HomeMy WebLinkAboutBuilding Permit # 6/1/2016 tAORTH
BUILDING PERMIT ��;��",�� ""°ado
TOWN OF NORTH ANDOVER fn
APPLICATION FOR PLAN XAMIINAT[,O
Permlt C.Lit ph4Ta111""Date Issued
IMI ORTANT AUlreant must cornlets all sterns on this are
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TYPE OF IMPROVEMENT PROPOSED USE_ _._.. �____ �
Residential Non- Residential 1
New Building One family
Addition Two or more family E Industrial
Alteration No. of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
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OWNER: Name:
Address:
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ARCHITECT/ENGINEER &YvuP Phone: ��" ��
Address ® j2Z Reg. Na.
FEE SCHEDULE.BULDING PERMIT $12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost:,, , r. „ FEE: $ �
Check No.. w Receipt No
NOTE: hersons contracting wit r unrereel contractors e%not have access totla �uaruaat�llne/
iraur o ,Agerrtft r ,,Signature corractc t -
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Plans Submitted CI Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
TYPE OF SEWERAGE DISPOSAL
Public Sewer El Tanning/Massage/Body Art ❑ Swimming Pools ❑
Well ❑ Tobacco Sales ❑
Food Packaging/Sales ❑
Private(septic tank,etc. ❑ Permanent Dumpster on Site Ll
THE FOLLOWING SECTIONS FOFFICE USE ONLY
INTERDEPARTMENTAL SI N OFF ® U FORM
DATE REJECTED DATE APPROVED
PLANNING VELOPMENT ❑ ❑
COM
ENTS
CONSERVATI N ❑ ❑ ... ., ,
C M M E N TS C� C 1 0� 4 Y. ;9 a'.. 1 � C � ���� ' � +� a''..� _C, _k ...r,.
DATE REJECTED DATE APPROVED
HEALTH ❑ ❑
COMMENTS
Zoning Board of Appeals: Variance, Petition No; Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Seger Connection/Signature & Date Driveway Permit
Located at 384 Osgood Street
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L1 BOARD OF HEALTH
Food/Kitchen
PERMIT T D Septic System
BUILDING INSPECTOR
THIS CERTIFIES THAT ............... .................... ........ . . . ..... .. ................ ..... ... .. ...............
has permission to erect buildings on Foundation
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to be occupied as ...b....11blto. ....effrebi4e.,
.. ...... ...A. .. ..... ...... .. . ........... Chimney
provided that the person accepting this permit shall in every respect confo 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. ljsw 0i
PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
UNLESS CONSTRUC ST Rough
Service
......... .. .. ... ...................................... Final
BUILDING INSPECTOR
GAS INSPECTOR
Occupancy Permit Required t® Occupy Building Rough
Display in s Conspicuous Place on the Premises — ® Not Remove
Final
No
Lathingr all Done FIRE DEPARTMENT
Until Inspected and Approvedthe Building Inspector. Burner
Street No.
Smoke Det.
North Andover MIMAP May 27, 2016
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Interstates Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83,
I Meters Data Sources:The data for this map was produced by Merrimack
SR
NdaTH Valley Planning Commission(MVPC)using data provided by the Town of
Roads �f o r q� North Andover.Additional data provided by the Executive Office of
i"o Easements a, bits a rd�0 Environmental Affairs/MassGIS.The Information depicted on this map is
Parcels L for planning purposes only.It may not be adequate for legal boundary
4 —• definition or regulatory Interpretation.THE TOWN OF NORTH ANDOVER
MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING
1l p THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY
+► i ^ # OF THESE DATA,THE TOWN OF NORTH ANDOVER DOES NOT
ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF
THIS INFORMATION
SACHU5E�
1"=93ftD °
The H.L. Turnor Group Inc.
27 Locke Road phone: (603)228-1122
Concord, NH 03301 fax: (603)228-1126 3
LETTER OF TRANSMITTAL
To: Wise Construction Date: 05/23/2016
21 East Street Project Name: WATTS HQ -National Training Center Project
Winchester, MA 01890 Project#: 4230
Attn: Eric Libby Re: Permit Drawings-Stamped
We are sending the following attached items via UPS Ground:
❑ Plans ❑ Submittals/Shop Drawings X Other
❑ Specifications U Submittals(Other)
COPIES DATE IDENT.NO. DESCRIPTION
3 08/25/2015 24x36 Originals Snow Melt Test Plots-Stamped&Signed Permit Drawings
3 08/25/2015 8.5x11 Initial Construction Control Document-Snow Melt Test
Plots
These are transmitted as checked below:
X As requested ❑ For your approval ❑ Other(see remarks)
F1 For review and comment ❑ For your information ❑ See submittal stamp(s)
emarks:
Signed:
Kevin Kraft
Copy to:
-Page 1-
ni '=a �" �„�1-�. ,f ��` ¢`"�� sY ��; �" ✓1s �' � i- 'tea s 5- w �'rs ..J� :a s
� ^-"'4=
01 IN IN
ENGINEERS
200 Brickstone Square I Andover, MA 01810-1488
P: 978-296-6200 1 F: 978-296-6201 I?DK Undor5tonds Flow Engineering Affects People
LETTER OF TRANSMITTAL
TO: Wise Construction DATE: 5/26/16 PROD.NO: 20160033.00
21 East Street ATTN: Mr. Eric Libby
Winchester, MA 01890 RE: Watts Water Technology
Snow Melt System Test Plot—Permit Pkg.
WE ARE SENDING YOU
Attached ❑ Under separate ❑ via Wise to Pick-up on 5/26/16
Shop drawings ❑ Prints ❑ Plans ❑ Submittal ❑
Specifications ❑ Copy of letter ❑ Change order ❑ Diskettes ❑
Other
COPIES DATE NO. DESCRIPTION
3 sets 5/26/16 1 Permit Drawings
1 set 5/26/16 2 Design Affidavits
1 5/26/16 3 Narrative
1 5/26/16 4 COMcheck
THESE ARE TRANSMITTED AS NOTED BELOW
For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
As requested ❑ Returned for corrections ❑ Return corrected prints
For review and comment ❑ Prints returned after loan ❑
DUE ON:
REMARKS
CC: RDK File
Signed:
If enclosures are not as noted, kindly notify us at
once.
Q:\2016\20160033-W WT Snow Melt Test Plots\0200 Correspondence\202 Transmittals\16 LtrTrans Wise Libby Permit Pkg 5-26.doc
Andover I Amherst I Boston I Charlotte I Durham "vv;";.Idk I eers `)n
Initial Construction Control Document
To be submitted with the building permit application by a
Registered Design Professional
for work per the 8t" edition of the
1b Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technology–Snow,Melt Test Plots Date: May 23, 2016,
Property Address: 815 Chestnut Street North Andover, M
Project: Check(x)one or both as applicable: —New Construction X Existing Construction
Project description: Construction of five(5)new snow melt test areas off back of the Annex Building.
1,Keith 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 [X] Electrical Fire Alarm -NFPA 72 1 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'.
Z
Enter in the space to the right a"wet Y'EJ
or electronic signature and seal: GJGUV_FkE
:E FLFC-IsICAL
t4o 49637
,?r -
Email: kgiguere@rdkengineers.com
Phone number: 978-296-6357
Building official Us Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
To be submitted with the building permit application by a
Registered Design Professional
for work per the 8"' edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technology- Snow Melt Test Plots Date: May 23,2016
Property Address: 815 Chestnut Street,North Andover,MA
Project: Check(x)one or both as applicable: New Construction X Existing Construction
Project description: Construction of five (5)new snow melt test areas off back of the Annex Building.
1,Keith 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. Pei-form 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'.
OF M,,l
Enter in the space to the right a"wet KEITH E,
or electronic signature and seal: GJG10E E
ELECTRICAL cr
No.4%W37
Email: kgiguer
-dkengineers.com
Phone number: 978-296-6357 e@i
Building Official e Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
To be submitted with the building permit application by a
Registered Design Professional
for work per the 8th edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technology–Snow Melt Test Plots Date: Mgy 23,2016
Property Address: 815 Chestnut Street,North Andover, MA
Project: Check (x)one or both as applicable: —New Construction X Existing Construction
Project description: Construction of five(5)new snow melt test areas off back of the Annex Building,
1,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:
I I 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 perforin 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 t1g,,4
,,ll
official a 'Final Construction Control Document'.
VX,
' 2 JEFFP
Enter in the space to the right a wet" FAUC
or electronic signature and sea]: ED FIRE PROTECTION
No.a7"
Phone number: 978-296-6375 Email:jfaucon g( rdken-gineers.com
Building official Use Only
Building official Name: Permit No.: Date:
-C\- Initial Construction Control Document
11'7
To be submitted with the building permit application by a
Registered Design Professional
for work per the 8"' edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technology–Snow Melt Test Plots Date: Mqy 23, 2016
Property Address: 815 Chestnut street,North Andover,MA
Project: Check(x)one or both as applicable: —New Construction X Existing Construction
Project description: Construction of five(5)new snow melt test areas off back of the Annex Buil
1, 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 1 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 buildin ficial a 'Final Construction Control Document'.
OF
Enter in the space to the right a"wet" S ER
ti
or electronic signature and seal: C)
MECHANICAL
W
No,46837
pry ST
Phone number: 978-296-6338 Email: sgueitin@rdkengiiieers.com
Building Official Use Only
Building official Name: Permit No.: Date:
Initial Construction Control Document
To be submitted with the building permit application by a
2
Registered Design Professional
for work per the 81h edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technology—Snow Melt Test Plots Date: Mav 23,2016
Property Address: 815 Chestnut Street,North Andover,MA
Project: Check(x)one or both as applicable: New Construction X Existing Construction
Project description: Construction of five(5)new snow melt test areas off back of the Annex Building.
1, 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 1 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 the build* tial a'Final Construction Control Document'.
Of 41,q
Enter in the space to the right a"wet" 4 SCOTT G.
GUERTIN 'T4
or electronic signature and seal: MECHANICAL
No.46837
oo
Phone number: 978-296-63,38 mail: sguet-tin@rdkengineers.com
Building Official Use Only
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 Technology
Snow Melt Test Plots
ADDRESS: 815 Chestnut Street
North Andover, MA
RDK PROJECT#: 20160033.00
DATE OF ISSUE: May 24, 2016
ty
E GIN .,., E' Re',
Andover ( Amherst ( Boston Charlotte Durham -- -
780 CMR 901.2.1
Fire Protection Systems Narrative Report—May 24, 2016
Project Name:Watts Water Technology Snow Melt Test Plots
RDK Project Number:20160033.00
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 Technology Snow Melt Test Plots
project located at 815 Chestnut Street in North Andover, Massachusetts.
901.2.1 (1)(i) - BASIS (METHODOLOGY) OF DESIGN
Section 1 -Building Description
A. "Use" Group(s)within Scope of Renovation: "B" Business (office).
B. Location &Area of Renovation: 1600 sqft on the Ground Floor.
C. Existing Building Height&Area
1. Height: One (1)story above grade; one (1) story below grade.
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 8"Alterations— Level 3"
527 CMR—Massachusetts State Fire Prevention Regulations
2. Chapter 1 "Massachusetts Comprehensive Fire Safety Code"
3. Chapter 12 "2014 Massachusetts Electrical Code Amendments"
D. 521 CMR—Massachusetts Architectural Access Board
1. Section 40 "Visual Alarms"
Page 1 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—May 24, 2016
Project Name:Watts Water Technology Snow Melt Test Plots
RDK Project Number:20160033.00
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 (2013)—"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. North Andover Fire Department Fire Alarm Order, 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: H.L. Turner, has designed and specified the architectural features to be
constructed, including means of egress, fire resistance construction and interior finish. H.L. Turner
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: Existing features to remain; not affected by scope of renovation.
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.
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
Page 2 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—May 24,2016
Project Name:Watts Water Technology Snow Melt Test Plots
RDK Project Number: 20160033.00
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, etc.
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 Design Methodology
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
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.
Page 3 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—May 24, 2016
Project Name: Watts Water Technology Snow Melt Test Plots
RDK Project Number: 20160033.00
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.
6. In addition, the operation of an existing waterflow switch and/or an existing or new smoke
detector shall initiate building smoke control systems.
C. The operation of an existing 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.
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.
Page 4 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—May 24,2016
Project Name:Watts Water Technology Snow Melt Test Plots
RDK Project Number:20160033.00
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.
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.
Page 5 of 6
780 CMR 901.2.1
Fire Protection Systems Narrative Report—May 24,2016
Project Name:Watts Water Technology Snow Melt Test Plots
RDK Project Number: 20160033.00
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 ENGINEERS4 Ciy
JEFFREY T.
200 BRICKSTONE SQ q Gu,
SUITE 201 FAUCON
FIRE PROTECTION
ANDOVER, MA 01810 No.4720B
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978-269-620016
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twJob Name Watts Water Technologies -Snow Melt
Building FP1.1
Location N. Andover
System 1
Contract 20160033.00
Data File 20160033.00 Watts Sno Melt Calculation.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
RDK ENGINEERS Page 1
Watts Water Technologies- Snow Melt Date 02/12/16
HYDRAULIC CALCULATIONS
for
Project name: Watts Water Technologies.Snow Melt
Location: N. Andover
Drawing no: FP1.1
Date:
Design
Remote area number: 1
Remote area location: Lower Level
Occupancy classification: Light/Ordinary Hazard
Density: .1 -Gpm/SgFt
Area of application: 1602 -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): 607.120-GPM @ 28.315- Psi
Type of system: WET
Volume of dryor 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-Snow Melt Date 02/12/16
City Water Supply: Demand:
C1 -Static Pressure : 82 D1 - Elevation 4.331
C2 - Residual Pressure: 62 D2 -System Flow 357.12
C2 - Residual Flow 500 D2 -System Pressure 28.315
Hose (Adj City )
Hose ( Demand ) 250
D3 -System Demand 607.12
Safety Margin 25.043
150
140
130
P 120
R 110
E 100
S 90 C1
S 80
U 70 C2
R 60
E 50
40
D
12
30
20
10
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-Snow Melt Date 02/12/16
Fitting Legend
Abbrev. Name '/z < 1 1'/< 1'/s 2 2'/2 3 3'/Z_ 4 5 6 8 10 12 14 16 18 20 24
A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0
B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130
T 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-Snow Melt Date 02/12/16
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
101 12.0 5.6 12.37 na 19.7 0.1 144 7.0
102 12.0 5.6 13.22 na 20.36 0.1 144 7.0
103 12.0 5.6 13.12 na 20.28 0.1 180 7.0
104 12.0 5.6 9.88 na 17.6 0.1 176 7.0
105 12.0 5.6 10.55 na 18.19 0.1 130 7.0
106 12.0 5.6 11.72 na 19.17 0.1 120 7.0
107 12.0 5.6 11.49 na 18.98 0.1 120 7.0
108 12.0 5.6 13.1 na 20.27 0.1 132 7.0
109 12.0 5.6 8.22 na 16.06 0.1 60 7.0
109A 12.0 5.6 9.16 na 16.95 0.1 60 7.0
110 12.0 5.6 11.57 na 19.05 0.1 80 7.0
111 12.0 5.6 8.98 na 16.78 0.1 70 7.0
112 12.0 5.6 9.4 na 17.17 0.1 70 7.0
113 14.0 5.6 10.34 na 18.01 0.15 90 7.0
114 12.0 5.6 13.08 na 20.25 0.1 130 7.0
115 12.0 5.6 12.83 na 20.06 0.15 28 7.0
116 12.0 5.6 10.98 na 18.56 0.1 72 7.0
117 12.0 5.6 12.48 na 19.79 0.1 72 7.0
118 12.0 5.6 12.63 na 19.9 0.1 132 7.0
201 13.0 13.46 na
202 13.0 14.16 na
203 13.0 15.4 na
204 13.0 10.99 na
205 13.0 12.49 na
206 13.0 14.71 na
207 13.0 15.76 na
208 13.0 14.13 na
209 13.0 15.32 na
210 13.0 16.45 na
212A 13.0 9.3 na
211 13.0 10.15 na
212 13.0 12.92 na
213 13.0 12.91 na
214 13.0 14.21 na
215 13.0 15.14 na
216 13.0 12.82 na
217 13.0 13.62 na
218 13.0 15.95 na
301 12.0 17.25 na
302 12.0 17.26 na •
303 12.0 17.3 na
304 12.0 17.32 na
305 12.0 17.55 na
306 12.0 16.8 na
501 12.0 19.37 na
502 14.0 21.12 na
503 2.0 26.62 na
504 2.0 26.79 na 250.0
PUMP 2.0 28.32 na
The maximum velocity is 14.2 and it occurs in the pipe between nodes 213 and 214
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK ENGINEERS Page 5
Watts Water Technologies- Snow Melt Date 02/12/16
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 19.70 1.049 1T 5.0 7.000 12.371 K Factor= 5.60
to 120.0 0.0 5.000 -0.433
201 19.7 0.1265 0.0 12.000 1.518 Vel = 7.31
0.0
19.70 13.4_56 K Factor= 5.37
102 20.36 1.049 0.0 5.000 13.216 K Factor= 5.60
to 120.0 0.0 0.0 -0.433
201 20.36 0.1346 0.0 5.000 0.673 Vel = 7.56
0.0
20.36 13.456 K Factor= 5.55
103 20.28 1.049 1T 5.0 4.000 13.120 K Factor= 5.60
to 120.0 1 E 2.0 7.000 -0.433
202 20.28 0.1335 0.0 11.000 1.469 Vel = 7.53
0.0
20.28 14.156_ K Factor= 5.39
104 17.60 1.049 1 E 2.0 8.000 9.878 K Factor= 5.60
to 120.0 1 T 5.0 7.000 -0.433
204 17.6 0.1027 0.0 15.000 1.540 Vel = 6.53
0.0
17.60 10.985 K Factor= 5.31
105 18.19 1.049 1T 5.0 3.000 10.545 K Factor=5.60
to 120.0 0.0 5.000 -0.433
204 18.19 0.1091 0.0 8.000 0.873 Vel = 6.75
0.0
18.19 10.985 K Factor= 5.49
106 19.17 1.049 1 E 2.0 3.000 11.721 K Factor= 5.60
to 120.0 1 T 5.0 7.000 -0.433
205 19.17 0.1204 0.0 10.000 1.204 Vel = 7.12
0.0
_ 19.17 12.492 K Factor= 5.42
107 18.98 1.049 3E 6.0 15.000 11.491 K Factor= 5.60
to 120.0 1 T 5.0 11.000 -0.433
208 18.98 0.1182 0.0 26.000 3.072 Vel = 7.05
0.0
18.98 14.130 K Factor= 5.05
108 20.27 1.049 1 E 2.0 4.000 13.096 K Factor= 5.60
to 120.0 1T 5.0 7.000 -0.433
208 20.27 0.1334 0.0 11.000 1.467 Vel = 7.52
0.0
20.27 14.130 K Factor= 5.39
109 16.06 1.049 1 E 2.0 10.500 8.221 K Factor= 5.60
to 120.0 1 T 5.0 7.000 -0.433
212A 16.06 0.0866 0.0 17.500 1.516 Vel = 5.96
0.0
16.06 9.304 K Factor= 5.27
109A 16.95 1.049 1E 2.0 4.000 9.163 K Factor= 5.60
to 120.0 0.0 2.000 -0.433
212A 16.95 0.0957 0.0 6.000 0.574 Vel = 6.29
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK ENGINEERS Page 6
Watts Water Technologies- Snow Melt Date 02/12/16
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 9.304 K Factor= 5.56
16.95
110 19.05 1.049 3E 6.0 4.000 11.570 K Factor= 5.60
to 120.0 IT 5.0 11.000 -0.433
212 19.05 0.1189 0.0 15.000 1.784 Vel = 7.07
0.0
19.05 12.921- K Factor= 5.30
111 16.78 1.049 2E 4.0 8.000 8.983 K Factor= 5.60
to 120.0 IT 5.0 9.000 -0.433
211 16.78 0.0941 0.0 17.000 1.599 Vel = 6.23
0.0 _10.149 K Factor= 5.27
16.78 -
112 17.17 1.049 2E 4.0 8.000 9.404 K Factor= 5.60
to 120.0 0.0 4.000 -0.433
211_ 17.17 0.0982 0.0 12.000 1.178 Vel = 6.37
0.0 10.149 K Factor= 5.39
17.17
113 18.01 1.049 2E 4.0 11.000 10.338 K Factor= 5.60
to 120.0 IT 5.0 9.000 0.433
213 18.01 0.1072 0.0 20.000 2.143 Vel = 6.69
0.0 12.914 K Factor= 5.01
18.01 -
114 20.25 1.049 0.0 2.000 13.080 K Factor= 5.60
to 120.0 0.0 0.0 -0.433
213 20.25 0.1335 0.0 2.000 0.267 Vel= 7.52 -
0.0 12.914 K Factor= 5.64
20.25 -- --
115 20.06 1.049 3E 6.0 10.000 12.826 K Factor= 5.60
to 120.0 IT 5.0 11.000 -0.433
2.15 __20.06 0.1308 0.0 21.000 2.747 Vel = 7.45 -_-
0.0 15.140 K Factor= 5.16
_ 20.06 _ _ _- -
116 18.56 1.049 2E 4.0 11.000 10.984 K Factor= 5.60
to 120.0 IT 5.0 9.000 -0.433
216 _ 18.56 0.1133 - 0.0 20.000 2.266 Vel= 6.89 --_
0.0
18.56 12.817 K Factor= 5.18
117 19.79 1.049 1 E 2.0 4.000 12.485 K Factor=5.60
to 120.0 0.0 2.000 -0.433
216 _19.79 0.1275 0.0 6.000 0.765 Vel = 7.35 _
0.0
19.79 12.817 K Factor= 5.53
-- -- -
118 19.90 1.049 1 E 2.0 4.000 12.630 K Factor= 5.6
to 120.0 IT 5.0 7.000 -0.433
217 19.9 0.1290 0 0 11.000 1.419 Vel - 7.39 -
0.0 13.616 K Factor= 5.39
19.90
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK ENGINEERS Page 7
Watts Water Technologies-Snow Melt Date 02/12/16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ***`*** Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
201 40.05 1.61 0.0 12.000 13.456
to 120.0 0.0 0.0 0.0
202 40.05 0.0583 0.0 12.000 0.700 Vel = 6.31
202 20.29 1.61 0.0 10.000 14.156
to 120.0 0.0 0.0 0.0
203 60.34 0.1246 0.0 10.000 1.246 Vel = 9.51
203 0.0 2.157 2E 12.307 35.000 15.402
to 120.0 0.0 12.307 0.433
301 60.34 0.0300 0.0 47.307 1.419 Vel= 5.30
0.0
60.34 17.254 K Factor= 14.53
204 35.79 1.38 2E 6.0 9.000 10.985
to 120.0 0.0 6.000 0.0
205 35.79 0.1005 0.0 15.000 1.507 Vel = 7.68
205 19.17 1.38 0.0 10.000 12.492
to 120.0 0.0 0.0 0.0
206 54.96 0.2220 0.0 10.000 2.220 Vel = 11.79
206 0.0 1.61 0.0 10.000 14.712
to 120.0 0.0 0.0 0.0
207 54.96 0.1048 0.0 10.000 1.048 Vel= 8.66
207 0.0 2.157 1 E 6.153 24.000 15.760
to 120.0 1T 12.307 18.460 0.433
302 54.96 0.0252 0.0 42.460 1.072 Vel = 4.83
0.0
54.96 17.265 K Factor= 13.23
208 39.25 1.38 0.0 10.000 14.130
to 120.0 0.0 0.0 0.0
209 39.25 0.1191 0.0 10.000 1.191 Vel = 8.42
209 0.0 1.61 0.0 20.000 15.321
to 120.0 0.0 0.0 0.0
210 39.25_ 0.0562 0.0 20.000 1.125 Vel = 6.19
210 0.0 2.157 1E 6.153 13.000 16.446
to 120.0 1T 12.307 18.460 0.433
303 39.25 0.0135 0.0 31.460 0.425 Vel = 3.45
0.0
39.25 _ 17.304 K Factor= 9.44
212A 33.01 1.049 1 E 2.0 9.000 9.304
to 120.0 0.0 2.000 0.0
212 33.01 0.3288 0.0 -_ 11.000 3.617 Vel = 12.25
0.0
33.01 12.921 K Factor= 9.18
211 33.96 1.049 1 T 5.0 3.000 10.149
to 120.0 0.0 5.000 0.0
212 33.96 0.3465 0.0 8.000 2.772 Vel = 12.61 - -_
212 52.05 2.157 1T 12.307 10.000 12.921
to 120.0 0.0 12.307 0.0
214 86.01 0.0578 0.0 22.307 1.289 Vel = 7.55
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK ENGINEERS Page 8
Watts Water Technologies-Snow Melt Date 02/12/16
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
86.01 14.210 K Factor= 22.82
213 38.26 1.049 0.0 3.000 12.914
to 120.0 0.0 0.0 0.0
214 38.26 0.4320 0.0 3.000 1.296 Vel = 14.20
214 86.01 2.157 1 E 6.153 2.000 14.210
to 120.0 0.0 6.153 0.0
215 124.27 0.1141 0.0 8.153 0.930 Vel = 10.91
215 20.06 2.157 1 E 6.153 2.000 15.140
to 120.0 0.0 6.153 0.433
306 144.33 0.1506 0.0 8.153 1.228 Vel = 12.67
0.0
144.33 16.801 K Factor= 35.21
216 38.35 1.38 0.0 7.000 12.817
to 120.0 0.0 0.0 0.0
217 38.35 0.1141 0.0 7.000 0.799 Vel = 8.23
217 19.90 1.61 0.0 20.000 13.616
to 120.0 0.0 0.0 0.0
218 58.25 0.1167 0.0 20.000 2.334 Vel = 9.18
218 0.0 2.157 1 E 6.153 23.000 15.950
to 120.0 1T 12.307 18.460 0.433
305 58.25 0.0281 0.0 41.460 1.165 Vel = 5.11
0.0
58.25 17.548 K Factor= 13.91
301 60.34 4.26 0.0 10.000 17.254
to 120.0 0.0 0.0 0.0
302 60.34 0.0011 0.0 10.000 0.011 Vel = 1.36
302 54.96 4.26 0.0 11.000 17.265
to 120.0 0.0 0.0 0.0
303 115.3 0.0035 0.0 11.000 0.039 Vel = 2.60
303 39.24 4.26 0.0 2.000 17.304
to 120.0 0.0 0.0 0.0
304 154.54- 0.0065 0.0 2.000 0.013 Vel 3.48
304 144.33 4.26 0.0 11.000 17.317
to 120.0 0.0 0.0 0.0
305 298.87 0.0210 0.0 11.000 -0.231 Vel = 6.73
305 58.25 4.26 1 E 13.167 49.000 17.548
to 120.0 0.0 13.167 0.0
501 357.12 0.0293 0.0 62.167 1.819 Vel = 8.04
-- --
0.0
357.12 19.367 K Factor= 81.15
306 144.33 4.26 1T 26.334 68.000 16.801
to 120.0 0.0 26.334 0.0
304 144.33 0.0055 0.0 94.334 0.516 Vel = 3.25
0.0
144.33 17.317 K Factor= 34.68
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
RDK ENGINEERS Page 9
Watts Water Technologies-Snow Melt Date 02/12/16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
**
501 357.12 4.26 3E 39.501 50.000 19.367
to 120.0 0.0 39.501 -0.866
502 357.12 0.0292 0.0 89.501 2.617 Vel = 8.04
502 0.0 6.357 1A 33.948 16.000 21.118
to 120.0 1E 17.603 57.838 5.197
503 357.12 0.0042 1 Eql 6.287 73.838 0.308 Vel = 3.61
503 0.0 6.357 1 B 12.573 10.000 26.623
to 120.0 1 E 17.603 30.176 0.0
504 357.12 0.0042 0.0 40.176 0.167 Vel = 3.61
504 250.00 6.357 1 Fsp 0.0 7.000 26.790 Qa =250
to 120.0 1S 40.235 40.235 1.000 * Fixed loss = 1
PUMP 607.12 0.0111 0.0 47.235 0.525 Vel = 6.14
0.0
607.12 28.315 K Factor= 114.09
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
~
C����check Software ��ersU�n 4"0"1
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Project Information
Energy Code: 2012 |ECC
Project Title: Watts Water Technology'Snow Melt Test Plots
Project Type: Alteration
Construction Site: Owner/Agent: Designer/Contractor:
8z5Chestnut Street RDKEngineers
North Andover, MA 01845 2008h kstoneSquare
Andover, Mxo1u1u
�
Allowed Interior Lighting Power
A B C o
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts/h2 (BDC) �
1-Common Space Types:Lobby 337 1 .10 371
2'CommnnSpace Types:smmnca/xmoonomnm ^" 1 ... 65
3-Common Space
Types:Stairway mo 0.70 112Total Allowed Watts 548
�
�
Interior ProposedB � D E
A �
Fixture ID : Description/Lamp/Wattage Per Lamp Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Common Space ' �
LED 1:[n8J1s:u'XeUEm:Other: 1 5 34 17eCommon Space �
Types: � 1 uV 28
LED 2:LT4 fLENSED LED STRIP:Other:
Common Space Types:Stairway(160 sq-tJ 1 1 m* ow
LED copy 1:OlE:axu LED:Other:
LED 1 copy�XM:x�u usnO�oc 1 1 a4 n4
LED 5:XM:*WALLMTD LED:Other: 1 1 no uu
Total Proposed Watts 298
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting alteration project represented in this document iaconsistent with the
building plans, specifications, and other calculations submitted with thispermit 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 inthe Inspection Checklist.
COMcheck Software so n 4.0.1
Inspection l t
Energy Code: 2012 IECC
Requirements: 58.0% 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 j Complies? Comments/Assumptions
C103.2 Plans,specifications, and/or DComplies
[PR411 calculations provide all information ❑Does Not
with which compliance can be i❑Not Observable'
determined for the interior lighting
and electrical systems and equipment ;ElNot 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 Technology-Snow Melt Test Plots Report date: 05/23/16
Data filename: Q:\2016\20160033-WWT Snow Melt Test Plots\0600 Electrical Design\603 Page 2 of 6
Lighting\20160033.00_WWTTest Plots.cck
2012 IECC Rough-in Electrical Inspection Complies? Comments/Assumptions
C405.2.2. Automatic controls to shut off all ❑Complies Exception: Lighting controlled by occupancy sensors.
1 building lighting installed in all ❑Does Not
[EL22]2 =buildings. ❑Not observable'
;[:]Not Applicable
C405.2.1. :Independent lighting controls installed ❑Complies Requirement will be met.
1 per approved lighting plans and all i❑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 Exception: Areas that are controlled by an occupancy sensor.
2 reduce the lighting load by at least ❑Does Not
[EL15]1 50%.
❑Not Observable
❑Not Applicable
6405.2.2. Daylight zones provided with ❑Complies Exception: Requirement does not apply.
3 individual controls that control the ❑Does Not
[EL16]2 lights independent of general area ❑Not Observable
:lighting.
❑Not Applicable
C405.2.3 sSleeping units have at least one ❑Complies Exception: Requirement does not apply.
[EL17]3 master switch at the main entry door ❑Does Not
,that controls wired luminaires and ❑Not Observable
switched receptacles.
❑Not Applicable
C405.2.2. :Occupancy sensors installed in ❑Complies Requirement will be met.
2 required spaces. ❑Does Not
[EL18]1 ❑Not Observable
❑Not Applicable
C405.2.2. `.Primary sidelighted areas are ❑Complies Exception: Requirement does not apply.
3 equipped with required lighting ❑Does Not
[EL20]1 controls. ;❑Not Observable
❑Not Applicable
C405.2.2. Enclosed spaces with daylight area ❑Complies Exception: Requirement does not apply.
3 under skylights and rooftop monitors ❑Does Not
[EL21I1 are equipped with required lighting ❑Not Observable
controls. ❑Not Applicable
C405.2.3 Separate lighting control devices for ❑Complies Requirement will be met.
[EL4]1 specific uses installed per approved ❑Does Not
lighting plans.
❑Not Observable'
❑Not Applicable
C405.3 Fluorescent luminaires with odd ❑Complies Exception: Requirement does not apply.
[EL19]3 numbered lamp configurations that ❑Does Not
are with 10 feet center to center(if
recess mounted)or are within 1 foot ❑Not Observable
edge to edge(if pendant or surface ❑Not Applicable
mounted)shall be tandem wired.
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
approved lighting plans and is ❑Not Observable
automatically controlled and
separated from general lighting. ❑Not Applicable
Additional Comments/Assumptions:
1 Hi h Im act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Watts Water Technology-Snow Melt Test Plots Report date: 05/23/16
Data filename: QA2016\20160033-WWT Snow Melt Test Plots\0600 Electrical Design\603 Page 3 of 6
Lighting\20160033.00_WWT Test Plots.cck
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
-- ---...._.._...._—._._.__.....----...._..___._ __......__........._–._._. ----.._...__......._.._____....._ _.___.__---.._..........__...___..___..___....._...
Project Title: Watts Water Technology-Snow Melt Test Plots Report date: 05/23/16
Data filename: Q:\2016\20160033 -WWT Snow Melt Test Plots\0600 Electrical Design\603 Page 4 of 6
Lighting\20160033.00_WWT Test Plots.cck
2012IECC Final Inspection Complies? Comments/Assumptions
._..-....._-..._......
C408.2.5. Furnished as-built drawings for ❑Complies
1 electric power systems within 30 days ❑Does Not
[FI16]3 of system acceptance. ❑Not Observable'
❑Not Applicable
C303 3,C4 Furnished 0&M instructions for ❑Com lies
08.2.5.2 systems and equipment to the ❑Does Not
[FI17]3 building owner or designated ❑Not Observable
representative.
❑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 ❑Not Observable
plans, demonstrating proposed watts ❑Not Applicable
are less than or equal to allowed
_ watts. —
C408.3 Lighting systems have been tested to ❑Complies
[FI33]1 ensure proper calibration, adjustment, ❑Does Not
programming,and operation. ❑Not Observable
❑Not Applicable
C406 Efficient HVAC performance,efficient ❑Complies
[FI34]1 lighting system, or on-site supply of ❑Does Not
renewable energy consistent with ❑Not Observable
what is shown the approved plans. ❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3)
Project Title: Watts Water Technology-Snow Melt Test Plots Report date: 05/23/16
Data filename: Q:\2016\20160033-WWT Snow Melt Test Plots\0600 Electrical Design\603 Page 5 of 6
Lighting\20160033.00_WWTTest Plots.cck
Project Title: Watts Water Technology-Snow Melt Test Plots Report date: 05/23/16
Data filename: Q:\2016\20160033-WWT Snow Melt Test Plots\0600 Electrical Design\603 Page 6 of 6
Lighting\20160033.00 WWTTest Plots.cck
Initial Construction Control Document
-
To be submitted with the building permit application by a
Registered Design Professional
for work per the 8t" edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Snow Melt Test Plots Date: May 23, 2016
Property Address: 815 Chestnut Street,North Andover, Massachusetts 01.845
Project: Check(x) one or both as applicable: New Construction X Existing Construction
Project description: Building renovation for installation& monitoring of new exterior snow melt test plots.
I Harold Turner Jr. MA Registration Number: 30941 Expiration date: 6/30/16,am a registered design prqfessional, and
that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:
Entire Project [X] Architectural [X] Structural I HVAC
I 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:
I. 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'.
Enter in the space to the right a"wet"
H D
or electronic signature and seal: TU R
ST C1
NAIL
Phone number: 603-228-1122 Email:
gblanchette@hlturnencorn or
hturner@hlturner,corn
Building Official Use Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
To be submitted with the building permit application by a
Registered Design Professional
for work per the 8 1h edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project"Title: Watts Water Technologies Snow Melt Test Plots Date: May 23, 2016
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 for installation & monitoring of new exterior snow melt test plots.
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 Conti-actor 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 Conti-actor 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'.
Enter in the space to the right a"wet" S'A
or electronic signature and seal: H
'fu R.
ST GT
10941
;,>;ftNAV
Phone number: 603-228-1122 Email:
gblanchette@hlturner.cotn or
liturner@h1turner.corn
Building Official Use Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
To be submitted with the building permit application by a
Registered Design Professional
for work.per the 8"' edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Snow Melt Test Plots Date: May 23,2016
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 for installation& monitoring of new exterior snow melt test pLots.
I Hai-old 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'.
Enter in the space to the right a"wet"
or electronic signature and seal: H
Tu
ST Ur
..U941
/ST
A
Phone number: 603-228-1122 Email:
gbiaiichetteC(�),IiltLirtier,com or
liturner@h1turner.corn
Building Official Use Only
Building Official Name: Permit No.: Date:
Initial Construction Control Document
To be submitted with the building permit application by a
Registered Design Professional
for work per the 8th edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: Watts Water Technologies Snow Melt Test Plots Date: May 23, 2016
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 for installation&monitoring of new exterior snow melt test plots.
I Harold Turner Jr.MA Registration Number: 30941 Expiration date: 6/30116, 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'.
Enter in the space to the right a"wet" a.
li D
or electronic signature and seal: .;1. TU , R. m
�! ST CT —+
4 30941 O
NAL
Phone
Phone number: 603-228-1122 Email:
gblanchette@hlturner.com or
hturner@hlturiler.com
Building Official Use Only
Building Official Name: Permit No.: Date:
png*1 d1
VA'Alse
CONSTRUGTION
Client: Watts Water Technologies
Project: Snow Melt Test Plots Project
Location: 816Chestnut Street - North Andover, AAA
Date ofEstimate: 24'AAmr'16
Plan Date: 4-Feb'16
Estimate#: B6-022
Estimate Summary
CSI # Trade Cost
02100 Demolition $1.04G
02300 Sihework $19.750
03300 Concrete $17.250
OGOOO Rough/Finish Carpentry NIC
07000 Thermal and Moisture Protection $750
08100 Doors, Frames and Hardware $1.752
08800 Glass& Glazing $1.600
09250 Drywall $4750
00500 Acoustical Ceilings $530
09650 Flooring $1495
09900 Painting $1.584
10100 Specialties NIC
11100 Equipment NIC
12100 Furnishings NIC
15300 Fire Protection $2.255
15400 Plumbing $13.382
15500 HVAC $49.298
16000 Electrical $0.690 �
TOTAL $125,092
Wise Construction - C Libby ~
[| WATTS - ANe [|ODli8kev
The Cotntnonwealth of Massachusetts
DepartmentofIndustrialAccidents
Office of'Investigations
Rl 600 Washington Street
/ Boston, MA 02111
raw , wtvrv,tnass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Infos motion Please Print Legibly
Name (Business/Organization/Individual): Wise Construction —
Address: 21 East Street
City/State/Zip: Winchester, MA 01890 Phone M 781-721-1100
Are you an employer? Check the appropriate box: Type of project(required):
1.❑ 1 am a employer with 4. ® 1 am a general contractor and I 6 ❑ New construction
employees(full and/or part-time).* have hired the sub-contractors
listed on the attached sheet. 7. ® Remodeling
2.❑ 1 am a sole proprietor or partner- These sub-contractors have
ship and have no employees 8. Demolition
employees and have workers'
working for me in any capacity. 9. ❑ Building addition
[Na workers' comp. insurance comp. insurance.$
5. ❑ We are a corporation and its 10.0 Electrical repairs or additions
required.]
3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MCL 12.❑ Roof repairs
insurance required.] t c. 152, §1(4), and we have no
employees. [No workers' 13.nOther
comp, insurance required.]
*Any applicant that checks box#t must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I ran: ren employer that is providing rvorlcers'correpensation insen-arace for nay employees. Below is the policy and job site
information.
Insurance Company Name: DeSantis
Policy#or Self-ins. Lie. #: WCC50050135352015AMA Expiration Date: 6/27/16
Job Site Address: 815 Chestnut Street City/State/Zip: North Andover, MA 01845
Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MCL c. 152 can lead to the imposition of criminal penalties of a
fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DTA for insurance coverage verification.
I do hereby certr render e par �lrp�nalties of*peejwy that the information provided above is true� d correct.
lr � re fy
Date: 05/20/16
Signature: .� .� .,�°`"„ �,�,, � ,.
Phone#:781-721-1100
Official use only. Do not write in this area, to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
1. Board of Health 2.Building Department 3. City/Town Cleric 4.Electrical Inspector 5. Plumbing Inspector
6. Other
Contact Person: Phone#:
%Jr IU- LV
� � H SURANCE DATE(MMIDD/YYYY)
CERTIFICATEI 06/24/15
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).
PRODUCER Phone:781-935-8480 NAME CT
DeSanctis Insurance Agcy,Inc. Fax 7815645 FHONE ac No
100 Unicorn Park Drive -933- A/c No Extl:
Woburn,MA 01801 E-MAIL
ADDRESS:
CUSTOMER IPRODIJR D#:WISEC-1
INSURERS)AFFORDING COVERAGE NAIC#
INSURED Wise Construction Corp INSURER A:Liberty.Mutual Insurance Cos.
21 East Street INSURER 0:Associated Employers
Winchester,MA 01890 INSURER C:Nautilus Insurance Company 17370
INSURER D.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.
ADDL SUB ILTR TYPE OF INSURANCE POLICY NUMBER MMIDDIIYYri MM%DD/YYYY LIMITS
GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00
A X COMMERCIAL GENERAL LIABILITY TB2Z11261323025 06/27/15 06127116 PREMISES Ea occurrence $ 300,00
CLAIMS-MADE I OCCUR MED EXP(Any one person) $ 10,00
X Per Project Agg PERSONAL&ADV INJURY $ 1,000,00
GENERAL AGGREGATE $ 2,000,00
GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00
POLICY X PRO- LOC $
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 11000,00
A X ANYAUTO AS2Z11261323015 06127115 06/27116 (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 LIAR X OCCUR EACH OCCURRENCE $ 10,000,00
EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,00
A TH7Z11261323035 06/27115 06/27116
DEDUCTIBLE $
X RETENTION $ 10,000 $
WORKERS COMPENSATION X T WC NC 0TH-
AND EMPLOYERS'LIABILITY YLIMITS
B ANY PROPRIETORIPARTNERIEXECUTIVE Y/N CG50050135352015A 06/27115 06/27116 E.L.EACH ACCIDENT $ 11000,00
OFFICERIMEMBER EXCLUDED? N N I A
(Mandatory In NH) MA E.L.DISEASE-EA EMPLOYEE $ 1,000,00
If yes,describe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POUCY LIMIT $ 1,000,00
C JPollution Liab TCP L201193411 06/27/15 06/27116 Agg/occur 3mil/1mil
DESCRIPTION OF OPERATIONS!LOCATIONS I 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
EVIDEA
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
c 1906-2009 ACORD CO O N. All 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
License: CS-097661
Construction Supervisor
ERIC S LIBBY
200 JEWETT ST
GEORGETOWN MA 3
r/►tExpiration:
Commissioner 08/09/2017