)

DF-1

F-1 6

12

IU-1

(E)(E)

(E)

(E)

(E)

(E)

(E)(E) (E)(E)

(E)

(E)

(E)

(E)

CU-1 CU-2

F-2

UH-1B

UH-1A

UH-1A

UH-2UH-2

UH-1B

UH-2

UH-2

PTD

(E)

UH-1B

DHWH-1

WP(E)

WP(E)

WP

14

('PPT', CK'T #31,33,35)

('PPT', CK'T #19,21,23)

('PPTA', CK'T #17,19,21)

13

5

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1/8" = 1'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:4

7 P

M

E-101

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - BUILDING 1800- NEW WORK PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

SHEET KEYNOTES

GENERAL NOTES

1. 'CU-1,' (480V, 3PH, 9.0 MCA, 15 MOCP). EXTEND CONDUIT (MATCH EXISTING) TO 'CU-1.' WIRE TO EXISTING PANEL 'PPT.'

2. 'CU-2,' (208V, 1PH, 18.0 MCA, 30 MOCP). EXTEND CONDUIT (MATCH EXISTING) TO 'CU-2.' WIRE TO EXISTING PANEL 'PTD.'

3. 'OU-1,' (208V, 1PH, 9.0 MCA, 15 MOCP). EXTEND CONDUIT (MATCH EXISTING) TO 'OU-1.' WIRE TO EXISTING PANEL 'PTC.'

4. 'IU-1,' (208V, 1PH, 0.2FLA). EXTEND CONDUIT (MATCH EXISTING) TO 'IU-1.' WIRE TO EXISTING PANEL 'PTC.'

5. DF-1 CONTROLLER, (120V, 1PH). WIRE TO SPARE 20A-1P C/B IN EXISTING PANEL 'PTC.' CK'T #26.

6. 'F-1,' (120V, 1PH, 14.4FLA). EXTEND CONDUIT (MATCH EXISTING) TO 'F-1.' WIRE TO EXISTING PANEL 'PTA.'

7. 'DF-1' (3HP, 480V, 3PH, 6.3 MCA, 15 MOCP). EXTEND CONDUIT (MATCH EXISTING) PREVIOUSLY SERVING 'SF-1' AND REWIRE TO 'DF-1.'

8. 'F-2,' (120V, 1PH, 9.3FLA). EXTEND CONDUIT (MATCH EXISTING) TO 'F-2.' WIRE TO EXISTING PANEL 'PTD.'

9. 'UH-1A' (120V, 1PH, 190W). EXTEND CONDUIT (MATCH EXISTING) TO 'UH-1.' WIRE TO DEDICATED C/B IN EXISTING PANEL 'PTD.'

10. 'UH-1B' (480V, 3PH, 190W). EXTEND CONDUIT (MATCH EXISTING) TO 'UH-1B.' WIRE TO DEDICATED C/B IN EXISTING PANEL INDICATED ON PLAN.

11. 'UH-2' (480V, 3PH, 560W). EXTEND CONDUIT (MATCH EXISTING) TO 'UH-2.' WIRE TO DEDICATED C/B IN EXISTING PANEL 'PPT.'

12. 'DHWH-1,' (120V, 1PH). EXTEND CONDUIT (MATCH EXISTING) TO 'DHWH-2.' WIRE TO SPARE 20A-1P C/B IN EXISTING PANEL 'PTA.'

13. DF-1 FAN RUNNING RELAY, (120V, 1PH). WIRE TO SPARE 20A-1P C/B IN EXISTING PANEL 'PTC,' CK'T #26.

14. WIRE EXTERIOR WEATHERPROOF RECEPTACLE TO THE EXISTING 120V BRANCH CIRCUIT PRESENTLY SERVING EXTERIOR RECEPTACLES IN THE AREA WITH 2#12&1#12G.-3/4"C.

1. REFER TO ELECTRICAL GENERAL NOTES AND LEGEND ON DRAWING E-001.

2. THE BASE BUILDING FIRE ALARM SYSTEM MANUFACTURER IS ADEMCO.

3. WIRE ALL CARBON MONOXIDE DETECTORS TO EXISTING FACP. (TYP. FOR ALL).

4. REFER TO DWG. E-701 FOR OCPD AND BRANCH CIRCUIT INFORMATION.

5. REFER TO MECHANICAL DWGS. FOR EXACT LOCATIONS OF ALL HVAC EQUIPMENT.

GENERAL NOTES

1/8" = 1'-0"

ELECTRICAL- BUILDING 1800 - NEW WORK PLAN1

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 14: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

CO

CO

VF

D

VFD

VFD

CO

CO

CO

CO

CO

CO

CO

VFD

J

J

J

MMT

RT

MMT

RT

MM

TRT

MM

TRT

CM

CM

CM

CM

1 2

3 3.6 4 4.3 5

6 6.7 7 7.5 8

A

B

C

D

E

E7

F

F4

G

G.3

G.4

H

H.2

H.8

VESTIBULE

180

ASS'T TRAFFICENG

104 TRAFFIC ENG

105

TRAFFICSECRETARY

106

PRINC.ENGINEER.

AIDE

102

COUNTERSTORAGE

110

ELECTRICAL

111

MAINT. CLOSET

101

ASS'T TRAFFICENGINEER

107

CONF ROOM

108

DRAFTANALYST

165 COMP NET

113

MECHANICAL

112

ASS'T COUNTYENGINEER

158

PRINCIPALBRIDGE

ENGINEER

116

WOMEN

114

MEN

115

COUNTYENGINEER

155

ADMIN/SECRETARY

171

CORRIDOR

29

DRAFTSMAN

183

ASST BRIDGEENGINEER

117

FUTUREBRIDGE

DRAFTSMAN

118

SENIOR BRIDGEENGINEER

119

PRINCIPALBRIDGE

ENGINEER

120SR ACC'T.

CLERK

172WORK ROOM

103

CLERK

174

SR CLERKTYPISTS

173

PRINCIPAL ENGHWY

154

PERMIT ENG

153

ASST ENG

152

SURVEY EQUIP

151

CREW ROOM

150

INSPECTORS

149

HWY DRAFT

161

HWY DRAFT

162

HWY DRAFT

163

HWY DRAFT

164

STAFF LOUNGE

97

CAD/GIS

99

ASST ENG

148

ASST ENG

147

SR ENG

146

MEN

145

WOMEN

144

COAT RM

143

MEETING ROOM

138

WOMEN

140

ENG CONF RM 1

142

WAITING

169

RECEPTION

170

VESTIBULE

178

ENG CONFR RM2

141

MEN

139

CONF. ROOM

98

ASST ENG

136

ASST ENG

135

ASST ENG

134

ASST ENG

133

ASST ENG

132

ASST PLANNER

131

PLAN'GDIRECTOR

130

VEST

168

SR PLANNER

129

LAND USE

128

FILES

159

TRAINING RM

160

VEST

167

LAND USE

127

LAND USE

126

LAND USE

125

LAND USE

124

MAPPING AREA

123

Unoccupied

Unoccupied

E-5011

CU-1

CU-3

CU-2

CU-4

WP

WP

WP

2

5

AH-49

AH-1

6

AH-3

AH-2

7

8

(E)FAAP

EF-1

1

E-5013

GENERAL FILES

100

MAPPING AREA

121

RECEPCOUNTER

122

(E)10

FA

CP

3

WP

11

11

11

(E)

4

WP

12

RA

RA

RA

RA

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1/8" = 1'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:5

0 P

M

E-102

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - BUILDING 1900- NEW WORK PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/8" = 1'-0"

ELECTRICAL- BUILDING 1900 - NEW WORK PLAN1

SHEET KEYNOTES

GENERAL NOTES

1. 'EF-1,' (5HP, 480V, 3PH). EXTEND CONDUIT (MATCH EXISTING) TO VFD (MOUNTED ABOVE CEILING) SERVING 'EF-1.' WIRE TO EXISTING SWBD. 'MDPP-2.'

2. 'CU-1,' (480V, 3PH, 63 MCA, 80 MOCP). EXTEND CONDUIT (MATCH EXISTING) TO 'CU-1.' WIRE TO EXISTING SWBD. 'MDPP-1.'

3. 'CU-2,' (480V, 3PH, 32 MCA, 40 MOCP). EXTEND CONDUIT (MATCH EXISTING) TO 'CU-1.' WIRE TO EXISTING SWBD. 'MDPP-1'.

4. 'CU-3,' (480V, 3PH, 63 MCA, 80 MOCP). EXTEND CONDUIT (MATCH EXISTING) TO 'CU-3.' WIRE TO EXISTING SWBD. 'MDPP-2.'

5. 'CU-4,' (480V, 3PH, 10 MCA, 20 MOCP). EXTEND CONDUIT (MATCH EXISTING) TO 'CU-4.' WIRE TO EXISTING SWBD. 'MDPP-2.'

6. 'AH-1 (SF-1),' (10HP, 480V, 3PH). EXTEND CONDUIT (MATCH EXISTING) TO VFD (MOUNTED ABOVE CEILING) SERVING 'AH-1.' WIRE TO EXISTING SWBD. 'MDPP-2.'

7. 'AH-2,' (7.5HP, 480V, 3PH). EXTEND CONDUIT (MATCH EXISTING) TO VFD (MOUNTED ABOVE CEILING) SERVING 'AH-2.' WIRE TO EXISTING SWBD. 'MDPP-2.'

8. 'AH-3,' (10HP, 480V, 3PH). EXTEND CONDUIT (MATCH EXISTING) TO VFD (MOUNTED ABOVE CEILING) SERVING 'AH-3.' WIRE TO EXISTING SWBD. 'MDPP-2.'

9. 'AH-4,' (1HP, 480V, 3PH). EXTEND CONDUIT (MATCH EXISTING) TO 'AH-4.' WIRE TO EXISTING SWBD. 'MDPP-2.'

10. EXISTING PANEL 'NO DESIGNATION' (400A MCB 208/120V, 3PH, 4W, 42-POLES, 29 AVAILABLE SPACES)

11. AHU DIRECT DIGITAL CONTROL PANEL, (120V, 1PH). FOR POWER, WIRE TO EXISTING 120V BRANCH CIRCUIT SERVING EXISTING AIR HANDLING UNIT BAS PANEL WITH 2#12&1#12G.-3/4"C. FOR TEL/DATA, PROVIDE 4"X4" JUNCTION BOX WITH 1" EMPTY CONDUIT AND DRAGWIRE AND ROUTE TO ADJACENT CORRIDOR (ABOVE CEILING). TELE/DATA DEVICE AND WIRING PROVIDED BY OTHERS.

12. WIRE EXTERIOR WEATHERPROOF RECEPTACLE TO THE EXISTING 120V BRANCH CIRCUIT PRESENTLY SERVING EXTERIOR RECEPTACLES IN THE AREA WITH 2#12&1#12G.-3/4"C.

1. REFER TO ELECTRICAL GENERAL NOTES AND LEGEND ON DRAWING E-001.

2. THE BASE BUILDING FIRE ALARM SYSTEM MANUFACTURER IS HONEYWELL.

3. WIRE ALL FIRE ALARM DEVICES TO EXISTING FACP.

4. REFER TO DWG. E-702 FOR OCPD AND BRANCH CIRCUIT INFORMATION.

5. REFER TO MECHANICAL DWGS. FOR EXACT LOCATIONS OF ALL HVAC EQUIPMENT.

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 15: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

J

VF

DV

FD

J

MM

TRT

CM

J

J

4.3 5

C

MECHANICAL

112

EPO

EPO

DHWH-2

(E)

(E)

19

18

21

20

22

24

23

P-2

P-1

P-2

P-1

COMP NET

113

WOMEN

114

MEN

115

B-1

B-2

EX

(E)

(E)

PPA

(E)

PF

PF-2

(E)

MDPP-1 MDPP-2MSPP

(E)(E)

(E) (E)

INCOMINGSERVICE

ELECTRICAL

111

2

1

2 4

5

B

3 5 5

(E)

(E)6

7

8

FA

CP

T

MECHANICAL

112

4.3 5

C

9

10

1112

13

16 17

(E) EPO

DHWH-2

(R)

(R)

P-1

P-3P-4 P-2

B-1

B-2

(R)(R)

(R)

EPO(E)

(R)

(R)

COMP NET

113

WOMEN

114

MEN

115

14

(R)

15

(R)

EX

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1/4" = 1'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:5

3 P

M

E-501

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - PART PLANS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/4" = 1'-0"

BLDG. 1900 - NEW MECH. RM. 112 PART PLAN (NEW WORK)3

1/4" = 1'-0"

BLDG. 1900 - EXISTING ELEC. RM. 111 PART PLAN1

SHEET KEYNOTES

GENERAL NOTES

1. MAINTAIN EXISTING PANEL PPA (225A, 480/277V, 3PH, 4W).

2. MAINTAIN EXISTING PANEL PF (100A, 208/120V, 3PH, 4W).

3. MAINTAIN EXISTING INCOMING SERVICE SWITCHBOARD (800A, 480/277V, 3PH, 4W, GE SPECTRA SERIES).

4. MAINTAIN EXISTING SWITCHBOARD MSPP (800A, 480/277V, 3PH, 4W, 800A, GE SPECTRA SERIES).

5. MAINTAIN EXISTING SWITCHBOARD MDPP (800A, 480/277V, 3PH, 4W, GE SPECTRA SERIES).

6. MAINTAIN EXISTING 112.5 KVA TRANSFORMER.

7. MAINTAIN EXISTING FM-200 CONTROL PANEL (SHP PRO).

8. MAINTAIN EXISTING FIRE ALARM CONTROL PANEL (HONEYWELL, FARENHYT SERIES, MODEL IFP-300).

9. DISCONNECT AND REMOVE EXISTING PUMP 'P-1' AND ASSOCIATED DISCONNECT SWITCH, CONDUIT, WIRING, HANGERS AND SUPPORTS BACK TO EXISTING SWBD. 'MDPP-1.'

10. DISCONNECT AND REMOVE EXISTING PUMP 'P-2' AND ASSOCIATED DISCONNECT SWITCH, CONDUIT, WIRING, HANGERS AND SUPPORTS BACK TO EXISTING SWBD. 'MDPP-1.'

11. DISCONNECT AND REMOVE EXISTING PUMP 'P-3' AND ASSOCIATED DISCONNECT SWITCH, CONDUIT, WIRING, HANGERS AND SUPPORTS BACK TO EXISTING SOURCE PANEL.

12. DISCONNECT AND REMOVE EXISTING PUMP 'P-4' AND ASSOCIATED DISCONNECT SWITCH, CONDUIT, WIRING, HANGERS AND SUPPORTS BACK TO EXISTING SOURCE PANEL.

13. DISCONNECT AND REMOVE EXISTING BOILER AND ASSOCIATED DISCONNECT SWITCH, CONDUIT, WIRING, HANGERS AND SUPPORTS BACK TO EXISTING PANEL 'PF'. (TYP. FOR BOILERS B-1 AND B-2). REMOVE EXISTING 20A-3P C/B (CIRCUIT POSITIONS #24,26,28) IN EXISTING PANEL 'PF.'

14. DISCONNECT AND REMOVE EXISTING HEATING HOT WATER SYSTEM CONTROLLER. EXTEND CONDUIT (MATCH EXISTING) TO NEW HOT WATER SYSTEM DIRECT DIGITAL FIELD CONTROL PANEL AS NOTED ON DETAIL #3, DWG. E-501.

15. DISCONNECT AND REMOVE EXISTING BAS PANEL. EXTEND CONDUIT (MATCH EXISTING) TO NEW BAS PANEL (HARD-WIRED CONNECTION) AS NOTED ON DETAIL #3, DWG. E-501. MAINTAIN EXISTING TEL/DATA DEVICE.

16. EXISTING EMERGENCY POWER OFF (EPO) SWITCHES SERVING BOILERS B-1 AND B-2 TO REMAIN. DISCONNECT AND REWIRE TO NEW BOILERS B-1 AND B-2 BEING INSTALLED AS PART OF THIS PROJECT. REFER TO HVAC DWGS. FOR FURTHER INFORMATION. (TYP. FOR 2 LOCATIONS).

17. DISCONNECT AND REMOVE EXISTING DOMESTIC HOT WATER HEATER, 'DHWH-2,' AND ASSOCIATED DISCONNECT SWITCH AND CONDUCTORS BACK TO EXISTING SOURCE PANEL. EXISTING CONDUIT TO REMAIN.

18. NEW 'P-1,' (3HP, 480V, 3PH). WIRE VFD TO EXISTING SWBD. 'MDPP-1' WITH 3#12&1#12G.-3/4"C.

19. NEW 'P-2,' (3HP, 480V, 3PH). WIRE VFD TO EXISTING SWBD. 'MDPP-1' WITH 3#12&1#12G.-3/4"C.

20. NEW BOILER 'B-1,' (120V, 1PH, 13A). PROVIDE 20A-1P C/B IN EXISTING PANEL 'PF' (CIRCUIT NO. 24) AND CONNECT WITH 2#12&1#12G.-3/4"C.

21. NEW BOILER 'B-2,' (120V, 1PH, 13A). PROVIDE 20A-1P C/B IN EXISTING PANEL 'PF' (CIRCUIT NO. 26) AND CONNECT WITH 2#12&1#12G.-3/4"C.

22. NEW 'DHWH-2,' (120V, 1PH). EXTEND CONDUIT (MATCH EXISTING) TO NEW 'DHWH-2.' WIRE TO 20A-1P C/B IN SOURCE PANEL WITH 2#12&1#12G.

23. HOT WATER SYSTEM DIRECT DIGITAL FIELD CONTROL PANEL, (120V, 1PH). FOR TEL/DATA, PROVIDE 4"X4" JUNCTION BOX WITH 1" EMPTY CONDUIT AND DRAGWIRE AND ROUTE TO ADJACENT CORRIDOR (ABOVE CEILING). TELE/DATA DEVICE AND WIRING PROVIDED BY OTHERS.

24. BAS PANEL, (120V, 1PH). WIRE RECEPTACLE TO EXISTING 120V BRANCH CIRCUIT SERVING PREVIOUS BAS PANEL WITH 2#12&1#12G.-3/4"C.

1. REFER TO ELECTRICAL GENERAL NOTES AND LEGEND ON DRAWING E-001.

2. NEW CIRCUIT BREAKERS IN EXISTING PANELBOARDS OR SWITCHBOARDS SHALL MATCH EXISTING EQUIPMENT ELECTRICAL CHARACTERISTICS (I.E. MANUFACTURER, VOLTAGE. AIC RATING, ETC.).

3. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE EXISTING ELECTRICAL CONNECTIONS TO ALL EXISTING HVAC EQUIPMENT SLATED FOR REMOVAL AS INDICATED ON PLANS, INCLUDING DISCONNECT SWITCHES, CONDUIT, WIRING, HANGERS AND SUPPORTS, BACK TO POWER SOURCE. BRANCH CIRCUIT HOMERUNS TO BE REUSED FOR NEW WORK SHALL BE TERMINATED IN JUNCTION BOX IN CEILING SPACE. (TYP. FOR ALL HVAC EQUIPMENT SLATED FOR DEMOLITION.)

4. REFER TO MECHANICAL DWGS. FOR EXACT LOCATIONS OF ALL HVAC EQUIPMENT.

5. REFER TO DWG. E-702 FOR OCPD AND FEEDER INFORMATION.

1/4" = 1'-0"

BLDG. 1900 - EXISTING MECH. RM. 112 PART PLAN (DEMOLITION)2

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 16: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:5

5 P

M

E-701

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - SCHEDULES(BUILDING 1800)

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

137 A

Total Connected Load (A)

113958 VA

Total Connected Load (VA)

Total Amps: 149 A 125 A 125 A

Total Load: 40719 VA 34719 VA 34719 VA

EXISTING EH-3 (SPRINKLER) 1-#10, 1-#10, 1-#10 20 A 1 41 4000 VA / 3800 VA 42 1 20 A 1-#12, 1-#12, 1-#12 EXISTING EH-2 (HALL)

EXISTING EH-1 (LADIES ROOM) 1-#12, 1-#12, 1-#12 20 A 1 39 2000 VA / 2000 VA 40 1 20 A 1-#12, 1-#12, 1-#12 EXISTING EH-1

EXISTING EH-4 (MENS ROOM) 1-#10, 1-#10, 1-#10 30 A 1 37 5000 VA / 5000 VA 38 1 30 A 1-#10, 1-#10, 1-#10 EXISTING UH (BREAK RM.)

35 741 VA / 233 VA 36

33 741 VA / 233 VA 34SF-1 (DF-1) & UH-1B 3-#12, 1-#12 20 A 3

31 741 VA / 233 VA 32

3 20 A 3-#12, 1-#12 UH-2

29 233 VA / 233 VA 30

27 233 VA / 233 VA 28UH-2 3-#12, 1-#12 20 A 3

25 233 VA / 233 VA 26

3 20 A 3-#12, 1-#12 UH-2

23 79 VA / 233 VA 24

21 79 VA / 233 VA 22UH-1B 3-#12, 1-#12 20 A 3

19 79 VA / 233 VA 20

3 20 A 3-#12, 1-#12 UH-2

17 832 VA / 667 VA 18

15 832 VA / 667 VA 16CU-1 3-#12, 1-#12 20 A 3

13 832 VA / 667 VA 14

3 20 A 3-#12, 1-#12 EXISTING EF-4

11 3733 VA / 5067 VA 12

9 3733 VA / 5067 VA 10EXISTING PANEL A 3-#6, 1-#10 50 A 3

7 3733 VA / 5067 VA 8

3 50 A 3-#6, 1-#10 EXISTING PANEL B

5 10667 VA / 8000 VA 6

3 10667 VA / 8000 VA 4EXISTING PANEL C 3-#4, 1-#8 70 A 3

1 10667 VA / 8000 VA 2

3 70 A 3-#4, 1-#8 EXISTING PANEL D

Circuit Description Wire Size Trip Poles CKT

A B C

CKT Poles Trip Wire Size Circuit Description

SURFACE TYPE 1 PAINT TRUCK & THERMOPLASTIC TRAILERS 03 225 A

Mounting Enclosure Location MCB Rating

PPT 480/277 Wye 3 4 225 A MCB

Panel Voltage Phase Wires Mains Rating Main Type

Existing Panelboard: PPT

76 A

Total Connected Load (A)

62838 VA

Total Connected Load (VA)

Total Amps: 88 A 75 A 75 A

Total Load: 24146 VA 20346 VA 20346 VA

BUSSED SPACE -- -- -- 41 0 VA / 0 VA 42 -- -- -- BUSSED SPACE

BUSSED SPACE -- -- -- 39 0 VA / 0 VA 40 -- -- -- BUSSED SPACE

BUSSED SPACE -- -- -- 37 0 VA / 0 VA 38 -- -- -- BUSSED SPACE

BUSSED SPACE -- -- -- 35 0 VA / 1467 VA 36

BUSSED SPACE -- -- -- 33 0 VA / 1467 VA 34

SPARE -- 20 A 1 31 0 VA / 1467 VA 32

3 20 A 3-#12, 1-#12 EXISTING HEATER AND EF-FUME

SPARE -- 20 A 1 29 0 VA / 0 VA 30 1 20 A -- SPARE

27 6000 VA / 0 VA 28 1 20 A -- SPARE

25 6000 VA / 0 VA 26EXISTING AIR CURTAIN 3-#8, 1-#10 40 A 3

23 6000 VA / 0 VA 24

21 79 VA / 0 VA 22

3 20 A -- SPARE

19 79 VA / 2000 VA 20UH-1B 3-#12, 1-#12 20 A 3

17 79 VA / 2000 VA 18

EXISTING NIGHT LIGHTS 1-#12, 1-#12, 1-#12 20 A 1 15 1500 VA / 2000 VA 16

3 20 A 3-#12, 1-#12 EXISTING LIFT

EXISTING LTG PREFAB EQUIPMENT 1-#12, 1-#12, 1-#12 20 A 1 13 2500 VA / 2800 VA 14 1 20 A 1-#12, 1-#12, 1-#12 EXISTING LTG EXTERIOR WALL

EXISTING LTG STOR 15 &16 1-#12, 1-#12, 1-#12 20 A 1 11 1000 VA / 2300 VA 12 1 20 A 1-#12, 1-#12, 1-#12 EXISTING LTG TOIL & CORR

EXISTING LTG ELEC SHOP STOR 1-#12, 1-#12, 1-#12 20 A 1 9 2000 VA / 2300 VA 10 1 20 A 1-#12, 1-#12, 1-#12 EXISTING LTG OFFICE STOR

EXISTING LTG ELEC SHOP STOR 1-#12, 1-#12, 1-#12 20 A 1 7 2200 VA / 2500 VA 8 1 20 A 1-#12, 1-#12, 1-#12 EXISTING LTG SIGN

EXISTING LTG THERM PAINT 1-#10, 1-#10, 1-#10 20 A 1 5 3000 VA / 2500 VA 6 1 20 A 1-#12, 1-#12, 1-#12 EXISTING LTG SIGN

EXISTING LTG THERM PAINT 1-#12, 1-#12, 1-#12 20 A 1 3 3000 VA / 2000 VA 4 1 20 A 1-#12, 1-#12, 1-#12 EXISTING LTG TRUCK STOR

EXISTING LTG MACHINE RM 1-#12, 1-#12, 1-#12 20 A 1 1 2400 VA / 2200 VA 2 1 20 A 1-#12, 1-#12, 1-#12 EXISTING LTG TRUCK STOR

Circuit Description Wire Size Trip Poles CKT

A B C

CKT Poles Trip Wire Size Circuit Description

SURFACE TYPE 1 PAINT TRUCK & THERMOPLASTIC TRAILERS 03 150 A

Mounting Enclosure Location MCB Rating

PPTA 480/277 Wye 3 4 225 A MCB

Panel Voltage Phase Wires Mains Rating Main Type

Existing Panelboard: PPTA

52 A

Total Connected Load (A)

18608 VA

Total Connected Load (VA)

Total Amps: 55 A 45 A 45 A

Total Load: 6395 VA 5447 VA 5447 VA

BUSSED SPACE -- -- -- 41 0 VA / 0 VA 42 -- -- -- BUSSED SPACE

BUSSED SPACE -- -- -- 39 0 VA / 0 VA 40 -- -- -- BUSSED SPACE

BUSSED SPACE -- -- -- 37 0 VA / 0 VA 38 -- -- -- BUSSED SPACE

BUSSED SPACE -- -- -- 35 0 VA / 0 VA 36 -- -- -- BUSSED SPACE

SPARE -- 20 A 1 33 0 VA / 0 VA 34 -- -- -- BUSSED SPACE

SPARE -- 20 A 1 31 0 VA / 0 VA 32 1 20 A -- SPARE

DHWH-1 1-#12, 1-#12, 1-#12 20 A 1 29 500 VA / 800 VA 30 1 20 A 1-#12, 1-#12, 1-#12 EXISTING HEAT

SPARE -- 20 A 1 27 0 VA / 800 VA 28 1 20 A 1-#10, 1-#10, 1-#10 EXISTING SMOKE DAMPERS

SPARE -- 20 A 1 25 0 VA / 0 VA 26 1 20 A -- SPARE

EXISTING FIRE BELL 1-#10, 1-#10, 1-#10 20 A 1 23 800 VA / 800 VA 24 1 20 A 1-#10, 1-#10, 1-#10 EXISTING UPS TWIST LOCK

SPARE -- 20 A 1 21 0 VA / 80 VA 22 1 20 A 1-#12, 1-#12, 1-#12 EXISTING MECHANICAL ROOM RECEPTACLES

F-1 1-#12, 1-#12, 1-#12 20 A 1 19 1728 VA / 500 VA 20 1 20 A 1-#12, 1-#12, 1-#12 EXISTING FIRE ALARM PANEL

EXISTING ATC PANEL 1-#12, 1-#12, 1-#12 20 A 1 17 500 VA / 800 VA 18 1 20 A 1-#12, 1-#12, 1-#12 EXISTING COMPUTER ROOM RECEPTACLES

15 167 VA / 800 VA 16 1 20 A 1-#12, 1-#12, 1-#12 EXISTING COMPUTER ROOM RECEPTACLES

13 167 VA / 800 VA 14 1 20 A 1-#12, 1-#12, 1-#12 EXISTING COMPUTER ROOM RECEPTACLESEXISTING SURGE SUPPRESSOR 3-#12, 1-#12 20 A 3

11 167 VA / 800 VA 12 1 20 A 1-#12, 1-#12, 1-#12 EXISTING COMPUTER ROOM RECEPTACLES

EXISTING RECEPTACLE PLOTTER TRUSS 1-#10, 1-#10, 1-#10 20 A 1 9 1200 VA / 800 VA 10 1 20 A 1-#12, 1-#12, 1-#12 EXISTING COMPUTER ROOM RECEPTACLES

EXISTING OFFICE RECPTACLES 1-#12, 1-#12, 1-#12 20 A 1 7 800 VA / 800 VA 8 1 20 A 1-#12, 1-#12, 1-#12 EXISTING COMPUTER ROOM RECEPTACLES

EXISTING OFFICE RECEPTACLES 1-#10, 1-#10, 1-#10 20 A 1 5 800 VA / 800 VA 6 1 20 A 1-#10, 1-#10, 1-#10 EXISTING TVSS COMPUTER RECEPTACLE

EXISTING OFFICE RECEPTACLES 1-#10, 1-#10, 1-#10 20 A 1 3 800 VA / 800 VA 4 1 20 A 1-#10, 1-#10, 1-#10 EXISTING OFFICE RECEPTACLES

EXISTING TVSS RECEPTACLE OFFICE 1-#10, 1-#10, 1-#10 20 A 1 1 800 VA / 800 VA 2 1 20 A 1-#10, 1-#10, 1-#10 EXISTING TVSS RECEPTACLE OFFICE

Circuit Description Wire Size Trip Poles CKT

A B C

CKT Poles Trip Wire Size Circuit Description

SURFACE TYPE 1 STORAGE 05 100 A

Mounting Enclosure Location MCB Rating

PTA 120/208 Wye 3 4 100 A MCB

Panel Voltage Phase Wires Mains Rating Main Type

Existing Panelboard: PTA

112 A

Total Connected Load (A)

40326 VA

Total Connected Load (VA)

Total Amps: 121 A 109 A 109 A

Total Load: 14463 VA 13048 VA 13048 VA

SPARE -- 20 A 1 41 0 VA / 0 VA 42 1 20 A -- SPARE

SPARE -- 20 A 1 39 0 VA / 0 VA 40 1 20 A -- SPARE

SPARE -- 20 A 1 37 0 VA / 0 VA 38 1 20 A -- SPARE

SPARE -- 20 A 1 35 0 VA / 0 VA 36 1 20 A -- SPARE

SPARE -- 20 A 1 33 0 VA / 0 VA 34 1 20 A -- SPARE

SPARE -- 20 A 1 31 0 VA / 0 VA 32 1 20 A -- SPARE

EXISTING GARAGE DOOR 1-#10, 1-#10, 1-#10 20 A 1 29 800 VA / 0 VA 30 1 20 A -- SPARE

EXISTING CONVERTER 1-#10, 1-#10, 1-#10 20 A 1 27 800 VA / 0 VA 28 1 20 A -- SPARE

EXISTING PURGE 1-#10, 1-#10, 1-#10 20 A 1 25 800 VA / 500 VA 26 1 20 A 1-#12, 1-#12, 1-#12 DF-1 FAN RUNNING RELAY & CONTROLLER

EXISTING LOAD 1-#10, 1-#10, 1-#10 20 A 1 23 800 VA / 400 VA 24

EXISTING EF-2 1-#12, 1-#12, 1-#12 20 A 1 21 200 VA / 400 VA 222 20 A 2-#12, 1-#12 EXISTING HEAT TRACE

EXISTING CEILING FANS HR1 1-#12, 1-#12, 1-#12 20 A 1 19 200 VA / 1400 VA 20 1 20 A 1-#8, 1-#8, 1-#8 EXISTING RECEPTACLES

EXISTING ELECTRIC WATER COOLER 1-#10, 1-#10, 1-#10 20 A 1 17 800 VA / 1200 VA 18 1 20 A 1-#8, 1-#8, 1-#8 EXISTING RECEPTACLES

EXISTING FAN MEN'S ROOM 1-#10, 1-#10, 1-#10 20 A 1 15 800 VA / 800 VA 16 1 20 A 1-#10, 1-#10, 1-#10 EXISTING GARAGE RECEPTACLE

EXISTING RECEPTACLES 1-#10, 1-#10, 1-#10 20 A 1 13 800 VA / 15 VA 14

EXISTING RECEPTACLES 1-#10, 1-#10, 1-#10 20 A 1 11 800 VA / 15 VA 122 20 A 2-#12, 1-#12 IU-1

EXISTING SIGN RECEPTACLE 1-#10, 1-#10, 1-#10 20 A 1 9 800 VA / 1248 VA 10

EXISTING APPLICATOR ROLLER 1-#6, 1-#6, 1-#6 20 A 1 7 1500 VA / 1248 VA 82 20 A 2-#12, 1-#12 OU-1

5 2500 VA / 5500 VA 6

3 2500 VA / 5500 VA 4EXISTING CLICKER MACHINE 3-#6, 1-#6 30 A 3

1 2500 VA / 5500 VA 2

3 60 A 3-#4, 1-#6 EXISTING HEAT LAMPS

Circuit Description Wire Size Trip Poles CKT

A B C

CKT Poles Trip Wire Size Circuit Description

SURFACE TYPE 1 SIGN SHOP 09 225 A

Mounting Enclosure Location MCB Rating

PTC 120/208 Wye 3 4 225 A MLO

Panel Voltage Phase Wires Mains Rating Main Type

Existing Panelboard: PTC

90 A

Total Connected Load (A)

32584 VA

Total Connected Load (VA)

Total Amps: 114 A 95 A 95 A

Total Load: 13262 VA 11034 VA 11034 VA

SPARE -- 20 A 1 41 0 VA / 0 VA 42 1 20 A -- SPARE

SPARE -- 20 A 1 39 0 VA / 0 VA 40 1 20 A -- SPARE

SPARE -- 20 A 1 37 0 VA / 0 VA 38 1 20 A -- SPARE

EXISTING ELEC DOOR 1-#8, 1-#8, 1-#8 20 A 1 35 800 VA / 0 VA 36 1 20 A -- SPARE

EXISTING ELEC DOOR 1-#8, 1-#8, 1-#8 20 A 1 33 800 VA / 800 VA 34 1 20 A 1-#8, 1-#8, 1-#8 EXISTING SMOKE DAMPERS

EXISTING ELEC DOOR 1-#8, 1-#8, 1-#8 20 A 1 31 800 VA / 800 VA 32 1 20 A 1-#8, 1-#8, 1-#8 EXISTING SMOKE DAMPERS

SPARE -- 20 A 1 29 0 VA / 0 VA 30 1 20 A -- SPARE

SPARE -- 20 A 1 27 0 VA / 0 VA 28 1 20 A -- SPARE

EXISTING RECP AND CLOCK ELEC 1-#8, 1-#8, 1-#8 20 A 1 25 800 VA / 800 VA 26 1 20 A 1-#8, 1-#8, 1-#8 EXISTING RECP

EXISTING PLUG STRIP 1-#6, 1-#6, 1-#6 20 A 1 23 1200 VA / 238 VA 24 1 20 A 1-#12, 1-#12, 1-#12 UH-1A

EXISTING PLUG STRIP 1-#8, 1-#8, 1-#8 20 A 1 21 1200 VA / 238 VA 22 1 20 A 1-#12, 1-#12, 1-#12 UH-1A

EXISTING PLUG STRIP 1-#8, 1-#8, 1-#8 20 A 1 19 1200 VA / 1116 VA 20 1 20 A 1-#12, 1-#12, 1-#12 F-2

EXISTING PLUG STRIP 1-#8, 1-#8, 1-#8 20 A 1 17 1200 VA / 500 VA 18 1 20 A 1-#10, 1-#10, 1-#10 EXISTING EF-F, PC

EXISTING PLUG STRIP 1-#8, 1-#8, 1-#8 20 A 1 15 1200 VA / 2496 VA 16

EXISTING PLUG STRIP 1-#8, 1-#8, 1-#8 20 A 1 13 1200 VA / 2496 VA 142 30 A 2-#10, 1-#10 CU-2

EXISTING QUAD RECP 1-#8, 1-#8, 1-#8 20 A 1 11 800 VA / 1500 VA 12

EXISTING CEILING FANS HR1 1-#8, 1-#8, 1-#8 20 A 1 9 800 VA / 1500 VA 102 20 A 2-#8, 1-#8 EXISTING HOIST

EXISTING RECP-ELECT SHOP 1-#8, 1-#8, 1-#8 20 A 1 7 800 VA / 1250 VA 8

EXISTING RECP-ELECT SHOP 1-#8, 1-#8, 1-#8 20 A 1 5 800 VA / 1250 VA 62 30 A 2-#8, 1-#8 EXISTING RECP 30A 220V

EXISTING RECP-STORAGE 1-#6, 1-#6, 1-#6 20 A 1 3 1200 VA / 800 VA 4 1 20 A 1-#8, 1-#8, 1-#8 EXISTING RECP-SIGN SHOP

EXISTING RECP-STORAGE 1-#6, 1-#6, 1-#6 20 A 1 1 1200 VA / 800 VA 2 1 20 A 1-#8, 1-#8, 1-#8 EXISTING RECP-SIGN SHOP

Circuit Description Wire Size Trip Poles CKT

A B C

CKT Poles Trip Wire Size Circuit Description

SURFACE TYPE 1 STORAGE 12 225 A

Mounting Enclosure Location MCB Rating

PTD 120/208 Wye 3 4 225 A MCB

Panel Voltage Phase Wires Mains Rating Main Type

Existing Panelboard: PTD

GENERAL NOTES

SHEET KEYNOTES1. REMOVE EXISTING 30A-3P C/B PRESENTLY SERVING EXISTING CU-1. PROVIDE 20A-3P C/B.

2. EXISTING EF-GAR (R). RELABEL CIRCUIT BREAKER AS 'SPARE.'

3. REMOVE EXISTING 20A-3P C/B. PROVIDE NEW 20A-3P C/B.

4. REMOVE EXISTING 40A-2P C/B. PROVIDE NEW 30A-2P C/B.

5. REMOVE EXISTING 20A-1P C/B. PROVIDE NEW 20A-1P C/B.

6. REMOVE EXISTING 20A-2P C/B. PROVIDE NEW 20A-2P C/B.

7. EXISTING DF-1 (R). RELABEL CIRCUIT BREAKER AS 'SPARE.'

8. EXISTING SF-2 (R). RELABEL CIRCUIT BREAKER AS 'SPARE.'

9. EXISTING SF-3 (R). RELABEL CIRCUIT BREAKER AS 'SPARE.'

1. REFURBISHED OR REMANUFACTURED CIRCUIT BREAKERS ARE NOT ACCEPTABLE.

2. NEW CIRCUIT BREAKERS SHALL MATCH EXISTING SWITCHBOARD ELECTRICAL CHARACTERISTICS (I.E. MANUFACTURER, VOLTAGE. AIC RATING, ETC.).

3. PROVIDE UPDATED TYPED PANELBOARD DIRECTORIES AS REQUIRED.

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

EXISTING FEEDER (E)

5

5

4

6

6

1

3

3

3

3

3

3

3

2

7

5

9

8 5

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 17: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:5

6 P

M

E-702

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - SCHEDULES(BUILDING 1900)

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

214 A

Total Connected Load (A)

177572 VA

Total Connected Load (VA)

Total Amps: 214 A 214 A 214 A

Total Load: 59191 VA 59191 VA 59191 VA

NOT AVAILABLE -- -- -- 41 0 VA / 0 VA 42 -- -- -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 39 0 VA / 0 VA 40 -- -- -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 37 0 VA / 0 VA 38 -- -- -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 35 0 VA / 0 VA 36 -- -- -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 33 0 VA / 0 VA 34 -- -- -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 31 0 VA / 0 VA 32 -- -- -- NOT AVAILABLE

29 22167 VA / 0 VA 30

27 22167 VA / 0 VA 28EXISTING SHELTER BY RADIO TOWER 3-#3, 1-#8 100 A 3

25 22167 VA / 0 VA 26

3 20 A -- SPARE

23 0 VA / 4433 VA 24

21 0 VA / 4433 VA 22SPARE -- 20 A 3

19 0 VA / 4433 VA 20

3 20 A 3-#12, 1-#12 EXISTING PANEL 'PE' (VIA XFMR)

17 1330 VA / 0 VA 18

15 1330 VA / 0 VA 16(NEW) PUMP P-2 3-#12, 1-#12 20 A 3

13 1330 VA / 0 VA 14

3 20 A -- EXISTING SPARE

11 1330 VA / 9977 VA 12

9 1330 VA / 9977 VA 10(NEW) PUMP P-1 3-#12, 1-#12 20 A 3

7 1330 VA / 9977 VA 8

3 35 A 3-#8, 1-#10 CU-2

BUSSED SPACE -- -- -- 5 0 VA / 19953 VA 6

BUSSED SPACE -- -- -- 3 0 VA / 19953 VA 4

BUSSED SPACE -- -- -- 1 0 VA / 19953 VA 2

3 80 A 3-#4, 1-#8 CU-1

Circuit Description Wire Size Trip Poles CKT

A B C

CKT Poles Trip Wire Size Circuit Description

SURFACE TYPE 1 ELECTRICAL 42

Mounting Enclosure Location MCB Rating

MDPP-1 480/277 Wye 3 4 800 A MCB

Panel Voltage Phase Wires Mains Rating Main Type

Existing Panelboard: MDPP-1

167 A

Total Connected Load (A)

139172 VA

Total Connected Load (VA)

Total Amps: 167 A 167 A 167 A

Total Load: 46391 VA 46391 VA 46391 VA

NOT AVAILABLE -- -- -- 41 0 VA / 0 VA 42 1 20 A -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 39 0 VA / 0 VA 40 1 20 A -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 37 0 VA / 0 VA 38 1 20 A -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 35 0 VA / 0 VA 36 1 20 A -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 33 0 VA / 0 VA 34 1 20 A -- NOT AVAILABLE

NOT AVAILABLE -- -- -- 31 0 VA / 0 VA 32 1 20 A -- NOT AVAILABLE

BUSSED SPACE -- -- -- 29 0 VA / 0 VA 30

BUSSED SPACE -- -- -- 27 0 VA / 0 VA 28

BUSSED SPACE -- -- -- 25 0 VA / 0 VA 26

3 20 A -- SPARE

23 3880 VA / 3880 VA 24

21 3880 VA / 3880 VA 22AH-1 3-#10, 1-#10 30 A 3

19 3880 VA / 3880 VA 20

3 30 A 3-#10, 1-#10 AH-3

17 499 VA / 3049 VA 18

15 499 VA / 3049 VA 16AH-4 3-#12, 1-#12 20 A 3

13 499 VA / 3049 VA 14

3 20 A 3-#12, 1-#12 AH-2

11 8867 VA / 2106 VA 12

9 8867 VA / 2106 VA 10EXISTING PANEL 'PF' (VIA XFMR) 3-#8, 1-#10 40 A 3

7 8867 VA / 2106 VA 8

3 20 A 3-#12, 1-#12 EF-1

5 4157 VA / 19953 VA 6

3 4157 VA / 19953 VA 4CU-4 3-#12, 1-#12 20 A 3

1 4157 VA / 19953 VA 2

3 80 A 3-#4, 1-#8 CU-3

Circuit Description Wire Size Trip Poles CKT

A B C

CKT Poles Trip Wire Size Circuit Description

SURFACE TYPE 1 ELECTRICAL 42

Mounting Enclosure Location MCB Rating

MDPP-2 480/277 Wye 3 4 800 A MCB

Panel Voltage Phase Wires Mains Rating Main Type

Existing Panelboard: MDPP-2

SHEET KEYNOTES1. REMOVE EXISTING 100A-3P C/B PRESENTLY SERVING EXISTING CU-1. PROVIDE 80A-3P C/B.

2. REMOVE EXISTING 60A-3P C/B PRESENTLY SERVING EXISTING CU-2. PROVIDE 35A-3P C/B.

3. REMOVE EXISTING 100A-3P C/B PRESENTLY SERVING EXISTING CU-3. PROVIDE 80A-3P C/B.

4. REMOVE EXISTING 30A-3P C/B PRESENTLY SERVING EXISTING CU-4. PROVIDE 20A-3P C/B.

5. REMOVE EXISTING 20A-3P C/B. PROVIDE NEW 20A-3P C/B.

6. REMOVE EXISTING 20A-3P C/B. PROVIDE NEW 30A-3P C/B.

GENERAL NOTES1. REFURBISHED OR REMANUFACTURED CIRCUIT BREAKERS ARE NOT ACCEPTABLE.

2. NEW CIRCUIT BREAKERS SHALL MATCH EXISTING SWITCHBOARD ELECTRICAL CHARACTERISTICS (I.E. MANUFACTURER, VOLTAGE. AIC RATING, ETC.).

3. PROVIDE UPDATED TYPED PANELBOARD DIRECTORIES AS REQUIRED.

EXISTING FEEDER (E)

EXISTING FEEDER (E)

5

5

1

2

4

5

6

3

5

5

6

3-#2, 1-#8 3-#2, 1-#8

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 18: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

FACP

(E)

FIRST FLOOR

ROOF

(E)

CO

STORAGE 05

FAAP(E)

PAINT TRUCK & THERMOPLASTIC

TRAILERS 03

CO

MEN'S LOCKER

06

CO

WOMEN'S LOCKER

07

MECH. 17

COMECH.

17

COCO

OFFICE 04

CO

CORRIDOR 08

CO CO

HAZMAT10

SIGN SHOP09

CO

OFFICE11

ELEC SHOP13

PREFAB. & OLD EQUIP. STORAGE

14

CO

STORAGE15

CO

STORAGE 12

THERMOPLASTIC, PAINT, BEADS & SMALL EQUIP.

STORAGE01

CO

MACHINE RM.02

CO CO CO CO

COCO

EOL2

(E)

PAINT TRUCK & THERMOPLASTIC

TRAILERS 03

MM MM MM MM MMEOL MM MM MM MM MM MM MM MM MM MM MM

MM MM MM

CO

CONTROLLERCABINET

STORAGE16

MM

CO CO

MM MM

1

FACP

(E)

FIRST FLOOR

ROOF

(E)

CO

ELECTRICAL 111

FAAP(E)

VESTIBULE178

MAINTENANCE CLOSET

101

CO CO

CORRIDOR29

MECHANICAL112

CO

WOMEN114

COCO

COMP. NET113

CO

MEN115

CO

PRINCIPAL BRIDGE

ENGINEER116

CO

DRAFTSMAN183

EOL

3

4

(E)

MM

RAT RA

(E)

STAFF LOUNGE 97(AH-1 - SUPPLY FAN)

EOL

(E)

(E)

(E)

CM

MM

RAT RA

CORRIDOR 29(AH-2 - SUPPLY FAN)

EOL

CM

MM

RAT RA

COPY ROOM 98(AH-3 - SUPPLY FAN)

EOL

CM

MM

RAT RA

MAINT. CLOSET 101(AH-4 - RETURN INLET)

EOL

CM

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

12" = 1'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:5

7 P

M

E-801

FFC

MTK / PKP

09/10/2019

03875.0002

ELECTRICAL - PARTIAL FIREALARM RISER DIAGRAMS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

SHEET KEYNOTES

GENERAL FIRE ALARM NOTES

1. EXISTING FIRE ALARM CONTROL PANEL (ADEMCO, VISTA-128FB).

2. EXISTING REMOTE FIRE ALARM ANNUNCIATOR PANEL/KEYPAD (ADEMCO, 6139).

3. EXISTING FIRE ALARM CONTROL PANEL (HONEYWELL, FARENHYT SERIES, MODEL IFP-300).

4. EXISTING REMOTE FIRE ALARM ANNUNCIATOR PANEL (HONEYWELL).

1. REFER TO ELECTRICAL GENERAL NOTES AND LEGEND ON DRAWING E-001.

2. THE FIRE ALARM VENDOR OF RECORD IS FAST - FIRE AND SECURITY TECHNOLOGIES, 217 HALLS MILL ROAD, LEBANON, NJ, 08833, (CONTACT: JASON KRASKA, T: 908-823-4367, C: 908-256-9402.

3. THE FIRE ALARM VENDOR OF RECORD SHALL PAY FOR ALL PERMITS, FILING FEES AND APPLICATIONS.

4. PROVIDE ALL NECESSARY MODULES, COMPONENTS, MODIFICATIONS, UPDATES AND RE-PROGRAMMING AS REQUIRED IN ORDER TO INTERFACE THE NEW FIRE ALARM DEVICES TO THE BASE BUILDING FIRE ALARM SYSTEM.

5. CONTRACTOR SHALL INSTALL FIRE ALARM SYSTEM IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

6. THE FIRE ALARM SYSTEM CONSISTS OF INDIVIDUAL ADDRESSABLE DEVICES.

7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE IBC 2015, NFPA 72 AND ALL OTHER APPLICABLE CODES AND REGULATIONS.

8. ALL NEW FIRE ALARM ZONES AND ALARMS SHALL BE SIGNALED ON BASE BUILDING FIRE ALARM PANELS AND ANNUNCIATORS.

9. ALL FIRE ALARM DEVICES AND OTHER SIGNALING SYSTEM DEVICES SHOWN ON PLANS ARE NEW, UNLESS NOTED OTHERWISE.

10. ALL FIRE ALARM WIRES IN JUNCTION BOXES OR CABINETS SHALL BE CLEARLY LABELED. CONDUCTORS IN CABINETS SHALL BE FORMED SO THAT THEY LEAVE PERPENDICULAR TO CONNECTED TERMINALS, COMBED AND TIED, OR STRAPPED, IN A NEAT MANNER WITH SUFFICIENT CLEARANCE TO ALLOW EASY REMOVAL AND RECONNECTION. ALL TERMINALS SHALL BE LABELED AND NUMBERED IN EVERY CABINET.

11. ALL FIRE ALARM JUNCTION BOX COVERS SHALL BE PAINTED 'FIRE DEPARTMENT RED'.

12. COORDINATE ALL FIRE ALARM DEVICE LOCATIONS WITH ARCHITECTURAL DWGS. PRIOR TO INSTALLATION.

13. ALL FIRE ALARM WIRING SHALL BE INSTALLED IN EMT CONDUIT AND/OR RACEWAY (3/4" MIN.). FOR LOCATIONS WITH ACCESSIBLE HUNG CEILINGS, USE FPLR SHIELDED, FIRE RATED, POWER LIMITED AND NON-POWER LIMITED FIRE ALARM ARMORED CABLE.

14. ALL FIRE ALARM WIRING SHALL BE MEA/BSA APPROVED TEFLON, COLOR RED. UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE FACTORY STAMPED "(UL) FPLP 150°C CERTIFIED FIRE ALARM CABLE". ALL FIRE CABLES SHALL BE PLENUM RATED.

15. ALL NEW FIRE ALARM INITIATING AND ANNUNICATING DEVICES TO BE CONNECTED TO EXISTING FIRE ALARM SYSTEM SHALL BE WIRED TO NEAREST AVAILABLE FIRE ALARM CIRCUIT AS REQUIRED. IF ONE IS NOT AVAILABLE, THE CONTRACTOR SHALL WIRE DEVICES BACK TO THE NEAREST FIRE ALARM CONTROL PANEL (FACP).

16. DO NOT RUN FIRE ALARM CABLES IN THE SAME RACEWAY WITH NON-FIRE ALARM CABLES.

17. MAINTAIN THE ELECTRICAL CONTINUITY OF EXISTING FIRE ALARM WIRING SERVING EXISTING EQUIPMENT TO REMAIN IN CONSTRUCTION AREA AND IN AREAS ADJACENT TO CONSTRUCTION WHERE WIRES ARE DISTURBED.

NTS

BUILDING 1800 - PARTIAL FIRE ALARM RISER DIAGRAM1

NTS

BUILDING 1900 - PARTIAL FIRE ALARM RISER DIAGRAM2

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 19: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

EXTERIOR FOUNDATION WALL

FINISHED GRADE

THRU WALL SEALING ASSEMBLY SIMILIAR TO OZ/GEDNEY TYPE FSK OR APPROVED EQUAL

CONDUIT

FINISHED FLOOR

CONDUIT SLEEVE

BLOCK WALL

BARRIER PUTTY

REMOVABLE FORM

DAMMING MATERIAL

1. INSTALL SLEEVES THAT ARE LARGE ENOUGH TO PROVIDE 1/4" ANNULAR CLEAR SPACE BETWEEN CONDUIT OR CONDUIT INSULATION.

2. FOR PENETRATIONS THROUGH EXISTING BLOCK OR CONCRETE WALL, CORE DRILL HOLE FOR CONDUIT. INSERT AND SEAL SLEEVE WITH CAULK OR MORTAR CEMENT.

NOTES:

SLEEVE

FIRE STOP MATERIAL

CONDUIT

FIRE RATED WALL

ROOF

CARBON MONOXIDE (CO) DETECTOR

JUNCTION BOX

CONDUITPLENUM RATED CABLE

JOISTS

HUNG CEILING

FINISHED FLOOR

STRUCTURE ABOVE

ELEVATION

CO DETECTOR(WALL MTD.)

5'-0" (CENTERLINE)

SUPPLY OR RETURN AIR DIFFUSER

3'-0" MINIMUM0'-4" MINIMUM

FINISHED CEILING

MOUNT ON 4" SQUAREOR OCTAGON BOX

CEILING GRID BOX

CO DETECTOR

SUPPORT BRACKET

PLENUMRATEDCABLE

1. ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE.

2. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE WHEREVER POSSIBLE.

NOTES:

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 52950

Fred F. ChenProfessional Engineer . New JerseyLicense no. 52950

Fred F. Chen

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

12" = 1'-0"

C:\P

SS

_R

evit\L

oca

l F

iles\0

38

75

000

2M

EP

_B

C E

ng

ineerin

g O

ffic

e a

nd T

raffic

Ma

int B

ldg_

R1

9_

mkirkpa

tric

k.r

vt

10/7

/201

9 4

:27:5

8 P

M

E-901

FFC

MTK / PP

09/10/2019

03875.0002

ELECTRICAL - DETAILS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

NTS

TYPICAL CONDUIT PENETRATION OF EXTERIOR FOUNDATION WALL(BELOW GRADE)1

NTS

TYPICAL CONDUIT PENETRATION THROUGH WALL DETAIL2

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

NTS

TYPICAL CONDUIT PENETRATION THRU FIRE RATED WALL3

NTS

TYPICAL CEILING MOUNTED CO DETECTOR DETAIL4 NTS

TYPICAL FIRE ALARM DEVICE AND EQUIPMENT MOUNTING HEIGHTS DETAIL5

Page 20: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

VIEW TAGS

PLAN KEYNOTE GENERIC

COLUMN GRID HEAD

VIEW TITLE

REVISION TAG

VIEW TITLE

DETAIL SECTION

NOTE: NOT ALL SYMBOLS SHOWN IN LEGEND MAY BE USED.

A

A101

View1/8" = 1'-0"X

View

1/8" = 1'-0"

X

A101

1

0

1

ELECTRIC OPERATED DAMPER

BACK DRAFT DAMPER

S

BDD

ELBOW WITH TURNING VANES

LINEAR DIFFUSER

TERMINAL UNIT

DUCT FIRE (F) AND/ORSMOKE (S) DETECTORS

DUCT TRANSITION

FC

FLEXIBLE DUCT

FLEXIBLE CONNECTION

SUPPLY AIR

FIRE DAMPER & ACCESS DOOR

PNEUMATIC OPERATED DAMPER

MANUAL VOLUME DAMPER

ELECTRIC DUCT HEATER

VD

FD/AD

DUCTWORK SYMBOLS

DESCRIPTIONSYMBOL

STANDARD DUCT BRANCH

RETURN DUCT SECTION

R

RISE (R) OR DROP (D)CHANGE OF ELEVATION,

20x12

SUPPLY DUCT SECTION

IN DUCTWORKDIRECTION OF FLOW

CENTRIFUGAL FAN

PROPELLER FAN

AXIAL FLOW FAN

SOLENOID VALVES

HVAC SYMBOL LEGEND

QUICK OPENING VALVE

PLUG VALVE

NEEDLE VALVE

BOTTOM CONNECTION

TOP CONNECTION

CAP

ANGLE GLOBE VALVE

GLOBE VALVE

ANGLE GATE VALVE

GATE VALVE, ISOLATION VALVE

THERMOMETER FLANGED CONNECTION

UNION

STRAINER WITH

BLOWDOWN VALVE

STRAINER

DIAPHRAGM VALVE

CHECK VALVE

BUTTERFLY VALVE

BALL VALVE

LOCK SHIELD VALVE

2-WAY CONTROL VALVE

PRESSURE GAUGE w/ VALVE

CONCENTRIC REDUCER

PUMP

FLEXIBLE CONNECTOR

EXPANSION LOOP

THREE-WAY VALVE

QUICK CLOSING, FUSIBLE

LINK VALVE

SYMBOL

EXPANSION JOINT

PIPE ANCHOR

ELBOW, TURNED DOWN

EJ

BALL JOINT

ELBOW, TURNED UP

45° ELBOW

ELECTRIC MOTOR

STEAM TRAP, STEAM

PIPE ALIGNMENT GUIDE

DESCRIPTION

90° ELBOW

DESCRIPTION SYMBOL SYMBOL DESCRIPTION

PIPING SYMBOLS

WIRE MESH SCREENOPEN END DUCT WITH

M

SELF-CONTAINED PRESSUREREGULATING VALVE

SYMBOL DESCRIPTION

VACUUM BREAKER

TRIPLE DUTY VALVE

BALANCING VALVEWITH FLOW TAPS

M

SMOKE DAMPER &ACCESS DOOR

SD/AD

EXHAUST/RETURN AIR

SAFETY RELIEF VALVE

MANUAL AIR VENT

ECCENTRIC REDUCER

FLAT ON BOTTOM

FLAT ON TOP

ECCENTRIC REDUCER

FIN TUBE RADIATION

FT-1

HORIZONTAL DISCHARGEUNIT HEATER

DUCT SIZE, IN INCHES

SQUARE/RECTANGULAR CEILING

HUMIDIFIER

L LOUVERED DOOR

UNDERCUT DOOR

RADIUS TYPE ELBOW

P/T PLUG

SQUARE/RECTANGULARCEILING SUPPLY DIFFUSER

SQUARE/RECTANGULARCEILING RETURNGRILLE OR REGISTER

ROUND CEILING DIFFUSER

U

21N

DUCT PRESSURECLASSIFICATION (N) NEGATIVEOR (P) POSITIVE

SUPPLY AIR DUCT DOWN

SUPPLY AIR DUCT UP

RETURN DUCT UP

RETURN DUCT DOWN

SUPPLY DIFFUSER

(1-WAY BLOW)

SQUARE/RECTANGULAR CEILING

SUPPLY DIFFUSER

(2-WAY BLOW)

SQUARE/RECTANGULAR CEILING

SUPPLY DIFFUSER

(3-WAY BLOW)

DESCRIPTIONSYMBOL

DISCONNECT FROM EXISTING

TIE IN CONNECTIONTO EXISTING

EXISTING DUCTWORK OREQUIPMENT TO REMAIN

EQUIPMENT DEMOLISHEDEXISTING DUCTWORK OR

EXISTING PIPE TO REMAIN

EXISTING PIPE DEMOLISHED

NAME

NAME

(4-WAY BLOW)

VALVE IN RISER

TRAP ASSEMBLY

DESCRIPTIONSYMBOL

EXHAUST DUCT SECTION

MECHANICAL EQUIPMENT TAG

ROOM TAG

MECHANICAL TAGS

SYMBOL DESCRIPTION

DIFFUSER TAG1t

200 CFM

HHWP-XX

NAME

NUMBER

1tSize

1t

PIPE TYPE SIZE TAG

PIPE TYPE TAG

1t1

PIPE RISER TAG

TTHERMOSTAT SYMBOL/TAG

TOD: 0

BOD: 0

TOP OF DUCT ELEVATION TAG

BOTTOM OF DUCT ELEVATION TAG

14" X 12" DUCT SIZE TAG

C ELEV.: 0L PIPE CENTERLINE ELEVATION TAG

H HUMIDISTAT

CO2 CO2 SENSORPRESSURE REGULATING VALVE

OS&Y VALVE

STOP CHECK VALVET

3-WAY CONTROL VALVE

AUTOMATIC AIR VENT

EXHAUST DUCT UP

EXHAUST DUCT DOWNME-1

SQUARE/RECTANGULARCEILING EXHAUSTGRILLE OR REGISTER

ATMOSPHERIC VENT

COMPRESSED AIR

REFRIGERANT LIQUID

REFRIGERANT SUCTIONRS

RL

VAC VACUUM

CA

V

HHWS/R HEATING HOT WATER SUPPLY/ RETURN

MEDIUM PRESSURE CONDENSATE

MEDIUM PRESSURE STEAM

LOW PRESSURE STEAM

HIGH PRESSURE CONDENSATE

PUMPED CONDENSATE

LOW PRESSURE CONDENSATE

PC

LPC

MPC

LPS

HPC

MPS

D DRAIN

CHWS/R CHILLED WATER SUPPLY/ RETURN

CHGS/R CHILLED GLYCOL SUPPLY/ RETURN

HPS HIGH PRESSURE STEAM

HEATING HOT GLYCOL SUPPLY/ RETURNHHGS/R

CND CONDENSATE DRAIN

CWS/R CONDENSER WATER SUPPLY/ RETURN

PIPE TYPE TAGS

NOTE: ALL SYMBOLS ARE NOT NECESSARILY APPLICABLE TO THIS PROJECT

GENERAL NOTES

1. ALL DIMENSIONS ARE IN ENGLISH UNITS UNLESS OTHERWISE NOTED.

2. ALL DUCT DIMENSIONS ARE INSIDE CLEAR.

3. VERIFY AND COORDINATE EQUIPMENT LAYOUT, SIZE, AND CONNECTING SERVICES WITH EQUIPMENT ACTUALLY SELECTED FOR INSTALLATION.

4. DO NOT SCALE DUCTWORK AND EQUIPMENT SIZE.

5. COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEMS WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION.

6. COORDINATE EXACT LOCATION AND SIZES OF REQUIRED OPENINGS AND SUPPORTS FOR FURNISHED EQUIPMENT WITH THE GENERAL CONTRACTOR.

7. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S REQUIREMENTS.

8. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR COMPLETE WORKABLE INSTALLATION.

9. ALL EQUIPMENT, DUCTS, PIPING, AND OTHER DEVICES OR MATERIAL EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHERPROOF.

10. ALL VALVES, CONTROLS, DAMPERS, FANS, ETC. SHALL BE INSTALLED IN ACCESSIBLE LOCATION. PROVIDE ADEQUETELY SIZED ACCESS DOOR OR PANELS WHERE REQUIRED.

11. THE LOCATION OF CEILING AIR INLETS AND OUTLETS SHALL BE ACCORDANCE WITH ARCHITECTURAL REFLECTED CEILING PLAN.

12. PROVIDE VALVED DRAINS AT LOW POINTS AND MANUAL AIR VENTS AT HIGH POINTS OF ALL HYDRONIC SYSTEMS.

13. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.

14. CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY.

15. POWER TO VAV BOXES AND MOTORIZED DAMPERS SHALL BE BY DIV. 23 CONTRACTOR.

16. PROVIDE VIBRATION ISOLATORS FOR ALL PIPING SUPPORTS CONNECTED TO AND WITH 50 FEET OF ISOLATED EQUIPMENT IN ACCESSIBLE LOCATIONS (EXCEPT WHERE BASE ELBOW SUPPORTS AND ANCHOR POINTS) THROUGHOUT MECHANICAL EQUIPMENT ROOMS.

17. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE LOCATIONS WITH STRAIGHT SECTION OF PIPE OR DUCT UP OR DOWNSTREAM AS RECOMMENDED BY MANUFACTURER FOR GOOD ACCURACY.

18. ALL CONTROL WIRING SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND SPECIFICATIONS.

19. CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT SHALL BE SIZED BY A MECHANICAL CONTRACTOR.

20. FOR TYPICAL DETAILS SEE SHEETS M-901 AND M-902.

21. PROVIDE SUFFICIENT CLEARANCE FOR AHU'S, AND AC'S COIL/PULL AND IN FRONT OF ACCESS DOORS/PANELS FILTER.

22. 120 VOLT POWER FROM ELECTRICAL PANELS TO DDC CONTROLLERS, ALARM PANELS AND OTHER DDC EQUIPMENT SHALL BE BY DIV. 23 CONTRACTOR.

23. DUCTWORK LAYOUT IS DIAGRAMMATIC ONLY. IN THE PROCESS TO COORDINATED THE DUCT INSTALLATION WITH OTHER TRADES, THE CONTRACTOR MAY REARRANGE THE DUCTWORK DOWNSTREAM OF TERMINAL UNIT FOR AN OPTIMAL LAYOUT. THE FOLLOWING RULES SHALL BE FOLLOWED.

A. MAXIMUM OF 5 FT OF FLEXIBLE DUCT SHALL BE USED.B. DUCT SIZE FOR THE TOTAL FLOW THROUGH THE BRANCH SHALL BE AS FOLLOWS:

0 - 40 CFM 4-INCH 425 - 660 CFM 12-INCH45 - 70 CFM 5-INCH 665 - 1000 CFM 14-INCH75 - 110 CFM 6-INCH 1005 - 1500 CFM 16-INCH115 - 230 CFM 8-INCH 1550 - 2000 CFM 18-INCH235 - 420 CFM 10-INCH 2005 - 2600 CFM 20-INCH

24. DUCTS SHALL NOT BE REINFORCED WITH TIE RODS OR OTHER INTERNAL REINFORCEMENT EXCEPT FOR DUCT DIMENSIONS GREATER THAN 85 INCH AND STATIC PRESSURE IN EXCESS OF 6 INCHES WG, AS REQUIRED BY SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE, THIRD EDITION.

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

NTS

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:04:5

1 A

M

M-001

GT

MD

09/10/2019

03875.0002

HVAC - LEAD SHEET

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

DRAWING LIST - HVACSHEET NUMBER SHEET NAME

M-001 HVAC - LEAD SHEET

M-051 HVAC - BUILDING 1800 - DEMO PLAN

M-052 HVAC - BUILDING 1900 - DEMO PLAN

M-101 HVAC - BUILDING 1800 - NEW WORK PLAN

M-102 HVAC - BUILDING 1900 - NEW WORK PLAN

M-501 HVAC - BUILDING 1800 - DEMO PART PLANS

M-502 HVAC - BUILDING 1900 - DEMO PART PLANS

M-503 HVAC - BUILDING 1800 - NEW WORK PART PLANS

M-504 HVAC - BUILDING 1900 - NEW WORK PART PLANS

M-701 HVAC - BUILDING 1800 - SCHEDULES

M-702 HVAC - BUILDING 1900 - SCHEDULES

M-801 HVAC - BUILDING 1900 - BAS NETWORK DIAGRAM AND GENERAL REQUIREMENTS

M-802 HVAC - BUILDING 1900 - CONTROL DIAGRAMS I

M-803 HVAC - BUILDING 1900 - CONTROL DIAGRAMS II

M-901 HVAC - DETAILS I

M-902 HVAC - DETAILS II

ABBREVIATIONS_HVACSYMBOL DESCRIPTION

SS STAINLESS STEEL

STD STANDARD

SP STATIC PRESSURE

SA SUPPLY AIR, SOUND ATTENUATOR

SD SUPPLY DIFFUSER, SMOKE DETECTOR

SG SUPPLY GRILLE

SR SUPPLY REGISTER

T, TEMP TEMPERATURE

TE TEMPERATURE, ENTERING

TL TEMPERATURE, LEAVING

P/T TEST PLUG

TC THERMOCOUPLE

T STAT THERMOSTAT

TSP TOTAL STATIC PRESSURE

TA TRANSFER AIR

TF TRANSFER FAN

TG TRANSFER GRILLE

TYP TYPICAL

UV ULTRAVIOLET

UL UNDERWRITER'S LABORATORY

UH UNIT HEATER

UON UNLESS OTHERWISE NOTED

UP UP (PENETRATES FLOOR SLAB)

V VALVE, VENT, VOLTS

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VEL VELOCITY

VA VOLT AMPERE

VOL VOLUME

VD VOLUME DAMPER

WC WATER COLUMN, WATER CLOSET

WG WATER GAUGE

WH WATER HEATER, WATT-HOUR

W WATT, WIDTH, WASTE

WT WEIGHT, WATER TREATMENT

WB WET BULB

WMS WIRE MESH SCREEN

Z ZONE

ABBREVIATIONS_HVACSYMBOL DESCRIPTION

L, LG LENGTH

LF LINEAR FEET

LIQ LIQUID

LV LOUVER

LPC LOW PRESSURE CONDENSATE

LPS LOW PRESSURE STEAM

MAU MAKE-UP AIR UNIT

MPT MALE PIPE THREAD

MAV MANUAL AIR VENT

MFR MANUFACTURER

MAX MAXIMUM

MER MECHANICAL EQUIPMENT ROOM

MPC MEDIUM PRESSURE CONDENSATE

MPS MEDIUM PRESSURE STEAM

HG MERCURY

MPH MILES PER HOUR

MIN MINIMUM

MHP MOTOR HORSEPOWER

NEMA NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NPS NATIONAL PIPE STANDARD

NPT NATIONAL PIPE THREAD

NO2 NITROGEN DIOXIDE

NOM NOMINAL

NC NORMALLY CLOSED

NO NORMALLY OPEN

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OCCUP OCCUPANCY

OSHA OCCUPATIONAL SAFETY & HEALTH ACT/AGENCY

OED OPEN ENDED DUCT

OZ OUNCE

OA OUTSIDE AIR

OS&Y OUTSIDE SCREW & YOKE GATE VALVE

PPM PARTS PER MILLION

PH PHASE (ELECTRICAL)

PA PIPE ANCHOR

PG PIPE GUIDE

PS PIPE SUPPORT

PVC POLYVINYL CHLORIDE

LBS POUND

LBS/HR POUNDS PER HOUR

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH, ABSOLUTE

PSIG POUNDS PER SQUARE INCH, GAUGE

PHC PREHEAT COIL

P, PRESS PRESSURE

P, PD PRESSURE DROP, DIFFERENTIAL PRESSURE

PC PUMPED CONDENSATE

QTY. QUANTITY

RCVR RECEIVER

R12, R22 REFRIGERANT (12, 22, ETC.)

RG REFRIGERANT HOT GAS

RL REFRIGERANT LIQUID

RS REFRIGERANT SUCTION

RHC REHEAT COIL

RH RELATIVE HUMIDITY

RAD RELIEF AIR DAMPER

REQ'D REQUIRED

RA RETURN AIR

RF RETURN FAN

RG RETURN GRILLE

RR RETURN REGISTER

RPM REVOLUTIONS PER MINUTE

RD ROOF DRAIN

RTU ROOF TOP UNIT

RM ROOM

SF SAFETY FACTOR, SUPPLY FAN

SCH SCHEDULE

S SECOND

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ FT SQUARE FEET

SQ IN SQUARE INCHES

ABBREVIATIONS_HVACSYMBOL DESCRIPTION

DX DIRECT EXPANSION

DN DOWN (PENETRATES FLOOR SLAB)

DWG DRAWING

EA EACH, EXHAUST AIR

%EFF EFFICIENCY, PERCENTAGE

EL ELEVATION

ENT ENTERING

EAT ENTERING AIR TEMPERATURE

EDB ENTERING DRY BULB

EWT ENTERING WATER TEMPERATURE

EWB ENTERING WET BULB

EXH EXHAUST

EF EXHAUST FAN

EG EXHAUST GRILLE

ER EXHAUST REGISTER

ETR EXISTING TO REMAIN

EXP EXPANSION

ET EXPANSION TANK

ESP EXTERNAL STATIC PRESSURE

FA FACE AREA, FIRE ALARM

FLP FAIL AT LAST POSITION

FC FAIL CLOSED

FO FAIL OPEN

FPB FAN POWER BOX

FT HD FEET HEAD

FPM FEET PER MINUTE

FPS FEET PER SECOND

', FT FEET, FOOT

FPT FEMALE PIPE THREAD

FT FIN TUBE RADIATION

FPI FINS PER INCH

FD FIRE DAMPER, FLOOR DRAIN

FC FLEXIBLE CONNECTION

FT LB FOOT-POUND

FZ FREEZE STAT

FP FREEZING POINT

FLA FULL LOAD AMP

GA GAGE, GAUGE

GAL GALLONS

GPM GALLONS PER MINUTE

GC GENERAL CONTRACTOR

GR GRAINS

G/LB GRAINS PER POUND

HD HEAD, HEAT DETECTOR

HX HEAT EXCHANGER

HC HEATING COIL

HHGR HEATING HOT GLYCOL RETURN

HHGS HEATING HOT GLYCOL SUPPLY

HHWP HEATING HOT WATER PUMP

HHWR HEATING HOT WATER RETURN

HHWS HEATING HOT WATER SUPPLY

HVAC HEATING, VENTILATION AND AIR CONDITIONING

H, HT HEIGHT

HZ HERTZ (FREQUENCY)

HEPA HIGH EFFICIENCY PARTICULATE AIR

HPC HIGH PRESSURE CONDENSATE

HPS HIGH PRESSURE STEAM

HP HORSEPOWER, HEAT PUMP

HR HOUR(S)

H HUMIDIFIER

H. CLNG HUNG CEILING

", IN INCHES

IN WC INCHES WATER COLUMN

IN WG INCHES WATER GAUGE

IFB INTEGRAL FACE AND BYPASS

IDS INTEGRATED DEHUMIDIFICATION SYSTEM

ISP INTERNAL STATIC PRESSURE

IPS IRON PIPE SIZE

KW KILOWATT

KWH KILOWATT HOUR

LD LEAK DETECTOR, LINEAR DIFFUSER

LVG LEAVING

LAT LEAVING AIR TEMPERATURE

LDB LEAVING DRY BULB

LWT LEAVING WATER TEMPERATURE

LWB LEAVING WET BULB

ABBREVIATIONS_HVACSYMBOL DESCRIPTION

MBH 1000 BTUH

AFF ABOVE FINISHED FLOOR

AD ACCESS DOOR

AC AIR CONDITIONING, ALTERNATING CURRENT

AF AIR FILTER

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP

AS AIR SEPARATOR

AMD AIRFLOW MEASURING DEVICE

AMB AMBIENT

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING & AIRCONDITIONING ENGINEERS, INC.

AWG AMERICAN WIRE GAGE

AMP, A AMPERE

APPROX APPROXIMATE

ATM ATMOSPHERE

AAV AUTOMATIC AIR VENT

ACD AUTOMATIC CONTROL DAMPER

AVG AVERAGE

BDD BACKDRAFT DAMPER

BB BASEBOARD RADIATION

B BOILER

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BHP BRAKE HORSEPOWER

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

BLDG BUILDING

BAS BUILDING AUTOMATION SYSTEM

BMS BUILDING MANAGEMENT SYSTEM

CUH CABINET UNIT HEATER

CAP CAPACITY

CO2 CARBON DIOXIDE

CO CARBON MONOXIDE

CLG CEILING

CPU CENTRAL PROCESSING UNIT

CHK CHECK

CHGR CHILLED GLYCOL RETURN

CHGS CHILLED GLYCOL SUPPLY

CHWP CHILLED WATER PUMP

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CH CHILLER

CKT CIRCUIT

CW CITY WATER, COLD WATER, CLOCKWISE

CV COEFFICIENT, VALVE FLOW

COL COLUMN

CA COMPRESSED AIR

CMPR COMPRESSOR

COND CONDENS (-ER, -ING, -ATION)

CRU CONDENSATE RETURN UNIT

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

CU CONDENSOR, CONDENSING UNIT

CAV CONSTANT AIR VOLUME TERMINAL

CC COOLING COIL

CLG LOAD COOLING LOAD

CCW COUNTERCLOCKWISE

CU FT CUBIC FEET

CFM CUBIC FEET PER MINUTE

CFM/ SQ FT CUBIC FEET PER MINUTE PER SQUARE FEET

CU IN CUBIC INCH

DB DECIBEL, DRY BULB

°, DEG DEGREES

°C DEGREES CELSIUS

°F DEGREES FAHRENHEIT

DEH DEHUMIDIFIER

D DEPTH, DRAIN

DPT DEW-POINT TEMPERATURE

Ø, DIA, DIM DIAMETER

ID DIAMETER, INSIDE

OD DIAMETER, OUTSIDE

DIFF DIFFFERENTIAL

DDCP DIRECT DIGITAL CONTROL PANEL

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 21: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

T

UH-3

T

UH-3

TF-1

T

IU-1

T

UH-3

T

UH

-3

T

UH-1

T

UH

-1

T

UH

-2

T

UH-2

T

F-2

T

UH

-2

DEMOLITION NOTES1. CONTRACTOR SHALL VISIT THE SITE VISIT BEFORE SUBMITTING FINAL PRICING. DURING VISIT, CAREFULLY

EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY AN EXPERIENCED OBSERVER. SITE VISIT IS PARTICULARLY CRITICAL WHEN DOING RENOVATION WORK.

2. THE EXISTING SYSTEMS AND EQUIPMENT, AS DOCUMENTED WITHIN THIS DRAWING PACKAGE, ARE BASED UPON AVAILABLE RECORD DRAWINGS AND/OR LIMITED FIELD OBSERVATION BY THE ENGINEER(S). CONTRACTOR SHALL BE ADVISED THAT ACTUAL EXISTING CONDITIONS MAY DIFFER FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INCLUDE IN HIS BID A REASONABLE ALLOWANCE FOR ACCOMMODATING UNFORESEEN CONDITIONS IN THE FIELD AT NO ADDITIONAL COST TO THE OWNER. ALLOWANCE SHALL BE ALIGNED WITH FIELD CONDITIONS OBSERVED BY CONTRACTOR PRIOR TO SUBMITTING BID.

3. THE CONTRACTOR SHALL INSPECT ALL EXISTING-REUSED EQUIPMENT, PIPING, AND DUCTWORK WITHIN THE SCOPE/DESIGN OF THIS PROJECT. ALL DEFICIENCIES FOUND (DUCT LEAKAGE, INSULATION DEGRADATION, PIPE LEAKING, ETC) SHALL BE REPAIRED OR, IF REPAIRS ARE NOT POSSIBLE, REPORTED TO THE ARCHITECT/ENGINEER.

4. THIS DRAWING SHALL BE CONSIDERED DIAGRAMMATIC AND DOES NOT NECESSARILY INDICATE ALL EXISTING DUCTWORK AND ANCILLARY EQUIPMENT TO BE REMOVED. THE DEMOLITION WORK INCLUDES REMOVAL OF DUCTS, ANCILLARY EQUIPMENT, ETC., SHOWN OR NOT SHOWN, AS REQUIRED TO COMPLETE THE INTENTION OF THE DEMOLTION WORK OF THIS CONTRACT.

5. COORDINATE THE SHUTDOWN OF EXISTING BUILDING SERVICES WITH THE OWNER OR HIS/HER REPRESENTATIVE BEFORE PROCEEDING WITH ANY DEMOLITION AND EQUIPMENT REMOVAL.

6. COORDINATE DEMOLITION WITH OTHER TRADES SO THAT COMPONENTS ARE DISCONNECTED AND REMOVED PROPERLY

7. EQUIPMENT, DUCTWORK, AND COMPONENTS REMOVED ARE THE PROPERTY OF THE OWNER AND SHALL EITHER BE RETURNED TO THE OWNER OR DISPOSED OF AS DIRECTED.

8. REMOVE EXISTING EQUIPMENT, DUCTWORK, PIPING, ETC. SHOWN WITH DASHED LINES OR HATCHING UP TO POINT OF DISCONNECT INDICATED ON PLANS.

UH-2

UH-2

UH-1

UH-2

EF-GAR

OU-1

UH-2

UH-1

UH-1

UH-1

MAU-1

F-2

IU-1

F-1

DHWH-1

SF-1

SF-2

SF-3

CU-1

CU-2

10"ø

6"ø

6"x

12"

8"ø

8"ø

10"x10"

8"ø

8"ø

16"x10"

18"x

8"

10"x

5"

M-5011

1. 2. 2.5 3. 4. 5.2 5.6 6. 8. 9.

A.

B.

C.

D.

E.

F.

G.

G.4.

H.

I

J

K

L

DF-1

10

CAP

1

9

9

9

9

9

9 9

9

CAP8

CAP

10 7

8"x

12"

CAP

1 1

1

2

3

M

4

5

5

6

6

6

9

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP

4"ø

3"ø

1 1/4"ø

NG

NG

NG

3"ø

2"ø

NG

1"ø

1 1/4"ø

3"ø

1"ø

NG

1"ø

3"ø

2"ø

2"ø

NG

1"ø

1 1

/4"ø

NG

NG

1"ø

NG 2"

11

EXISTING OUTSIDE AIR INTAKE LOUVER

CNDCAP

CAP

RL/RS

12

13EF-4

CAP

PAINT TRUCK &THERMOPLASTIC

TRAILERS

03

THERMOPLASTIC,PAINT, BEADS, &

SMALL EQUIP.STOR.

01

CONTROLLERCABINETSTORAGE

16

PREFAB. & OLDEQUIPMENTSTORAGE

14

ELECTRICALSHOP

13

SIGN SHOP

09

OFFICE

11

OFFICE

04

STORAGE

05

WOMEN'SLOCKER

07

MEN'S LOCKER

06

CORRIDOR

08

STORAGE

12

MACHINE ROOM

02

2"

CAP

PER IMC 2018 502.14EXCEPTION 3 - EXHAUST REQUIREMENT SHALL NOT APPLY AS MOTOR VEHICLES ARE ONLY OPERATED INSIDE THE SPACE FOR THE DURATION NECESSARY TO MOVE THE VEHICLE IN AND OUT.

PROVIDE 1-1/2" FIBERBOARD INSULATION ENCLOSING EXHAUST FAN WALL PENETRATION

PROVIDE 1-1/2" FIBERBOARD INSULATION INSTALLED WITHIN LOUVER DUCT CAP

UH-1

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:04:5

3 A

M

M-051

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1800 -DEMO PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/8" = 1'-0"

HVAC - BUILDING 1800 - DEMOLITION PLAN1

SHEET KEYNOTES• DEMO AND REMOVE EXISTING SPLIT SYSTEM INDOOR AND OUTDOOR COMPONENTS, AND ALL ASSOCIATED

REFRIGERANT PIPING, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. REMOVE AND CAP EXISTING EVAPORATOR COIL CONDENSATE DISCHARGE AS REQUIRED TO SUPPORT RECONNECTION UNDER NEW WORK. SYSTEM REFRIGERANT SHALL BE EVACUATED, COLLECTED, AND RETURNED TO EPA LICENSED REFRIGERANT RECLAIM FACILITY IN ACCORDANCE WITH EPA GUIDELINES. INACCESSIBLE UNDERGROUND REFRIGERANT PIPING MAY BE ABANDONED IN PLACE.

• DEMO AND REMOVE EXISTING GAS FIRED DOMESTIC HOT WATER HEATER AND ALL ASSOCIATED PIPING, FLUE, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT NEW DOMESTIC HOT WATER HEATER RECONNECTION UNDER NEW WORK.

• DEMO AND REMOVE EXISTING 2” BACKFLOW PREVENTER AND ASSOCIATED INLET AND DISCHARGE PIPING BETWEEN METER AND PIPING RISER. REMOVE CORRODED DRAIN SECTION DIRECTLY ADJACENT TO BACKFLOW PREVENTER AIR GAP DRAIN.

• PRIOR TO STARTING DEMOLITION, CONTRACTOR SHALL MEASURE AND RECORD THE AIRFLOWS ASSOCIATED WITH THE UNIT SUPPLY AIR DUCTWORK AT EACH CONNECTED DIFFUSER/GRILL. THIS SHALL BE TRANSMITTED TO THE ENGINEER AS A REPORT INDICATED CFMS AND LOCATIONS WHERE READINGS WERE TAKEN. UPON COMPLETION OF PRE-DEMOLITION AIR BALANCE, DEMO AND REMOVE EXISTING DUCT FURNACE AND ALL ASSOCIATED PIPING, DUCTWORK, FANS, FLUE, WIRING, CONTROLS AND ACCESSORIES AS REQUIRED FOR REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT RECONNECTION UNDER NEW WORK.

• DEMO AND REMOVE EXISTING DUCT FURNACE AND ALL ASSOCIATED PIPING, DUCTWORK, FANS, FLUE, WIRING, CONTROLS AND ACCESSORIES AS REQUIRED FOR REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT NEW DUCT FURNACE RECONNECTION UNDER NEW WORK.

• DEMO AND REMOVE EXISTING SUPPLY FAN, CONTROLS, WIRING, AND ACCESSORIES FOR COMPLETE REMOVAL.

• DEMO AND REMOVE EXISTING EXHAUST FAN, CONTROLS, WIRING, AND ACCESSORIES. INFILL OPENING WITH MATCHING CMU FACEBLOCK. COORDINATE WITH BUILDING ENVELOPE IMPROVEMENTS. PROVIDE 1.5" RIGID INSULATION ON INTERIOR SIDE.

• DEMO AND REMOVE EXISTING MAKEUP AIR UNIT AND ALL ASSOCIATED PIPING, DUCTWORK, FANS, FLUE, WIRING, CONTROLS AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AS REQUIRED AT EXTENT OF REMOVAL AS INDICATED.

• DEMO AND REMOVE EXISTING UNIT HEATERS AND ALL ASSOCIATED PIPING, FLUE, WIRING, CONTROLS AND ACCESSORIES AS REQUIRED FOR REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT NEW UNIT HEATER RECONNECTION UNDER NEW WORK.

• DEMO AND REMOVE EXISTING SPLIT SYSTEM INDOOR AND OUTDOOR COMPONENTS, AND ALL ASSOCIATED REFRIGERANT PIPING, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. REMOVE AND CAP EXISTING EVAPORATOR COIL CONDENSATE DISCHARGE AS REQUIRED TO SUPPORT RECONNECTION UNDER NEW WORK. SYSTEM REFRIGERANT SHALL BE EVACUATED, COLLECTED, AND RETURNED TO EPA LICENSED REFRIGERANT RECLAIM FACILITY IN ACCORDANCE WITH EPA GUIDELINES. INACCESSIBLE UNDERGROUND REFRIGERANT PIPING MAY BE ABANDONED IN PLACE.

• CONTRACTOR TO DISENGAGE AND REMOVE MALFUNCTIONING / CONSTANTLY RUNNING FAUCET AND REPAIR UNDER NEW WORK.

• DEMO AND REMOVE EXISTING CO DETECTION SYSTEM IN ITS ENTIRETY.

• PRIOR TO STARTING DEMOLITION, CONTRACTOR SHALL MEASURE AND RECORD THE EXISTING AIRFLOWS ASSOCIATED WITH THE EXHAUST FAN AND EACH INDIVIDUAL CONNECTED DIFFUSER. THIS SHALL BE TRANSMITTED TO THE ENGINEER AS A REPORT INDICATED CFMS AND LOCATIONS WHERE READINGS WERE TAKEN. UPON COMPLETION OF PRE-DEMOLITION AIR BALANCE, EXHAUST FAN, CONTROLS, WIRING, AND ACCESSORIES SHALL BE TURNED OFF AND LEFT IN CLOSED POSITIONS.

1

2

3

4

5

6

7

8

9

10

11

12

13

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 22: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

T

VAV-2-25

T

VA

V-2

-24

T

VAV-3-19

T

VA

V-3

-18

T

VAV-3-17

T

VAV-2-23

T

VA

V-2

-22

T

VA

V-3

-34

T

VAV-1-15

T

VAV-1-11

T

VAV-1-9

T

VAV-1-10

T

VAV-1-8

T

VAV-1-14

T

VAV-1-7

T

VAV-1-6

T

VAV-1-4

T

VAV-3-21

T

VAV-1-3

T

VAV-1-2

T

VAV-1-1

T

VAV-3-20

T

VAV-3-16

T

VAV-3-12

T

AH-4

VAV-2-24

VAV-2-25

VAV-3-19

AH-4

VAV-3-17

VAV-2-32VAV-2-33

AH-2

VAV-3-34

VAV-2-22

VAV-2-23

VAV-3-16

VAV-1-1

VAV-1-2

VAV-1-3

VAV-3-20

VAV-3-13

VAV-1-29

VAV-1-28

VAV-1-27

VAV-1-7

VAV-1-5

VAV-1-6

VAV-1-4

VAV-3-31

VAV-3-21

VAV-3-30

VAV-3-12

AH-3AH-1

VAV-1-11

VAV-1-15

VAV-1-26VAV-1-14

VAV-1-9

VAV-1-10

VAV-1-8

ETR

165 CFM

ETR

200 CFM

ETR

140 CFM

ETR

210 CFM

ETR

470 CFM

ETR

445 CFM

ETR

495 CFM

ETR

555 CFM

ETR

490 CFM

ETR

450 CFM

ETR

230 CFM

ETR

260 CFM

ETR

170 CFM

ETR

255 CFM

ETR

175 CFM

ETR

185 CFM

ETR

165 CFM

ETR

425 CFM

ETR

440 CFM

ETR

435 CFM

ETR

400 CFM

ETR

385 CFM

ETR

400 CFM

ETR

255 CFM

ETR

640 CFM

ETR

645 CFM

ETR

500 CFM

ETR

500 CFM

ETR

335 CFM

ETR

340 CFM

ETR

340 CFM

ETR

320 CFM

ETR

325 CFM

ETR

340 CFM

ETR

340 CFM

ETR

260 CFM

ETR

380 CFM

ETR

360 CFM

ETR

220 CFM

ETR

485 CFM

ETR

235 CFM

ETR

540 CFM

ETR

325 CFM

ETR

90 CFM

ETR

260 CFM

ETR

255 CFM

ETR

255 CFM

ETR

460 CFM

ETR

285 CFM

ETR

285 CFM

ETR

295 CFM

ETR

350 CFM

ETR

350 CFM

ETR

460 CFM

ETR

450 CFM

ETR

265 CFM

ETR

445 CFM

ETR

435 CFM

ETR

345 CFM

ETR

375 CFM

ETR

245 CFM

ETR

500 CFM

ETR

155 CFM

ETR

345 CFM

ETR

500 CFM

ETR

190 CFM

ETR

195 CFM

ETR

500 CFM

ETR

700 CFM

ETR

695 CFM

M-5021

B-2

B-1

P-2

P-1

P-3

P-4

DHWH-2

CU-3 CU-1

CU-4 CU-2

EF-1

M-5022

M-5023

M-5024

1 2 3 3.6 4 4.3 5 6

6.7 7 7.5 8

A

B

C

D

E

E7

F

F4

G

G.3

G.4

H

H.2

H.8

DHWH-ET

CAP

CAP

CAP

VAV-3-18

ETR

245 CFM

CAPCAP

CAP

CAP

CAP

CAPCAPCAP

CAP

CAP

CAP CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP CAP CAP

CAP

CAP CAP

CAP CAP

1

1

1

1

1

1

1

1

1

1

1 1

1

1

1

1

11

1

1

1

1

1

1

1

1 1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2 2

2

2

2

2

6

6

9

8

1

ET-1

ETR

200 CFM

ETR

200 CFM

ETR

200 CFM

ETR

200 CFM

ETR

100 CFM

ETR

100 CFM

ETR

2800 CFM

ETR

2800 CFM

ETR

1000 CFM

7

7

7

7

77

9

CNDHW

CAP

RL/RS

ETR

2000 CFM

36X16 OPEN TO CLG. PLENUM36X16 OPEN TO CLG. PLENUM36X16 OPEN TO CLG. PLENUM

30X12 TRANSFER DUCT

CAP

CAP

CAP

CAP

10

11 ETR

500 CFM

12

12

3

CAP

DEMOLITION NOTES1. CONTRACTOR SHALL VISIT THE SITE VISIT BEFORE SUBMITTING FINAL PRICING. DURING VISIT, CAREFULLY EXAMINE SITE TO IDENTIFY

EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY AN EXPERIENCED OBSERVER. SITE VISIT IS PARTICULARLY CRITICAL WHEN DOING RENOVATION WORK.

2. THE EXISTING SYSTEMS AND EQUIPMENT, AS DOCUMENTED WITHIN THIS DRAWING PACKAGE, ARE BASED UPON AVAILABLE RECORD DRAWINGS AND/OR LIMITED FIELD OBSERVATION BY THE ENGINEER(S). CONTRACTOR SHALL BE ADVISED THAT ACTUAL EXISTING CONDITIONS MAY DIFFER FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INCLUDE IN HIS BID A REASONABLE ALLOWANCE FOR ACCOMMODATING UNFORESEEN CONDITIONS IN THE FIELD AT NO ADDITIONAL COST TO THE OWNER. ALLOWANCE SHALL BE ALIGNED WITH FIELD CONDITIONS OBSERVED BY CONTRACTOR PRIOR TO SUBMITTING BID.

3. THE CONTRACTOR SHALL INSPECT ALL EXISTING-REUSED EQUIPMENT, PIPING, AND DUCTWORK WITHIN THE SCOPE/DESIGN OF THIS PROJECT. ALL DEFICIENCIES FOUND (DUCT LEAKAGE, INSULATION DEGRADATION, PIPE LEAKING, ETC) SHALL BE REPAIRED OR, IF REPAIRS ARE NOT POSSIBLE, REPORTED TO THE ARCHITECT/ENGINEER.

4. THIS DRAWING SHALL BE CONSIDERED DIAGRAMMATIC AND DOES NOT NECESSARILY INDICATE ALL EXISTING DUCTWORK AND ANCILLARY EQUIPMENT TO BE REMOVED. THE DEMOLITION WORK INCLUDES REMOVAL OF DUCTS, ANCILLARY EQUIPMENT, ETC., SHOWN OR NOT SHOWN, AS REQUIRED TO COMPLETE THE INTENTION OF THE DEMOLTION WORK OF THIS CONTRACT.

5. COORDINATE THE SHUTDOWN OF EXISTING BUILDING SERVICES WITH THE OWNER OR HIS/HER REPRESENTATIVE BEFORE PROCEEDING WITH ANY DEMOLITION AND EQUIPMENT REMOVAL.

6. COORDINATE DEMOLITION WITH OTHER TRADES SO THAT COMPONENTS ARE DISCONNECTED AND REMOVED PROPERLY

7. EQUIPMENT, DUCTWORK, AND COMPONENTS REMOVED ARE THE PROPERTY OF THE OWNER AND SHALL EITHER BE RETURNED TO THE OWNER OR DISPOSED OF AS DIRECTED.

8. REMOVE EXISTING EQUIPMENT, DUCTWORK, PIPING, ETC. SHOWN WITH DASHED LINES OR HATCHING UP TO POINT OF DISCONNECT INDICATED ON PLANS.

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:04:5

7 A

M

M-052

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1900 -DEMO PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/8" = 1'-0"

HVAC - BUILDING 1900 - DEMOLITION PLAN1

SHEET KEYNOTES• PRIOR TO STARTING DEMOLITION, CONTRACTOR SHALL MEASURE AND RECORD THE EXISTING MINIMUM AND MAXIMUM AIRFLOW

SETPOINTS ASSOCIATED WITH THE VAV AND EACH INDIVIDUAL CONNECTED DIFFUSER. THIS SHALL BE TRANSMITTED TO THE ENGINEER AS A REPORT INDICATED CFMS AND LOCATIONS WHERE READINGS WERE TAKEN. UPON COMPLETION OF PRE-DEMOLITION AIR BALANCE, DEMO AND REMOVE EXISTING VAV BOX, THERMOSTAT, CONTROLS, WIRING, AND ACCESSORIES. REMOVE AND CAP VAV DUCT CONNECTIONS AS REQUIRED TO SUPPORT NEW WORK INSTALLATION.

• DEMO AND REMOVE EXISTING THERMOSTAT, LOCATION FOR NEW THERMOSTAT INTENDS UPON RE-USING THIS SAME LOCATION.

• UPON COMPLETION OF REFRIGERANT RECOVERY, EXISTING BURIED PIPING MAY BE ABANDONED IN PLACE. GROUT PIPING SOLID AND PLUG EACH END.

• NOT USED

• NOT USED

• DEMO AND REMOVE EXISTING SPLIT SYSTEM INDOOR AND OUTDOOR COMPONENTS, AND ALL ASSOCIATED REFRIGERANT PIPING, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. REMOVE AND CAP EXISTING FAN COIL UNIT SUPPLY, AND RETURN AIR CONNECTIONS, AND EVAPORATOR COIL CONDENSATE DISCHARGE AS REQUIRED TO SUPPORT NEW WORK. SYSTEM REFRIGERANT SHALL BE EVACUATED, COLLECTED, AND RETURNED TO EPA LICENSED REFRIGERANT RECLAIM FACILITY IN ACCORDANCE WITH EPA GUIDELINES. INACCESSIBLE UNDERGROUND REFRIGERANT PIPING MAY BE ABANDONED IN PLACE.

• DEMO AND REMOVE EXISTING SPLIT SYSTEM INDOOR AND OUTDOOR COMPONENTS, AND ALL ASSOCIATED REFRIGERANT PIPING, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. REMOVE AND CAP EXISTING EVAPORATOR COIL CONDENSATE DISCHARGE AS REQUIRED TO SUPPORT NEW WORK. SYSTEM REFRIGERANT SHALL BE EVACUATED, COLLECTED, AND RETURNED TO EPA LICENSED REFRIGERANT RECLAIM FACILITY IN ACCORDANCE WITH EPA GUIDELINES. INACCESSIBLE UNDERGROUND REFRIGERANT PIPING MAY BE ABANDONED IN PLACE.

• PRIOR TO STARTING DEMOLITION, CONTRACTOR SHALL MEASURE AND RECORD THE EXISTING MINIMUM AND MAXIMUM AIRFLOW SETPOINTS ASSOCIATED WITH THE EXHAUST FAN AND EACH INDIVIDUAL CONNECTED DIFFUSER. THIS SHALL BE TRANSMITTED TO THE ENGINEER AS A REPORT INDICATED CFMS AND LOCATIONS WHERE READINGS WERE TAKEN. UPON COMPLETION OF PRE-DEMOLITION AIR BALANCE, DEMO AND REMOVE EXISTING EXHAUST FAN, CONTROLS, WIRING, AND ACCESSORIES. REMOVE AND CAP EXHAUST DUCT INLET AND OUTLET CONNECTIONS AS REQUIRED TO SUPPORT NEW WORK INSTALLATION.

• REMOVE EXISTING OUTDOOR CONCRETE PADS ASSOCIATED WITH DEMO’D AIR COOLED CONDENSING UNITS. AREA TO BE RE-SEEDED AND RESTORED TO LAWN CONDITION.

• REMOVE EXISTING SPRINKLER MAIN AS REQUIRED TO PROVIDE CLEAR SPACE FOR NEW LADDER ACCESS UP TO AH-2 AS INDICATED IN NEW WORK. EXISTING SPRINKLER RUNOUT BRANCHES AND HEADS SHALL REMAIN IN PLACE FOR RECONNECTION UNDER NEW WORK. DEMOLITION WORK TO FOLLOW NFPA-13 REQUIREMENTS.

• DISCONNECT DCW, DHW, SAN DRAIN AND VENTS CONNECTED TO EXISTING BREAK ROOM SINK BEING REPLACED IN CONJUNCTION WITH ARCHITECTURAL CASEWORK REPLACEMENT SCOPE OF WORK.

• DISCONNECT AND REMOVE CEILING MOUNTED SUPPLY, RETURN, AND EXHAUST AIR GRILLES AS REQUIRED TO ACCOMMODATE CEILING REPLACEMENT UNDER AH-1 & AH-3 PLATFORM. SPRINKLER PIPING AND ASSOCIATED HEADS SHALL REMAIN IN PLACE.

1

2

3

4

5

6

7

8

9

10

11

12

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 23: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

T

UH-2

T

UH-2

TF-1

T

IU-1

T

UH-2

T

UH

-2

T

UH-1A

T

UH

-1A

T

UH

-1B

T

UH-1B

T

F-2

T

UH

-1B

GENERAL NOTES1. ALL EQUIPMENT, DUCTS, PIPING, AND OTHER DEVICES OR MATERIALS EXPOSED TO WEATHER SHALL BE

COMPLETELY WEATHER PROOF.

2. PIPING INSTALLATION SHALL INCLUDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING.

3. PROVIDE EACH PIPING SYSTEM WITH VENTS AT HIGH POINTS AND DRAIN VALVES AT LOW POINTS.

4. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, AND CONNECTED TO BUILDING DRAINAGE SYSTEMS IN ACCORDANCE WITH PLUMBING CODES. SIZES SHALL BE PER MECHANICAL CODE, 3/4” MINIMUM PIPE SIZE. MINIMUM ALLOWABLE DRAIN PIPING SIZE IS 3/4".

5. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNECTION.

6. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT CONNECTION SIZE. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS REQUIREMENTS.

7. COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR MECHANICAL WORK. PROVIDE INFORMATION (EQUIPMENT SIZES, ATTACHMENT DETAILS, PENETRATION DETAILS, ETC) AS REQUIRED TO COORDINATE INSTALLATION WITH ALL OTHER TRADES.

8. INSTALL THERMOSTATS AT LOCATIONS SHOWN ON PLANS. MOUNTING HEIGHT AFF SHALL COMPLY WITH ADA.

9. DUCTWORK LAYOUT SHOWN IS DIAGRAMMATIC, ADDITIONAL DUCTWORK AND FITTINGS MAY BE REQUIRED. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION AND INSTALLATION OF DUCTWORK AND PIPING.

10. PROVIDE VOLUME DAMPERS ON ALL BRANCH DUCTWORK, NO EXCEPTIONS.

11. PROVIDE TURNING VANES AT ALL DUCTWORK ELBOWS.

12. FLEX DUCT SHALL NOT EXCEED 5'-0"

13. UNLESS OTHERWISE NOTED, GAS FIRED EQUIPMENT REPLACED IN KIND SHALL BE PROVIDED WITH NEW DIRT LEG, ISOLATION VALVE, UNION, FLEX CONNECTIONS, AND REGULATORS WHERE REQUIRED.

1. 2. 2.5 3. 4. 5.2 5.6 6. 8. 9.

A.

B.

C.

D.

E.

F.

G.

G.4.

H.

I

J

K

L

M-5031

UH-2

UH-2

UH-1A

UH-2

OU-1

UH-2

UH-1B

UH-1A

UH-1B

F-2

IU-1

F-1

CU-1

CU-2

DF-1

UH-1B

DHWH-1

ETR

450 CFM

ETR

450 CFM

ETR

900 CFM

ETR

170 CFM

ETR

330 CFM

ETR

50 CFM

ETR

250 CFM

ETR

250 CFM

ETR

250 CFM

ETR

250 CFMETR

700 CFM

ETR

100 CFM

ETR

300 CFM

ETR

300 CFM

ETR

150 CFM

ETR

200 CFM

ETR

100 CFM

ETR

100 CFM

ETR

550 CFM

4"ø

3"ø

1 1/4"ø

3"ø

2"ø

1"ø

1 1/4"ø

3"ø

1"ø

1"ø

3"ø

2"ø

2"ø

1"ø

1 1

/4"ø

1"ø

NG

NG

NG

NG

NG

NG

NG

NG

NG

8"ø10"ø

8"x

12"

6"x

12"

24"x14"

24"x

12" 20"x14"

24"x

12"

14"x14"

14"x

12"

14"x

12"

12"x

10"

14"x12"

6"ø

6"ø

M

10

9

9

9

9

9

9 9

9

10

1 1

1

2

3

45

9

ETR

3300 CFM

11

EXISTING OUTSIDE AIR INTAKE LOUVER

CND

RL

RS

1 5

8"ø

8"ø 8"ø

8"ø

10"x10"

10"x

5"

16"x10"

PAINT TRUCK &THERMOPLASTIC

TRAILERS

03

13

EF-4

14"x10"

NEW

500 CFM

THERMOPLASTIC,PAINT, BEADS, &

SMALL EQUIP.STOR.

01

CONTROLLERCABINETSTORAGE

16

PREFAB. & OLDEQUIPMENTSTORAGE

14

ELECTRICALSHOP

13

SIGN SHOP

09

OFFICE

11

OFFICE

04

STORAGE

05

WOMEN'SLOCKER

07

MEN'S LOCKER

06

CORRIDOR

08

STORAGE

12

MACHINE ROOM

02

NEW

100 CFM

13

PROVIDE 24x24 TITUS TMS-AA, 8" NECK

NORMALLY CLOSED VOLUME DAMPER, ACCESIBLE WITHIN OFFICE THROUGH CEILING GRID

PROVIDE NEW 12x12 TITUS 300RL

PROVIDE NEW 24x24 TITUS 50F RETURN GRILLE OPEN TO PLENUM

PROVIDE NEW 24x24 TITUS 50F RETURN GRILLE OPEN TO PLENUM

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:04:5

9 A

M

M-101

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1800 - NEWWORK PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/8" = 1'-0"

HVAC - BUILDING 1800 - NEW WORK PLAN1

SHEET KEYNOTES• INSTALL NEW SPLIT SYSTEM OUTDOOR CONDENSING UNIT, INDOOR EVAPORATOR COIL, AND ALL ASSOCIATED

REFRIGERANT PIPING, REFRIGERANT CHARGE, VALVES, WIRING, AND ACCESSORIES AS REQUIRED PER MANUFACTURER INSTALLATION GUIDELINES. CONNECT EVAPORATOR COIL CONDENSATE DISCHARGE TO EXISTING CONDENSATE DRAIN PIPING. NEW REFRIGERANT PIPE ROUTING SHALL BE FIELD VERIFIED, ENTERING ABOVE GROUND THROUGH BUILDING EXTERIOR PENETRATION PROVIDED WITH APPROPRIATE WEATHER SEALING PROVISIONS. PROVIDE NEW THERMOSTAT AT LOCATION INDICATED ON PLANS. PROVIDE NEW LIGHT EQUIPMENT PAD AS REQUIRED TO SUPPORT NEW CONDENSING UNIT INSTALLATION. REFER TO DETAIL 7 ON M-901.

• INSTALL NEW DOMESTIC HOT WATER HEATER ON EXISTING CONCRETE HOUSEKEEPING PAD. CONNECT NEW HOT WATER HEATER TO PIPING, POWER, DRAINAGE, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION.

• INSTALL NEW 2” ZURN 975XL (OR EQUAL) BACKFLOW PREVENTER IN PREVIOUS BACKFLOW PREVENTER LOCATION. BACKFLOW PREVENETER TO COMPLY WITH NSPC - 2015 EDITION SECTIONS 10.5.3 THRU 10.5.6. PROVIDE AIR GAP OR AIR GAP FITTING AT DISCHARGE POINT OF RELIEF OUTLET AND EXTEND RELIEF PIPING TO EXISTING DRAIN PIPING.

• INSTALL NEW DUCT FURNACE IN PREVIOUSLY DEMO’D DF-1 LOCATION. CONNECT NEW DUCT FURNACE TO OUTSIDE AIR DUCTWORK, SUPPLY AIR DUCTWORK, GAS PIPING, POWER, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION. DF-1 SHALL BE INTERLOCKED FOR SCHEDULED OPERATION CAPABILITIES, COORDINATED WITH ALL TIMES OF POTENTIAL UNIT HEATER OPERATION. REBALANCE DF-1DIFFUSERS AND GRILLS TO CFM INDICATED ON PLANS.

• INSTALL NEW DUCT FURNACE IN PREVIOUSLY DEMO’D F-1/F-2 LOCATION. CONNECT NEW DUCT FURNACE TO RETURN AIR DUCTWORK, SUPPLY AIR DUCTWORK, POWER, FLUE PIPE, GAS PIPING, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION. F-1/F-2 SHALL BE INTERLOCKED FOR SCHEDULED OPERATION CAPABILITIES, COORDINATE WITH OWNER OCCUPANCY SCHEDULE FOR THE ASSOCIATED SPACE. BALANCE F-1/F-2 DIFFUSERS TO CFM INDICATED ON PLANS. F-1/F-2 INSTALLATION SHALL BE INTEGRATED AS A HEATING/COOLING PACKAGED SYSTEM, UTILIZING ASSOCIATED CU AND EVAPORATOR COIL MOUNTED AT UNIT DISCHARGE. NEW THERMOSTAT SHALL INCLUDE PROGRAMMABLE HEATING/COOLING CAPABILITIES WITH SETBACKS AND DEADBANDS AS REQUIRED.

• NOT USED.

• NOT USED.

• NOT USED.

• INSTALL NEW GAS UNIT HEATER IN PREVIOUSLY DEMO’D UNIT HEATER LOCATION. CONNECT NEW UNIT HEATER POWER, FLUE PIPE, GAS PIPING, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION. PROVIDE NEW PROGRAMMABLE THERMOSTAT AT LOCATION INDICATED ON PLANS.

• INSTALL NEW SPLIT SYSTEM OUTDOOR CONDENSING UNIT, INDOOR FAN COIL UNIT, AND ALL ASSOCIATED REFRIGERANT PIPING, REFRIGERANT CHARGE, VALVES, WIRING, AND ACCESSORIES AS REQUIRED PER MANUFACTURER INSTALLATION GUIDELINES. CONNECT FAN COIL UNIT CONDENSATE DISCHARGE TO EXISTING CONDENSATE DRAIN PIPING. NEW REFRIGERANT PIPE ROUTING SHALL BE FIELD VERIFIED, ENTERING ABOVE GROUND THROUGH BUILDING EXTERIOR PENETRATION PROVIDED WITH APPROPRIATE WEATHER SEALING PROVISIONS. PROVIDE NEW THERMOSTAT AT LOCATION INDICATED ON PLANS. MODIFY CEILING AND THREADED ROD HANGERS AS REQUIRED TO MOUNT AND SUPPORT IU-1. PROVIDE NEW LIGHT EQUIPMENT PAD AS REQUIRED TO SUPPORT NEW CONDENSING UNIT INSTALLATION. REFER TO DETAIL 7 ON M-901.

• THE CONTRACTOR SHALL REPLACE THE EXISTING MALFUNCTIONING / CONSTANTLY RUNNING FAUCET WITH NEW PROPERLY WORKING FAUCET ASSEMBLY. CONTACT LOCAL SINK MANUFACTURER'S VENDOR OR REPRESENTATIVE FOR NECESSARY PARTS OR ASSEMBLIES REQUIRED. CONTRACTOR TO FURNISH ALL REQUIRED PARTS OR ASSEMBLIES NECESSARY FOR FAUCET REPLACEMENT.

• NOT USED.

• PROVIDE FAN RUNNING CONFIRMATION RELAY WITHIN NEMA 1 ENCLOSURE. ALL GAS FIRED UNIT HEATER COMBUSTION OPERATION SHALL BE LOCKED OUT VIA INTERNAL CONTACTS UNLESS DF-1 PROVED ON. PROVIDE ONE CONTACT PER UNIT HEATER.

1

2

3

4

5

6

7

8

9

10

11

12

13

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 24: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

T

VAV-2-25

T

VA

V-2

-24

T

VAV-3-19

T

VA

V-3

-18

T

VAV-3-17

T

VAV-2-23

T

VA

V-2

-22

T

VA

V-3

-34

T

VAV-1-15

T

VAV-1-11

T

VAV-1-9

T

VAV-1-10

T

VAV-1-8

T

VAV-1-14

T

VAV-1-7T

VAV-1-4

T

VAV-3-21

T

VAV-1-3

T

VAV-1-2

T

VAV-1-1

T

VAV-3-20

T

VAV-3-16

T

VAV-3-12

T

VAV-1-6

T

AH-4

CO2

CO2

1 2

3 3.6 4 4.3 5

6 6.7 7 7.5 8

A

B

C

D

E

E7

F

F4

G

G.3

G.4

H

H.2

H.8

1

1

1

1

1

1

1

11

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2 2

2

2

2

2

6

6

8

VAV-2-25

VAV-3-19

VAV-3-18

VAV-2-24

EF-1

AH

-4

VAV-2-23

CU-3

CU-1

CU-4

CU-2

VAV-3-17VAV-3-34

1

VAV-2-22

VAV-3-16

VAV-1-1

VAV-3-20

VAV-3-13

VAV-1-2

VAV-1-3

VAV-3-12

VAV-3-21

VAV-1-4

VAV-1-5

VAV-1-6

VAV-1-7

VAV-1-8

VAV-1-10

VAV-1-9

VAV-3-14VAV-3-26

VAV-3-15

VAV-1-11

DHWH-2

M-5044

M-5041

M-5042

M-5043

7

7

AH-1AH-3

AH-2 7

77

9

P-2

P-1

ET-1

CND

RS

RL

HW

36X16 OPEN TO CLG. PLENUM

30X12 TRANSFER DUCT

ENG CONF RM 1

142

ENG CONFR RM 2

141

ETR

165 CFM

ETR

200 CFM

ETR

140 CFM

ETR

210 CFM

ETR

470 CFM

ETR

445 CFM

ETR

495 CFM

ETR

555 CFM

ETR

490 CFM

ETR

450 CFM

ETR

230 CFM

ETR

260 CFM

ETR

170 CFM

ETR

255 CFM

ETR

175 CFM

ETR

185 CFM

ETR

165 CFM

ETR

425 CFM

ETR

440 CFM

ETR

435 CFM

ETR

400 CFM

ETR

385 CFM

ETR

400 CFM

ETR

640 CFM

ETR

645 CFM

ETR

500 CFM

ETR

500 CFM

ETR

340 CFM

ETR

340 CFM

ETR

320 CFM

ETR

325 CFM

ETR

340 CFM

ETR

340 CFM

ETR

260 CFM

ETR

380 CFM

ETR

360 CFM

ETR

220 CFM

ETR

485 CFM

ETR

235 CFM

ETR

540 CFM

ETR

325 CFM

ETR

90 CFM

ETR

260 CFM

ETR

255 CFM

ETR

255 CFM

ETR

460 CFM

ETR

285 CFM

ETR

285 CFM

ETR

295 CFM

ETR

350 CFM

ETR

350 CFM

ETR

460 CFM

ETR

450 CFM

ETR

265 CFM

ETR

445 CFM

ETR

435 CFM

ETR

345 CFM

ETR

375 CFM

ETR

245 CFM

ETR

500 CFM

ETR

155 CFM

ETR

345 CFM

ETR

500 CFM

ETR

190 CFM

ETR

195 CFM

ETR

500 CFM

ETR

700 CFM

ETR

695 CFM

ETR

245 CFM

ETR

200 CFM

ETR

200 CFM

ETR

200 CFM

ETR

200 CFM

ETR

100 CFM

ETR

100 CFM

ETR

2800 CFM

ETR

2800 CFM

ETR

1000 CFM

ETR

2000 CFM

10

FP

MECHANICAL

112

11ETR

500 CFM

12

12

NEW

450 CFM

EF-1 VFD (IN PLENUM)

14"ø

PROVIDE NEW 14"Ø 24x24 TITUS TMS-AA

PROVIDE NEW 14"Ø 24x24 TITUS TMS-AA

NEW

450 CFM

14"ø

15

' - 0

"

8' - 0"

10

' - 3

"

22' - 6"

4

4

3 3

33

B-1

B-2

3' -

0"

8' -

0"

7

9

5

5

5

13

14

14

GENERAL NOTES1. ALL EQUIPMENT, DUCTS, PIPING, AND OTHER DEVICES OR MATERIALS EXPOSED TO WEATHER SHALL BE COMPLETELY WEATHER PROOF.

2. PIPING INSTALLATION SHALL INCLUDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING.

3. PROVIDE EACH PIPING SYSTEM WITH VENTS AT HIGH POINTS AND DRAIN VALVES AT LOW POINTS.

4. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, AND CONNECTED TO BUILDING DRAINAGE SYSTEMS IN ACCORDANCE WITH PLUMBING CODES. SIZES SHALL BE PER MECHANICAL CODE, 3/4” MINIMUM PIPE SIZE. MINIMUM ALLOWABLE DRAIN PIPING SIZE IS 3/4".

5. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNECTION.

6. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT CONNECTION SIZE. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS REQUIREMENTS.

7. COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR MECHANICAL WORK. PROVIDE INFORMATION (EQUIPMENT SIZES, ATTACHMENT DETAILS, PENETRATION DETAILS, ETC) AS REQUIRED TO COORDINATE INSTALLATION WITH ALL OTHER TRADES.

8. INSTALL THERMOSTATS AT LOCATIONS SHOWN ON PLANS. MOUNTING HEIGHT AFF SHALL COMPLY WITH ADA.

9. DUCTWORK LAYOUT SHOWN IS DIAGRAMMATIC, ADDITIONAL DUCTWORK AND FITTINGS MAY BE REQUIRED. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION AND INSTALLATION OF DUCTWORK AND PIPING.

10. PROVIDE VOLUME DAMPERS ON ALL BRANCH DUCTWORK, NO EXCEPTIONS.

11. PROVIDE TURNING VANES AT ALL DUCTWORK ELBOWS.

12. FLEX DUCT SHALL NOT EXCEED 5'-0"

13. UNLESS OTHERWISE NOTED, GAS FIRED EQUIPMENT REPLACED IN KIND SHALL BE PROVIDED WITH NEW DIRT LEG, ISOLATION VALVE, UNION, FLEX CONNECTIONS, AND REGULATORS WHERE REQUIRED.

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:0

3 A

M

M-102

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1900 - NEWWORK PLAN

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/8" = 1'-0"

HVAC - BUILDING 1900 - NEW WORK PLAN1

SHEET KEYNOTES• UPON COMPLETION OF NEW VAV INSTALLATION, REBALANCE VAV AND EACH INDIVIDUAL DIFFUSER SERVED TO RESTORE PRE-DEMOLTION MINIMUM AND MAXIMUM AIRFLOWS.

• PROVIDE NEW THERMOSTAT AT LOCATION SHOWN ON PLANS. PATCH AND PAINT WALL AS REQUIRED.

• IN DEMO'D PAD AREAS, TILL, FERTILIZE, AND WATER THE AREAS AND TRANSPLANT GRASS / SOD FROM NEW PAD LOCATION.

• RUN CONTROL CONDUIT (1" MIN.) TO OUTDOOR CONDENSING UNITS ALONG WITH REFRIGERANT PIPING.

• ALL EXISTING ACTIVE GAS, SEWER, WATER, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED SHALL BE PROTECTED AT ALL TIMES. CONTRACTOR SHALL CONTACT NJ BOARD OF PUBLIC UTILITIES ONE CALL NUMBER FOR UTILITY MARKOUT PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY EXISTING UTILITIES NOT IDENTIFIED BY THE BOARD OF PUBLIC UTILITIES.

• INSTALL NEW SPLIT SYSTEM OUTDOOR CONDENSING UNIT, INDOOR FAN COIL UNIT, AND ALL ASSOCIATED REFRIGERANT PIPING, REFRIGERANT CHARGE, VALVES, WIRING, AND ACCESSORIES AS REQUIRED PER MANUFACTURER INSTALLATION GUIDELINES. CONNECT FAN COIL UNIT INLET AND OUTLET DUCTWORK TO EXISTING POINTS OF CONNECTION, CONNECT EVAPORATOR COIL CONDENSATE DISCHARGE TO EXISTING CONDENSATE DRAIN PIPING. NEW REFRIGERANT PIPE ROUTING SHALL BE FIELD VERIFIED, BUT ENTER ABOVE GROUND THROUGH BUILDING EXTERIOR PENETRATION PROVIDED WITH APPROPRIATE WEATHER SEALING PROVISIONS.

• INSTALL NEW SPLIT SYSTEM OUTDOOR CONDENSING UNIT, INDOOR EVAPORATOR COIL, AND ALL ASSOCIATED REFRIGERANT PIPING, REFRIGERANT CHARGE, VALVES, WIRING, AND ACCESSORIES AS REQUIRED PER MANUFACTURER INSTALLATION GUIDELINES. CONNECT EVAPORATOR COIL CONDENSATE DISCHARGE TO EXISTING CONDENSATE DRAIN PIPING. NEW REFRIGERANT PIPE ROUTING SHALL BE FIELD VERIFIED, BUT ENTER ABOVEGROUND THROUGH BUILDING EXTERIOR PENETRATION PROVIDED WITH APPROPRIATE WEATHER SEALING PROVISIONS.

• INSTALL NEW EXHAUST FAN IN PREVIOUSLY DEMO’D FAN LOCATION. CONNECT NEW FAN TO DUCTWORK, POWER, CONTROLS, ETC. AS REQUIRED TO COMPLETE THE INSTALLATION. UPON COMPLETION OF NEW EXHAUST FAN INSTALLATION, REBALANCE EACH CONNECTED EXHAUST AIR INLET SERVED TO AIRFLOW INDICATED ON PLANS.

• PROVIDE NEW OUTDOOR REINFORCED CONCRETE PAD AS REQUIRED TO SUPPORT NEW CONDENSING UNIT INSTALLATION AND MAINTAIN REQUIRED AIR INTAKE CLEARANCE SEPARATION REQUIRED. REFER TO HEAVY EQUIPMENT PAD DETAIL 6 ON M-901.

• PROVIDE NEW SPRINKLER MAIN AS REQUIRED TO REPLACE PREVIOUSLY REMOVED SECTION. PROVIDE PIPING OFFSET IN MAIN PIPE ROUTING TO AVOID CONFLICT WITH AH-2 PLATFORM LADDER USAGE. RECONNECT EXISTING SPRINKLER RUNOUT BRANCHES AND THEIR ASSOCIATED EXISTING SPRINKLER HEADS TO THE REROUTED SPRINKLER MAIN. NEW WORK TO FOLLOW NFPA-13 REQUIREMENTS.

• FURNISH AND INSTALL NEW ADA COMPLIANT 'CORIAN' MODEL 5610 SINK SOLID SURFACE WITH FAUCET HOLES IN COUNTERTOP. FAUCET TO BE SINGLE HANDLE LEAD FREE 'AMERICAN STANDARD' QUINCE WITH PULL-OUT SPRAY, SINGLE CONTROL MODEL #4433.100.F15 1.5 GPM MAXIMUM FLOW RATE MEETING NSF61 ADA GUIDELINES AND ANSI A117.1 REQUIREMENTS. EXTEND DCW, DHW, SAN DRAIN AND VENTS TO EXISTING PIPING POINT OF CONNECTION. COORDINATE SINK INSTALLATION WITH ARCHITECTURAL CASE WORK REPLACEMENT SCOPE OF WORK. SELECT SINK COLOR AND FINISH TO MATCH.

• RE-INSTALL CEILING MOUNTED SUPPLY, RETURN, AND EXHAUST AIR GRILLES AND RE-CONNECTED TO EXISTING DUCTWORK UPON COMPLETION OF NEW CEILING INSTALLATION UNDER AH-1 & AH-3 PLATFORM. EXISTING SPRINKLER HEADS SHALL BE COORDINATED WITH NEW PENETRATIONS THROUGH TILE INSTALLATION IN THEIR EXISTING LOCATIONS.

• PROVIDE LIGHT CONCRETE PAD FOR INTERMEDIATE PIPING SUPPORTS. RUN REFRIGERANT PIPING MINIMUM 18" ABOVE GRADE. REFER TO LIGHT EQUIPMENT PAD DETAIL 7 ON M-901.

• CONFERENCE ROOM SHALL BE PROVIDED WITH CO2 SENSOR ADJACENT TO THERMOSTAT TO FACILITATE DEMAND CONTROL VENTILATION SEQUENCE FOR THESE SPACES.

1

2

3

4

5

6

7

8

9

10

11

12

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

13

14

Page 25: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

M

1. 2. 2.5

C.2

C.

D.2

M

4"ø 4"ø

24"x14"

3"ø

NG

DCW

6"ø

18"x12"

3"ø

NG

DC

W

6"ø

SF-3

F-1

SF-1 DF-116"x14"

14"x

12"

14"x

12"

8"x

12"

18"x12"

1

2

3

5

6

6

CAP

CAP

SF-2

CAP

CAP

CAP

46

DHWH-1

CAP

CAP

CW

1 1/2"ø DHW

REPLACE EXISTING FLOOR DRAIN COVER

CAP

CAP

CAP

CN

D

NG

RL/RS

2"ø

1 1/4"ø

1 1

/4"ø

CAP

24"x14"

EXISTING FD EXISTING FD

EXISTING FD

EXISTING FD

CAP

CAP1 1/2"ø

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1/2" = 1'-0"

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:0

4 A

M

M-501

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1800 -DEMO PART PLANS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/2" = 1'-0"

HVAC - BUILDING 1800 MECH. ROOM - DEMOLITION PART PLAN1

SHEET KEYNOTES• DEMO AND REMOVE EXISTING SPLIT SYSTEM INDOOR AND OUTDOOR COMPONENTS, AND ALL ASSOCIATED

REFRIGERANT PIPING, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. REMOVE AND CAP EXISTING EVAPORATOR COIL CONDENSATE DISCHARGE AS REQUIRED TO SUPPORT RECONNECTION UNDER NEW WORK. SYSTEM REFRIGERANT SHALL BE EVACUATED, COLLECTED, AND RETURNED TO EPA LICENSED REFRIGERANT RECLAIM FACILITY IN ACCORDANCE WITH EPA GUIDELINES. INACCESSIBLE UNDERGROUND REFRIGERANT PIPING MAY BE ABANDONED IN PLACE.

• DEMO AND REMOVE EXISTING GAS FIRED DOMESTIC HOT WATER HEATER AND ALL ASSOCIATED PIPING, FLUE, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT NEW DOMESTIC HOT WATER HEATER RECONNECTION UNDER NEW WORK.

• DEMO AND REMOVE EXISTING 2” BACKFLOW PREVENTER AND ASSOCIATED INLET AND DISCHARGE PIPING BETWEEN METER AND PIPING RISER. REMOVE CORRODED DRAIN SECTION DIRECTLY ADJACENT TO BACKFLOW PREVENTER AIR GAP DRAIN.

• PRIOR TO STARTING DEMOLITION, CONTRACTOR SHALL MEASURE AND RECORD THE AIRFLOWS ASSOCIATED WITH THE UNIT SUPPLY AIR DUCTWORK AT EACH CONNECTED DIFFUSER/GRILL. THIS SHALL BE TRANSMITTED TO THE ENGINEER AS A REPORT INDICATED CFMS AND LOCATIONS WHERE READINGS WERE TAKEN. UPON COMPLETION OF PRE-DEMOLITION AIR BALANCE, DEMO AND REMOVE EXISTING MAKEUP AIR UNIT AND ALL ASSOCIATED PIPING, DUCTWORK, FANS, FLUE, WIRING, CONTROLS AND ACCESSORIES AS REQUIRED FOR REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT RECONNECTION UNDER NEW WORK.

• DEMO AND REMOVE EXISTING DUCT FURNACE AND ALL ASSOCIATED PIPING, DUCTWORK, FANS, FLUE, WIRING, CONTROLS AND ACCESSORIES AS REQUIRED FOR REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT NEW DUCT FURNACE RECONNECTION UNDER NEW WORK.

• DEMO AND REMOVE EXISTING SUPPLY FAN, CONTROLS, WIRING, AND ACCESSORIES FOR COMPLETE REMOVAL.

1

2

3

4

5

6

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 26: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

EXT. FACE AND BYPASS

HOT WATER COIL

EVAPORATOR COIL

FAN

3.6

F

F4

HHWR

HHWS

CND

REF. L

REF. S

CAP

2

1

3

4

6

5

7

CAP

RA

OA

OA

FAN

EVAPORATOR COIL

HOT WATER COIL

EXT. FACE AND BYPASS

4

CAP

HHWS

HHWR

CND

REF. L

REF. S

6

5

2

1

3

4

7

CAP

RA

OA

OA

FA

N

EV

AP

OR

AT

OR

CO

IL

HO

T W

AT

ER

CO

IL

EX

T. F

AC

E A

ND

BY

PA

SS

F

CND

HHWS

HHWR

REF. L

REF. S

CAP

6

5

4

1 23 7

CAP

RA

OA

OA

B-2

P-2

P-1

DHWH-2

60X48 COMBUSTION AIR LOUVER

5

C

B-1

CAP

ET-1

CF-1

CAP

REPLACE EXISTING FLOOR DRAIN COVER

3"ø

3"ø

2"ø

3/4

3/4"ø

NG

NG

HHWS

NG

AS-1

CAP

CAP

CAP

EXISTING 12X48 COMBUSTION AIR INLET OPENING WITH AUTOMATIC DAMPER, ONE LOW AND ONE HIGH.

CAP

REPLACE EXISTING FLOOR DRAIN COVER

1 1/4"ø

1 1/4"ø DCW

DHW

3"ø

12"ø

12"ø

10"ø

3/4"ø HHWS

3/4

"øH

HW

S

2 1

/2"ø

2 1

/2"ø

HH

WS

HH

WR

2"ø

2"ø

1

1

2

2

2

3

6

5

4

4

4

CAP

CAP

CAP

CAP

7

B

2

B

1

EXPANSION TANK

P

1

P

2

P

3

P

4

CAP

CAP

AS-1

CAP

CF-1

CAPCAP

STRAINER (TYP.)

BUTTERFLY VALVE (TYP.)

RELIEF VALVE (TYP.)

TEMP. AND PRESS. TEST PLUGS (TYP.)

COMBINATION VALVE (TYP.)

THERMOMETER(TYP.)

VENT

ISOLATION VALVE (TYP.)

GLOBE VALVE

CW MAKE-UP VALVE

CAP

CAP

HHWR FROM BUILDING

HHWS TO BUILDING

ET-1

CAP

CAP

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:0

6 A

M

M-502

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1900 -DEMO PART PLANS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/2" = 1'-0"

HVAC - AH-1 DEMOLITION PART PLAN1 1/2" = 1'-0"

HVAC - AH-2 DEMOLITION PART PLAN2 1/2" = 1'-0"

HVAC - AH-3 DEMOLITION PART PLAN3

1/2" = 1'-0"

HVAC - MECHANICAL ROOM - DEMOLITION PART PLAN4

PART PLAN 4 KEYNOTES• DEMO AND REMOVE EXISTING GAS FIRED HEATING HOT WATER BOILER AND ALL ASSOCIATED PIPING,

CIRCULATOR PUMP, FANS, FLUE, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT NEW BOILER INSTALLATION.

• DEMO AND REMOVE EXISTING HOT WATER PUMP AND ALL ASSOCIATED PIPING, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. REMOVE INLET AND OUTLET PIPE SECTIONS AS REQUIRED TO SUPPORT THE NEW PUMP INSTALLATION REQUIREMENTS.

• DEMO AND REMOVE EXISTING GAS FIRED DOMESTIC HOT WATER HEATER AND ALL ASSOCIATED PIPING, WIRING, CONTROLS, AND ACCESSORIES AS REQUIRED FOR COMPLETE REMOVAL. REMOVE EXISTING FLUE BRANCH AS REQUIRED TO SUPPORT NEW WORK. CAP ALL EXISTING SYSTEM CONNECTIONS AT EXTENT OF REMOVAL AS REQUIRED TO SUPPORT NEW DOMESTIC HOT WATER HEAT INSTALLATION.

• DEMO AND REMOVE HOT WATER SYSTEM ACCESORIES WHERE INDICATED ON PLANS. REMOVE INLET AND OUTLET PIPE SECTIONS AS REQUIRED TO SUPPORT NEW ACCESSORY INSTALLATION REQUIREMENTS.

• PRIOR TO COMMENCING DEMOLTION, MODIFY ALL CURRENT INTEGRATED FIELD AND ZONE CONTROLLERS TIED TO THE BAS TO OPERATE AS STANDALONE LOCAL CONTROLLERS. UPON COMPLETION, DEMO AND REMOVE EXISTING BUILDING AUTOMATION SYSTEM MAIN CONTROLLER.

• DEMO AND REMOVE EXISTING BUILDING AUTOMATION SYSTEM WORKSTATION, DESK, AND CHAIR.

• REMOVE EXISTING ACTUATORS, EXISTING DAMPERS TO REMAIN FOR RE-USE UNDER NEW WORK.

1

2

3

4

5

6

PART PLANS 1, 2, AND 3 KEYNOTES• DEMO AND REMOVE EXISTING EVAPORATOR COIL WITHIN EXISTING AIR HANDLING UNIT. REMOVAL OF

EXISTING EVAPORATOR COIL SHALL MAINTAIN THE EXISTING AHU CASING INTEGRITY. AHU OVERALL CASING SHALL BE EXISTING TO REMAIN FOR RE-USE UNDER NEW WORK.

• DEMO AND REMOVE EXISTING HOT WATER COIL WITHIN EXISTING AIR HANDLING UNIT. REMOVE AND CAP EXISTING PIPING CONNECTIONS AS REQUIRED TO SUPPORT NEW WORK. REMOVAL OF EXISTING HOT WATER COIL SHALL MAINTAIN THE EXISTING AHU CASING INTEGRITY. AHU OVERALL CASING SHALL BE EXISTING TO REMAIN FOR RE-USE UNDER NEW WORK. MAINTAIN EXISTING COIL PIPING ACCESSORIES FOR RE-USE UNDER NEW WORK.

• UPON COMPLETION OF PRE-DEMOLITION AIR BALANCE, DEMO AND REMOVE EXISTING SUPPLY FAN, CONTROLS, WIRING, AND ACCESSORIES. REMOVAL OF EXISTING SUPPLY FAN SHALL MAINTAIN THE EXISTING AHU CASING INTEGRITY. AHU OVERALL CASING SHALL BE EXISTING TO REMAIN FOR RE-USE UNDER NEW WORK.

• DEMO AND REMOVE EXISTING AHU SYSTEM CONTROLLER.

• REMOVE RAILING SECTIONS OF EXISTING AHU STRUCTURAL SERVICE PLATFORM AS REQUIRED TO FACILITATE INSTALLATION OF NEW AHU COMPONENTS. RAIL SECTION REMOVAL SHALL INCLUDE PERMANENT RAIL SECTION CUT AS REQUIRED FOR INSTALLATION OF NEW LADDER UP TO PLATFORM. REFER TO DETAIL 5 ON M-901.

• COORDINATE CEILING REMOVAL REQUIRED TO FACILITATE AHU COMPONENT PATHWAY UP TO PLATFORM. SAFE-OFF ALL EXISTING CEILING DEVICES THAT MAY BE IMPACTED BY RIGGING.

• DECOMMISSION EXISTING FACE AND BYPASS DAMPER. CAP AND SEAL.

1

2

3

4

5

6

NTS

BOILER FLOW DIAGRAM - DEMO WORK5

7

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

7

Page 27: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

1. 2. 2.5

C.2

C.

D.2

MM

REPLACE EXISTING FLOOR DRAIN COVER

1

2

3

5

4

F-1

DF-1

DHWH-1

CW

NG

DCW

NG

DC

W

DHW

24"x14"

18"x12"

14"x

12"

18"x12"

4"ø 4"ø

3"ø

3"ø

1 1/2"ø

CN

D

NG

RL

RS

1 1

/4"ø

1 1/4"ø

2"ø

24"x14"

8"x

12"

14"x14"

14"x

12"

EXISTING FD EXISTING FD

EXISTING FD

EXISTING FD

NEW 2'x2' RETURN GRILLE OPEN TO THE PLENUM

REPLACE CORRODED CHECK VALVE IN KIND

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

1/2" = 1'-0"

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:0

6 A

M

M-503

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1800 - NEWWORK PART PLANS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/2" = 1'-0"

HVAC - BUILDING 1800 MECH. ROOM - NEW WORK PART PLAN1

SHEET KEYNOTES• INSTALL NEW SPLIT SYSTEM OUTDOOR CONDENSING UNIT, INDOOR EVAPORATOR COIL, AND ALL ASSOCIATED

REFRIGERANT PIPING, REFRIGREANT CHARGE, VALVES, WIRING, AND ACCESSORIES AS REQUIRED PER MANUFACTURER INSTALLATION GUIDELINES. CONNECT EVAPORATOR COIL CONDENSATE DISCHARGE TO EXISTING CONDENSATE DRAIN PIPING. NEW REFRIGERANT PIPE ROUTING SHALL BE FIELD VERIFIED, ENTERING ABOVE GROUND THROUGH BUILDING EXTERIOR PENETRATION PROVIDED WITH APPROPRIATE WEATHER SEALING PROVISIONS. PROVIDE NEW THERMOSTAT AT LOCATION INDICATED ON PLANS.

• INSTALL NEW DOMESTIC HOT WATER HEATER ON EXISTING CONCRETE HOUSEKEEPING PAD. CONNECT NEW HOT WATER HEATER TO PIPING, POWER, DRAINAGE, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION.

• INSTALL NEW 2” ZURN 975XL (OR EQUAL) BACKFLOW PREVENTOR IN PREVIOUS BACKFLOW PREVENTOR LOCATION. BACKFLOW PREVENETER TO COMPLY WITH NSPC - 2015 EDITION SECTIONS 10.5.3 THRU 10.5.6. PROVIDE AIR GAP OR AIR GAP FITTING AT DISCHARGE POINT OF RELIEF OUTLET AND EXTEND RELIEF PIPING TO EXISTING DRAIN PIPING.

• INSTALL NEW DUCT FURNACE IN PREVIOUSLY DEMO’D DF-1 LOCATION. CONNECT NEW DUCT FURNACE TO OUTSIDE AIR DUCTWORK, SUPPLY AIR DUCTWORK, GAS PIPING, POWER, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION. DF-1 SHALL BE INTERLOCKED FOR SCHEDULED OPERATION CAPABILITIES, COORDINATED WITH ALL TIMES OF POTENTIAL UNIT HEATER OPERATION. REBALANCE DF-1DIFFUSERS AND GRILLS TO CFM INDICATED ON PLANS.

• INSTALL NEW DUCT FURNACE IN PREVIOUSLY DEMO’D F-1/F-2 LOCATION. CONNECT NEW DUCT FURNACE TO RETURN AIR DUCTWORK, SUPPLY AIR DUCTWORK, POWER, GAS PIPING, FLUE PIPE, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION. F-1/F-2 SHALL BE INTERLOCKED FOR SCHEDULED OPERATION CAPABILITIES, COORDINATE WITH OWNER OCCUPANCY SCHEDULE FOR THE ASSOCIATED SPACE. BALANCE F-1/F-2 DIFFUSERS TO CFM INDICATED ON PLANS. F-1/F-2 INSTALLATION SHALL BE INTEGRATED AS A HEATING/COOLING PACKAGED SYSTEM, UTILIZING ASSOCIATED CU AND EVAPORATOR COIL MOUNTED AT UNIT DISCHARGE. NEW THERMOSTAT SHALL INCLUDE PROGRAMMABLE HEATING/COOLING CAPABILITIES WITH SETBACKS AND DEADBANDS AS REQUIRED.

1

2

3

4

5

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 28: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

5

C

REPLACE EXISTING FLOOR DRAIN COVER

REPLACE EXISTING FLOOR DRAIN COVER

CF-1

4

P-2

P-1

AS-1

ET-1

DHWH-2

1

2

3

6

5

4

4 60X48 COMBUSTION AIR LOUVER

EXISTING 12X48 COMBUSTION AIR INLET OPENING WITH AUTOMATIC DAMPER, ONE LOW AND ONE HIGH.

1 1/4"ø

1 1/4"ø

DCW

DHW

3/4"

NG

10"ø

3"ø

HHWS

3/4

"ø2"ø

3"ø

2 1

/2"ø

2 1

/2"ø

HH

WS

3/4"ø

HH

WR

3/4

HHWS

HH

WS N

G

3"ø

NG

10"ø

6"ø

B-1

B-2

2"ø NG

2"ø NG

1

2

2 1

/2"ø

HH

WS

2 1/2"ø

2 1

/2"ø

P-1 VFD

P-2 VFD

7

7

2"

8

3.6

F

F4

EXT. FACE AND BYPASSHOT WATER COIL

EVAPORATOR COIL

FAN

2

1

3

65

4

HHWS

HHWR

RL

RS

CND

VFD

SF-1

HWC-1

BAS 7

8

RA

OA

OA

DSD

4

FAN

EVAPORATOR COIL

HOT WATER COIL EXT. FACE AND BYPASS

2

1

3

4

CND

RS

RL

HHWR

HHWS

VFD

6

5

SF-2

HWC-2

8

RA

OA

OA

DSD

F

FA

N

EV

AP

OR

AT

OR

CO

IL

HOT WATER COIL

EX

T. F

AC

E A

ND

BY

PA

SS

4

1

2

3

CND

RS

RL

HHWS

HHWR

VF

D

6

5

SF-3

HWC-3

DSD

8RA

OA

OA

B

2

REFER TO DETAIL 2/M-902 FOR EXPANSION TANK CONNECTION DETAIL

MINIMUM FLOW BYPASS

B

1

REFER TO DETAIL 1/M-902 FOR AIR SEPARATOR CONNECTION DETAIL

REFER TO DETAIL 3/M-902 FOR IN-LINE PUMP CONNECTION DETAIL

REFER TO DETAIL 4/M-902 FOR CHEMICAL FEED DETAIL

THERMOMETER (TYP.)

ISOLATION VALVE (TYP.)

STRAINER (TYP.)

RELIEF VALVE (TYP.)

TO NEAREST FLOOR DRAIN

ISOLATION VALVE (TYP.)

GLOBE VALVE

CW MAKE-UP VALVE

AS-1

P-1

P-2

CF-12 GALLON CAPACITY125 PSI RATED30 MICRON FILTRATIONBOTTOM DRAIN CONNECTIONINTEGRAL SUPPORT STAND

2-1/2" HHWR FROM BUILDING

2-1/2" HHWS TO BUILDING

PRESSURE GAUGE (TYP.)

DRAIN VALVE AT LOW POINT (TYP.)

2-1/

2"

2-1/

2"

GAS REGULATOR (TYP.)

SHUT-OFF VALVE (TYP.)

DIRT TRAP (TYP.)2-

1/2"

NG

B

2-1/

2" N

G

TO NEAREST FLOOR DRAIN

BALANCING VALVE (TYP.)

ET-1

CONDENSATE COOLER

TO NEAREST FLOOR DRAIN

BOILER STACK RISER CONDENSATE DRAIN

CONDENSATE NEUTRALIZER (TYP.)CONDENSATE TRAP (TYP.)

2-1/2"

2-1/2"

2-1/2"

2-1/2"

3/4"

P/T PORT (TYP.)

BAS TEMPERATURE THERMOWELL (TYP.)

2-1/

2"

2-1/

2"

2-WAY MOTORIZED VALVE (TYP.)

N

N

N

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:0

8 A

M

M-504

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1900 - NEWWORK PART PLANS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

1/2" = 1'-0"

HVAC - BUILDING 1900 BOILER ROOM - NEW WORK PART PLAN4

1/2" = 1'-0"

HVAC - AHU-1 NEW WORK PART PLAN1 1/2" = 1'-0"

HVAC - AHU-2 NEW WORK PART PLAN2 1/2" = 1'-0"

HVAC - AHU-3 NEW WORK PART PLAN3

PART PLAN 4 KEYNOTES• INSTALL NEW HEATING HOT WATER BOILER AND ACCESSORIES ON EXISTING CONCRETE HOUSEKEEPING

PAD. CONNECT NEW BOILER TO PIPING, POWER, FLUE PIPE, DRAINAGE, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION.

• INSTALL NEW HEATING HOT WATER PUMPS AND ACCESSORIES IN NEW ACCESSIBLE LOCATION, ABOVE THE FLOOR AT ELEVATION THAT DOES NOT RESTRICT BOILER SIDE ACCESS REQUIREMENTS.

• INSTALL NEW DOMESTIC HOT WATER HEATER AND ACCESSORIES ON EXISTING CONCRETE HOUSEKEEPING PAD. CONNECT NEW HOT WATER HEATER TO PIPING, POWER, FLUE PIPE, DRAINAGE, CONTROLS AND ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION.

• INSTALL NEW HEATING HOT WATER SYSTEM ACCESSORY IN PREVIOUSLY DEMO’D ACCESSORY LOCATION. CONNECT NEW ACCESSORY TO PIPING, SUPPORTS, ETC. AS REQUIRED TO COMPLETE THE INSTALLATION.

• PROVIDE NEW BUILDING AUTOMATION SYSTEM CONTROLLER MOUNTED IN PREVIOUS SYSTEM LOCATION TO UTILIZE POWER AND IT NETWORK TIE-IN.

• PROVIDE NEW BUILDING AUTOMATION SYSTEM LAPTOP AND STAND-UP DESK FOR BUILDING OPERATION STAFF UTILIZATION.

• PROVIDE NEW CATEGORY IV UL LISTED BOILER EXHAUST VENT PIPING OF AL-29-4C INNER CONSTRUCTION, 430 SS GUTTER CONSTRUCTION. WITHIN THE BOILER ROOM, SINGLE WALL AL-29-4C SLEEVED UP THROUGH CHIMNEY, EXTENDED 3 FEET ABOVE ROOF LINE TERMINATED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. FLASH AND SEAL NEW TERMINATION AS REQUIRED. UPON COMPLETION, FIRE/SMOKE SEAL CMU PENETRATION PER NFPA 211.

• REPLACE ACTUATOR FOR USE IN ACCORDANCE WITH SEQUENCE OF OPERATION, EXISTING DAMPERS TO REMAIN FOR RE-USE.

1

2

3

4

5

6

PART PLAN 1, 2, AND 3 KEYNOTES• PROVIDE NEW EVAPORATOR COIL WITHIN EXISTING AHU CASING. UPON FINAL INSTALLATION, COIL SUPPORT

ADJUSTMENTS, AND CONNECTION, RESTORE AHU ENVELOPE AND RE-SEAL AS REQUIRED. CONDENSATE DRAIN PAN SHALL BE CLEANED, CORRODED SECTIONS REPAIRED WHERE NECESSARY, AND RE-SURFACED UTILIZING NFPA 90A COMPLIANT, SELF LEVELING, CHEMICALLY RESISTANT PAN RE-SURFACING APPLICATION.

• INSTALL NEW HOT WATER COIL WITHIN EXISTING AHU CASING. CONNECT NEW COIL INLET AND OUTLET TO EXISTING PIPING AS REQUIRED TO COMLETE THE INSTALLATION. UPON FINAL INSTALLATION, COIL SUPPORT ADJUSTMENTS, AND CONNECTION, RESTORE AHU ENVELOPE AND RE-SEAL AS REQUIRED.

• INSTALL NEW SUPPLY FAN WITHIN EXISTING AHU CASING. CONNECT NEW FAN TO POWER, CONTROLS, ETC. AS REQUIRED TO COMPLETE THE INSTALLATION. UPON FINAL INSTALLATION, COIL SUPPORT ADJUSTMENTS, AND CONNECTION, RESTORE AHU ENVELOPE AND RE-SEAL AS REQUIRED.

• PROVIDE NEW AHU SYSTEM DIRECT DIGITAL FIELD CONTROL PANEL (ONE PER AIR HANDLING UNIT). MOUNTED TO SERVICE PLATFORM. CONNECT TO AHU SYSTEM DEVICES, POWER, AND IT NETWORK AS REQUIRED FOR NEW SYSTEM OPERATION AND INTEGRATION.

• PROVIDE NEW RETRACTING LADDER, PERMANENTLY AFFIXED TO EXISTING SERVICE PLATFORM STRUCTURE. FULL LADDER EXTENSION SHALL REACH WITHIN 6’ AFF. ENTRY POINT FROM LADDER TO PLATFORM SHALL BE PROVIDED WITH SPRING LOADED PLATFORM ENTRY INSTALLED WITHIN EXISTING RAILINGS. PROVIDE NEW VERTICAL POSTS FOR RE-ATTACHMENT OF CUT RAILING SECTION AND PLATFORM ENTRY DEVICE AS REQUIRED.

• UPON COMPLETION OF AHU COMPONENT INSTALLATION, RESTORE CEILING DEVICES TO PRE-DEMOLTION OPERATION AND CONDITIONS.

• PROVIDE NEW BUILDING AUTOMATION SYSTEM SECONDARY FRONT END CONTROLLER FOR LOCALIZED UNIT AND ZONE CONTROLLER INTEGRATION POINT ON SOUTH END OF BUILDING. COORDINATE NEW DATA AND POWER PROVISIONS WITH ELECTRICAL CONTRACTOR.

• FIELD CUT OPENINGS IN AHU DISCHARGE TO ALIGN WITH NEW FAN DISCHARGE SIZE AND LOCATION. RESEAL UNIT WITH FULL GASKETING AROUND NEW FIELD CUT OPENINGS, AND MAINTAIN EXISTING CABINET THICKNESS AND CONSTRUCTION. PROVIDE FLEX CONNECTION AT SUPPLY AIR DISCHARGE AND TRANSITION PIECE TO TIE INTO EXISTING DUCT MAINS. PROVIDE 10' OF 2" THICK ACOUSTICAL DUCT LINING NFPA 40A COMPLIANT MICROBIAL RESISTANT.

1

2

3

4

5

6

NTS

BOILER FLOW DIAGRAM - NEW WORK5

7

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

8

7

8

Page 29: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

BUILDING 1800 - DOMESTIC HOT WATER HEATER SCHEDULE

MANUFACT.AND MODEL

NUMBER

DE

SIG

NA

TIO

N

TO

TA

L N

O. R

EQ

UIR

ED

89

TA

NK

VO

LUM

E

ST

OR

AG

E W

AT

ER

TE

MP

ER

AT

UR

E (

DE

G.F

)

(GA

LS.)

140

TE

MP

ER

AT

UR

E R

ISE

RE

CO

VE

RY

RA

TIN

G(G

PH

)

(DE

G. F

)

28-1/4

(IN

CH

ES

)

LEN

GT

H/H

EIG

HT

(IN

CH

ES

)

DIA

ME

TE

R

1 140°F 100°F 74-3/4 YES 6"COMMANDER" SERIES

ATMOSPHERIC VENTING COMMERCIAL GAS HEATER

MA

X. W

OR

KIN

G P

RE

SS

.

AS

ME

RA

TE

D T

&P

VA

LVE

VE

NT

/ E

XH

AU

ST

FLU

E

160

INP

UT

(C

FH

)

150BRADFORD WHITEUCG-80H-199-3N

(PS

I)

SIZ

E (

INC

HE

S)

REMARKS

DHWH-1

NA

T. G

AS

PR

ES

SU

RE

(IN

CH

ES

W.C

.)

4.5-14

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

NTS

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:1

0 A

M

M-701

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1800 -SCHEDULES

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

BUILDING 1800 - UNIT HEATER (GAS) SCHEDULETAG MANUFACTURER MODEL TYPE CFM

EAT(°F)

LAT(°F)

GAS DATA MOTOR DATA DIMENSIONSUNIT WEIGHT REMARKS

INPUT (MBH) OUTPUT (MBH) HP WATTS VOLTAGE PHASE UNIT LENGTH UNIT WIDTH UNIT HEIGHT

UH-1A TRANE GBND010AHG10000E INDOOR GAS 1200 16.5 78.5 100 80 0.25 190 115 1 3' - 6 5/8" 1' - 5 7/8" 2' - 7 1/4" 262.00 SEE NOTES 1, 2, 3

UH-1B TRANE GBND010EHG10000E INDOOR GAS 1200 16.5 78.5 100 80 0.25 190 460 3 3' - 6 5/8" 1' - 5 7/8" 2' - 7 1/4" 262.00 SEE NOTES 1, 2, 3

UH-2 TRANE GBND030EHG10000E INDOOR GAS 3950 16.5 72.5 300 240 0.75 560 460 3 4' - 0 1/4" 3' - 1 1/8" 3' - 0 1/4" 471.00 SEE NOTES 1, 2, 3

BUILDING 1800 - SPLIT SYSTEM (INDOOR UNIT) SCHEDULETAG MANUFACTURER MODEL LOCATION CFM OA CFM ESP (IN WG)

ELECTRICAL DATA HEATING DATA COOLING DATA UNIT DIMENSIONS UNITWEIGHT

(LBS)REMARKS

MOCP FLA VOLTAGE PHASE TYPE INPUT (MBH) CAPACITY (MBH)AIRSIDE COIL DATA ENT. AIR TEMP. LVG. AIR TEMP.

LENGTH WIDTH HEIGHTEAT (°F) LAT (°F) TOTAL CAPACITY (MBH) SENSIBLE CAPACITY (MBH) DB (°F) WB (°F) DB (°F) WB (°F)

F-1 TRANE 4TXCC009DS3 (COIL) + S8X2C100M5PSA (FURNACE) STORAGE ROOM - 05 1400 500 0.75 15.0 14.4 120 1 NATURAL GAS 100 82.0 50 95 49 35 80 67 57 57 5' - 4 3/4" 2' - 4 3/4" 1' - 9" 206 SEE NOTES 1, 2, 3, 4, 5, 6

F-2 TRANE 4TXCB004DS3 (COIL) + S8X2B060M3PSA (FURNACE) STORAGE ROOM - 05 1000 200 0.75 15.0 9.3 120 1 NATURAL GAS 60 49.0 50 95 35 25 80 67 57 57 4' - 8 1/2" 2' - 4 3/4" 1' - 6" 172 SEE NOTES 1, 2, 3, 4, 5, 6

IU-1 MITSUBISHI NTXCKS09A112A OFFICE - 11 250 N/A N/A 0.3 0.2 208 1 N/A 0 6.9 65 90 6 5.6 0 0 0 0 1' - 10 1/2" 1' - 10 1/2" 0' - 9 1/2" 31 SEE NOTES 4, 5

BUILDING 1800 - CONDENSING UNIT SCHEDULETAG MANUFACTURER MODEL LOCATION SERVICE

ELECTRICAL DATA REFRIGERANTTYPE

COOLINGCAPACITY (MBH)

OA TEMP. (°F)TOTAL LINESET

LENGTH (FT)

UNIT DIMENSIONS UNIT WEIGHT(LBS)

REMARKSMCA MOCP VOLTAGE PHASE LENGTH WIDTH HEIGHT

CU-1 TRANE 4TTA7048A4 OUTDOORS F-1 9 15 460 3 R-410A 49 95 °F 120.0 3' - 1" 2' - 10" 3' - 9 1/4" 248 SEE NOTES 1, 3, 5

CU-2 TRANE 4TTR6036J1 OUTDOORS F-2 18 30 208 1 R-410A 35 95 °F 70.0 3' - 1" 2' - 10" 3' - 9 1/4" 245 SEE NOTES 1, 3, 5

OU-1 MITSUBISHI NTXSKS09A112A OUTDOORS UI-1 9 15 208 1 R-410A 9 95 °F 130.0 0' - 11 1/4" 2' - 7 1/2" 1' - 9" 81 SEE NOTES 1, 2, 3, 4, 5

BUILDING 1800 - DUCT FURNACE WITH SUPPLY FANTAG MANUFACTURER MODEL LOCATION

FAN DATA ELECTRICAL DATA HEATING DATA UNIT DIMENSIONS UNITWEIGHT

(LBS)REMARKS

TYPE DRIVE CFM TSP (IN. W.C.) ESP (IN. W.C.) RPM MCA MOCP VOLTAGE PHASE TYPE INPUT (MBH) OUTPUT (MBH)AIRSIDE

LENGTH WIDTH HEIGHTEAT LAT

DF-1 GREENHECK DG-109-H10 STORAGE ROOM - 05 FORWARD CURVE BELT 2500 2.33 1.50 1767 6.3 15 460 3 NATURAL GAS 172 158 17 °F 75 °F 6' - 6 1/4" 2' - 3 1/2" 2' - 9 3/4" 650 SEE NOTES 1, 2, 3, 4, 5, 6, 7, 8

NOTE:

1. CONTRACTOR SHALL VERIFY FIELD INSTALLED VOLTAGE (120/1 OR 460/3) OF EACH UNIT HEATER PRIOR TO ORDERING REPLACEMENT UNIT HEATERS. MODIFY VOLTAGE OF NEW EQUIPMENT ORDER AS REQUIRED TO MATCH EXISTING.2. UNIT PROVIDED WITH REMOTE FIELD INSTALLED ROOM THERMOSTAT, WITH MODULATING GAS FIRE OPERATION.3. UNIT THERMOSTAT/GAS FIRE CAPABILITY SHALL BE INTERLOCKED TO ONLY OPERATE WHEN DF-1 IS PROVED ON VIA CURRENT SENSING RELAY INCLUDED WITH DF-1 INSTALL.

NOTE:

1. UNIT MODEL NUMBERS ARE A COMBINATION DUCT FURNACE WITH DX COOLING COIL MOUNTED EXTERNALLY TO THE FURNACE DISCHARGE, FOR A COMBINED HEATING AND COOLING UNIT.2. UNIT SHALL BE PROVIDED WITH PROGRAMMABLE, 2-STAGE HEATING, 1-STAGE COOLING THERMOSTAT FOR SINGLE ZONE HEATING AND COOLING OPERATION WITH APPROPRIATE DEADBAND AND LOCKOUTS3. PROVIDE UNIT WITH MERV 8 FILTRATION4. COORDINATE REFRIGERANT PIPE SIZING AND CHARGE WITH LINE LENGTHS AND INCREASE PIPE SIZES AND ACCESSORIES AS REQUIRED.5. PROVIDE UNIT WITH SECONDARY DRAIN PAN AND WITH MOISTURE SENSOR AT LOW POINT WIRED FOR UNIT SHUTDOWN. PROVIDE CONDENSATE PUMP WITH UNIT AND PIPE 3/4" INSULATED PUMP DISCHARGE TO EXISTING CONDENSATE POC.6. UNIT SHALL BE CEILING HUNG WITH IN SERIES COMBINATION SPRING/ELASTOMER HANGER ROD VIBRATION ISOLATION.

NOTE:

1. PROVIDE UNIT WITH NEW CONCRETE EQUIPMENT PAD. MOUNT UNITS ON NEOPRENE VIBRATION ISOLATION BASE ANCHORED INTO CONCRETE.2. INDOOR UNIT IS POWERED THROUGH OUTDOOR UNIT.3. COORDINATE REFRIGERANT PIPE SIZING AND CHARGE WITH LINE LENGTHS PROVIDE PIPE SIZES AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER REFRIGERANT PIPING GUIDELINES.4. UNIT IS PROVIDE AS A HEAT PUMP SYSTEM, WITH 6,900 BTU/h HEATING CAPACITY AT 17 DEG F OUTDOOR TEMPERATURES AND 70 DEG F INDOOR TEMPERATURES.5. EFFICIENCIES SHALL BE IN ACCORDANCE WITH ASHRAE 90.1 2016

NOTE:

1. PROVIDE UNIT WITH MODULATING GAS FIRE OPERATION FOR CONSTANT SUPPLY AIR TEMPERATURE, SUPPLY FAN VFD FOR BALANCING PURPOSES, AND INLET ISOLATION DAMPER INTERLOCKED TO FAN OPERATION2. PROVIDE CURRENT SENSOR IN POWER FEED TO UNIT, TO PROVIDE CONTACT CLOSURE FOR SECONDARY RELAY INTERLOCK TO UNIT HEATER OPERATION3. PROVIDE SEPARATE RELAY IN NEMA 1 ENCLOSURE TIED TO UNIT OPERATION, WITH CONTACTS FOR EACH UNIT HEATER TO LIMIT UNIT HEATER OPERATION WHEN DF-1 IS OFF.4. UNIT PROVIDES SPACE OCCUPANT VENTILATION IN ADDITION TO COMBUSTION AIR FOR GAS FIRED UNIT HEATERS (UHS). PROVIDE STANDALONE FIELD CONTROLLER TO PICKUP FUNCTIONALITY NOT DIRECTLY PROVIDE BY PACKAGED UNIT

CONTROLLER. SEQUENCE OF OPERATION AS FOLLOWS.a. UNIT IS ENABLED

• VIA ADJUSTABLE OCCUPANCY SCHEDULE• ANYTIME OUTDOOR AIR TEMPERATURE IS BELOW 70 DEG F (ADJUSTABLE)

b. WHENEVER UNIT IS ENABLED, INLET ISOLATION DAMPER SHALL OPEN.c. GAS BURNER MODULATES AS REQUIRED TO MAINTAIN CONSTANT LEAVING AIR TEMPERATURE

5. UNIT BALANCED AT 2,100 CFM, SELECTED FOR 2,500 CFM FOR FUTURE CAPACITY.6. PROVIDE WITH UNIT MOUNTED SUPPLY FAN VFD FOR BALANCING PURPOSES7. UNIT SHALL BE CEILING HUNG WITH IN SERIES COMBINATION SPRING/ELASTOMER HANGER ROD VIBRATION ISOLATION.8. UNIT IS DIRECT FIRED INDUSTRIAL AIR HEATER LISTED TO ANSI Z83.4/CSA 3.7

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

N/A N/A N/A N/A N/A

Page 30: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

BUILDING 1900 - DOMESTIC HOT WATER HEATER SCHEDULE

MANUFACTURER AND MODEL NUMBER

DE

SIG

NA

TIO

N

TO

TA

L N

O. R

EQ

UIR

ED

50

TA

NK

VO

LUM

E

ST

OR

AG

E W

AT

ER

TE

MP

ER

AT

UR

E (

DE

G.F

)

(GA

LS.)

41

TE

MP

ER

AT

UR

E R

ISE

RE

CO

VE

RY

RA

TIN

G(G

PH

)

(DE

G. F

)

22

(IN

CH

ES

)

LEN

GT

H/H

EIG

HT

(IN

CH

ES

)

DIA

ME

TE

R

1 140°F 90°F 60-1/8 NO 3 RESIDENTIAL ATHMOSPHERIC VENT

MA

X. W

OR

KIN

G P

RE

SS

.

AS

ME

RA

TE

D

VE

NT

/ E

XH

AS

UT

FLU

E

150

INP

UT

(C

FH

)

40BRADFORD WHITERG250T6N

(PS

I)

SIZ

E (

INC

HE

S)

REMARKS

DHWH-2

NA

T. G

AS

PR

ES

SU

RE

(IN

CH

ES

W.C

.)

4.5-14

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

NTS

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:1

1 A

M

M-702

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1900 -SCHEDULES

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

BUILDING 1900 - SPLIT SYSTEM (INDOOR UNIT) SCHEDULETAG MANUFACTURER MODEL CFM OA CFM ESP (IN WG)

MOTOR DATA COOLING COIL DATA

REMARKSHP MCA FLA VOLTAGE PHASE TOTAL CAPACITY (MBH) SENSIBLE CAPACITY (MBH)

ENT. AIR TEMP. LVG. AIR TEMP.

DB WB DB WB

AH-1 TRANE DUFB45067 11100 3700 1.5 N/A N/A N/A N/A N/A 380 270 80 °F 68 °F 57 °F 57 °F SEE NOTES 1, 2, 5

AH-2 TRANE DUFB32055 6400 1370 1.25 N/A N/A N/A N/A N/A 195 145 78 °F 67 °F 57 °F 57 °F SEE NOTES 1, 2, 5

AH-3 TRANE DUFB37065 9300 4600 1.25 N/A N/A N/A N/A N/A 370 255 82 °F 69 °F 57 °F 57 °F SEE NOTES 1, 2, 5

AH-4 TRANE BCHD054G2 2000 0 .75 1 3.13 2.5 460 3 44 42 85 °F 71 °F 65 °F 65 °F SEE NOTES 2, 3, 4, 6

BUILDING 1900 - CONDENSING UNIT SCHEDULETAG MANUFACTURER MODEL LOCATION SERVICE

REFRIGERANTTYPE

COOLINGCAPACITY (MBH)

OA TEMP.TOTAL

LINESETLENGTH (FT.)

ELECTRICAL DATA UNIT DIMENSIONSUNIT WEIGHT

(LBS)REMARKS

MCA MOCP VOLTAGE PHASE LENGTH WIDTH HEIGHT

CU-1 TRANE RAUJC30 OUTDOORS AH-1 R-410A 400 95 °F 300 63 80 460 3 7' - 4 1/2" 4' - 9" 1' - 11 3/4" 1678 SEE NOTES 1, 2, 3, 4, 5

CU-2 TRANE TTA18044DAB OUTDOORS AH-2 R-410A 180 95 °F 200 32 40 460 3 7' - 11" 3' - 10" 3' - 9" 692 SEE NOTES 1, 2, 3, 4, 5

CU-3 TRANE RAUJC30 OUTDOORS AH-3 R-410A 400 95 °F 250 63 80 460 3 7' - 4 1/2" 4' - 9" 1' - 11 3/4" 1678 SEE NOTES 1, 2, 3, 4, 5

CU-4 TRANE 4TTA7060A4000A OUTDOORS AH-4 R-410A 64 95 °F 200 10 15 460 3 2' - 11" 3' - 2 3/4" 4' - 2 1/2" 252 SEE NOTES 1, 2, 5

BUILDING 1900 - FAN SCHEDULETAG MANUFACTURER MODEL LOCATION SERVICE

FAN DATA MOTOR DATA UNIT DIMENSIONS SOUND POWER LEVELS UNIT WEIGHT(LBS)

REMARKSTYPE DRIVE CFM ESP (IN. W.C.) RPM BHP HP VOLTAGE PHASE LENGTH WIDTH HEIGHT INLET (dBA) DISCHARGE (dBA)

EF-1 GREENHECK BSQ-300HP-50 CORRIDOR GENERAL EXHAUST CENTRIFUGAL INLINE BELT 7600 1.00 849 2.86 5 460 3 3' - 5" 3' - 10" 5' - 4" 72 67 600 SEE NOTE 2, 3

SF-1 GREENHECK 20-BIDW-21-3-I-100 AH-1 AH-1 PERMALOCK, BACKWARD INCLINED BELT 11100 2.50 1690 8.64 10 460 3 3' - 10" 6' - 1 1/2" 3' - 8" 84 85 500 SEE NOTES 1, 2, 4

SF-2 GREENHECK 15-BIDW-21-3-I-75 AH-2 AH-2 PERMALOCK, BACKWARD INCLINED BELT 6400 2.50 2279 4.74 7.5 460 3 2' - 11 1/2" 5' - 1 1/2" 2' - 9 1/2" 86 83 350 SEE NOTES 1, 2, 4

SF-3 GREENHECK 16-BIDW-21-3-I-100 AH-3 AH-3 PERMALOCK, BACKWARD INCLINED BELT 9300 2.50 2301 7.92 10 460 3 3' - 5 1/2" 5' - 11 1/2" 3' - 3 1/2" 88 86 400 SEE NOTES 1, 2, 4

BUILDING 1900 - VARIABLE AIR VOLUME BOX (SINGLE DUCT) SCHEDULETAG MANUFACTURER MODEL ARRANGEMENT SERVICE

CFM RANGEINLET SIZE REMARKS

MIN. MAX.

VAV-1-1 TRANE SIZE 10 SINGLE DUCT AH-1 265 760 10" SEE NOTES 1, 2, 3, 4

VAV-1-2 TRANE SIZE 14 SINGLE DUCT AH-1 445 1300 14" SEE NOTES 1, 2, 3, 4

VAV-1-3 TRANE SIZE 14 SINGLE DUCT AH-1 405 1185 14" SEE NOTES 1, 2, 3, 4

VAV-1-4 TRANE SIZE 10 SINGLE DUCT AH-1 250 450 10" SEE NOTES 1, 2, 3, 4, 5

VAV-1-5 TRANE SIZE 14 SINGLE DUCT AH-1 440 1285 14" SEE NOTES 1, 2, 3, 4

VAV-1-6 TRANE SIZE 12 SINGLE DUCT AH-1 340 1000 12" SEE NOTES 1, 2, 3, 4

VAV-1-7 TRANE SIZE 10 SINGLE DUCT AH-1 250 450 10" SEE NOTES 1, 2, 3, 4, 5

VAV-1-8 TRANE SIZE 12 SINGLE DUCT AH-1 285 860 12" SEE NOTES 1, 2, 3, 4

VAV-1-9 TRANE SIZE 10 SINGLE DUCT AH-1 265 775 10" SEE NOTES 1, 2, 3, 4

VAV-1-10 TRANE SIZE 12 SINGLE DUCT AH-1 300 845 12" SEE NOTES 1, 2, 3, 4

VAV-1-11 TRANE SIZE 16 SINGLE DUCT AH-1 755 2200 16" SEE NOTES 1, 2, 3, 4

VAV-2-22 TRANE SIZE 16 SINGLE DUCT AH-2 445 2050 16" SEE NOTES 1, 2, 3, 4

VAV-2-23 TRANE SIZE 16 SINGLE DUCT AH-2 375 1725 16" SEE NOTES 1, 2, 3, 4

VAV-2-24 TRANE SIZE 16 SINGLE DUCT AH-2 315 1440 16" SEE NOTES 1, 2, 3, 4

VAV-2-25 TRANE SIZE 14 SINGLE DUCT AH-2 230 1185 14" SEE NOTES 1, 2, 3, 4

VAV-3-12 TRANE SIZE 14 SINGLE DUCT AH-3 550 1105 14" SEE NOTES 1, 2, 3, 4

VAV-3-13 TRANE SIZE 10 SINGLE DUCT AH-3 370 745 10" SEE NOTES 1, 2, 3, 4

VAV-3-14 TRANE SIZE 08 SINGLE DUCT AH-3 225 450 8" SEE NOTES 1, 2, 3, 4

VAV-3-15 TRANE SIZE 12 SINGLE DUCT AH-3 470 940 12" SEE NOTES 1, 2, 3, 4

VAV-3-16 TRANE SIZE 12 SINGLE DUCT AH-3 485 970 12" SEE NOTES 1, 2, 3, 4

VAV-3-17 TRANE SIZE 12 SINGLE DUCT AH-3 505 1015 12" SEE NOTES 1, 2, 3, 4

VAV-3-18 TRANE SIZE 06 SINGLE DUCT AH-3 145 290 6" SEE NOTES 1, 2, 3, 4

VAV-3-19 TRANE SIZE 06 SINGLE DUCT AH-3 125 255 6" SEE NOTES 1, 2, 3, 4

VAV-3-20 TRANE SIZE 14 SINGLE DUCT AH-3 725 1450 14" SEE NOTES 1, 2, 3, 4

VAV-3-21 TRANE SIZE 14 SINGLE DUCT AH-3 705 1415 14" SEE NOTES 1, 2, 3, 4

VAV-3-26 TRANE SIZE 06 SINGLE DUCT AH-3 135 270 6" SEE NOTES 1, 2, 3, 4

VAV-3-34 TRANE SIZE 08 SINGLE DUCT AH-3 130 385 8" SEE NOTES 1, 2, 3, 4

BUILDING 1900 - BOILER (GAS-FIRED HOT WATER) SCHEDULE

TAG MANUFACTURER MODEL TYPE LOCATION SERVICE

CAPACITY HYDRONIC GAS UNIT DIMENSIONSUNIT

WEIGHT(LBS)

REMARKSINPUT(MBH)

OUTPUT(MBH)

EFFICIENCY(%)

FLUID TYPEFLUID FLOW

(GPM)EWT LWT TYPE

INPUTCFH

PRESSURE REQ'D ATENTRANCE TO GAS TRAIN GAS TRAIN

PIPE SIZEWIDTH LENGTH HEIGHT

MIN. IN. W.C. MAX. IN. W.C.

B-1 AERCO BMK-750 CONDENSING FIRETUBE MECHANICAL ROOM - 112 HEATING HW 750 700 93 WATER 35 180 °F 140 °F NATURAL 750 4 14 2" 2' - 1" 2' - 4" 6' - 6" 802 SEE NOTES 1, 2, 3, 4, 5, 6, 7, 8

B-2 AERCO BMK-750 CONDENSING FIRETUBE MECHANICAL ROOM - 112 HEATING HW 750 700 93 WATER 35 180 °F 140 °F NATURAL 750 4 14 2" 2' - 1" 2' - 4" 6' - 6" 802 SEE NOTES 1, 2, 3, 4, 5, 6, 7, 8

NOTES:

1. MINIMUM 15:1 TURNDOWN, MAX NOX 20PPM, COMBUSTION 02 SAFETIES.2. PROVIDE MANUFACTURER OPTIMIZED BOILER CONTROL SYSTEM (EDGE CONTROLLERS) FOR CONTROL OF LEAD LAG BOILERS AND ASSOCIATED HOT WATER SETPOINT AND OUTPUT CONTROL. SYSTEM TO BE BACNET COMPATIBLE, INTEGRATED INTO THE BAS.3. MANUFACTURER PROVIDED AND CONTROLLED BOILER ISOLATION VALVES.4. ADDITIONAL HOT WATER PLANT POINTS AND CONTROLS NOT COVERED BY BOILER CONTROL SYSTEM TO BE INTEGRATE VIA NEW BAS PANEL. REFER TO CONTROL DIAGRAM AND SEQUENCE OF OPERATION FOR REQUIREMENTS.5. INTERLOCK BOILER OPERATION WITH SPACE OUTSIDE AIR INTAKE LOUVERS.6. PROVIDE CONDENSATE NEUTRALIZER FOR EACH BOILER AND COMMON FLUE DRAINS.7. INSTALL BOILER ON EXISTING CONCRETE PADS WITH NEOPRENE VIBRATION ISOLATION.8. EACH BOILER, EDGE CONTROLLER, AND ACCESSORIES ARE WIRED AS A SINGLE POINT POWER CONNECTION (PER BOILER).

BUILDING 1900 - PUMP SCHEDULETAG MANUFACTURER SERIES MODEL TYPE LOCATION SERVICE

CAPACITY(GPM)

FLUID TYPEFLUID

TEMP (°F)TOTAL HEAD

(FT. HD.)

MOTOR DATA UNIT DIMENSIONS UNIT WEIGHT(LBS)

REMARKSRPM BHP HP VOLTAGE PHASE LENGTH WIDTH HEIGHT

P-1 BELL & GOSSETT e-90 1.25AAB IN-LINE MECHANICAL ROOM HTG HW 70 HOT WATER 160 60 3025 1.54 3 480 3 0' - 11" 0' - 3" 1' - 6 1/2" 66 SEE NOTES 1, 2, 3

P-2 BELL & GOSSETT e-90 1.25AAB IN-LINE MECHANICAL ROOM HTG HW 70 HOT WATER 160 60 3025 1.54 3 480 3 0' - 11" 0' - 3" 1' - 6 1/2" 66 SEE NOTES 1, 2, 3

NOTES:

1. INDOOR UNIT CONSISTS OF NEW DX SPLIT SYSTEM COOLING COIL INSTALLED WITHIN EXISTING AIR HANDLING UNIT CASING. FIELD VERIFY AHU SECTION INTERNAL DIMENSIONS, CLEARANCES, AND FRAMING AND ADJUST COIL AS REQUIRED PRIOR TO ORDER.2. COORDINATE REFRIGERANT PIPE SIZING AND CHARGE WITH LINE LENGTHS AND INCREASE PIPE SIZES AND ACCESSORIES AS REQUIRED.3. PROVIDE UNIT WITH MERV 8 FILTRATION, HOT WATER HEATING COIL (REFER TO SCHEDULE), CEILING HUNG WITH IN SERIES SPRING HANGER VIBRATION ISOLATION.4. CONTROL CONTRACTOR TO PROVIDE CONTROLLER FOR FACTORY MOUNTING AND WIRING.5. SPLIT SYSTEM COOLING COIL TO BE INTEGRATED INTO NEW CONTROLLER FOR OVERALL AIR HANDLING UNIT SEQUENCE OF OPERATION.6. UNIT SHALL BE CEILING HUNG WITH IN SERIES COMBINATION SPRING/ELASTOMER HANGER ROD VIBRATION ISOLATION.

NOTES:

1. NEW FAN IS INSTALLED WITHIN EXISTING AIR HANDLING UNIT CASING. FIELD VERIFY AHU SECTION INTERNAL DIMENSIONS, CLEARANCES, AND FRAMING AND ADJUST FAN SELECTION/DIMENSIONS AS REQUIRED PRIOR TO ORDER.2. PROVIDE FAN WITH VFD MOUNTED ADJACENT. VFD BASIS OF DESIGN FUJI ELECTRIC FRENIC-ECO SERIES OR APPROVED EQUAL.3. UNIT SHALL BE CEILING HUNG WITH IN SERIES COMBINATION SPRING/ELASTOMER HANGER ROD VIBRATION ISOLATION.4. FAN ASSEMBLY PROVIDED WITH INTEGRAL BASE MOUNTING FRAME, MECHANICAL CONTRACTOR TO PROVIDE 2" OPEN SPRING VIBRATION ISOLATION ARRANGED TO FIT WITHIN UNIT INTERNAL CLEARANCES.

BUILDING 1900 - HEATING COIL (HOT WATER) SCHEDULETAG MANUFACTURER MODEL LOCATION SERVICE CFM

CAPACITY(MBH)

FACE VELOCITY(FPM)

ROWS FPIAIR SIDE WATER SIDE DUCT DIMENSIONS

REMARKSEAT (°F) LAT (°F) P.D. (IN. W.C.) EWT (°F) LWT (°F) GPM P.D. (FT. HD.) WIDTH HEIGHT

HWC-1 TRANE DUWB45067 AH-1 AH-1 11100 530.0 532 2 6 50.0 95.0 0.13 180.0 140.0 27 0.50 60" 12" SEE NOTE 1, 2

HWC-2 TRANE DUWB32055 AH-2 AH-2 6400 265.0 520 2 6 56.0 95.0 0.15 180.0 140.0 14 0.21 48" 12" SEE NOTE 1, 2

HWC-3 TRANE DUWB37065 AH-3 AH-3 9300 530.0 548 2 6 42.0 95.0 0.16 180.0 140.0 25 0.45 60" 12" SEE NOTE 1, 2

HWC-4 TRANE - AH-4 AH-4 2000 33.0 514 2 6 65.0 80.0 0.10 180.0 140.0 2 0.03 40" 12" SEE NOTE 1, 2, 3

NOTES:

1. NEW HEATING COIL INSTALLED WITHIN EXISTING AIR HANDLING UNIT CASING. FIELD VERIFY AHU SECTION INTERNAL DIMENSIONS, CLEARANCES, AND FRAMING AND ADJUST COIL AS REQUIRED PRIOR TO ORDER.2. HOT WATER HEATING COOLING COIL AND CONTROL VALVE TO BE INTEGRATED INTO NEW CONTROLLER FOR OVERALL AIR HANDLING UNIT SEQUENCE OF OPERATION.3. HOT WATER HEATING COIL PROVIDED INTEGRAL WITH AH-4

NOTES:

1. PROVIDE UNITS WITH NEW OUTDOOR CONCRETE EQUIPMENT PAD SIZE TO ALLOW FOR REQUIRED AIRFLOW AND EQUIPMENT ACCESS CLEARANCE. MOUNT UNITS ON NEOPRENE VIBRATION ISOLATION BASE ANCHORED INTO CONCRETE.2. COORDINATE REFRIGERANT PIPE SIZING AND CHARGE WITH LINE LENGTHS PROVIDE PIPE SIZES AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER REFRIGERANT PIPING GUIDELINES.3. PROVIDE UNIT WITH 2 COMPRESSORS/2 REFRIGERANT CIRCUITS, 1 CIRCUIT PROVIDED WITH VARIABLE CAPACITY OUTPUT CAPABILITY.4. SPLIT SYSTEM COOLING COIL TO BE INTEGRATED INTO NEW CONTROLLER FOR OVERALL AIR HANDLING UNIT SEQUENCE OF OPERATION.5. EFFICIENCIES SHALL BE IN ACCORDANCE WITH ASHRAE 90.1 2016

NOTES:

1. CONTROL CONTRACTOR TO PROVIDE CONTROLLER FOR FACTORY MOUNTING AND WIRING.2. COORDINATE POWER REQUIREMENTS AND INTERNAL STEP DOWN TRANSFORMER REQUIREMENTS FOR REUSE OF EXISTING VAV POWER PROVISIONS.3. DISCHARGE AND RADIATED SOUND POWER LEVELS NOT TO EXCEED 20 NC.4. PROVIDE INLET AND OUTLET DUCTWORK TRANSITIONS/FITTINGS AS REQUIRED TO CONNECT TO EXISTING DUCT DISTRIBUTION. VAV INLETS SHALL BE HARD DUCTED.5. VAV SELECTION PROVIDES INCREASED AIRFLOW REQUIREMENTS AND CO2 VENTILATION RESET CONTROL TO MEET CONFERENCE ROOM REQUIREMENTS.

NOTES:

1. PROVIDE PUMP WITH VFD MOUNTED ADJACENT. VFD BASIS OF DESIGN FUJI ELECTRIC FRENIC-ECO SERIES OR APPROVED EQUAL.2. PUMPS SELECTED AT N+1 100% REDUNDANCY.3. UNIT SHALL BE CEILING HUNG WITH IN SERIES COMBINATION SPRING/ELASTOMER HANGER ROD VIBRATION ISOLATION.

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

AIR SEPARATOR SCHEDULETAG MANUFACTURER MODEL LOCATION SERVICE FLUID TYPE

FLOW(GPM)

P.D. (FT.HD.)

PIPE SIZES (IN.) INTEGRALSTRAINER(YES/NO)

FLOODED WEIGHT(LBS)

OPTIONS REMARKSSYSTEM DRAIN VENT

AS-1 BELL & GOSSETT RL-2-1/2N MECHANICAL ROOM HTG HW HTG HW 70 1.00 2 1/2" 1" 1" NO 110

EXPANSION TANK SCHEDULETAG MANUFACTURER MODEL TYPE LOCATION SERVICE FLUID

MAX. OPER.TEMP. (°F)

INITIAL FILLPRESS.(PSIG)

TANK VOLUME(GAL.)

ACCEPT.VOLUME (GAL.)

UNIT SIZEFLOODED

WEIGHT (LBS)REMARKS

DIAMETER HEIGHT

ET-1 BELL & GOSSETT D-144 DIAPHRAGM MECHANICAL ROOM HTG HW WATER 200 12 77 34 2' - 0" 3' - 8" 883 SEE NOTE 1

NOTES:

1. COORDINATE FINAL TANK CHARGE WITH SYSTEM FILL SETPOINT.

Page 31: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

AASC HW

BOILER PLANT

CONTROLLER

XFMR

24V

120VBY EC

P-1VFD

P-2VFD

BAS

CAT 6E TO BLDG IT NETWORK

XFMR

LAPTOP

120V TO WALL OUTLET

CAT 6E TO WALL JACK

120VBY EC24V

ASC AH-4

XFMR

120VBY EC24V

ASC VAV

XFMR

24V120VBY EC

ASC VAV

XFMR

24V120VBY EC

(TYP.)

(TYP.)

ASC EF-1

XFMR

120VBY EC

EF-1 VFD

ASC VAV

(TYP.)ASC VAV

XFMR

24V120VBY EC

(TYP.)

AASC AH-2

AH-2 VFD

XFMR

24V

120VBY EC

ASC VAV

XFMR

24V

120VBY EC

24V

XFMR

24V

120VBY EC

(TYP.)

AASC AH-1

AH-1 VFD

XFMR

24V

120VBY EC

ASC VAV

(TYP.)

XFMR

24V120VBY EC

ASC VAV

(TYP.)

XFMR

24V120VBY EC

BAS

CAT 6E TO BLDG IT NETWORK

XFMR

120VBY EC

AASC AH-3

AH-3 VFD

XFMR

24V

120VBY EC

ASC VAV

(TYP.)

XFMR

24V 120VBY EC

ASC VAV

(TYP.)

XFMR

24V120VBY EC

BUILDING AUTOMATION SYSTEM (BAS) HARDWARE AND NETWORKING1. THE BAS CONTRACTOR SHALL PROVIDE AN INDEPENDENT DIRECT

DIGITAL CONTROL (DDC) SYSTEM FOR ALL EQUIPMENT AND SYSTEMS WITHIN THE SCOPE OF THIS PROJECT. PROVIDE ALL MATERIAL, COMPONENTS, AND DEVICES NECESSARY TO COMPLETE THE SEQUENCES OF OPERATION AND NOTES INDICATED.

2. SUBMIT POINT TO POINT WIRING DIAGRAM, SEQUENCE OF OPERATION, NETWORK CONTROLLER, COORDINATOR, AND REPEATER LOCATIONS, AND ALL CONTROL COMPONENTS FOR REVIEW AND APPROVAL. THIS INCLUDES BUT IS NOT LIMITED TO DAMPER ACTUATORS, SWITCHES, RELAYS, THERMOSTATS, CONTROL PANELS, SAFETIES, TRANSFORMERS, CONTROLLERS, INSTRUMENTATION AND PROGRAMMING OF ALL DEVICES REQUIRED FOR A FULLY OPERATION SYSTEM IN ACCORDANCE WITH THE SEQUENCES OF OPERATION.

3. THE BAS SYSTEM SHALL BE AN OPEN ARCHITECTURE SYSTEM UTILIZING BACNET COMMUNICATION PROTOCOL.

4. THE CONTROL SYSTEM SHALL BE EXPANDABLE WITHOUT HAVING TO PHYSICALLY RECONFIGURE THE NETWORK.

5. INTEGRATION TO THE EXISTING TRANE TRACER ENSEMBLE ENTERPRISE-WIDE CAMPUS MANAGEMENT SYSTEM SHALL BE INCLUDED IN THE BASE BID. THIS WILL INCLUDE, BUT IS NOT LIMITED TO SOFTWARE UPGRADES, SYSTEM CONFIGURATIONS, AND GRAPHICS MODIFICATIONS.

6. THE BUILDING AUTOMATION SYSTEM (BAS) SHALL BE A STAND-ALONE COMPUTER-BASED, NETWORKED, DISTRIBUTED DIGITAL CONTROL SYSTEM, BACNET-COMPATIBLE INTERFACE.

7. THE CONTROL SYSTEM SHALL INCLUDE THE COMPLETE STAND-ALONE DISTRIBUTED DIGITAL CONTROLLERS (DIDC), NETWORKED TOGETHER TO PROVIDE AUTOMATED CONTROL AND MONITORING FUNCTIONS OF VARIOUS MECHANICAL AND ELECTRICAL EQUIPMENT. THE SYSTEM CAN BE MONITORED OR CONTROLLED THROUGH AN OPERATOR’S REMOTE WORKSTATION VIA THE NETWORK OR FROM THE SUPERVISORY STATION.

8. THE SYSTEM ARCHITECTURE DIAGRAM INCLUDED HEREIN IS DIAGRAMMATIC AND IS INTENDED TO ILLUSTRATE THE BASIC INTERCONNECTIVITY OF THE SYSTEM. IT IS NOT INTENDED TO DEPICT OR LIMIT SYSTEM TOPOLOGY OR TO QUANTIFY ALL DEVICES. PROVIDE A FULLY FUNCTIONAL SYSTEM INCLUDING BUT NOT LIMITED TO THE COMPONENTS SHOWN HERE.

9. AT A MINIMUM, ONE DEDICATED BAS SYSTEM CONTROL PANEL SHALL BE PROVIDED FOR EACH AIR-HANDLING UNIT, AND HOT WATER SYSTEM HYDRONIC SYSTEM.

10. ALL DDC FIELD CONTROLLERS SHALL BE CAPABLE OF INDEPENDENT OPERATION REGARDLESS OF THE STATUS OF THE BAS SYSTEM.

11. ALL EQUIPMENT FURNISHED WITH MANUFACTURER PROVIDED/PACKAGED CONTROLS SHALL INCLUDE A BACNET COMMUNICATION PROTOCOL CAPABLE OF INTEGRATING INTO THE NEW BUILDING AUTOMATION SYSTEM. THE BAS SHALL HAVE READ/WRITE AND MONITOR CAPABILITIES OF MANUFACTURER PROVIDED CONTROL SYSTEM AND BE CAPABLE OF READING AND DISPLAYING DATA USED BY THE MANUFACTURERS CONTROL PANEL.

12. COORDINATE THE INSTALLATION OF CONTROLLERS WITH NEW EQUIPMENT PROCUREMENT. UNLESS OTHERWISE INDICATED, EQUIPMENT CONTROLLER INSTALLATION SHALL BE AS FOLLOWS:a. MAJOR EQUIPMENT: AHU’S, HYDRONIC SYSTEMS – CONTROLLER

AND DEVICES FIELD MOUNTED AND WIRED. b. ZONE LEVEL EQUIPMENT: (FCU'S, VAV'S.) – CONTROL

CONTRACTOR SHIP CONTROLLER AND DEVICES TO EQUIPMENT MANUFACTURER FOR FACTORY MOUNTING AND WIRING.

c. ALL NEW CONTROLS SHALL BE FACTORY MOUNTED AND TESTED, OR FIELD MOUNTED AND TESTED AS APPLICABLE.

13. THE BAS AND MECHANICAL CONTRACTORS ARE RESPONSIBLE FOR COMPLETE COORDINATION BETWEEN BAS SYSTEM CONTROLS AND MANUFACTURER PROVIDED CONTROLS NECESSARY TO PROVIDE FULL FUNCTIONAL OPERATION OF SYSTEM ACCORDING TO SEQUENCES. IF INDICATED SEQUENCE DEVICES AND FUNCTIONALITY ARE NOT DIRECTLY PROVIDED BY MANUFACTURER, IT IS RESPONISIBILITY OF BAS CONTRACTOR TO FURNISH/WIRE/INTEGRATE AND MECHANICAL CONTRACTOR TO INSTALL.

BAS USER INTERFACE AND ACCESS1. PROVIDE A SYSTEM WITH THE FOLLOWING FEATURES: USER

PROGRAMMABILITY, GRAPHIC USER INTERFACE, INTERNET-BASED ACCESS AND CONTROL FROM LOCAL AND REMOTE LOCATIONS, MULTIPLE LAYERS OF SECURED ACCESS TO DATA AND PROGRAM INFORMATION.

2. THE BAS SYSTEM SHALL BE CAPABLE OF COMMUNICATION TO THE OPERATOR WORKSTATION OR WEB SERVER VIA BACNET PROTOCOL.

3. PROVIDE SECURE ACCESS TO THE BAS SYSTEM TO PREVENT UNAUTHORIZED USERS FROM ENTERING THE SYSTEM THROUGH THE COMMON LOCAL AREA NETWORK. SECURITY SHALL INCLUDE BUT NOT BE LIMITED TO SUCH FEATURES AS FIRE WALLS, PASSWORDS, ETC.

4. OPERATORS WITH APPROVED ACCESS SHALL BE ABLE TO ACCESS CONTROL GRAPHICS THAT INDICATE ALL MONITORING POINTS, ALARMS, AND SETPOINTS AND HAVE THE ABILITY TO CHANGE ALL SETPOINTS AND MODES OF OPERATION AT THE WORKSTATION OR VIA WEB BROWSER.

5. PROVIDE CENTRAL MONITORING AND CONTROL THROUGH AN INDEPENDENT SUPERVISORY WORKSTATIONS - WITHIN THE BUILDING 1900 MECHANICAL/BOILER ROOM.

6. PROVIDE A CENTRAL HOST DESKTOP COMPUTER WITH KEYBOARD, MOUSE, MINIMUM 32″ LED SCREEN, PRINTER, AND ALL ACCESSORIES NECESSARY FOR COMPLETE MONITORING AND CONTROL OF THE BAS AND PROVIDE WIRED NETWORK ACCESS.

7. PROVIDE MENU DRIVEN CAPABILITY TO OVERRIDE AUTOMATED START/STOP OR OPERATING MODES FOR EACH PIECE OF EQUIPMENT (INCLUDING PUMPS, AHUS, VAV BOXES, ETC.). IF A SEQUENCE IS DISABLED BY MANUAL INPUT AND THE BAS ATTEMPTS AN AUTOMATED CHANGE IN OPERATING MODE, AN ALARM SHALL BE INITIATED AT THE BAS STATING THAT THE SYSTEM WAS UNABLE TO CHANGE THE MODE DUE TO USER INPUT. WHERE APPLICABLE A MANUAL INPUT COMMAND WILL THEN BE REQUIRED FROM THE USER INSTRUCTING THE BAS TO START THE NEXT SEQUENTIAL PIECE OF EQUIPMENT.

BAS SYSTEM POWER AND WIRING REQUIREMENTS1. PROVIDE ALL BAS POWER AND CONTROL WIRING, CONDUITS, CABLES,

TRANSFORMER'S AS REQ'D ETC. IN ACCORDANCE WITH THE REQUIREMENTS OF ELECTRICAL DRAWINGS AND SPECIFICATIONS (DIVISION 26). REFER TO DIVISION 26 DRAWINGS FOR CIRCUITS AVAILABLE FOR USE BY THE BAS SYSTEM.

2. POWER TO ALL CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE CONTROLS CONTRACTOR. ALL WIRING ABOVE 24 VAC SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE.

3. ALL WIRING, INCLUDING CONTROL WIRING, SHALL BE INSTALLED IN APPROPRIATELY SIZED EMT, EXCEPT FOR CONCEALED LOW VOLTAGE CONTROL AND NETWORK WIRING WHICH MAY BE RUN NEATLY AFFIXED TO STRUCTURAL ITEMS SO LONG AS IT IS APPROVED PLENUM RATED CABLING.

4. ALL BAS SYSTEM FRONT END CONTROL PANELS SHALL BE PROVIDED WITH UPS DEVICES WITH 30 MINUTES OF POWER AS MINIMUM.

5. ALL BAS SYSTEM CONTROLLERS SHALL RETAIN REAL-TIME CLOCK AND CALENDAR INFORMATION A MINIMUM OF SEVEN DAYS WITHOUT POWER.

6. ALL BAS SYSTEM CONTROLLERS SHALL HAVE NON-VOLATILE MEMORY AND RETURN TO NORMAL OPERATIO AFTER UP TO SEVEN DAYS OF NO POWER WITHOUT HUMAN INTERVENTION.

CONTROL DEVICES AND SOO GLOBAL REQUIREMENTS1. THE DESIGN INTENT IS FOR THE BAS TO MONITOR PRESSURES,

TEMPERATURES AND FLOWS AND TO CONTROL VALVES, VARIABLE FREQUENCY DRIVES (VFDS), FANS, PUMPS, ETC.... MONITORED DATA WILL BE USED TO ENERGIZE OR DE-ENERGIZE EQUIPMENT IN ACCORDANCE WITH THE SEQUENCES OUTLINED.

2. IN THE CONTEXT OF DRAWINGS INCLUDED HEREIN, ANALOG SIGNALS REFER TO MODULATING CONTROL, DIGITAL SIGNALS REFER TO TWO-POSITION CONTROL.

3. ALL INSTALLED CONTROL DEVICES SHALL BE INSTALLED IN SUCH A WAY TO BEACCESSIBLE FOR MAINTENANCE AND REPAIR.

4. ANALOG ALARM LIMITS: ANY MEASURED ANALOG VALUE SHALL BE ASSIGNED ALARM LIMITS. UNLESS OTHERWISE SPECIFIED, ANY ANALOG VALUE EXCEEDING PLUS OR MINUS 15 PERCENT OF SET POINT VALUE SHALL GENERATE AN ALARM. ALL ALARM POINTS SHALL BE ADJUSTABLE THROUGH SOFTWARE. REFER TO INDIVIDUAL SEQUENCES OF OPERATIONS FOR ADDITIONAL ALARMING REQUIREMENTS.

5. NORMAL / STANDBY POWER MODES: UPON LOSS OF NORMAL UTILITY POWER, ALL SYSTEMS SHALL RETURN TO RESPECTIVE SPECIFIED OFF STATES.

6. ALL CONTROLS SERVING AHUs, BOILERS, FANS, AND HYDRONIC SYSTEMS, SHALL BE PID CONTROL, FLOATING CONTROL IS NOT PERMITTED IN THESE AREAS.

7. SENSOR LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE COORDINATED WITH THE OWNER, ARCHITECT, AND SPACE EQUIPMENT LAYOUTS. MOUNT SENSORS 4’-0” ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.

8. COORDINATE ALL SENSOR INSTALLATION LOCATIONS AND SUBMIT PROPOSED POSITIONS ON APPLICABLE PIPING AND DUCTWORK COORDINATION SUBMITTALS. COORDINATE AND ENSURE MANUFACTURER'S RECOMMENDED UPSTREAM AND DOWNSTREAM PIPE OR DUCT DIAMETERS ARE PROVIDED. SPECIAL ATTENTION IS REQUIRED FOR FLOW ELEMENTS AND TRANSMITTERS.

9. ALL EQUIPMENT CONTROLLED BY THE BAS SHALL BE CAPABLE OF MANUAL OPERATION THROUGH HAND-OFF-AUTOMATIC (HOA) SWITCHES LOCATED IN THE MOTOR STARTERS. THE POSITIONING OF ALL VALVES CONTROLLED BY THE BAS SHALL BE CAPABLE OF MANUAL POSITIONING (OPEN, CLOSED, MODULATED, AUTO) VIA LABELED POTENTIOMETERS AND SWITCHES. SAFETY DEVICES SHALL FUNCTION AND SHUT DOWN THE ASSOCIATED EQUIPMENT WHEN THE MANUAL SWITCHES ARE IN BOTH THE HAND AND AUTO POSITIONS.

10. A MOTOR IS FAILED IF CURRENT RUN STATUS DOES NOT MATCH CURRENT RUN COMMAND, OR IF MOTOR DOES NOT RESPOND WITH POSITIVE RUN STATUS WITHIN 10 SECONDS OF START COMMAND.

11. WHERE CURRENT TRANSMITTERS ARE USED TO DETERMINE FAN OR EQUIPMENT STATUS, A BELT OFF TEST SHALL BE PERFORMED TO DETERMINE CURRENT LOW POINT TO VERIFY STATUS.

12. UNLESS SPECIFICALLY STATED OTHERWISE, FINAL CONTROL ELEMENTS I.E.-VALVES, SOLENOIDS AND DAMPER ACTUATORS, SHALL BE PROVIDED WITH SPRING RETURN MECHANISM FOR POSITIVE RETURN TO DESIGNATED FAIL POSITION.

13. WHERE VALVE AND/OR DAMPER ACTUATOR POSITIONING IS INDICATED WITHIN DIAGRAMS AND SEQUENCES, THE FOLLOWING METHODS ARE REQUIREDa. AHU CONTROL DAMPERS AND CONTROL VALVES – DIRECT

POSITION MEASUREMENT FEEDBACK TO BAS SYSTEMb. BOILER/CHILLER CONTROL VALVES – DIRECT POSITION

MEASUREMENT FEEDBACK TO BAS SYSTEMc. ALL VALVES LARGER THAN 3” – DIRECT VALVE POSITION

MEASUREMENT FEEDBACK TO BAS SYSTEMd. VAV REHEAT COIL – FLOATING POINT, SELF-CALIBRATING e. VAV DAMPER – FLOATING POINT, SELF-CALIBRATING

SCHEDULING, ENABLING, OCCUPANCY, AND SETPOINTS1. EACH SEQUENCE WITH AN OCCUPIED/UNOCCUPIED SCHEDULE SHALL BE

ADJUSTABLE EITHER GLOBALLY (SO ALL HAVE THE SAME TIME PERIODS FOR OCCUPIED VERSES UNOCCUPIED OPERATION), AS A GROUP OF ZONES/SYSTEMS (SHARED AHU FOR EXAMPLE), OR INDIVIDUALLY (SO ANY ONE OPERATION CAN HAVE A DIFFERENT OCCUPIED PERIOD).

2. EACH SYSTEM AND HVAC UNIT SHALL BE ENABLED ACCORDING TO A USER DEFINED ADJUSTABLE OCCUPANCY SCHEDULE. EACH SCHEDULE SHALL HAVE A BEGINNING AND END DATE IN HOURS AND MINUTES.

3. UNLESS OTHERWISE NOTED, THE OCCUPANCY SCHEDULES SHALL BE INITIALLY SET AS FOLLOWS:a. MORNING WARMUP/COOLDOWN – 5:00AM TO 7:00 AM MONDAY

THROUGH FRIDAYb. OCCUPIED – 7:00AM TO 7:00PM MONDAY THROUGH FRIDAYc. UNOCCUPIED – ALL OTHER TIME PERIODS

4. UNLESS OTHERWISE NOTED, THE SPACE CONDITION SETPOINTS SHALL BE INITIALLY SET AS FOLLOWS:a. OFFICES

• OCCUPIED COOLING – 75 DEG F• OCCUPIED HEATING – 70 DEG F• UNOCCUPIED COOLING – 80 DEG F• UNOCCUPIED HEATING – 60 DEG F

b. UTILITY ROOMS• OCCUPIED COOLING – 78 DEG F• OCCUPIED HEATING – 68 DEG F• UNOCCUPIED COOLING – 85 DEG F• UNOCCUPIED HEATING – 60 DEG F

5. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, SCHEDULED OFF OR UNOCCUPIED, FALLS BELOW 55 F (ADJ.), THE SCHEDULE AND THE ZONE’S ASSOCIATED HVAC SYSTEMS SHALL BE OVERRIDDEN TO OCCUPIED MODE OF OPERATION AND AN ALARM SHALL BE INITIATED THROUGH THE BAS. WHEN ALL ROOM, AREA OR ZONES, AS DESCRIBED ABOVE REACHES 65 F (ADJUSTABLE DEADBAND ABOVE 55) THE NORMAL SCHEDULED MODE OF OPERATION SHALL RESUME.

6. REFER TO INDIVIDUAL SEQUENCES FOR VARIATIONS/MODIFICATIONS TO SETPOINTS, SCHEDULING, OR OPERATIONAL MODES

VFDS AND MOTOR STARTER GLOBAL REQUIREMENTS

1. ALL VARIABLE FREQUENCY DRIVES AND MOTOR STARTERS SHALL BE PROVIDED WITH BACNET COMMUNICATION CAPABILITY FOR INTEGRATION INTO THE NEW BUILDING AUTOMATION SYSTEM. BAS SHALL HAVE READ/WRITE AND MONITOR CAPABILITIES OF ALL VFDS.

2. ALL VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED WITH THE FOLLOWING BAS POINTSa. HOA ALARM - BIb. START - BOc. SPEED CONTROL - AOd. VFD FAULT - BIe. SPEED INDICATOR – AI

3. ALL HAND-OFF-AUTOMATIC (HOA) MOTOR STARTERS SHALL BE PROVIDED WITH THE FOLLOWING BAS POINTSa. HOA ALARM - BIb. START - BOc. MS FAULT - BI

4. THE HOA SWITCH ON ALL VFD’S AND MOTOR STARTERS SHALL PROVIDE FOR THE FOLLOWING BASIS OF CONTROL:a. HAND POSITION: THE BAS SHALL HAVE NO CONTROL OVER THE

MOTOR SPEED NORSHALL IT BE ABLE TO START OR STOP THE MOTOR (EXCEPT FOR SAFETY PURPOSESWHERE THE MOTOR SHALL SHUT DOWN). THE MOTOR SHALL RUN UNDER SPEEDCONTROL FROM THE HAND POTENTIOMETER ON THE VFD. ALL SAFETIES CONTROLLING THE SHUTDOWN SHALL BE OPERATIONAL (i.e. SMOKE DETECTORS, PRESSURE SWITCHES, ETC). TEMPERATURE AND HUMIDITY CONTROL SHALL REMAIN AVAILABLE THROUGH THE BAS.

b. OFF POSITION: THE MOTOR SHALL BE OFF. THE BAS SHALL NOT CONTROL THE MOTOR. ALL OTHER CONTROL POINTS SHALL BE IN THEIR FAIL-SAFE POSITION.

c. AUTOMATIC POSITION: THE MOTOR SHALL BE CONTROLLED BY THE BAS PER THE SEQUENCE OF OPERATIONS.

MONITORING, TRENDING, ALARMING, REPORTING1. THE BAS SYSTEM SHALL PROVIDE THE ABILITY TO REVIEW ALL MEASURED

DATA, CONTROL SETPOINTS, OPERATING POSITION/SPEED FEEDBACK, SYSTEM STATUS, ETC AT BAS WORKSTATIONS, CONTROLLERS, OR VIA WEB BROWSER.

2. THE BAS SHALL BE CAPABLE OF RECORDING AND PRODUCING REPORTS TO DOCUMENT ALL READINGS AND STATES ASSOCIATED WITH EACH DEVICE, INCLUDE GRAPHIC GENERATING CAPABILITY IN REPORT GENERATING SOFTWARE.

3. THE BAS SYSTEM SHALL MONITOR, TREND, AND STORE 100% OF ALL POINTS ASSOCIATED WITH THE SYSTEM, SAVED FOR A MINIMUM OF ONE YEAR BEFORE BEING OVER-WRITTEN. ALL TREND DATA SHALL BE EXPORTABLE AS COMMA SEPARATED VARIABLE (CSV) FILE TYPE.

4. DATA RECORDING SHALL BE CAPABLE OF STORING HOURLY READINGS, DAILY AVERAGE READING, WEEKLY AVERAGE READING, AND MONTHLY AVERAGE READINGS.

5. THE BAS SOFTWARE SHALL ALSO BE CAPABLE OF REPORTING DAILY AND MONTHLY HIGH/LOW PEAK AND ALARM READINGS.

6. WHENEVER A UNIT IS SHUT DOWN BECAUSE OF ONE OF IT'S SAFETIES, THE BAS SHALL RETAIN IN MEMORY THE READING AND SETPOINT OF EACH ASSOCIATED DEVICE TO HELP THE OPERATOR IN ISOLATING THE CAUSE OF THE SHUT DOWN. BAS SHALL INCLUDE AN ON SCREEN MANUAL RESTART BUTTON FOR EACH SYSTEM AND PIECE OF EQUIPMENT TO ALLOW REMOTE RESTART AT HEAD END COMPUTER.

7. WHENEVER AN ALARM IS INITIATED, THE BAS SHALL RETAIN IN MEMORY THE READING AND SETPOINT OF EACH ASSOCIATED DEVICE TO HELP THE OPERATOR IN ISOLATING THE CAUSE OF THE ALARM.

8. IF ANY BAS CONTROL PANEL OR EQUIPMENT MANUFACTURER'S CONTROL PANEL LOSES COMMUNICATION WITH THE BAS NETWORK, AN ALARM SHALL BE INITIATED AT THE BAS INDICATING THE LOCATION OF THE FAULT.

9. WHENEVER A PIECE OF EQUIPMENT IS TAKEN OFFLINE FOR MAINTENANCE, ALARMS RELATED TO THIS PIECE OF EQUIPMENT SHALL BE TEMPORARILY DISABLED.

EXISTING EQUIPMENT TO REMAIN1. THROUGHOUT THE COURSE OF THE PROJECT, ALL EXISTING EQUIPMENT

SERVING OCCUPIED AREAS SHALL MAINTAINED CONTINUED OPERATION UNTIL ALL PHASES OF WORK ARE COMPLETE AND ALL EXISTING EQUIPMENT HAS BEEN INTEGRATED INTO NEW BAS SYSTEM.

2. UPON CONNECTION OF EXISTING EQUIPMENT TO THE NEW BAS CONTROLLERS, THE EXISTING CONTROL SYSTEMS AND DEVICES SHALL BE DECOMISSIONED AND REMOVED.

OUTDOOR WEATHER STATION

TT HT

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

NTS

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:1

1 A

M

M-801

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1900 - BASNETWORK DIAGRAM ANDGENERAL REQUIREMENTS

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

NTS

HVAC - BUILDING 1900 - BAS NETWORK DIAGRAM1

Page 32: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

GENERAL 1. THE PACKAGED INDOOR AIR HANDLING UNIT (AHU) CONSISTS OF SUPPLY FAN W/ VFD, OUTSIDE AIR DAMPER,

RETURN AIR DAMPER, HOT WATER HEATING, AND DX COOLING COIL, AND OUTSIDE AIR COOLED CONDENSER. 2. THE AHU SYSTEM IS DESIGNED TO PROVIDE CONSTANT VENTILATION, VAV TEMPERED SUPPLY AIR AND

RETURN TO MULTIPLE BUILDING SPACES. 3. THE BAS CONTRACTOR SHALL FIELD FURNISH AND INSTALL A NEW AHU SYSTEM CONTROLLER WITH BACNET

COMMUNICATION PROTOCOL CAPABLE OF INTEGRATING INTO THE NEW BUILDING AUTOMATION SYSTEM. THE BAS SHALL HAVE READ/WRITE AND MONITOR CAPABILITIES OF THE AHU SYSTEM CONTROLLER AND BE CAPABLE OF READING AND DISPLAYING DATA USED BY THE CONTROLLER.

4. ALL DEVICES, ACTUATORS, SENSORS, CONTROL DEVICES, SHALL BE REMOVED AND REPLACED WITH NEW. DAMPERS, AND CONTROLS VALVES SHALL BE RE-USED.

SYSTEM ENABLE/DISABLE AND SCHEDULING 1. THE AHU SYSTEM SHALL BE REMOTELY ENABLED AND DISABLED BY THE BAS IN ACCORDANCE WITH ITS

OCCUPANCY SCHEDULE. 2. EACH AHU SYSTEM SHALL BE PROVIDED WITH MENU DRIVEN CAPABILITY TO OVER-RIDE CURRENT

AUTOMATED START/STOP OR OPERATING MODE OF THE AHU. 3. EACH AHU SYSTEM SHALL BE AVAILABLE 24/7/365.

SYSTEM STARTUP 1. UPON AHU SYSTEM ENABLE VIA BAS, THE AHU SYSTEM CONTROLLER SHALL FULLY OPEN THE RETURN

DAMPER AND OPEN THE OUTSIDE AIR DAMPER TO ABSOLUTE MINIMUM POSITION.2. THE SYSTEM SHALL VERIFY STARTUP INTERLOCKS ARE IN CORRECT STATE - DAMPER POSITIONS AND ALL

INDICATED SAFETY INTERLOCKS.3. THE SUPPLY FAN VFD SHALL BE ENERGIZED AND INITIALLY RUN AT MINIMUM SPEED FOR A TIMED DELAY

BEFORE BEGINNING DUCT STATIC PRESSURE CONTROL OPERATION.

SYSTEM SHUTDOWN 1. UPON AHU SYSTEM DISABLE VIA BAS, THE AHU SYSTEM CONTROLLER REDUCE THE SUPPLY FAN VFD TO

MINIMUM SPEED FOR A TIMED DELAY BEFORE DE-ENERGIZING THE FAN. 2. THE SYSTEM SHALL VERIFY THE FAN IS DISABLED.3. THE RETURN AIR DAMPER SHALL FULLY CLOSE AND THE OUTSIDE AIR DAMPERS SHALL FULLY CLOSE.

OCCUPIED MODE OF OPERATION 1. START TIME SHALL BE DETERMINED USING AN OPTIMIZED START PROGRAM IN CONJUCTION WITH BUILDING

OCCUPANCY SCHEDULING AND MORNING WARMUP/COOLDOWN SEQUENCE OUTLINED BELOW. 2. THE SUPPLY FAN SHALL RUN CONTINUOUSLY AND MODULATE AS REQUIRED TO MAINTAIN DUCT STATIC

PRESSURE SETPOINT WITHIN THE DUCTWORK DISTRIBUTION AS DETERMINED DURING BALANCING.3. THE DUCT STATIC PRESSURE SETPOINT SHALL BE AUTOMATICALLY RESET VIA THE AHU SYSTEM

OPTIMIZATION SEQUENCE OUTLINED BELOW. 4. THE DX COOLING COIL AND HOT WATER HEATING COILS SHALL OPERATE IN ACCORDANCE WITH

TEMPERATURE CONTROL SEQUENCES OUTLINED BELOW.

DISCHARGE AIR TEMPERATURE CONTROL 1. THE AHU DISCHARGE TEMPERATURE SETPOINT SHALL BE REMOTELY COMMUNICATED VIA THE BAS. 2. THE AHU SHALL INTERNALLY STAGE AND CONTROL ALL INTEGRAL TEMPERATURE CONTROL METHODS AS

REQUIRED TO OPERATE AT OPTIMAL EFFICIENCY. THESE METHODS INCLUDE DX COOLING COIL AND HOT WATER HEATING COIL SECTIONS.

3. THE DISCHARGE AIR TEMPERATURE SETPOINT IS DETERMINED BY OPERATIONS TEAM, NORMALLY SET TO 57 DEG F (ADJ) DURING COOLING SEASON, AND 80 DEG F (ADJ) DURING HEATING SEASON.

4. THE DX COOLING COIL AND HOT WATER HEATING COIL SHALL NEVER OPERATE SIMULTANEOUSLY.

UNOCCUPIED MODE OF OPERATION - OFF 1. UNIT SHUTDOWN TIME SHALL BE DETERMINED VIA (ADJUSTABLE) BUILDING OCCUPANCY SCHEDULING. 2. SUPPLY FAN SHALL BE OFF. 3. DAMPERS SHALL BE IN UNIT ISOLATION POSITION - OUTSIDE AIR DAMPER FULLY CLOSED, RETURN AIR

DAMPER FULLY CLOSED. 4. THE DX COOLING COIL AND HOT WATER HEATING COIL SHALL BE DISABLED.

UNOCCUPIED MODE OF OPERATION - HEATING 1. IF SPACE TEMPERATURE AS SENSED BY ANY OF THE ZONE SPACE SENSORS FALLS BELOW THE UNOCCUPIED

SPACE TEMPERATURE SETPOINT, THE AHU SHALL CYCLE INTO UNOCCUPIED HEATING MODE. 2. THE SUPPLY FAN SHALL BE ENABLED AND ASSUME TYPICAL DUCT STATIC PRESSURE CONTROL. 3. DAMPERS SHALL BE IN FULL RETURN POSITION - OUTSIDE AIR DAMPER FULLY CLOSED, RETURN AIR DAMPER

FULLY OPEN, MIXING DAMPER FULLY OPEN. 4. HOT WATER HEATING COIL SHALL MODULATE AS REQUIRED TO MAINTAIN DISCHARGE AIR TEMPERATURE

SETPOINT OF 85 DEG F (ADJUSTABLE).5. WHEN UNOCCUPIED HEATING SETPOINT PLUS DEADBAND IS REACHED IN ALL ZONES THE SYSTEM SHALL

RETURN TO UNOCCUPIED MODE - OFF.

UNOCCUPIED MODE OF OPERATION - COOLING 1. IF SPACE TEMPERATURE AS SENSED BY ANY OF THE ZONE SPACE SENSORS RISES ABOVE THE UNOCCUPIED

SPACE TEMPERATURE SETPOINT, THE AHU SHALL CYCLE INTO UNOCCUPIED COOLING MODE. 2. THE SUPPLY FAN SHALL BE ENABLED AND ASSUME TYPICAL DUCT STATIC PRESSURE CONTROL. 3. THE DX COOLING COIL, OUTSIDE AIR AND RETURN AIR DAMPERS SHALL ALL BE ENABLED AND ASSUME

TYPICAL DISCHARGE AIR TEMPERATURE CONTROL AND ECONOMIZER SEQUENCES. 4. WHEN UNOCCUPIED COOLING SETPOINT PLUS DEADBAND IS REACHED IN ALL ZONES THE SYSTEM SHALL

RETURN TO UNOCCUPIED MODE - OFF.

MORNING WARMUP/COOLDOWN MODE OF OPERATION 1. START TIME SHALL BE DETERMINED USING AN OPTIMIZED START PROGRAM IN CONJUCTION WITH BUILDING

OCCUPANCY SCHEDULING. 2. MORNING WARMUP/COOLDOWN IS REQUIRED WHEN AVERAGE SPACE TEMPERATURE IS BELOW/ABOVE

OCCUPIED TEMPERATURE SETPOINT RELATIVE TO OPTIMIZED START LOGIC TIMING. 3. THE SUPPLY FAN SHALL BE ENABLED AND ASSUME TYPICAL DUCT STATIC PRESSURE CONTROL. 4. DAMPERS SHALL BE IN FULL RETURN POSITION - OUTSIDE AIR DAMPER FULLY CLOSED, RETURN AIR DAMPER

FULLY OPEN. 5. DX COOLING COIL OR HOT WATER HEATING COIL SHALL MODULATE AS REQUIRED TO MAINTAIN DISCHARGE

AIR TEMPERATURE SETPOINT OF 10 DEG F (ADJUSTABLE) ABOVE OCCUPIED SETPOINT. 6. WHEN OCCUPIED HEATING/COOLING SETPOINT PLUS DEADBAND IS REACHED IN ALL ZONES THE SYSTEM

SHALL RETURN TO UNOCCUPIED MODE - OFF.

SYSTEM OPTIMIZATION - DISCHARGE AIR TEMPERATURE SETPOINT 1. THE BMS SHALL MONITOR VALVE POSITIONS OF VAV DAMPERS CONNECTED TO THE AHU AND APPLY TRIM

AND RESPOND LOGIC TO AHU SYSTEM OPERATIONAL SETPOINTS AS FOLLOW: • THE FIRST STAGE OF SYSTEM OPTIMIZATION IS DUCT STATIC PRESSURE SETPOINT RESET. DUCT

STATIC PRESSURE RESET MINIMUM LIMIT = 0.25" WG (ADJUSTABLE).• THE SECOND STAGE OF SYSTEM OPTIMIZATION IS DISCHARGE AIR TEMPERATURE SETPOINT RESET.

DISCHARGE AIR TEMPERATURE RESET MAXIMUM LIMIT = 60 DEG F (ADJUSTABLE).1. DISCHARGE AIR TEMPERATURE OPTIMIZATION SHALL BE OVER-RIDEEN UPON RETURN

HUMIDITY LEVELS ABOVE 65% (ADJUSTABLE).

SAFETIES & INTERLOCKS1. A HIGH STATIC PRESSURE CUT-OUT SWITCH INSTALLED ON THE AHU DISCHARGE DUCTWORK

(HARD-WIRED INTERLOCK TO FAN) SHALL SHUTDOWN AHU WHEN READING EXCEEDS 4.0” W.G. (COORDINATE WITH INSTALLED DUCT PRESSURE CLASS)

2. COILING COIL ENTERING AIR TEMPERATURE SENSOR LOW LIMIT (FREEZESTAT HARDWIRE INTERLOCK TO CU) SHALL SHUTDOWN AHU ANYTIME THE COOLING COIL ENTERING AIR TEMPERATURE IS BELOW 38 DEG F. CONCURRENTLY, THE DX COOLING COIL SHALL BE DISABLED.

3. THE FIRE ALARM SYSTEM SHALL BE INTERLOCKED FOR DIRECT SHUTDOWN OF THE AHU (HARD-WIRED INTERLOCK TO FAN) UPON SENSING OF SMOKE WITHIN THE UNIT MOUNTED DUCT SMOKE DETECTOR.

4. THE UNIT DRAIN PAN SHALL BE FITTED WITH A CONDENSATE SENSOR TO MONITOR THE LEVEL IN THE AHU DRAIN PAN. UPON ACTIVATION AN ALARM SHALL BE INITIATED AT THE BAS AND THE DX COOLING COIL SHALL BE DISABLED.

ALARMING 1. GENERAL SYSTEM CONTROLLER FAULT.2. HEATING COIL LEAVING AIR TEMPERATURE 3 DEG F ABOVE/BELOW SETPOINT.3. COOLING COIL LEAVING AIR TEMPERATURE 3 DEG F ABOVE/BELOW SETPOINT.4. RETURN AIR ENTERING AIR TEMPERATURE ABOVE 78, BELOW 65 DEG F (ADJUSTABLE).5. RETURN AIR RELATIVE HUMIDITY ABOVE 65 DEG F (ADJUSTABLE).6. SUPPLY FAN VFD FAULT.7. SUPPLY FAN VFD HOA SWITCH NOT IN AUTOMATIC POSITION.8. SUPPLY AIR FILTER DIFFERENTIAL PRESSURE MEASUREMENT IS 0.5” (ADJUSTABLE). 9. CONDENSATE OVERFLOW.10. FREEZESTAT INPUT.11. HIGH STATIC CUTOFF.12. SMOKE SENSED IN RETURN DUCTWORK.

POWER LOSS 1. THE PACKAGE AIR HANDLING UNIT SYSTEM IS NOT ON STANDBY POWER. 2. UPON A LOSS OF POWER, ALL DEVICES SHALL RETURN TO THEIR FAIL-SAFE POSITIONS. 3. UPON RESTORATION OF POWER, ALL DEVICES SHALL RESUME THEIR NORMAL OPERATION 4. COORDINATE STARTUP OF BAS SYSTEMS UPON RESTORATION OF POWER. REFER TO UTILITY

POWER FAILURE SECTION DESCRIBED SEPARATELY.

DSD

DPT

HTTT

H

HW

M

C

EVAP

TT HT TT PSWHTTT

OUTSIDE AIR SUPPLY AIR

RETURN AIR

M

VFD

START/STOP

SPEED CONTROL

READY STATUS

RUN STATUS

FAULT STATUS

TSW PT

OUTDOORUNIT

COMPRESSOR START/STOP (PER CIRCUIT)

CAPACITY CONTROL (VARIABLE CAPACITY CIRCUITS ONLY)

LSW

POS

POS

HW

M

POS

TT TT

GENERAL 1. SUPPLY AIR VARIABLE AIR VOLUME BOX (SA VAV) CONSISTS OF DAMPER AND AIR MEASURING STATION. 2. THE VAV BOX IS DESIGNED TO PROVIDE CONDITIONED COOLING/HEATING AIR FROM THE AIR HANDLING

UNITS TO SATISFY SPACE TEMPERATURE.3. THE BAS CONTRACTOR SHALL SHIP A NEW VAV UNIT CONTROLLER TO THE VAV MANUFACTURER FOR

FACTORY MOUNTING, WIRING, AND INSTALLING. THE CONTROLLER SHALL UTILIZE BACNET COMMUNICATION PROTOCOL CAPABLE OF INTEGRATING INTO THE NEW BUILDING AUTOMATION SYSTEM. THE BAS SHALL HAVE READ/WRITE AND MONITOR CAPABILITIES OF THE SPLIT SYSTEM CONTROLLER AND BE CAPABLE OF READING AND DISPLAYING DATA USED BY THE CONTROLLER.

4. EACH VAV SHALL BE PROVIDED WITH WALL MOUNTED DDC THERMOSTATIC CONTROL PANEL. 5. ALL VAV BOXES SHALL BE NORMALLY CLOSED UNLESS OTHERWISE NOTED.

ENABLE/DISABLE AND SCHEDULING 1. EACH SA VAV BOX/ZONE SHALL BE REMOTELY ENABLED AND DISABLED BY THE BMS IN ACCORDANCE WITH

IT'S OCCUPANCY SCHEDULE. 2. EACH SA VAV BOX/ZONE SHALL BE PROVIDED WITH MENU DRIVEN CAPABILITY TO OVER-RIDE CURRENT

AUTOMATED START/STOP OR OPERATING MODE OF THE VAV AND ITS ASSOCIATED AHU. 3. EACH SA VAV BOX/ZONE MODE OF OPERATION SHALL BE COORDINATED WITH AHU LEVEL TEMPERATURE

OR OCCUPANCY OVER-RIDES IN ACCORDANCE WITH AHU SEQUENCES. 4. EACH SA VAV BOX/ZONE SHALL BE AVAILABLE 24/7/365. 5. SPACE SENSORS SHALL HAVE A LOCAL OCCUPANCY OVERRIDE BUTTON THAT CAN INDEX THE ZONE AND

ASSOCIATED AHU INTO THE OCCUPIED MODE FOR UP TO 3 HOURS (ADJUSTABLE).

OCCUPIED MODE OF OPERATION 1. THE SA VAV BOX DAMPER SHALL MODULATE AS REQUIRED TO MAINTAIN SPACE AIRFLOW BETWEEN

MINIMUM AND MAXIMUM FLOW RATES SHOWN ON THE PLANS. 2. COOLING MODE: WHEN ZONE TEMPERATURE RISES ABOVE COOLING SETPOINT, THE SA VAV BOX

MODULATES BETWEEN MINIMUM AND MAXIMUM AIRFLOW SETPOINTS AS REQUIRED TO SATISFY THE ZONE SETPOINT.

3. HEATING MODE: WHEN ZONE TEMPERATURE DROPS BELOW HEATING SETPOINT, THE SA VAV BOX MODULATES BETWEEN MINIMUM AND MAXIMUM AIRFLOW SETPOINTS AS REQUIRED TO SATISFY THE ZONE SETPOINT.

4. HEATING VS COOLING MODE OF OPERATION SHALL BE DETERMINED BASED UPON ASSOCIATED AIR HANDLING UNIT OPERATING MODE.

UNOCCUPIED MODE OF OPERATION 1. DURING NORMAL UNOCCUPIED MODE OF OPERATION - ALL SA VAV BOXES SHALL BE CLOSED.2. UPON SENSING OF ZONE TEMPERATURE ABOVE OR BELOW HEATING OR COOLING NIGHT SETBACK

TEMPERATURES, THE ASSOCIATED SA VAV BOX(ES) SHALL RESUME OCCUPIED MODE OF OPERATION UNTIL ZONE SETBACK TEMPERATURE SETPOINTS HAVE BEEN SATISFIED.

3. UNOCCUPIED MODE OVER-RIDE SHALL BE COORDINATED BETWEEN INDIVIDUAL SA VAV BOX, ASSOCIATED AHU, AND ALL CONNECTED ZONES. UPON RESTORING OF ALL ASSOCIATED ZONES TO NIGHT SETBACK TEMPERATURE SETPOINTS (PLUS DEADBAND), ALL SA VAV BOXES AND ASSOCIATED AHU SHALL RESUME NORMAL UNOCCUPIED MODE OF OPERATION.

MORNING WARMUP/COOL-DOWN 1. SA VAV BOXES SHALL ASSUME OCCUPIED MODE OF OPERATION UPON ENABLING OF AHU

MORNING WARMUP/COOL-DOWN SEQUENCE.

DEMAND CONTROL VENTILATION - HIGH OCCUPANCY SPACES ONLY 1. WHEN SPACE CO2 CONCENTRATIONS RISES ABOVE 700 PPM (ADJUSTABLE), THE VAV BOX

CONTROLLER WILL OVER-RIDE TEMPERATURE CONTROL SEQUENCE, AND VAV BOX PRIMARY AIR DAMPER SHALL OPEN TO MAINTAIN CO2 CONCENTRATION SETPOINT. THE REHEAT COIL CONTROL VALVE SHALL BE ASSIGNED TO TEMPERATURE CONTROL IN THIS MODE OF OPERATION. UPON RESTORATION OF SPACE CO2 CONCENTRATION BELOW SETPOINT (PLUS DEADBAND), THE VAV BOX SHALL RESUME NORMAL OPERATION.

ALARMING 1. GENERAL CONTROLLER FAULT.2. SPACE TEMPERATURE 5 DEGREES F (ADJUSTABLE) ABOVE/BELOW SETPOINT FOR 5

CONSECUTIVE MINUTES. 3. SA VAV AIRFLOW RATE 10% (ADJUSTABLE) ABOVE/BELOW SETPOINT FOR 5 CONSECUTIVE

MINUTES.4. SPACE CO2 (WHEN APPLICABLE) SENSED ABOVE 1000 PPM (ADJUSTABLE). ALARM AT

BMS.

POWER LOSS 1. THE SUPPLY AIR VAV BOXES ARE NOT ON STANDBY POWER. 2. UPON A LOSS OF POWER, ALL DEVICES SHALL RETURN TO THEIR FAIL-SAFE POSITIONS. 3. UPON RESTORATION OF POWER, ALL DEVICES SHALL RESUME THEIR NORMAL

OPERATION 4. COORDINATE STARTUP OF BMS SYSTEMS UPON RESTORATION OF POWER. REFER TO

UTILITY POWER FAILURE SECTION DESCRIBED SEPARATELY.

FROM AHU

SPACETEMP

SENSOR

SPACECO2

SENSOR

CONF RM #142CONF RM #141

SUPPLY AIR TO SPACE

MAFS

TS CO2

POS

GENERAL 1. THE GENERAL EXHAUST FAN CONSISTS OF EXHAUST FAN, BACKDRAFT DAMPER, VFD, AND CONSOLIDATES EXHAUST FROM

MULTIPLE SOURCES. 2. THE EXHAUST SYSTEM IS DESIGNED TO PROVIDE CONSTANT VOLUME EXHAUST FROM BATHROOM SPACES AND GENERAL

EXHAUST FOR BUILDING PRESSURE RELIEF.

SYSTEM ENABLE/DISABLE AND SCHEDULING

1. THE EXHAUST FAN SHALL BE REMOTELY ENABLED AND DISABLED BY THE BMS IN CONJUNCTION WITH AHU OCCUPIED MODE OF OPERATION.

2. EACH EXHAUST FAN SHALL BE PROVIDED WITH HOA MENU DRIVEN CAPABILITY TO OVER-RIDE CURRENT AUTOMATED START/STOP OR OPERATING MODE OF THE EXHAUST FAN.

3. EACH EXHAUST FAN SHALL BE AVAILABLE 24/7/365.

MODE OF OPERATION 1. DURING OCCUPIED PERIODS, THE EXHAUST FAN SHALL BE ENABLED AND RUNNING AT CONSTANT SPEED AS DETERMINED

DURING BALANCING. 2. DURING UNOCCUPIED PERIODS, WHEN THE AHUS ARE DISABLED THE EXHAUST FAN SHALL BE DISABLED.3. BUILDING PRESSURE DIFFERENTIAL MEASUREMENT IS PROVIDED FOR INFORMATION AND BALANCING PURPOSES.

ALARMING

1. EXHAUST FAN VFD HOA SWITCH NOT IN AUTOMATIC POSITION. 2. EXHAUST FAN VFD FAULT. 3. BUILDING PRESSURE MEASUREMENT LESS THAN 0.02" POSITIVE (ADJUSTABLE).

POWER LOSS 1. THE EXHAUST FAN IS NOT ON STANDBY POWER. 2. UPON A LOSS OF POWER, ALL DEVICES SHALL RETURN TO THEIR FAIL-SAFE POSITIONS. 3. UPON RESTORATION OF POWER, ALL DEVICES SHALL RESUME THEIR NORMAL OPERATION 4. COORDINATE STARTUP OF BAS SYSTEMS UPON RESTORATION OF POWER. REFER TO UTILITY POWER FAILURE SECTION

DESCRIBED SEPARATELY.

VFD

START/STOP

SPEED CONTROL

READY STATUS

RUN STATUS

FAULT STATUS

DISCHARGE AIREXHAUST AIR

PT

RECEPTION 170 CEILING

OUTDOORS

GENERAL 1. THE SPLIT SYSTEM AIR CONDITIONING UNIT CONSISTS OF OUTDOOR AIR-COOLED CONDENSER, AND INDOOR FAN

COIL UNIT WITH RETURN AIR, SUPPLY AIR, DX COOLING COIL, HOT WATER HEATING COIL AND FAN. 2. THE SPLIT SYSTEM FAN COIL UNIT IS DESIGNED TO PROVIDE SINGLE ZONE VAV TEMPERED SUPPLY AIR AND RETURN

TO THE BACK ENTRY VESTIBULE.3. THE BAS CONTRACTOR SHALL SHIP A NEW SPLIT SYSTEM UNIT CONTROLLER TO THE EQUIPMENT MANUFACTURER

FOR FACTORY MOUNTING, WIRING, AND INSTALLING. THE CONTROLLER SHALL SHALL UTILIZE BACNET COMMUNICATION PROTOCOL CAPABLE OF INTEGRATING INTO THE NEW BUILDING AUTOMATION SYSTEM. THE BAS SHALL HAVE READ/WRITE AND MONITOR CAPABILITIES OF THE SPLIT SYSTEM CONTROLLER AND BE CAPABLE OF READING AND DISPLAYING DATA USED BY THE CONTROL PANEL.

SYSTEM ENABLE/DISABLE AND SCHEDULING 1. THE SPLIT SYSTEM SHALL BE REMOTELY ENABLED AND DISABLED BY THE BAS IN ACCORDANCE WITH ITS

OCCUPANCY SCHEDULE. 2. EACH SPLIT SYSTEM SHALL BE PROVIDED WITH MENU DRIVEN CAPABILITY TO OVER-RIDE CURRENT AUTOMATED

START/STOP OR OPERATING MODE OF THE SPLIT SYSTEM. 3. EACH SPLIT SYSTEM SHALL BE AVAILABLE 24/7/365. 4. SPACE SENSORS SHALL HAVE A LOCAL OCCUPANCY OVERRIDE BUTTON THAT CAN INDEX THE SPLIT SYSTEM INTO

THE OCCUPIED MODE FOR UP TO 3 HOURS (ADJUSTABLE).

OCCUPIED MODE OF OPERATION 1. WHEN ENABLED THE SPLIT SYSTEM AIR COOLED CONDENSER, FAN, DX COOLING COIL, AND HOT WATER HEATING

COIL OPERATE AS A SINGLE ZONE VAV TEMPERATURE CONTROL UNIT. 2. THE UNIT SHALL ENABLE AND DISABLE THE HEATING AND COOLING COMPONENTS DEPENDENT UPON SPACE

TEMPERATURE AND ASSOCIATED MODE OF OPERATION. THE DX COOLING COIL AND HOT WATER HEATING COIL SHALL NEVER OPERATE SIMULTANEOUSLY.

3. AS COOLING/HEATING LOADS DECREASE - THE SUPPLY AIRFLOW SHALL BE REDUCED AND THE COOLING/HEATING CAPACITY MODULATED ACCORDINGLY TO MAINTAIN DESIGN SUPPLY AIR TEMPERATURE SETPOINT UNTIL SUPPLY AIRFLOW REACHES MINIMUM LIMIT.

UNOCCUPIED MODE OF OPERATION 1. DURING NORMAL UNOCCUPIED MODE OF OPERATION - ALL SPLIT SYSTEMS SHALL BE OFF. 2. UPON SENSING OF ZONE TEMPERATURE ABOVE COOLING NIGHT SETBACK TEMPERATURES, THE ASSOCIATED SPLIT

SYSTEM SHALL RESUME OCCUPIED MODE OF OPERATION UNTIL ZONE SETBACK TEMPERATURE SETPOINT HAS BEEN SATISFIED.

SAFETIES & INTERLOCKS1. THE FIRE ALARM SYSTEM SHALL BE INTERLOCKED FOR DIRECT SHUTDOWN OF THE AHU (HARD-WIRED

INTERLOCK TO FAN) UPON SENSING OF SMOKE WITHIN THE UNIT MOUNTED DUCT SMOKE DETECTOR.2. UNIT SECONDARY DRAIN PAN MOISTURE DETECTED - INITIATE ALARM AT BAS AND THE DX COOLING COIL SHALL BE

DISABLED (HARD-WIRE INTERLOCK TO CU).

ALARMING 1. GENERAL SYSTEM CONTROLLER FAULT. 2. SPACE TEMPERATURE 3 DEGREES F (ADJUSTABLE) ABOVE/BELOW SETPOINT FOR 5 CONSECUTIVE MINUTES.3. UNIT SECONDARY DRAIN PAN MOISTURE DETECTED.4. SMOKE SENSED IN RETURN DUCTWORK.

POWER LOSS 1. THE SPLIT SYSTEMS ARE NOT ON STANDBY POWER. 2. UPON A LOSS OF POWER, ALL DEVICES SHALL RETURN TO THEIR FAIL-SAFE POSITIONS. 3. UPON RESTORATION OF POWER, ALL DEVICES SHALL RESUME THEIR NORMAL OPERATION 4. COORDINATE STARTUP OF BAS SYSTEMS UPON RESTORATION OF POWER. REFER TO UTILITY POWER FAILURE

SECTION DESCRIBED SEPARATELY.

DPT

C

EVAP

RETURN AIR

SECONDARY PANLEAK DETECTION

SUPPLY AIR

ECM

START/STOP

SPEED CONTROL

OUTDOOR UNIT

SPACETEMP

SENSOR

TS

H

HW

HW

M

COMPRESSOR START/STOP (PER CIRCUITS)

CAPACITY CONTROL (VARIABLE CAPACITY ONLY)

DSD

LSW

FAULT/STATUS

TT CT TTTT

POS

TSW

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

NTS

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:1

2 A

M

M-802

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1900 -CONTROL DIAGRAMS I

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

NTS

AHU: DX COOLING, HW HEATING, VARIABLE VOLUME SF1

NTS

VARIABLE AIR VOLUME BOX3 NTS

GENERAL EXHAUST FAN4

NTS

SPLIT SYSTEM AH-4 / CU-4 UNITS2

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 33: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

HW PLANT ON/OFFSWITCH - HARD WIRESHUT-OFF SWITCH(TYP. FOR 2)

HWS

HWR

HWS

HWR

HWR

HWS B-2

VFD

BOILER CONTROL SYSTEM

BPCS

M

TO / FROM BASBACNET MSTP

START/STOP DOHWS SETPOINT AO

BPCS ALARM DI

M

TT

TT

DP

POS

FS

FS

M

POS

POS

B-1

TT

TT

START/STOP

SPEED CONTROL

READY STATUS

RUN STATUS

FAULT STATUS

VFD

START/STOP

SPEED CONTROL

READY STATUS

RUN STATUS

FAULT STATUS

MPOS

MPOS

HOT WATER SYSTEM CONTROL SEQUENCE OUTLINE

GENERAL1. THE BOILER PLANT CONSISTS OF TWO (50/50) NATURAL GAS FIRED CONDENSING BOILERS, TWO PUMPS

(100/100), BOILER PLANT CONTROL SYSTEM (BPCS), AND ASSOCIATED HW SYSTEM ACCESSORIES.2. THE HOT WATER SYSTEM IS DESIGNED TO PROVIDE HEATING HOT WATER TO AHU COILS AND UNIT DEVICE

HW COILS THROUGHOUT THE BUILDING. BOILERS ARE SIZED AT 50% CAPACITY IN LEAD/LAG CONFIGURATION.3. THE HOT WATER SYSTEM IS DESIGNED FOR VARIABLE PRIMARY PUMPING. DISTRIBUTION PUMPS ARE SIZED

AT 100% CAPACITY IN LEAD/STANDBY CONFIGURATION. 4. THE BPCS SHALL BE PROVIDED WITH START/STOP, TEMPERATURE SETPOINTS, AND ALARM COMMUNICATION

INPUTS/OUTPUTS FROM THE BAS. THE BPCS SHALL DIRECTLY CONTROL THE BOILER SEQUENCING/STAGING/FIRING RATES ASSOCIATED WITH PROVIDING THE BAS COMMANDS AND ANY DIRECT WIRED SAFETIES/DEVICES PROVIDED WITH THE BOILERS.

5. BOILER MANUFACTURER PROVIDED BOILER PLANT CONTROL SYSTEM (BPCS) SHALL BE PROVIDED WITH BACNET COMMUNICATION PROTOCOL CAPABLE OF INTEGRATING INTO THE NEW BUILDING AUTOMATION SYSTEM. THE BAS SHALL HAVE READ/WRITE AND MONITOR CAPABILITIES OF MANUFACTURER PROVIDED BOILER PLANT CONTROL SYSTEM AND BE CAPABLE OF READING AND DISPLAYING DATA USED BY THE MANUFACTURERS CONTROL PANEL.

6. THE BAS CONTRACTOR SHALL FIELD FURNISH AND INSTALL A NEW HEATING HOT WATER SYSTEM CONTROLLER CAPABLE OF INTEGRATING INTO THE NEW BUILDING AUTOMATION SYSTEM. THIS ADDITIONAL CONTROLLER SHALL CONTROL ALL ANCILLARY HOT WATER PLANT FUNCTIONALITY NOT DIRECTLY CONTROLLED BY THE BPCS. THE BAS SHALL HAVE READ/WRITE AND MONITOR CAPABILITIES OF MANUFACTURER PROVIDED BOILER PLANT CONTROL SYSTEM AND BE CAPABLE OF READING AND DISPLAYING DATA USED BY THE MANUFACTURERS CONTROL PANEL

7. THE BAS AND MECHANICAL CONTRACTORS ARE RESPONSIBLE FOR ALL COORDINATION BETWEEN BAS SYSTEM CONTROLS AND MANUFACTURER PROVIDED INTEGRAL CONTROLS NECESSARY TO PERFORM THE SEQUENCES INDICATED. IF THE INDICATED DEVICES AND FUNCTIONALITY ARE NOT DIRECTLY PROVIDED BY THE BOILER PLANT CONTROL SYSTEM, IT IS THE RESPONSIBILITY OF THE BAS CONTRACTOR TO FURNISH/WIRE/INTEGRATE AND MECHANICAL CONTROL TO INSTALL THESE DEVICES.

SYSTEM ENABLE/DISABLE1. THE HW SYSTEM SHALL BE REMOTELY ENABLED AND DISABLED BY THE BMS.2. THE HW SYSTEM SHALL BE ENABLED ANYTIME THE OUTDOOR AIR TEMPERATURE FALLS BELOW 60 DEG F

(ADJUSTABLE) AND DISABLED WHEN OUTDOOR AIR TEMPERATURE RISES ABOVE 65 DEG F (ADJUSTABLE),3. THE HW SYSTEM SHALL BE ENABLED WHENEVER A DEFINEABLE NUMBER OF HW CONSUMERS CALL FOR

HEATING.4. THE HW SYSTEM SHALL BE PROVIDED WITH MENU DRIVEN CAPABILITY TO OVER-RIDE CURRENT AUTOMATED

START/STOP OR OPERATING MODE OF THE SYSTEM.5. THE HW SYSTEM SHALL BE AVAILABLE 24/7/365.

SYSTEM STARTUP1. UPON HW SYSTEM ENABLE, THE MANUFACTURER PROVIDED BOILER PLANT CONTROL SYSTEM (BPCS) SHALL

ENABLE, DISABLE, STAGE, AND ROTATE INDIVIDUAL BOILERS AS REQUIRED TO MAINTAIN SYSTEM SETPOINT USING EFFICIENCY OPTIMIZATION LOGIC.

2. UPON HW SYSTEM ENABLE, THE LEAD PRIMARY HW PUMP SHALL BE STARTED ACCORDING TO PUMP CONTROL SEQUENCE BELOW.

SYSTEM SHUTDOWN1. UPON HW SYSTEM DISABLE, THE BPCS SHALL DISABLE ALL INDIVIDUAL BOILERS AND INITIATE ALL

ASSOCIATED INTERNAL SHUTOFFS AND SAFETIES.2. UPON HW SYSTEM DISABLE, THE LEAD PRIMARY HW PUMP SHALL BE SHUTDOWN ACCORDING TO PUMP

CONTROL SEQUENCE BELOW.

BOILER ADD AND SUBTRACT LOGIC1. THE BPCS SHALL USE ITS OWN INTERNAL EFFICIENCY LOGIC TO DETERMINE WHAT COMBINATION OF BOILERS

AND FIRING RATES WILL MEET DEMAND WITH THE PLANT RUNNING AT ITS MOST EFFICIENT LEVEL.

BOILER LEAD/LAG ASSIGNMENT1. THE BPCS SHALL ALTERNATE LEAD/LAG ASSIGNMENT ON A WEEKLY BASIS TO PROVIDE EQUAL RUN-TIME.2. THE LEAD/LAG BOILER SWITCH-OVER SHALL BE COMMISSIONED WHILE HW SYSTEM IS DISABLED AND/OR

DURING UNOCCUPIED PERIOD. LEAD/LAG SWITCH SHALL NOT OCCUR WHILE BOILERS ARE RUNNING OR DURING OCCUPIED PERIODS.

SYSTEM TEMPERATURE CONTROL1. THE HW SYSTEM SETPOINT SHALL BE REMOTELY COMMUNICATED TO THE BPCS VIA BMS.2. THE BPCS SHALL INTERNALLY CONTROL ALL BOILER FIRE RATES AND STAGING COMBINATIONS AS REQUIRED

TO OPERATE AT OPTIMAL EFFICIENCY.3. THE NORMAL HW SYSTEM SETPOINT IS DETERMINED BY OPERATIONS TEAM, NORMALLY SET TO 140 DEG F

(ADJ).4. THE HW SYSTEM TEMPERATURE SETPOINT IS AUTOMATICALLY ADJUSTED VIA BMS HW SYSTEM OPTIMIZATION

LOGIC AS OUTLINED BELOW.

PRIMARY HOT WATER PUMP CONTROL (SYSTEM DP)1. THE PRIMARY HW PUMPS ARE OPERATED AS LEAD/STANDBY.2. STARTUP - HW PUMP VFD SHALL BE COMMANDED TO MINIMUM SPEED (DETERMINED DURING BALANCING) BY

THE BMS VIA BOILER STARTUP SEQUENCE ABOVE ANYTIME HW SYSTEM IS ENABLED.3. SHUTDOWN – HW PUMPS SHALL REMAIN ON AT MINIMUM SPEED FOR A DELAYED TIME PERIOD AFTER ALL

BOILERS ARE DISABLED TO DISSIPATE RESIDUAL HEAT BEFORE BEING DISABLED BY THE BMS. TIME DELAY SHALL BE COORDINATED WITH BPCS INTERNAL TIME OFFSET BETWEEN DISABLING OF BOILER FIRE AND CLOSING OF BOILER ISOLATION VALVES.

4. THE BMS SHALL MONITOR HW PIPING SYSTEM DIFFERENTIAL PRESSURE MEASUREMENT.5. THE BMS MODULATES HW PUMP VFD SPEED(S) AS REQUIRED TO MAINTAIN HW PIPING DIFFERENTIAL

PRESSURE SETPOINT (DETERMINED DURING BALANCING).6. THE HW PUMP VFD SHALL HAVE A MINIMUM SPEED (DETERMINED DURING BALANCING) THAT IT CANNOT

OPERATE BELOW TO ENSURE MINIMUM HW SYSTEM FLOW IS MAINTAINED.7. THE HW PIPING DIFFERENTIAL PRESSURE SETPOINT IS AUTOMATICALLY ADJUSTED VIA BMS HW SYSTEM

OPTIMIZATION LOGIC OUTLINED BELOW.

SYSTEM MINIMUM FLOW CONTROL (BYPASS VALVE)1. DURING INITIAL SYSTEM STARTUP THE BYPASS VALVE SHALL BE FULLY OPEN.2. UNDER NORMAL OPERATION THE BYPASS VALVE SHALL BE CLOSED.3. THE HW PUMP SPEED WILL DECREASE ACCORDING TO HW SYSTEM DP CONTROL UNTIL IT REACHES MINIMUM

ALLOWABLE SPEED (AS DETERMINED DURING BALANCING).4. UPON FURTHER INCREASE IN SYSTEM DP (REQUIRING PUMP SPEED REDUCTION), THE BYPASS VALVE SHALL

OPEN AS REQUIRED TO MAINTAIN HW SYSTEM DP SETPOINT.5. UPON DECREASE IN SYSTEM DP WHILE BYPASS VALVE IS OPEN, THE BYPASS VALVE SHALL CLOSE AS

REQUIRED TO MAINTAIN SYSTEM DP SETPOINT. ONCE BYPASS VALVE IS FULLY CLOSED, PUMP SPEED CONTROL WILL RESUME ACCORDING TO TYPICAL HW SYSTEM DP CONTROL.

PRIMARY HOT WATER PUMP LEAD/STANDBY SCHEDULING1. THE BMS SHALL ALTERNATE HW PUMP LEAD/STANDBY ASSIGNMENT ON A WEEKLY BASIS TO PROVIDE EQUAL

RUN-TIME2. THE HW PUMP LEAD/STANDBY SWITCH-OVER SHALL BE COMMISSIONED WHILE HW SYSTEM IS DISABLED

AND/OR DURING UNOCCUPIED PERIOD. LEAD/STANDBY SWITCH SHALL NOT OCCUR WHILE BOILERS ARE RUNNING OR DURING OCCUPIED PERIODS.

SYSTEM OPTIMIZATION - SUPPLY TEMPERATURE AND DP SETPOINT1. THE BMS SHALL MONITOR VALVE POSITIONS OF ALL HW CONSUMERS AND APPLY TRIM AND RESPOND LOGIC

TO HW SYSTEM OPERATIONAL SETPOINTS:• THE FIRST STAGE OF SYSTEM OPTIMIZATION IS HWS TEMPERATURE SETPOINT RESET. HWS

TEMPERATURE RESET RANGE = 120 TO 180 DEGREES F (ADJ).• THE SECOND STAGE OF SYSTEM OPTIMIZATION IS HW DP SETPOINT RESET. HW DP RESET MINIMUM =

3 PSI (ADJ).

SAFETIES AND INTERLOCKS1. TWO WALL MOUNTED MANUAL EMERGENCY BOILER SHUT-DOWN SWITCHES (HARD-WIRE INTERLOCK TO

BOILERS) INDEPENDENT OF BMS SHALL DISABLE THE HOT WATER SYSTEM (AND ALL ASSOCIATED BOILERS) WHEN TRIGGERED.

2. EACH INDIVIDUAL BOILER SHALL BE EQUIPPED WITH LOCAL SAFETIES AND LOCKOUTS AS PROVIDED AND REQUIRED BY BOILER MANUFACTURER. THIS INCLUDES BUT IS NOT LIMITED TO HW FLOW SWITCHES, COMBUSTION AIR PRESSURE SWITCHES, GAS PRESSURE SWITCHES, BLOWER PRESSURE SWITCHES, HIGH HW TEMPERATURE SWITCHES, ETC. MECHANICAL CONTRACTOR SHALL FIELD INSTALL AND WIRE ALL DEVICES SHIPPED LOOSE AS REQUIRED BY MANUFACTURERS INSTALLATION OPERATION AND MAINTENANCE MANUAL.

SYSTEM ALARMING1. GENERAL BOILER FAULT/SAFTEY CONTROLS (PER BOILER). ALARM AT BMS AND BPCS TO DISABLE BOILER

AND ENABLE NEXT AVAILABLE STANDBY BOILER.2. BOILER NO FLOW ALARM (PER BOILER). ALARM AT BMS, DISABLE LEAD PUMP, AND ENABLE NEXT AVAILABLE

PUMP.3. HW SYSTEM SUPPLY TEMP IS 5 DEG F (ADJ) ABOVE/BELOW SETPOINT.4. HW SYSTEM PRESSURE IS 3 PSI (ADJ) ABOVE/BELOW SETPOINT.5. BOILER HOA SWITCH IS NOT IN AUTOMATIC POSITION.6. PUMP VFD HOA SWITCH IS NOT IN AUTOMATIC POSITION.7. PUMP VFD FAULT (PER PUMP). ALARM AT BMS, DISABLE LEAD PUMP, ENABLE STANDBY PUMP.8. HIGH OUTDOOR AIR INTAKE DAMPER FAILURE TO OPEN.9. LOW OUTDOOR AIR INTAKE DAMPER FAILURE TO OPEN.

UTILITY POWER LOSS1. HW SYSTEM EQUIPMENT IS NOT ON STANDBY POWER2. UPON A LOSS OF POWER, ALL DEVICES SHALL RETURN TO THEIR FAIL-SAFE POSITIONS.3. UPON RESTORATION OF POWER, ALL DEVICES SHALL RESUME THEIR NORMAL OPERATION4. COORDINATE STARTUP OF BMS SYSTEMS UPON RESTORATION OF POWER. REFER TO UTILITY POWER

FAILURE SECTION DESCRIBED SEPARATELY.

TT

TTTT

OUTSIDE AIR TEMPERATURE TO BOILERS

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

NTS

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:1

3 A

M

M-803

GT

MD

09/10/2019

03875.0002

HVAC - BUILDING 1900 -CONTROL DIAGRAMS II

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

NTS

HOT WATER CONTROLS DIAGRAM1

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 34: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

CROSS BREAK OR BEAD AS FOR DUCT

LARGEST DIMENSION GOVERNS CONSTRUCTION

SEAM

SEAM

FIG. "A"

AIR FLOW

FIG. "B"

MAXIMUM AS INDICATED(4 3/8" IN 12")ON DIVERGING FLOW

FIG. "C"

AIR FLOW

MAXIMUM AS INDICATED(7" IN 12") ONCONTRACTING FLOW

20°

30°

4. STRAP HANGERS MAY ONLY BE USED IN CONSEALED LOCATIONS AND IN MECHANICAL

1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE

THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES.

2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION.

3. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA.

MAX. 60"

EQUIPMENT ROOMS.

NOTES:

SEE NOTE 3

ANGLE IRON

THREADEDHANGER ROD

UNISTRUT OR

GALV. HANGER

1"

HANGERSTRAP

OVER 60"

AIR FLOW

ACCESS DOOR(TYPICAL)

FLEX CONNECTION(TYPICAL)

SUPPORT ROD HUNGFROM CEILING

VIBRATION ISOLATOR SPRING ASSEMBLY (TYPICAL)

WASHER (TYPICAL)

NUT (TYPICAL)

ROD (TYPICAL)

ANCHOR DUCT TO PREVENTLATERAL MOVEMENT

2"x2"x1/8" ANGLE REINFORCEMENTCONNECTION TO DUCT (TYPICAL)

0' -

6"

3' -

0"

MIN

.

0' - 1 1/2" CLR.

0' -

3"

CL

R.

0' -

1 1

/2"

CL

R.

0' -

3"

CL

R.

TOP OF GRADE

#4 @ 12" O.C. E.W. T&B

#4 DOWEL @ 12" O.C.

0' -

10

"

1' - 6"

#4 @ 12" O.C. CONT.

#4 U-BAR @ 12"

2' -

0"

1' - 6"

6" CRUSHED STONE

FIRM, UNYIELDINGSUBGRADE

PROVIDE KEY

3/4" CHAMFER

0' -

6"

MA

X.

2' -

6"

MIN

.

TOP OF GRADE

#4 CONT. @ PERIMETER

2 - #4 BOTT.6" CRUSHED STONE

FIRM, UNYIELDINGSUBGRADE

3/4" CHAMFER

MIN.

0' - 8"

4x4 - W4.0xW4.0 W.W.F.

0' -

1 1

/2"

CL

R.

#4 @ 18" O.C.2' - 0"

2' -

0"

0' -

6"

SLA

B

LADDER SAFETY GATE (BY OTHERS)

CUT EXISTING RAILING.

VERIFY EXISTING RAILING DIMENSIONS

NEW POST TO MATCH EXISTING.PROVIDE PIPE SLEEVES TO CONNECT TO EXISTING RAILING.

EXISTING GRATING

EXISTING W8 (V.I.F.)

1/4TYP.

NEW TELESCOPING LADDERFIXED TO ANGLES

3/8" FULL DEPTH STIFFENER PLATE

1/4

L3X3X3/8" @ EACHSIDE OF LADDER

RETRACTABLE LADDER1/4TYP.

3/8" PLATE

L3X3X3/8 BRACE

CEILINGCEILING

0' -

3"

L3X3X3/8" ASSEMBLY

0' -

3"

L3X3X3/8" BETWEEN VERT. ANGLES

CONCRETE NOTES:

1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE A.C.I. ``BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'' (ACI 318). SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. ALL CONCRETE SHALL HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTHS AS INDICATED BELOW:

CONCRETE TYPE AIR WHERE USED STRENGTH AGGREGATE CONTENT

4500 PSI @ 28 DAYS STONE 5 - 7% EXTERIOR EQUIPMENT PADS

NOTE 2A:AIR ENTRAINMENT IS NOT REQUIRED. HOWEVER IF CONCRETE IS PLACED AND WILL BE SUBJECT TOFREEZE-THAW PRIOR TO COMPLETION OF THE BUILDING ENVELOPE AIR ENTRAIN AS REQUIRED PERACI 318 TABLE.

3. SLUMPS OVER 4 INCHES WILL NOT BE PERMITTED UNLESS THE HRWR ADMIXTURE (SUPERPLASTICIZER) IS USED. MAXIMUM SLUMP IS THEN 2" TO 3" BEFORE ADDITION OF SUPERPLASTICIZER, AND 6" - 9" AFTER ADDITION OF SUPERPLASTICIZER, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

4. NO ADMIXTURE SHALL BE USED IN CONCRETE EXCEPT AS ALLOWED BY THE SPECIFICATIONS ANDONLY WITH LABORATORY DESIGN MIX APPROVAL. ALL ADMIXTURES SHALL CONTAIN NO MORECHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER.

5. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL BARS SHALL BE SECURELY SUPPORTED AND

WIRED IN PLACE PRIOR TO CONCRETE PLACEMENT.

6. ALL WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A-185.

7. UNLESS NOTED, ALL BARS MARKED CONT. SHALL BE SPLICED AT ALL LAP POINTS AND CORNERS AND DEVELOPED AT NON-CONTINUOUS ENDS AS PER TYPICAL DETAILS. SPLICE CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AND SPLICE CONTINUOUS BOTTOM BARS AT SUPPORTS. WELDED WIRE FABRIC SHALL BE LAPPED 12 INCHES OR TWO SPACES, WHICHEVER IS LONG. SHEETS SHALL BE WIRED TOGETHER.

8. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS SHOWN IN DETAILS.

9. REINFORCEMENT SHALL NOT BE WELDED OR HEATED IN ANY WAY.

10. REINFORCING, INCLUDING WELDED WIRE FABRIC, FOR SLABS ON GRADE AND FOOTINGS SHALL BE SUPPORTED ON SOLID CONCRETE BLOCKS AT 5'-0" ON CENTER MAXIMUM EACH WAY. REINFORCING, INCLUDING WELDED WIRE FABRIC, FOR OTHER SLABS SHALL BE SUPPORTED ON CHAIRS OR BOLSTERS AT ALL SUPPORTS AND AT 5'-0" ON CENTER MAXIMUM BETWEEN SUPPORTS.

11. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED, AND TREATED WITH THE SPECIFIED BONDING COMPOUND JUST BEFORE PLACING NEW CONCRETE.

12. CONTRACTOR SHALL COORDINATE PLACEMENT OF, OR BOX OUT FOR, ALL PIPE SLEEVES,OPENINGS, ETC. REQUIRED FOR VARIOUS TRADES.

13. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN SUFFICIENT TIME TOALLOW THEM TO SET ANCHORS, INSERTS, BOLTS, HANGER, ETC., AS REQUIRED FOR THEIR USE.

14. NO CONDUITS OR PIPE LARGER THAN 1 1/2" SHALL BE ALLOWED TO BE CAST INTO SLABSWITHOUT SPECIAL WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

15. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT OF CONCRETE REINFORCEMENT. SHOP DRAWINGS SHALL COMPLY WITH ACI 315.

MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.

16. ALL CONCRETE REINFORCING IS SUBJECT TO INSPECTION BY THE OWNER'S TESTING AND INSPECTION AGENCY PRIOR TO CONCRETE PLACEMENT. CONTRACTOR SHALL NOTIFY OWNER'S TESTING AND INSPECTION AGENCY FOR REINFORCING INSPECTION A MINIMUM OF 24 HOURS PRIOR TO CONCRETE PLACEMENT.

AIR FLOW

SUPPLY

AIR FLOW

RETURN/EXHAUST

45°

MANUAL VOLUME DAMPER WITH LOCKING TYPE INDICATOR QUARANT. (PROVIDE SPACER TO CLEAR INSULATION WHEN APPLICABLE)

BRANCH DUCT

CLINCH COLLAR MAIN DUCT

0.25 x D2 (4" MIN.)

D2

D1

DESIGNER NOTE: THIS DETAIL IS TO BE USED IN CONJUCTION WITH THE BRANCH DUCT RADIUS ELBOW TAKEOFF DETAIL

NOTE: THERE SHALL BE 1" MINIMUM ON THE TOP AND BOTTOM OF THE TAP-IN TAKEOFF ON THE MAIN DUCT. SEAL ALL AROUND THE TAKEOFF.

STRUCTURAL STEEL NOTES:

1. ALL STRUCTURAL STEEL WORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE OF STANDARD PRACTICE. STRUCTURAL STEEL SHALL BE NEW, CLEAN AND STRAIGHT, AND SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: A. PLATES, ANGLES, BARS, AND CHANNELS: ASTM A36 (Fy=36 KSI). B. PIPE: ASTM A53, TYPE E OR S, GRADE B (Fy=35 KSI).

2. ANY SUBSTITUTION MADE IN STEEL FRAMING SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL.

3. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 AND SHALL BE PROVIDED WITH HARDENED WASHERS UNDER THE TURNED ELEMENT (NUT OR BOLT HEAD).

4. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE - STEEL (AWS D1.1) AND SHALL BE DONE BY A.W.S. QUALIFIED WELDERS USING E70XX ELECTRODES.

5. ALL CONTACT SURFACES WITHIN HIGH STRENGTH BOLTED CONNECTIONS, SLIP CRITICAL TYPE, AND WELDING AREAS SHALL BE FREE OF OIL, PAINT, AND LACQUER.

6. BURNING OF HOLES, CUTS, ETC., IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED, EXCEPT WITH THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER.

7. COATINGS FOR STRUCTURAL STEEL SHALL BE AS FOLLOWS: A. PRIMER PAINT - ALL STRUCTURAL STEEL UNLESS INDICATED OTHERWISE HEREIN OR ON OTHER CONSTRUCTION DOCUMENTS. STEP 1: STEEL SURFACES SHALL BE CLEANED IN ACCORDANCE WITH THE STEEL STRUCTURES PAINTING COUNCIL STANDARD FOR SURFACE PREPARATION, SSPC-SP3. STEP 2: STEEL SHALL RECEIVE SHOP COAT PRIMER PAINT: "RUSTARMOR 29" BY CARBOLINE COMPANY, OR "HI-SOLIDS ALKYD METAL PRIMER" BY SHERWIN-WILLIAMS , OR "FERROX PRIMER" BY CON-LUX COATINGS, INC., OR "VESARE 55" BY TNEMEC CO. COLOR TO BE RED, UNLESS OTHERWISE INDICATED BY THE ENGINEER/ARCHITECT.

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

As indicated

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:1

4 A

M

M-901

GT

MD

09/10/2019

03875.0002

HVAC - DETAILS I

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

NTS

DUCT TRANSITION DETAIL1 NTS

DUCT HANGING DETAIL2 NTS

INLINE FAN / EQUIPMENT3

NTS

HEAVY EQUIPMENT PAD DETAIL6

NTS

LIGHT EQUIPMENT PAD DETAIL7

NTS

STRUCTURAL LADDER DETAIL5

NTS

RECTANGULAR BRANCH DUCT TAP-IN TAKEOFF4

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

Page 35: REV. DATE ISSUE DESCRIPTION BURLINGTON COUNTY DPW …jhwilliamsinc.com/wp-content/uploads/2019/11/Burlco-DPW... · 2019-11-12 · mep improvements 1800 & 1900 briggs rd, mt laurel

ADJUSTABLE HANGER

WITH ROLLER

LOCKING NUT

SUPPORT NUT INSULATION

PIPE

PIPE COVERINGPROTECTION16 GA SADDLE

GALVANIZED

INSULATIONSHIELD 12"LONG.

1. SEE SPECIFICATION FOR HANGER SIZES.

2. PIPE 8" AND LARGER SHALL HAVE ROLLER SUPPORTED WITH DUAL RODS.

3. FOR CHW SERVICE OVER 3" REPLACE SADDLE WITH 12" LONG 14 GA SHIELD WITH RIGID

INSULATION BETWEEN PIPE AND SHIELD.

MIN.9 lb/cftDENSITY RIGIDINSULATION ATSHIELD

CLEVIS HANGER

(FOR 1/2" UP TO

HEAVY DUTY

& INCL. 3" PIPE)

(FOR 4" TO 6" PIPE)

NOTES:

ISOLATIONVALVE (TYP)

DRAIN OUTVALVE WITHHOSE BIBB

AIR SEPARATOR

FROM BOILER BUTTERFLY VALVE (TYP.)

TO EXPANSION TANK (REFER TO EXPANSION TANK DETAIL)

LARGE CAPACITY AAV

EXPANSION TANK

PRESSUREGAUGE

AAV

CONNECT TO SIDE OF MAIN TO PREVENT AIR OR DEBRIS FROM ENTERING PIPE TO TANK

TO 6" AFF

FROM BOILER

TO HOT WATER PUMP SECTION

STRAINER WITH BLOWDOWN VALVE (TYP.)

DIFFERENTIAL PRESSURE GAUGE (TYP.)

CHECK VALVE (TYP.)

ISOLATIONVALVE (TYP.)

DUPLEXPUMP (TYP.)

FLEXIBLE CONNECTION(TYP.)

NOTES:

1. VALVES SHALL BE THE SAME SIZE AS PIPING SHOWN ON PLAN. REDUCE PIPE SIZE AS REQUIRED AT FINAL PUMP CONNECTION.

2. ISOLATION VALVES OVER 2" SHALL BE BUTTERFLY VALVES. VALVES 2" AND LESS SHALL BE BALL VALVES.

FROM CHILLED OR HOT WATER SUPPLY

SHUT-OFF / BALANCING VALVE WITH MEMORY STOP (TYP.)

UNION (TYP.)5 GALLON SHOT FEEDER TANK OR OTHER SIZE AS SPECIFIED ASME RATED

TO CHILLED OR HOT WATER RETURN

DRAIN OUT VALVE WITH HOSE BIBB

DRAIN PAN

PAN AT FAN DISCHARGE

A = 1"

B = TSP + 1"

C = TSP + 2"

A = TSP + 1"

PAN AT FAN INLET

C = 3/2 (TSP) + 2"

B = 1/2 (TSP) + 1"

TSP = TOTAL STATIC PRESSURE INSIDE DRAIN

PLENUM (INCHES OF WATER)

1 1/4" MPT

SLOPE 1/8" PER FOOT MIN

CLEAN-OUT

A

B

C

SLOPE 1/8" PER FOOT MIN

(BLOW-THRU COIL) (DRAW-THRU COIL)

CONDENSATE

TO SAFE WASTE

3/4 " CW

SENSING BULBWITH THERMOWELL

2" NPS

THERMOMETER

SELF-CONTAINEDMODULATINGCONTROL VALVE105° F TO 140° F RANGE

CAPILLARY

CHECK VALVE

ISOLATION VALVE

STRAINER W/ BLOWDOWN

VALVE, NIPPLE & CAP

UNION

(TYPICAL)

CONDENSATE DRAIN TRAP (TYP.)

BOILER EXHAUST OUTLET (TYP.)

1/4" PER FOOT DRAIN (TYP.)

45° ENTRY TO MANIFOLD

1/4" PER FOOT RISE

MIN

. 8'-0"

AF

F

FOR PENETRATIONS THROUGH WOOD OR METAL FRAMING WALL

CONSTRUCTION, FRAME PENETRATION TO ACCOMMODATE ANDFASTEN SLEEVE.

FOR PENETRATIONS THROUGH EXISTING BLOCK OR CONCRETE

WITH CAULK OR MORTAR CEMENT.WALL, CORE DRILL HOLE FOR PIPE. INSERT AND SEAL SLEEVE

AND SLABS ARE CONSTRUCTED.

INSTALL SLEEVES IN NEW WALLS AND SLABS AS NEW WALLS

ANNULAR CLEAR SPACE BETWEEN PIPE OR PIPE INSULATION.

INSTALL SLEEVES THAT ARE LARGE ENOUGH TO PROVIDE 1/4"

5.

4.

3.

2.

NOTE:

1. PROVIDE UL RATED ASSEMBLY FOR MAINTAINING FIRE RATING OF

WALL, PARTITION, CEILING AND FLOOR. SEAL PIPE PENETRATIONWITH FIRESTOP MATERIALS.

EXTEND SLEEVES INSTALLED IN FLOORS OF MECHANICAL6.

EQUIPMENT ROOM OR OTHER WET AREAS 2" ABOVE FINISHEDFLOOR LEVEL.

PIPE SLEEVE

THROUGH WALL/FLOOR)

PIPE (IF INSULATION IS USED,

IT MUST BE DISCONTINUOUS

FIRE RATED WALL

OR FLOOR

FIRE BARRIER PUTTY

REMOVABLE FORM

DAMMING MATERIAL

(NEW CONSTRUCTION ONLY)

SEALING AND ANCHORING

COLLAR WELDED TO SLEEVE

APPLICABLE FOR WALL PENETRATIONS THROUGH:

RM 111 - ELECTRICAL ROOMRM 112 - MECHANICAL ROOMRM 113 - COMP NET ROOM

FINISHED WALL SURFACE

STRUCTURAL WALL

SEALING AND ANCHORING

COLLAR WELDED TO SLEEVE

PIPE CENTERED

IN SLEEVE

SEAL SLEEVE WITH APPROVED

SEALANT (NUT SIDE OF

ELASTOMERIC BAND ONLY)

SLEEVE INSTALLED DURINGWALL CONSTRUCTION

SEAL EXTERIOR OPENING

WATERTIGHT WITH MASTIC

2"

ELASTOMERIC

MODULAR SEAL

OUTSIDE INSIDE

IS EXPOSED ON FINISHED WALL. (TYPICAL).AGAINST WALL WHEREVER PIPE PENETRATIONPROVIDE ESCUTCHEON PLATE FLUSH

NOTES:

4.

3.

2.

1.

FASTEN SLEEVE.

WITH CAULK OR MORTAR CEMENT.

FOR PENETRATIONS THROUGH WOOD OR METAL FRAMING WALL

CONSTRUCTION, FRAME PENETRATION TO ACCOMMODATE AND

WALL, CORE DRILL HOLE FOR PIPE. INSERT AND SEAL SLEEVE

FOR PENETRATIONS THROUGH EXISTING BLOCK OR CONCRETE

AND SLABS ARE CONSTRUCTED.

INSTALL SLEEVES IN NEW WALLS AND SLABS AS NEW WALLS

ANNULAR CLEAR SPACE BETWEEN PIPE AND SLEEVE FOR

INSTALL SLEEVES THAT ARE LARGE ENOUGH TO PROVIDE 1"

INSTALLING MECHANICAL SLEEVE SEALS.

STANDARD WEIGHT STEEL PIPE

5.

WALL/FLOOR.

IF INSULATION IS USED, IT MUST BE DISCONTINUOUS THROUGH

PROVIDE FINISHED ESCUTCHEON PLATE FLUSHAGAINST WALL WHEREVER PIPE PENETRATIONIS EXPOSED ON FINISHED WALL/FLOOR (TYPICAL)

SUPPORT PIPE FROM SLEEVE)

PIPE AND INSULATION TO BE

CENTERED IN SLEEVE (DO NOT

PIPE SLEEVE

INSTALL SLEEVES THAT ARE LARGE ENOUGH TO PROVIDE 1/4"

MINIMUM ANNULAR CLEAR SPACE BETWEEN PIPE OR PIPE INSULATION.

SEAL OR CAULK ANNULAR SPACE

NOTES:

1.

TERMINATE SLEEVE FLUSH WITH

FINISHED WALL/FLOOR SURFACE

FINISHED WALL/FLOOR SURFACE

INSTALL SLEEVES IN NEW WALLS AND SLABS AS NEW WALLS

AND SLABS ARE CONSTRUCTED.

FOR PENETRATIONS THROUGH EXISTING BLOCK OR CONCRETE

WALL, CORE DRILL HOLE FOR PIPE. INSERT AND SEAL SLEEVE

2.

3.

4.

CONSTRUCTION, FRAME PENETRATION TO ACCOMMODATE AND

FOR PENETRATIONS THROUGH WOOD OR METAL FRAMING WALL

WITH CAULK OR MORTAR CEMENT.

FASTEN SLEEVE.

EXTEND SLEEVES INSTALLED IN FLOORS OF MECHANICAL

EQUIPMENT ROOM OR OTHER WET AREAS 2" ABOVEFINISHED FLOOR LEVEL.

5.

COLLAR WELDED TO SLEEVE

SEALING AND ANCHORING

(NEW CONSTRUCTION ONLY)

SEAL EXTERIOR OPENING WATERTIGHT WITH MASTIC.6.

PAULUS SOKOLOWSKI AND SARTOR ENGINEERING, PC

67A MOUNTAIN BOULEVARD EXTENSIONP.O. Box 4039WARREN, NEW JERSEY 07059TEL: 7 3 2 . 5 6 0 . 9 7 0 0

ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR. NOTIFY PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC OF ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL DIMENSIONS SHALL BE AS NOTED IN WORDS OR NUMBERS ON THE CONTRACT DRAWINGS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS.

THESE CONTRACT DRAWINGS CONTAIN DATA INTENDED SPECIFICALLY FOR THE NOTED PROJECT AND CLIENT. THEY ARE NOT INTENDED FOR USE ON EXTENSIONS OF THIS PROJECT OR FOR REUSE ON ANY OTHER PROJECT.

THE COPYING AND/OR MODIFICATION OF THIS DOCUMENT OR ANY PORTION THEREOF WITHOUT THE WRITTEN PERMISSION OF PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC IS PROHIBITED.

UNLESS THESE DRAWINGS ARE SPECIFICALLY DESIGNATED AS "CONSTRUCTION ISSUE", THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION OR IMPROVEMENTS DEPICTED HEREIN, CONTRACTORS SHALL NOTIFY THE DESIGN ENGINEER TO OBTAIN CONSTRUCTION DOCUMENTS.

COPYRIGHT 2019 PAULUS, SOKOLOWSKI AND SARTOR ENGINEERING, PC- ALL RIGHTS RESERVED.

Professional Engineer . New JerseyLicense no. 54268

Gregory L TombariProfessional Engineer . New JerseyLicense no. 54268

Gregory L Tombari

SIGNATURE DATE

CLIENT

PROJECT

SHEET NO.

JOB NO.:

DATE:

DRAWN:

CHECK:

SCALE:

ORIENTATION / KEY PLAN

CONSULTANT

CLIENT

SHEET NAME

2P1P2P3P4P5P6P7P.AP.BP.DP.C

1900

1800

BURLINGTON COUNTYDEPARTMENT OFPUBLIC WORKS

NTS

C:\P

SS

_R

evit\

Lo

cal F

iles\0

38

75

000

2M

EP

_B

C E

ngin

ee

ring O

ffic

e a

nd

Tra

ffic

Main

t B

ldg_

R1

9_m

dio

n@

psand

s.c

om

.rvt

10/9

/201

9 9

:05:1

4 A

M

M-902

GT

MD

09/10/2019

03875.0002

HVAC - DETAILS II

ENGINEERING &TRAFFIC CONTROLBUILDINGS ARCH &MEP IMPROVEMENTS

1900 Briggs Rd, Mt Laurel Township, NJ 08054

BURLINGTONCOUNTY DPW

10

/23

/20

19

-IS

SU

ED

FO

R C

ON

ST

RU

CT

ION

NTS

AIR SEPARATOR PIPING DETAIL1 NTS

EXPANSION TANK PIPING DETAIL2 NTS

DUPLEX IN-LINE PUMP INSTALLATION DETAIL3 NTS

CHEMICAL SHOT FEEDER PIPING DETAIL4

NTS

DRAIN PAN9 NTS

CONDENSATE COOLER PIPING10 NTS

BOILER FLUE VENTING DETAIL11

NTS

PIPE PENETRATION THRU FIRE RATED WALL/FLOOR5 NTS

PIPE PENETRATION THRU EXTERIOR WALL7

NTS

PIPE HANGER DETAIL8

ISS./REV. DATE ISSUE DESCRIPTION

0 10/23/2019 ISSUED FOR CONSTRUCTION

NTS

PIPE PENETRATION THRU ABOVE GROUND INTERIOR WALL6