HomeMy WebLinkAboutBuilding Permit # 9/9/2016 ..... ..... 1
FORTH
BUILDING PERMIT y� ,. ,� 4
TOWN F NORTH ANDOVER °
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APPLICATION FOR PLAN EXAMINATION
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Permit NO: �"'��_ Date Received TSD
Date Issued: aCH
IMPORTANT- A (iccant L st cam (ete a(( items an this ��e
LOCA"I'mi 815 Chestnut Street North Andover MA
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PR ,RTY OWNER WATTSRe ulatar Compan w
ro _-�..� F'rir7t -" _.. ..
MAP.`NO: 107 C' PARC' 1!, 0022 ONINf DIMS I I "(° H° st ric District yes no
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PROVE MENT PROPOSED USE
_._. _ � __
Residential Non- Residential
New Building One family
Addition Two or more family Industrial
X Alteration i No. of units: X Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
Septic eH Hoodplain Weflands Watershed District
Interior renovation and upgrades to architectural finishes. Construction of new
lab and training facility. Upgrades to existing HVAC, Plumbing, Electrical, Fire
Protection, and Fire Alarm services.
Ideiu"Atificatimi Please Type or Print (Itarly)
OWNER: Name: Jackie Comiskey Phone: 978-689-6067
Address:
CON. C-f OR Name,, Phone 781-721-1100
Eric Libby .� .�.�".. .. .. ,_.
Ad
21 E t Street Wirt heater, MA 01'890
° 6pervi or's Construction License, Exp Data,
CS-097661 08/0911
t Tome Irprvem6pt iensu Exp Gate
ARCHITECT/ENGINEER The H.L. Turner Group Inc. phone: 603-228-1122
Address:_ 27 Locke Road Concord, NH 03301 Reg. No.
FEE SCHEDULE.BULDING PERMIT.'$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost-, $ 2,381,443 FEE: $ 28,578
Check
OTE: Persons contracting wit i unre�' t reel contractors do not ar
have cce's tq t �i,saru� . . ......d
Signature of Agent/0v �p " � � .-Signature of c ntr cwto
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t%ORTH
Town of ndover
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Food/Kitchen
ERMIT T LD Septic System
. "��� BUILDING INSPECTOR
THIS CERTIFIES THAT ..... .. . ..... .. . :fig. '.��.............. .. . 1 : :, -'.. � .............................
Foundation
has permission to erect .......................... buildings on .. � ... V ..................
y —4 Cc
Rough
to be occupied as �` ��'���'� ..
............................... ......... ............. .. ..........L �.... .. ............... ........................ Chimney
provided that the person accepting this permit shall in every respect conform to the terms of the application Final
on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and
Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
IT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
LESS CONSTRUCTION STARTS Rough
..................... Service
............ ....... ... ...., Final
BUILDING INSPECTOR
GAS INSPECTOR
Occupancy Permit Required t® Occupy Building Rough
Display in a Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
Smoke Det.
Enter construction cost for fee cal - North Andover Fee Calculation
Construction Cost
Z3819443.00 M
- $ 28,577.32
-Plumbing Fee $ 3,572.16
Gas Fee 100 comm. $ 100.00
Electrical Fee $ 3,572.16
Total fees collected $ 35,821.65
815 Chestnut Street
310-2016 on 9/9/2015
Interior Renovations, New Lab and Training Facility
Page 1 of 1
VI'Alse
CONSTRUCTION
Client: Watts Water Technologies
Project: Training Center Renovation
Location: 815 Chestnut Street - North Andover,MA
Date of Estimate: 24-Jun-15; Rev 2-Jul-15
Plan Date: 10-Jun-15
Estimate#: E15-118
Area: 12,488 sf
Owner Contract
CSI # Trade Cost
02100 Demolition $106,068
02500 Sitework $44,235
03300 Concrete $99,697
04500 Masonry $4,200
05500 Structural Steel/Misc. Metals $114,485
06000 Rough/Finish Carpentry $171,485
07000 Thermal and Moisture Protection $7,040
08100 Doors, Frames and Hardware $81,750
08800 Glass&Glazing $32,390
09250 Drywall $137,210
09500 Acoustical Ceilings $39,360
09650 Flooring $122,250
09900 Painting $27,578
10100 Specialties $76,085
11100 Equipment $7,292
12100 Furnishings $2,510
14200 Conveying Systems $23,350
15300 Fire Protection $49,520
15400 Plumbing $425,235
15500 HVAC $614,635
16000 Electrical $195,070
17000 Tel/Data See below
18000 AudioNisual See below
22100 Security NIC
Total $2,381,443
Initial Construction Control Document
To be submitted with the building permit application by a
Registered Design Professional
a for work per the 8tn edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Training Center Proiect Date:August 25,2015
Property Address: 815 Chestnut Street North Andover Massachusetts 01845
Project: Check(x)one or both as applicable: New Construction X Existing Construction
Project description:Building_renovation to construct a training center for customers plumbers,vendors,etc.
I Harold Turner Jr.MA Registration Number: 30941 Expiration date:6/30/16,am a registered design professional, and
that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:
[] Entire Project [X]Architectural [X] Structural [ ]HVAC
[ ]Fire Suppression—NFPA 13 [ ]Electrical [ ]Fire Alarm-NFPA 72 [ ]Plumbing
for the above named project and that,to the best of my knowledge,information and belief,such plans,computations and
specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted
engineering practices for the proposed project.I understand and agree that I(or my designee)shall perform the necessary
professional services in accordance with the Professional Standard of Care and be present on the construction site on a
periodic basis to:
1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the
contractor in accordance with the requirements of the construction documents.
2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not applicable)
3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and
quality of the work and to determine if the work is being performed in a manner consistent with the approved
construction documents and this code.The Contractor shall be responsible for performing the work in accordance
with the contract documents and shall be exclusively responsible for its construction means,methods,sequences
and procedures,and for construction safety.
Nothing in this document relieves the Contractor of its responsibilities regarding the provisions of 780 CMR 17.
When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent
comments, in a form acceptable to the building official.
Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'.
N
Enter in the space to the right a"wet" atiP~SIdgssq�
or electronic signature and seal: .A M
-�.f. Tu R. r„
ST G1
Phone number:603-228-1122 Email:
gblanchette@lrlturner.com or
Izturnerblturner.com.
Building Official Use Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
u To be submitted with the building permit application by a
a d Registered Design Professional
wa for work per the 8th edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Training Center Proiect Date: August 25,2015
Property Address: 815 Chestnut Street North Andover Massachusetts 01845
Project: Check(x)one or both as applicable: New Construction X Existing Construction
Project description: Building renovation to construct a Training Center for customers, plumbers, vendors eta
I,Jeffrey Faucon, MA Registration Number: 47208 -Expiration date: 6/30/16, am a registered design professional, and
that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning:
[ ]Entire Project [ ] Architectural [ ] Structural [ ] HVAC
[X] Fire Suppression—NFPA 13 [ ] Electrical [ ] Fire Alarm-NFPA 72 [ ]Plumbing
for the above named project and that,to the best of my knowledge, information and belief, such plans,computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted
engineering practices for the proposed project.I understand and agree that I(or my designee) shall perform the necessary
professional services in accordance with the Professional Standard of Care and be present on the construction site on a
periodic basis to:
1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the
contractor in accordance with the requirements of the construction documents.
2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not applicable)
3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and
quality of the work and to determine if the work is being performed in a manner consistent with the approved
construction documents and this code. The Contractor shall be responsible for performing the work in accordance
with the contract documents and shall be exclusively responsible for its construction means,methods, sequences
and procedures, and for construction safety.
Nothing in this document relieves the Contractor of its responsibilities regarding the provisions of 780 CMR 17.
When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent
comments, in a form acceptable to the building official.
Upon completion of the work,I shall submit to thyb. rt 9fficial a `Final Construction Control Document'.
r C OF M IS
Enter in the space to the right a"wet" JF-FREE T. yarn
(-AUCON
or electronic signature and seal: 6 FinF PROTECTION �
ca IN.Jo,47208
Phone number: 978-296-6375' f Email: jfaucon@rdkengineers.com
B ]ding Official Use Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
u To be submitted with the building permit application by a
w
d Registered Design Professional
a for work per the 8th edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Training Center Proiect Date: August 25,2015
Property Address: 815 Chestnut Street North Andover Massachusetts 01845
Project: Check(x)one or both as applicable: New Construction X Existing Construction
Project description: Building renovation to construct a Training Center for customers,plumbers,vendors etc.
I, Scott Guertin,MA Registration Number:46837-Expiration date: 6/30/16, am a registered design professional, and that
I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:
[ ] Entire Project [ ] Architectural [ ] Structural [ ] HVAC
[ ] Fire Suppression—NFPA 13 [ ] Electrical [ ] Fire Alarm -NFPA 72 [X]Plumbing
for the above named project and that,to the best of my knowledge, information and belief, such plans, computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted
engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary
professional services in accordance with the Professional Standard of Care and be present on the construction site on a
periodic basis to:
1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the
contractor in accordance with the requirements of the construction documents.
2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not applicable)
3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and
quality of the work and to determine if the work is being performed in a manner consistent with the approved
construction documents and this code. The Contractor shall be responsible for performing the work in accordance
with the contract documents and shall be exclusively responsible for its construction means,methods, sequences
and procedures,and for construction safety.
Nothing in this document relieves the Contractor of its responsibilities regarding the provisions of 780 CMR 17.
When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent
comments, in a form acceptable to the building official.
Upon completion of the work, I shall submit to t fficial a`Final Construction Control Document'.
,t"OF 444
e
4� SCOTT G.
Enter in the space to the right a"wet" GtJERTIN m�
or electronic signature and seal: MECHANICAL -4
lo. 637
Phone number: 978-296-6338 . Email: sguettin@rdkengineers.com
Building Official Use Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
u To be submitted with the building permit application by a
W
0 d Registered Design Professional
wa for work per the 81h edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Training Center Project Date: August 25,2015
Property Address: 815 Chestnut Street North Andover Massachusetts 01845
Project: Check(x)one or both as applicable: New Construction X Existing Construction
i
Project description: Building renovation to construct a Training Center for customers,plumbers,vendors etc.
I, Scott Guertin,MA Registration Number: 46837-Expiration date: 6/30/16, am a registered design professional, and that
I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:
[ ] Entire Project [ ] Architectural [ ] Structural [X] HVAC
[ ]Fire Suppression—NFPA 13 [ ] Electrical [ ]Fire Alarm-NFPA 72 [ ] Plumbing
for the above named project and that,to the best of my knowledge, information and belief, such plans, computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted
engineering practices for the proposed project.I understand and agree that I(or my designee)shall perform the necessary
professional services in accordance with the Professional Standard of Care and be present on the construction site on a
periodic basis to:
1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the
contractor in accordance with the requirements of the construction documents.
2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not applicable)
3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and
quality of the work and to determine if the work is being performed in a manner consistent with the approved
construction documents and this code. The Contractor shall be responsible for performing the work in accordance
with the contract documents and shall be exclusively responsible for its construction means, methods, sequences
and procedures,and for construction safety.
Nothing in this document relieves the Contractor of its responsibilities regarding the provisions of 780 CMR 17.
When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent
comments,in a form acceptable to the building official.
Upon completion of the work,I shall submit to th `N OF ficial a `Final Construction Control Document'.
�pss�c�
o SCOTT G. G
Enter in the space to the right a"wet" GuER7iry
or electronic signature and seal: o MECHANICAL
CO
o.4
Phone number: 978-296-6338 ra n� „ ' Sow Email: sguertin@rdkengineers.com
Building Official Use Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
w To be submitted with the building permit application by a
d Registered Design Professional
e for work per the 8t" edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Training Center Project Date: August 25, 2015
Property Address: 815 Chestnut Street North Andover Massachusetts 01845
Project: Check(x) one or both as applicable: New Construction X Existing Construction
Project description: Building renovation to construct a Training Center for customers,,plumbers,vendors, etc.
I,Keith Gi ug ere,MA Registration Number: 49637 -Expiration date: 6/30/16, am a registered design professional, and
that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning:
[ ] Entire Project [ ] Architectural [ ] Structural [ ] HVAC
[ ] Fire Suppression—NPA 13 [X] Electrical [ ] Fire Alai-in -NFPA 72 [ ] Plumbing
for the above named project and that,to the best of my knowledge, information and belief, such plans, computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted
engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary
professional services in accordance with the Professional Standard of Care and be present on the construction site on a
periodic basis to;
1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the
contractor in accordance with the requirements of the construction documents.
2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not applicable)
3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and
quality of the work and to determine if the work is being performed in a manner consistent with the approved
construction documents and this code. The Contractor shall be responsible for performing the work in accordance
with the contract documents and shall be exclusively responsible for its construction means, methods, sequences
and procedures, and for construction safety.
Nothing in this document relieves the Contractor of its responsibilities regarding the provisions of 780 CMR 17.
When required by the building official, I shall submit field/progress reports (see item 3.)together with pertinent
comments, in a form acceptable to the building official
Upon completion of the work, I shall submit tot a, ficial a `Final Construction Control Document'.
Enter in the space to the right a "wet"
or electronic signature and seal: j 1 t K{�rt�tt Au
10
C7 �
a ail: k�i�ueeardkenPhone number: 978-296-6357 Eineers.com
Building Official Ve Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
u W To be submitted with the building permit application by a
W
Registered Design Professional
,r
for work per the 8"' edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Training Center Project Date: August 25, 2015
Property Address: 815 Chestnut Street North Andover Massachusetts 01845
Project: Check (x) one or both as applicable: New Construction X Existing Construction
Project description: Building renovation to construct a Training Center for etistoniers, plu»ibers, vendors cte.
I, Keith E. Giguere,MA Registration Number: 49637 - Expiration date: 6/30/16, am a registered design professional, and
that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning:
[ ] Entire Project [ ] Architectural [ ] Structural [ ] HVAC
[ ] Fire Suppression—NFPA 13 [ ] Electrical [X] Fire Alarm -NFPA 72 [ ] Plumbing
for the above named project and that,to the best of my knowledge, information and belief, such plans, computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted
engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary
professional services in accordance with the Professional Standard of Care and be present on the construction site on a
periodic basis to:
1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the
contractor in accordance with the requirements of the construction documents.
2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not applicable)
3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and
quality of the work and to determine if the work is being performed in a manner consistent with the approved
construction documents and this code. The Contractor shall be responsible for performing the work in accordance
with the contract documents and shall be exclusively responsible for its construction means,methods, sequences
and procedures, and for construction safety.
Nothing in this document relieves the Contractor of its responsibilities regarding the provisions of 780 CMR 17.
When required by the building official, I shall submit field/progress reports (see item 3.)together with pertinent
comments, in a form acceptable to the building official.
Upon completion of the work, I shall submit to the I rcial a `Final Construction Control Document'.
Enter in the space to the right a "wet"
sty
or electronic signature and seal: ot<� ti4XrC,PG "'
a
Phone number: 978-296-6357 ry Email: k ig guere@rdkenineers.com
Building Official Use Anly
Building Official Name: Permit No.: Date:
COMMONWEALTH OF MASSACHUSETTS
STATE BUILDING CODE
780 CMR, 8TH EDITION
CHAPTER 9
FIRE PROTECTION SYSTEMS
NARRATIVE REPORT
780 CMR—901.2.1
PROJECT NAME: Watts Water Technologies
Training Center
ADDRESS: 815 Chestnut Street
North Andover, MA
RDK PROJECT#: 20150277.00
DATE OF ISSUE: August 25, 2015
1H ff][5
ENGINEERS
Andover Amherst Boston I Charlotte I Durham w.vw.ru€.,C,n »:e>.'
780 CMR 901.2.1
Fire Protection Systems Narrative Report—August 25, 2015
Project Name:Watts Water Technologies Training Center
RDK Project Number: 20150277.00
As required by 780 CMR §901.2.1, this narrative report is a written description of the proposed fire
protection system features to be installed as part of the Watts Water Technologies Training Center project
located at 815 Chestnut Street in North Andover, Massachusetts.
901.2.1 (1)(0 - BASIS (METHODOLOGY) OF DESIGN
Section 1 = Building Description
A. "Use" Group(s)within Scope of Renovation: "B" Business (office).
B. Location &Area of Renovation: 11,300 sqft on the Basement Floor.
C. Existing Building Height&Area
1. Height: Two (2)] stories above grade; one (1) story below grade.
2. Area: —66,500 sqft total.
D. Type(s) of Construction:
1. Existing protected non-combustible.
E. Hazardous Material Usage and Storage: None in excess of exempt amounts within scope of
renovation.
F. High-pile Storage (over 12 ft.) of Commodities: None within scope of renovation.
G. Site Access Arrangement for Emergency Response Vehicles: Existing features to remain; not
affected by scope of renovation.
Section 2 -Applicable Laws, Regulations &Standards
A. Massachusetts State General Laws (MGL), Chapter 148
1. MGL§148, sections as applicable.
B. 780 CMR—Massachusetts State Building Code, 81h Edition (amended IBC-2009)
1. Chapter 9 "Fire Protection Systems"
2. Chapter 34 "Existing Structures"
C. Existing Building Code of Massachusetts (amended IEBC-2009)
1. Chapter 7 "Alterations— Level 2"
527 CMR— Massachusetts State Fire Prevention Regulations
2. Chapter 10 "Fire Prevention, General Provisions"
3. Chapter 12 "2014 Massachusetts Electrical Code Amendments"
D. 521 CMR—Massachusetts Architectural Access Board
Page 1 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—August 25,2015
Project Name:Watts Water Technologies Training Center
RDK Project Number: 20150277.00
1. Section 40 "Visual Alarms"
E. National Fire Protection Association (NFPA) Standards:
1. NFPA 13 (2013)—"Installation of Sprinkler Systems"
2. NFPA 70 (2014) — "National Electric Code" as amended by 527 CMR Chapter 12
"Massachusetts State Electrical Code"
NFPA 72 (2010)—"National Fire Alarm Code"
F. Federal Regulations (significant requirements thereof to the extent applicable to RDK scope)
1. 28 CFR Part 36, ADA Standards for Accessible Design
2. 29 CFR Part 1910, Occupational Safety & Health Standards
G. Documented Local Ordinances (Voluntary Compliance)
1. local bylaws and ordinances
Section 3 - Design Responsibility for Fire Protection Systems
A. Engineer of Record: RDK Engineers (RDK) has engineered and specified the fire protection
systems to be installed. For each fire protection system designed by RDK, RDK shall review the
installing contractor's Tier II shop drawings for conformance to the approved construction
documents and be present at the site at intervals appropriate to become generally familiar with the
progress and quality of work and to determine if the work is being performed in manner consistent
with the construction documents and 780 CMR. RDK shall certify each fire protection system
installation to the extent required by 780 CMR§901.5.1(1).
B. Architect of Record: The H.L. Turner Group, Inc, has designed and specified the architectural
features to be constructed, including means of egress, fire resistance construction and interior
finish. The H.L. Turner Group, Inc., shall review the installing contractor's Tier II shop drawings for
conformance to the approved construction documents and be present at the site at intervals
appropriate to become generally familiar with the progress and quality of work and to determine if
the work is being performed in manner consistent with the construction documents and 780 CMR.
Section 4 - Fire Protection Systems to be Installed
A. Fire Mains & Hydrants: Existing features to remain; not affected by scope of renovation.
B. Automatic Sprinkler System: Existing sprinkler system service equipment, pumps, zoning, mains,
alarm devices, etc. to remain and are not affected by the scope of renovation.
1. Existing wet-pipe fire sprinkler system to be modified to accommodate new partition
layout. Modifications shall predominantly include new return-bend piping to new
sprinklers and new branch piping from existing cross-mains.
C. Standpipe System: This building is not equipped with a standpipe system.
D. Fire Alarm System: Existing fire alarm system head-end, back-bone, sequence of operation, etc.
to remain and are not affected by the scope of renovation.
Page 2 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—August 25, 2015
Project Name:Watts Water Technologies Training Center
RDK Project Number: 20150277.00
1. Existing initiating circuits (SLC or IDC) within scope of renovated area to be modified to
accommodate new or relocated initiating devices. New circuits may be added as dictated
by the capacity of the existing circuits as determined by the installing contractor; the style
and class of new circuits shall match that of the existing system. The following types of
initiating devices shall be added:
a. Smoke detector; common area, electrical closet, etc.
b. Smoke detector; duct—new shaft penetration or similar
C. Heat detector; areas not environmentally suitable for smoke detection
d. Manual pull box
e. Automatic sprinkler waterflow switch
f. Automatic sprinkler valve tamper switch
2. Existing notification appliance circuits (NAC) within scope of renovated area to be
modified to accommodate new partition layout. New circuits may be added as dictated by
the capacity of the existing circuits as determined by the installing contractor; the style
and class of new circuits shall match that of the existing system.
3. Audible notification appliances within scope of renovation shall be UL 464 horn type.
4. Visual notification appliances within scope of renovation shall be UL 1971 strobe type and
shall flash in a synchronized manner.
E. Emergency Power: Existing generation equipment, feeders, transfer switches, panel boards, etc
to remain and are not affected by the scope of renovation.
1. Where required, NAC remote power supplies added to support new circuits shall be
provided with standby batteries.
2. Means of egress lighting and exit signs within the scope of renovation shall be provided
with emergency power supplied from existing "base building" emergency circuits if
available or standby batteries local to the fixtures.
F. Smoke Control Systems: Existing features to remain; not affected by scope of renovation.
G. Commercial Cooking: Not applicable to the proposed renovation.
H. Hazardous Materials Monitoring: Not applicable to the proposed renovation.
Section 5 - Features Used in the Desiqn Methodoloqy
A. Occupant Notification Procedures: Existing occupant notification via the fire alarm system and
subsequent building management personnel procedures shall remain and are not affected by the
scope of renovation.
1. The existing fire alarm system treats the building as a single evacuation zone.
B. Emergency Response Features: Existing features to remain; not affected by scope of renovation.
C. Safeguards: Existing fire protection systems shall be maintained throughout the construction as
required by the Authority Having Jurisdiction (AHJ). Impairment to existing fire protection systems
Page 3 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—August 25,2015
Project Name:Watts Water Technologies Training Center
RDK Project Number: 20150277.00
shall be approved by the AHJ and Owner prior to commencing work. A fire watch shall be
provided during impairments to the fire suppression or fire alarm system in accordance with AHJ
requirements.
D. Future Testing & Maintenance: Modifications performed as part of the scope of renovation shall
be warranted by the installing contractors for a period of one year covering defects in materials
and workmanship. NFPA required inspection, maintenance and testing activities associated with
the building fire protection system are the responsibility of the owner and are to be conducted
under existing and/or future maintenance contracts held by the Building Management Company.
Section 6 -Special Consideration and Description
A. Unless otherwise noted, the design of the fire protection systems does not utilize alternative
compliance design methods and is not intended to deviate from the prescriptive requirements of
780 CMR or other applicable codes and standards.
901.2.1 (1)(H) - SEQUENCE OF OPERATION
A. The existing "base building" coordinated fire protection system basis of design and sequence of
operation shall remain unchanged and shall not be modified under the scope of renovation. The
general arrangement of the existing sequence of operation is described below and is subject to
confirmation by the installing contractor and fire alarm system control unit technical
representative.
B. Activation of an existing or new manual pull station, smoke detector, heat detector or sprinkler
system waterflow switch shall initiate the predefined fire alarm system "alarm condition" sequence:
1. Display alarm condition at fire alarm control unit and remote annunciator(s).
2. Energize audible (temporal-3 pattern) and visual (UL 1971 synchronized strobe) occupant
notification circuits within evacuation zone(s) as designated by pre-established control unit
sequence of operations.
3. Perform auxiliary fire safety functions as designated by pre-established control unit
sequence of operations such as elevator recall, damper activation, door closure, AHU
shutdown, pressurization systems, etc.
4. Transmit alarm condition to central / supervising station and/or local fire department via
municipal alarm system.
5. In addition, the operation of an existing in-duct smoke detector shall initiate the following:
a. Operation of an existing in-duct smoke detector provided at air handling
units (AHD's) shall shut-down the corresponding AHU.
b. Operation of an existing in-duct smoke detector provided for control of a
smoke damper shall close the corresponding damper.
C. The operation of an existing or new sprinkler tamper switch shall initiate the predefined fire alarm
system "supervisory" sequence:
1. Display supervisory condition at fire alarm control unit and remote annunciator(s).
2. Transmit supervisory condition to central/ remote supervising station.
Page 4 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—August 25, 2015
Project Name: Watts Water Technologies Training Center
RDK Project Number: 20150277.00
D. Normal power failure to fire alarm system remote power supplies, ground faults, short circuits and
open circuit conditions shall initiate the predefined fire alarm system "trouble" sequence.
1. Display supervisory condition at fire alarm control unit and remote annunciator(s).
2. Transmit trouble condition to central/supervising station.
901.2.1 (1)(iii) - TESTING CRITERIA
Section 1 -Testing Criteria
A. Fire Protection System testing shall be scheduled, administered, conducted and overseen by the
general contractor, subcontractors and manufacturer's technical representatives.
B. The following fire sprinkler system inspections and testing shall be performed:
1. Visually inspect system installation for completeness, presence of defects or damage,
and confirm system is placed into"all normal"operational service.
2. Hydrostatically test system piping for a period of 2-hours. Piping shall be tested to normal
system operating pressure where new installed piping cannot be isolated from the existing
piping.
3. Functionally operate any new sprinkler waterflow or valve supervisory switches as part the
fire alarm testing.
C. The following fire alarm system inspections and testing shall be performed:
1. Confirm integrity of new or modified circuits (free of grounds, shorts, opens) prior to the
installation of devices, appliances or equipment.
2. Visually inspect system installation for completeness, presence of defects or damage,
and confirm system is placed into"all normal" operational service.
3. Confirm correct system supervision of wiring faults, missing devices and status of normal
and standby power supplies (for new equipment installed as part of the work).
4. Functionally operate new devices installed as part of the work and confirm correct
sequence of operation and address/zone identification at the fire alarm control unit.
5. Confirm audibility/ intelligibility and visual synchronization of notification appliances.
6. Where fire alarm control unit software is updated as part of the work, functionally operate
10% of existing devices not affected by the work and confirm correct sequence of
operation and address/zone identification at the fire alarm control unit.
7. Confirm correct operation of circuits under fault conditions in accordance with installed
circuit style and class.
D. Documentation, to be submitted to the Engineer of Record and AHJ:
1. Sprinkler System: NFPA 13 "Contractor's Material and Test Certificate", accurately
completed and endorsed by installing contractor's signature.
2. Fire Alarm System: NFPA 72 "Fire Alarm System Record of Completion", accurately
completed and endorsed by installing contractor's signature.
Page 5 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—August 25,2015
Project Name: Watts Water Technologies Training Center
RDK Project Number: 20150277.00
E. Upon completion of the work, and receipt of the appropriate close-out documentation, the
Engineer of Record shall certify completion for each fire protection system to the extent required
by 780 CMR §901.5.1
F. The general contractor shall then schedule final acceptance demonstration testing with the AHJ in
order to obtain approval for a Certificate of Occupancy.
Section 2 - Equipment and Tools
A. The contractor shall provide all required tools and equipment necessary to perform full functional
testing as outlined. As a minimum these items shall include:
1. NFPA Forms
2. Manufacturer's Instructions
3. Fire Protection Systems Narrative Report
4. UL smoke candles or aerosol spray
5. Sound meters
6. Voltage Meters
7. Gauges
8. Communication Radios
9. Printer or data transfer device for recording each FACP event
Section 3 -Approval Requirements
A. The contractor shall obtain written acceptance of the installed system from the AHJ prior to the
owner request for a Certificate of Occupancy.
B. The contractor shall replace and/or repair each system or component of a system that fails to
pass the Final Acceptance Test satisfactorily. Preliminary and Final Testing shall be rescheduled
and testing shall be conducted until compliance is fully demonstrated. The contractor shall be
liable for all additional charges as a result of retesting.
C. Final certification shall be provided from the contractors that the installation is in accordance with
the approved construction documents and applicable codes. The Engineer shall certify that the
installation complies with the approved construction documents per 780 CMR 901.5.1.
D. Operations Manuals and Record as-built drawings shall be submitted with any modifications as a
resultant of changes that were dictated from the Final Testing process.
E. The Owner shall provide an emergency contact list for use by the AHJ in the event of an
emergency at the protected property.
END OF NARRATIVE
Page 6 of 6
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RDK Engineers
200 Brickstone Sq. ci �rFRT• ��,
Andover, Ma 01810
978-296-6200 C FIRE.
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Job Name Watts Water Technologies-Training Center
Building FP1.1
Location N. Andover
System 1
Contract 20150277.000
Data File 20150277 Watts Training Ctr Calculation.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
RDK Engineers Page 1
Watts Water Technologies-Training Center Date 8/21/2015
HYDRAULIC CALCULATIONS
for
Project name: Watts Water Technologies Training Center
Location: N. Andover
Drawing no: FP1.1
Date:
Design
Remote area number. 1
Remote area location: Lower Level
Occupancy classification: Light/Ordinary Hazard
Density. .15 -Gpm/SgFt
Area of application: 1637 -SgFt
Coverage per sprinkler. VARIES -SgFt
Type of sprinklers calculated: Concealed Pendent- Quick Response
No. of sprinklers calculated: 18
In-rack demand: -GPM
Hose streams: 250-GPM
Total water required(including hose streams): 607.791 -GPM @ 42.854 -Psi
Type of system: WET
Volume of dry or preaction system: -Gal
Water supply information
Date: 5-13-15
Location: Watts Pump Room
Source: Pump
Name of contractor.
Address:
Phone number:
Name of designer.
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
RDK Engineers Page 2
Watts Water Technologies-Training Center Date 8/21/2015
City Water Supply: Demand:
C1 -Static Pressure : 82 D1 - Elevation 5.630
C2 - Residual Pressure: 62 D2 -System Flow : 357.791
C2- Residual Flow 500 D2 -System Pressure 42.854
Hose ( Demand ) : 250
D3 -System Demand : 607.791
Safety Margin 10.446
150
140
130
P 120
R 110
E 100
S 90 C1
S 80
U 70 C2
R 60
E 50 D
40
30 D
20
10
1
100 200 300 400 500 600 700 800 900
FLOW( N ^ 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
RDK Engineers Page 3
Watts Water Technologies-Training Center Date 8/21/2015
Fitting Legend
Abbrev. Name YZ % 1 1% 1'/Z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24
Avk Alarm Viking J1 10 13 20 23
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a *show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
RDK Engineers Page 4
Watts Water Technologies-Training Center Date 8/21/2015
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
101 15.0 5.6 10.86 na 18.46 0.15 120 7.0
102 15.0 5.6 10.83 na 18.42 0.15 120 7.0
103 15.0 5.6 11.83 na 19.26 0.15 120 7.0
104 15.0 5.6 13.36 na 20.47 0.15 84 7.0
105 9.0 5.6 17.56 na 23.47 0.1 156 7.0
106 15.0 5.6 10.63 na 18.26 0.15 120 7.0
107 15.0 5.6 10.59 na 18.23 0.15 120 7.0
108 15.0 5.6 11.58 na 19.06 0.15 120 7.0
109 15.0 5.6 12.29 na 19.63 0.15 84 7.0
110 15.0 5.6 12.17 na 19.54 0.15 97.5 7.0
111 9.0 5.6 17.55 na 23.46 0.1 156 7.0
112 15.0 5.6 10.37 na 18.03 0.15 120 7.0
113 15.0 5.6 10.33 na 18.0 0.15 120 7.0
114 15.0 5.6 10.56 na 18.2 0.15 120 7.0
115 9.0 5.6 13.07 na 20.24 0.1 119 7.0
116 9.0 5.6 13.33 na 20.44 0.1 40 7.0
117 9.0 5.6 15.03 na 21.71 0.1 60 7.0
118 9.0 5.6 16.75 na 22.92 0.1 80 7.0
201 14.0 11.63 na
202 14.0 11.93 na
203 14.0 12.99 na
204 14.0 14.61 na
205 14.0 17.15 na
206 14.0 11.4 na
207 14.0 11.69 na
208 14.0 12.73 na
209 14.0 13.47 na
210 14.0 14.6 na
211 14.0 16.96 na
212 14.0 11.12 na
213 14.0 11.41 na
214 14.0 11.65 na
215 14.0 12.36 na
216 14.0 13.47 na
217 14.0 16.09 na
301 13.0 17.69 na
302 13.0 17.76 na
303 13.0 17.95 na
304 12.0 19.32 na
305 0.0 27.62 na
ZCA 0.0 33.33 na
306 12.0 29.14 na
ALM 2.0 33.61 na
DCVA 2.0 38.82 na
501 12.0 34.59 na
502 12.0 34.93 na
503 12.0 35.18 na
504 12.0 35.5 na
505 12.0 35.63 na
506 14.0 35.18 na
507 2.0 40.85 na
508 2.0 41.33 na 250.0
PUMP 2.0 42.85 na
The maximum velocity is 18.38 and it occurs in the pipe between nodes 216 and 301
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK Engineers Page 5
Watts Water Technologies-Training Center Date 8/21/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
101 18.46 1.049 E 2.0 1.000 10.864 K Factor= 5.60
to 120.0 0.0 2.000 0.433
201 18.46 0.1123 0.0 3.000 0.337 Vel = 6.85
0.0
18.46 11.634 K Factor= 5.41
102 18.42 1.049 T 5.0 1.000 10.825 K Factor= 5.60
to 120.0 0.0 5.000 0.433
202 18.42 0.1118 0.0 6.000 0.671 Vel = 6.84
0.0
18.42 11.929 K Factor= 5.33
103 19.26 1.049 T 5.0 1.000 11.830 K Factor= 5.60
to 120.0 0.0 5.000 0.433
203 19.26 0.1213 0.0 6.000 0.728 Vel= 7.15
0.0
19.26 12.991 K Factor= 5.34
104 20.47 1.049 T 5.0 1.000 13.360 K Factor= 5.60
to 120.0 0.0 5.000 0.433
204 20.47 0.1358 0.0 6.000 0.815 Vel = 7.60
0.0
20.47 14.608 K Factor= 5.36
105 23.47 1.049 E 2.0 3.000 17.563 K Factor= 5.60
to 120.0 T 5.0 7.000 -2.166
205 23.47 0.1750 0.0 10.000 1.750 Vel= 8.71
0.0
23.47 17.147 K Factor= 5.67
106 18.26 1.049 E 2.0 1.000 10.633 K Factor= 5.60
to 120.0 0.0 2.000 0.433
206 18.26 0.1100 0.0 3.000 0.330 Vel = 6.78
0.0
18.26 11.396 K Factor= 5.41
107 18.23 1.049 T 5.0 1.000 10.595 K Factor= 5.60
to 120.0 0.0 5.000 0.433
207 18.23 0.1097 0.0 6.000 0.658 Vel= 6.77
0.0
18.23 11.686 K Factor= 5.33
108 19.06 1.049 T 5.0 1.000 11.579 K Factor=5.60
to 120.0 0.0 5.000 0.433
208 19.06 0.1190 0.0 6.000 0.714 Vel = 7.08
0.0
19.06 12.726 K Factor= 5.34
109 19.63 1.049 T 5.0 1.000 12.287 K Factor=5.60
to 120.0 0.0 5.000 0.433
209 19.63 0.1258 0.0 6.000 0.755 Vel = 7.29
0.0
19.63 13.475 K Factor= 5.35
110 19.54 1.049 2E 4.0 7.000 12.171 K Factor=5.60
to 120.0 T 5.0 9.000 0.433
210 19.54 0.1246 0.0 16.000 1.994 Vel = 7.25
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK Engineers Page 6
Watts Water Technologies-Training Center Date 8/21/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
19.54 14.598 K Factor= 5.11
111 23.46 1.049 E 2.0 2.000 17.548 K Factor= 5.60
to 120.0 T 5.0 7.000 -2.166
211 23.46 0.1748 0.0 9.000 1.573 Vel = 8.71
0.0
23.46 16.955 K Factor= 5.70
112 18.03 1.049 E 2.0 1.000 10.369 K Factor=5.60
to 120.0 0.0 2.000 0.433
212 18.03 0.1077 0.0 3.000 0.323 Vel = 6.69
0.0
18.03 11.125 K Factor= 5.41
113 18.00 1.049 T 5.0 1.000 10.332 K Factor= 5.60
to 120.0 0.0 5.000 0.433
213 18.0 0.1070 0.0 6.000 0.642 Vel = 6.68
0.0
18.00 11.407 K Factor= 5.33
114 18.20 1.049 T 5.0 1.000 10.559 K Factor=5.60
to 120.0 0.0 5.000 0.433
214 18.2 0.1092 0.0 6.000 0.655 Vel = 6.76
0.0
18.20 11.647 K Factor= 5.33
115 20.24 1.049 E 2.0 4.000 13.065 K Factor= 5.60
to 120.0 T 5.0 7.000 -2.166
215 20.24 0.1331 0.0 11.000 1.464 Vel = 7.51
0.0
20.24 12.363 K Factor= 5.76
116 20.44 1.049 E 2.0 10.000 13.328 K Factor=5.60
to 120.0 T 5.0 7.000 -2.166
216 20.44 0.1356 0.0 17.000 2.305 Vel = 7.59
0.0
20.44 13.467 K Factor= 5.57
117 21.71 1.049 E 2.0 2.000 15.026 K Factor=5.60
to 120.0 0.0 2.000 -2.166
216 21.71 0.1518 0.0 4.000 0.607 Vel = 8.06
0.0
21.71 13.467 K Factor= 5.92
118 22.92 1.049 2E 4.0 5.000 16.748 K Factor=5.60
to 120.0 0.0 4.000 -2.166
217 22.92 0.1676 0.0 9.000 1.508 Vel = 8.51
0.0
22.92 16.090 K Factor= 5.71
201 18.46 1.38 0.0 10.000 11.634
to 120.0 0.0 0.0 0.0
202 18.46 0.0295 0.0 10.000 0.295 Vel = 3.96
202 18.42 1.38 0.0 10.000 11.929
to 120.0 0.0 0.0 0.0
203 36.88 0.1062 0.0 10.000 1.062 Vel = 7.91
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK Engineers Page 7
Watts Water Technologies-Training Center Date 8/21/2015
Hyd, Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
203 19.26 1.38 0.0 7.000 12.991
to 120.0 0.0 0.0 0.0
204 56.14 0.2310 0.0 7.000 1.617 Vel = 12.04
204 20.47 1.61 T 8.0 7.000 14.608
to 120.0 0.0 8.000 0.433
303 76.61 0.1938 0.0 15.000 2.907 Vel = 12.07
0.0
76.61 17.948 K Factor= 18.08
205 23.47 1.38 0.0 8.000 17.147
to 120.0 0.0 0.0 0.433
303 23.47 0.0460 0.0 8.000 0.368 Vel = 5.03
0.0
23.47 17.948 K Factor= 5.54
206 18.26 1.38 0.0 10.000 11.396
to 120.0 0.0 0.0 0.0
207 18.26 0.0290 0.0 10.000 0.290 Vel = 3.92
207 18.23 1.38 0.0 10.000 11.686
to 120.0 0.0 0.0 0.0
208 36.49 0.1040 0.0 10.000 1.040 Vel = 7.83
208 19.05 1.61 0.0 7.000 12.726
to 120.0 0.0 0.0 0.0
209 55.54 0.1070 0.0 7.000 0.749 Vel = 8.75
209 19.63 1.61 0.0 6.000 13.475
to 120.0 0.0 0.0 0.0
210 75.17 0.1872 0.0 6.000 1.123 Vel = 11.85
210 19.54 1.61 T 8.0 1.500 14.598
to 120.0 0.0 8.000 0.433
302 94.71 0.2868 0.0 9.500 2.725 Vel = 14.93
0.0
94.71 17.756 K Factor= 22.48
211 23.46 1.38 0.0 8.000 16.955
to 120.0 0.0 0.0 0.433
302 23.46 0.0460 0.0 8.000 0.368 Vel = 5.03
0.0
23.46 17.756 K Factor= 5.57
212 18.03 1.38 0.0 10.000 11.125
to 120.0 0.0 0.0 0.0
213 18.03 0.0282 0.0 10.000 0.282 Vel = 3.87
213 18.00 1.61 0.0 5.000 11.407
to 120.0 0.0 0.0 0.0
214 36.03 0.0480 0.0 5.000 0.240 Vel = 5.68
214 18.20 1.61 0.0 7.000 11.647
to 120.0 0.0 0.0 0.0
215 54.23 0.1023 0.0 7.000 0.716 Vel = 8.55
215 20.24 1.61 0.0 6.000 12.363
to 120.0 0.0 0.0 0.0
216 74.47 0.1840 0.0 6.000 1.104 Vel = 11.74
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK Engineers Page 8
Watts Water Technologies-Training Center Date 8/21/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv "****** Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
216 42.15 1.61 T 8.0 1.000 13.467
to 120.0 0.0 8.000 0.433
301 116.62 0.4217 0.0 9.000 3.795 Vel = 18.38
0.0
116.62 17.695 K Factor= 27.72
217 22.92 1.049 0.0 7.000 16.090
to 120.0 0.0 0.0 0.433
301 22.92 0.1674 0.0 7.000 1.172 Vel = 8.51
301 116.62 4.26 0.0 12.000 17.695
to 120.0 0.0 0.0 0.0
302 139.54 0.0051 0.0 12.000 0.061 Vel = 3.14
302 118.17 4.26 0.0 12.000 17.756
to 120.0 0.0 0.0 0.0
303 257.71 0.0160 0.0 12.000 0.192 Vel = 5.80
303 100.08 4.26 0.0 32.000 17.948
to 120.0 0.0 0.0 0.433
304 357.79 0.0294 0.0 32.000 0.940Vel = 8.05
304 0.0 4.26 5E 65.835 40.000 19.321
to 120.0 0.0 65.835 5.197
305 357.79 0.0293 0.0 105.835 3.106 Vel = 8.05
305 0.0 4.26 E 13.167 8.000 27.624
to 120.0 Fsp 0.0 84.269 3.000 **Fixed Loss= 3
ZCA 357.79 0.0294 S 28.968 92.269 2.709 Vel = 8.05
B 15.8
T 26.334
ZCA 0.0 4.26 2E 26.334 8.000 33.333
to 120.0 0.0 26.334 -5.197
306 357.79 0.0293 0.0 34.334 1.007 Vel = 8.05
306 0.0 6.357 Avk 25.147 8.000 29.143
to 120.0 0.0 25.147 4.331
ALM 357.79 0.0042 0.0 33.147 0.139 Vel = 3.62
ALM 0.0 6.357 2E 35.205 15.000 33.613
to 120.0 0.0 35.205 5.000 ** Fixed Loss= 5
DCVA 357.79 0.0042 0.0 50.205 0.210 Vel = 3.62
DCVA 0.0 6.357 E 17.603 6.000 38.823
to 120.0 0.0 17.603 -4.331
501 357.79 0.0042 0.0 23.603 0.098 Vel
501 0.0 6.357 B 12.573 17.000 34.590
to 120.0 3E 52.808 65.381 0.0
502 357.79 0.0042 0.0 82.381 0.344 Vel = 3.62
502 0.0 6.357 E 17.603 40.000 34.934
to 120.0 0.0 17.603 0.0
503 357.79 0.0042 0.0 57.603 0.241 Vel = 3.62
503 0.0 6.357 E 17.603 60.000 35.175
to 120.0 0.0 17.603 0.0
504 357.79 0.0042 0.0 77.603 0.324 Vel = 3.62_
504 0.0 6.357 E 17.603 13.000 35.499
to 120.0 0.0 17.603 0.0
505 357.79 0.0042 0.0 30.603 0.128 Vel = 3.62
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK Engineers Page 9
Watts Water Technologies-Training Center Date 8/21/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
505 0.0 6.357 2E 35.205 66.000 35.627
to 120.0 0.0 35.205 -0.866
506 357.79 0.0042 0.0 101.205 0.423 Vel = 3.62
506 0.0 6.357 4E 70.411 30.000 35.184
to 120.0 B 12.573 82.984 5.197
507 357.79 0.0042 0.0 112.984 0.472 Vel = 3.62
507 0.0 6.357 B 12.573 13.000 40.853
to 120.0 5E 88.014 100.587 0.0
508 357.79 0.0042 0.0 113.587 0.475 Vel = 3.62
508 250.00 6.357 S 40.235 7.000 41.328 Qa =250
to 120.0 Fsp 0.0 40.235 1.000 ** Fixed Loss = 1
PUMP 607.79 0.0111 0.0 47.235 0.526 Vel = 6.14
0.0
607.79 42.854 K Factor= 92.84
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
COMcheck Software ri4.0.1
Interior i i Certificate
Project Information
Energy Code: 2012 IECC
Project Title: Watts Water Technologies-Training Room
Project Type: Alteration
Construction Site: Owner/Agent: Designer/Contractor:
815 Chestnut Street Samang Phon
North Andover, MA RDK Engineers
200 Brickstone Square
Andover, MA
Allowed Interior Lighting Power
A B C D
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts/ft2 (B X C)
1-Common Space Types:Classroom/Lecture/Training 1997 1 .30 2596
2-Common Space Types:Corridor/Transition 1864 0.70 1305
3-Common Space Types:Electrical/mechanical 992 1 .10 1091
4-Common Space Types:Restroom 318 1 318
5-Common Space Types:Lobby 808 1 .10 889
6-Common Space Types:Laboratory for medical/industrial/research 2638 1 .80 4748
7-Common Space Types:Storage 303 0.80 242
8-Common Space Types:Lounge recreation 250 0.80 200
Total Allowed Watts= 11390
Proposed Interior Lighting Power
A B C D E
Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Common Space Types:Classroom/Lecture/Training (1997 sq ft)
LED 1:LT1:2'X2'LED Troffer:Other: 1 31 34 1054
Common Space Types:Corridor/Transition (1864 sq ft 1
LED 1 copy 1:LT1:2'X2'LED Troffer:Other: 1 16 34 544
LED 5:AR1:6"LED downlight:Other: 1 4 12 47
LED 8:LT2:Linear pendant LED:Other: 1 17 39 663
LED 13 copy 2: P2: Pendant cylinder LED:Other: 1 11 23 255
Common Space Types:EIectrical/mechanical (992 sq.ft.)
LED 9:LT4:4'Lensed LED strip:Other: 1 15 28 420
LED 5 copy 2:AR1:6"LED downlight:Other: 1 2 12 24
Common Space Types:Restroom (318 sq.ft.)
LED 1 copy 2:LT1:2'X2'LED Troffer:Other: 1 10 28 282
LED 5 copy 2:AR1:6"LED downlight:Other: 1 5 12 59
Common Space Types:Lobby(808 sq.ft.)
LED 13:AR2:Pendant cylinder LED:Other: 1 14 23 325
Project Title: Watts Water Technologies -Training Room Report date: 08/27/15
Data filename: Q:\2015\20150277 -WWT Training Center North Andover\0600 Electrical Design\603 Page 1 of 7
Lighting\20150277_Watts Training and Labs_COMCheck.cck
A B C D E
Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
LED 13 copy 2:P2:Pendant cylinder LED:Other: 1 2 23 46
LED 5 copy 3:ARI:6"LED downlight:Other: 1 5 12 59
LED 16:P1:Decorative pendant:Other: 1 1 50 50
Common Space Types:Laboratory for medical/industrial/research (2638 sq ft.)
LED 9 copy 1:LT4:4'Lensed LED strip:Other: 1 38 28 1064
LED 17:Ti:LED track head:Other: 1 18 14 252
Common Space Types:Storage (303 sq ft)
LED 5 copy 1:AR1:6"LED downlight:Other: 1 2 12 24
LED 9 copy 2:LT4:4'Lensed LED strip:Other: 1 8 28 224
Common Space TypesIounge recreation (250 s"ft.
LED 1 copy 3:LTi:2'X2'LED Troffer:Other: 1 2 34 68
LED 5 copy 2:AR1:6"LED downlight:Other: 1 5 12 59
LED 13 copy 1:P2:Pendant cylinder LED:Other: 1 3 23 70
Total Proposed Watts= 5588
s
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the
building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting
systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.1 and to comply with the mandatory
requirements listed in the Inspection Checklist. r
�, -
Name-Title J Signatuee Date
Project Title: Watts Water Technologies-Training Room Report date: 08/27/15
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Lighting\20150277_Watts Training and Labs_COMCheck.cck
COMcheck Software Version
0.1
r
�- A
j� Inspection Checklist
Energy Code: 2012 IECC
Requirements: 0.0% were addressed directly in the COMcheck software
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
2012 IECC� Plan Review Complies? Comments/Assumptions
C103.2 Plans, specifications, and/or ❑Complies
[PR4]1 calculations provide all information ❑Does Not
with which compliance can be
determined for the interior lighting ❑Not Observable'.
and electrical systems and equipment ❑Not Applicable
and document where exceptions to
the standard are claimed. Information
provided should include interior
lighting power calculations, wattage of
bulbs and ballasts, transformers and
control devices.
Additional Comments/Assumptions:
1 ;High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Watts Water Technologies-Training Room Report date: 08/27/15
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Lighting\20150277_Watts Training and Labs_COMCheck.cck
1
2012 IECC: Rough-in Electrical Inspection 1 Complies? Comments/Assumptions
.............. . _.- _......_ .................._........ - ............................
C405.2.2. Automatic controls to shut off all ❑Complies
1 building lighting installed in all ❑Does Not
[EL22]2 buildings. ❑Not Observable'
❑Not Applicable
---- ... .......... -.._..-. .. __........ . _._._.__.. . .. .._...._. ... ----- _.--.._ ....._..... - -
C405.2.1. Independent lighting controls installed ❑Complies
1 per approved lighting plans and all ❑Does Not
[EL23]2 manual controls readily accessible and'❑Not Observable'.
visible to occupants.
❑Not Applicable
_. ___--..... _. .. ....... .... -. - .... .-....-......
C405.2.1. Lighting controls installed to uniformly ❑Complies
2 reduce the lighting load by at least ❑Does Not
[EL15]1 50%.
'❑Not Observable
❑Not Applicable
--- --- ..... _. ...- - ._... . .... _....... __. _
C405.2.2. Daylight zones provided with ❑Complies
3 individual controls that control the ❑Does Not
[EL16]2 lights independent of general area ❑Not Observable
lighting.
❑Not Applicable
C405.2.3 Sleeping units have at least one ❑Complies
[EL17]3 master switch at the main entry door ❑Does Not
that controls wired luminaires and
switched receptacles. ❑Not Observable
❑Not Applicable
C405.2.2. Occupancy sensors installed in ❑Complies
2 required spaces. ❑Does Not
[EL18]1 ❑Not Observable
❑Not Applicable
_.._....__._._..................._......_............. ........_...._....__......_......__..._.__.......... ......._.__.._........
...__._..__....._..---..._..-- ._....._........:_._......_.__._........................_....._..._..._..._......._.....___....__..._........-...._.......__...._......._........_....._..._.._.__..__._._.............__._.....__._...__......
C405.2.2. Primary sidelighted areas are ❑Complies
3 equipped with required lighting ❑Does Not
[EL20]1 controls. ❑Not Observable'
❑Not Applicable
. .._....... _ -._. .. .... _. _....... _.__.
C405.2.2. Enclosed spaces with daylight area ❑Complies
3 under skylights and rooftop monitors ❑Does Not
[EL21]1 are equipped with required lighting
controls. ❑Not Observable
❑Not Applicable
_.. ...........__.. _.... _..__......__._... ...---- - _..... - ._..._—..__........ - _._. .....
C405.2.3 Separate lighting control devices for ❑Complies
[EL4]1 specific uses installed per approved ❑Does Not
lighting plans.
❑Not Observable
❑Not Applicable
C405.3 Fluorescent luminaires with odd ❑Complies
[EL19]3 numbered lamp configurations that ❑Does Not
are with 10 feet center to center(if ❑Not Observable
recess mounted) or are within 1 foot
edge to edge (if pendant or surface ❑Not Applicable
mounted) shall be tandem wired.
- - - -. _.......... ---- - --. .. _ - -- --- _ __1
C405.4 Exit signs do not exceed 5 watts per ❑Complies
[EL6]1 face. ❑Does Not
❑Not Observable
❑Not Applicable
C405.2.3 Additional interior lighting power ❑Complies
[EL8]1 allowed for special functions per the ❑Does Not I
approved lighting plans and is E
automatically controlled and [:]Not Observable
separated from general lighting. ❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 ;Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Pro]ect Title: Watts Water Technologies -Training Room Report date: 08/27/15
Data filename: Q:\2015\20150277 -WWT Training Center North Andover\0600 Electrical Design\603 Page 4 of 7
Lighting\20150277_Watts Training and Labs_COMCheck.cck
1 ;High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3)
Project Title: Watts Water Technologies-Training Room Report date: 08/27/15
Data filename: Q:\2015\20150277 -WWT Training Center North Andover\0600 Electrical Design\603 Page 5 of 7
Lighting\20150277_Watts Training and Labs_COMCheck.cck
2012 1ECC Final Inspection Complies? Comments/Assumptions
C408.2.5. Furnished as-built drawings for ❑Complies
1 electric power systems within 30 days ❑Does Not
;[F116j3 of system acceptance.
❑Not Observable'..
❑Not Applicable
_..... ..._...... ..........
C303.3,C4 Furnished O&M instructions for ❑Complies
08.2.5.2 systems and equipment to the ❑Does Not
[F11713 building owner or designated
representative. ❑Not Observable
'
❑Not Applicable
C405.5.2 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values.
[FI18]1 lighting power is consistent with what ❑Does Not
is shown on the approved lighting
plans, demonstrating proposed watts ❑Not Observable
are less than or equal to allowed ❑Not Applicable
watts.
C408.3 Lighting systems have been tested to ❑Complies
[F13311 ensure proper calibration, adjustment, ❑Does Not
programming, and operation.
❑Not Observable',
❑Not Applicable
C406 Efficient HVAC performance, efficient ❑Complies
[FI3411 lighting system, or on-site supply of ❑Does Not
renewable energy consistent with
what is shown the approved plans. ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3)
Project Title: Watts Water Technologies -Training Room Report date: 08/27/15
Data filename: Q:\2015\20150277 -WWT Training Center North Andover\0600 Electrical Design\603 Page 6 of 7
Lighting\20150277_Watts Training and Labs_COMCheck.cck
Project Title: Watts Water Technologies-Training Room Report date: 08/27/15
Data filename: Q:\2015\20150277 -WWT Training Center North Andover\0600 Electrical Design\603 Page 7 of 7
Lighting\20150277_Watts Training and Labs_COMCheck.cck
A� r
CERTIFICATE OF LIABILITY INSURANCE [f06124/15fYYYY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
CONTACT
PRODUCER
Ph
PRODUCER NAME:
DeSanctis Insurance Agcy,Inc. Fax 781-933-5645 PHONE F
100 Unicorn Park Drive Arc No Exti: AIC,No):
Woburn,MA 01801 E-MAIL
ADDRESS:
PRODUCER
CUSTOMER ID#:WISEC-1
INSURER(S)AFFORDING COVERAGE NAIC#
INSURED Wise Construction Corp INSURER A:Liberty Mutual Insurance COs.
21 East Street INSURER 13;Associated Employers
Winchester,MA 01890 INSURER C:Nautilus Insurance Company 17370
INSURERD:American Insurance Company
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE DD B POLICY EFF POLICY EXP LIMITS
LTR POLICY NUMBER MMIDD/YYYY MM/DD/YYYY
GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00
A X COMMERCIAL GENERAL LIABILITY T62Z11261323025 06/27/15 06/27/16 PREMISES Ea occurrence $ 300,00
CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 10,00
X Per Project Agg PERSONAL&ADV INJURY $ 1,000,00
GENERAL AGGREGATE $ 2,000,00
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00
POLICY X JFCT.7 PRO LOC $
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 11000,00
A X ANY AUTO ASM 1261323015 06/27/15 06/27/16 (Ea accident)
BODILY INJURY(Per person) $
ALL OWNED AUTOS BODILY INJURY(Per accident) $
SCHEDULED AUTOS
PROPERTY DAMAGE $
X HIRED AUTOS (Per accident)
X NON-OWNED AUTOS $
$
X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,00
EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,00
A TH7Z11261323035 06/27/15 06127/16
DEDUCTIBLE $
X RETENTION $ 10,000 $
WORKERS COMPENSATIONWC STATU- OTH-
AND EMPLOYERS'LIABILITY X TRY M _
B ANY PROPRIETOR/PARTNER/EXECUTIVE Y r N CC50050135352015A 06/27/15 06/27/16 E.L.EACH ACCIDENT $ 1,000,00
OFFICER/MEMBER EXCLUDED? ❑N N f A
(Mandatory In NH) MA E.L.DISEASE-EA EMPLOYEE $ 1,000,00
If yes,describe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00
C JPollution Liab CPL201193411 06/27/15 06/27/16 Agg/occur 3mil/1mil
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required)
"ADDITIONAL INSURED LIMITS ARE NO GREATER THAN THOSE REQUIRED BY WRITTEN
CONTRACT." Evidence of Coverage
CERTIFICATE HOLDER CANCELLATION
EVIDE-1
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
EVIDENCE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESEN NE
rl s L�
c 1904-2009 ACORD CO O N. Ail rights reserved.
ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD
Massachusetts - Department of Public Safety
Board of Building Regulations and Standards
Conrotructdon Supen i,ar
CS-097661 " y
ERIC S LIBBY '.
200 JEWETT ST = ";
GEORGETOWN MA 403 " -
;c€tr i r;ioct5 08/09/2015