9 FRANKLIN ST - BUILDING INSPECTION , -
�� �� CtG II I
� 7he Commomvenith of ylassachus�tLs CITY OF
'�/ � Board of BuilJing Regulations and Standards S�LEhI
Massachusntts State 8uilding Code, 780 CMR RevisrJ.Nur 1011
Jing Ptrmit Application To Construct, Repair, Renovate Or Demolish a
One-ar TivaFamily Dwr!ling
This Seaion For.O�oinl Use On '
BuiWing Permit Number: ` Data:A 11eds K �
� � � � .
� �DuilJing OlTiciel(Print Nqme). � ,� . ��,Signoture; '- . Data
--- ` $ELTION C•SITE INFOR�NATION'
� I. Pro erty Addra+s: 1.2.Weuon blap.4c Parcel Numben
� � �✓a,u iCL�u s�. _
� 1.ta Is Ihis an acce ted street? es � no M1faP N�� Puc21 Number ,�, s
i.3 Zooing Informutton: I.d Property Dimenslona: P' t�•i
s �� . .
Zuning Distrid :_�. .. �:PmPoseJ U�� - . . � - - LofArco(s9 8) � - Fronmge(I!) . . � ., � . O c�i
LS Bullding Setbacla(R) _
c � �<
Front Ynrd,... . . .: Side Ynrtb� . � Rear Yard.��.� - ; Nvm
�. .ReyuireJ � Providerl � Requiped '- �P.roviJed ..-._ RequUed��' Proviiled �
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1.6 Wafer Supply:(M.G.L e d0.§Sd) IJ'Fbod Zone Informallon: ' 1.8 Sewage Disposal Systemd Q' m
Zone: _ Ou1sWe F1ood Zone1 Munici' � O On site d'u slem' O '� �
liibllc O Privme� , C6edcU O. : � _. �� -
. .
. . . . SEC'fIOjVI: PROPE�t�'YOWNBR�FIIP�`. :'
; __
2.1 Ow er�of Rec a: S� /e� �/I..1 �/9 �O
. e� _
e(Priny .- . . � . . C'tYe$tate."ZIP� p � � : � _ . . .
�. � ��.....�.. p � . . .. .
o.aml Stmct . Telepl�one � Finail AddnYs
3ECT[ON 3:DESCRtPTION OP PROPOSEI?�VORKs(c6eck n11t6at npply)`
New Constn�ction O Eristing Building O Uwner-0ccupied � .Repairs(s) O Altaation(s) O Addition O
Demolitiun . O AccessoryBldg.O . NumberofUn(n_ Otha O Speeiry:
Briof Description of Proposed 1York�: - , �
SECTfON�:E$1`IbfATED CUiVSTRUCT[ON COST3 .
I�em E3timated Cosb: Oftic(•rl Use Only
Labor m�J�laterinls
I. �uilding 5 1. Bufl9tng Permtt Fee:S indicate how fee is Jeterminai:
2. Elceuical g O StanJnrd CItylfown Appitcatlon Fea
�Tat�l Rroject Cost�(Item 6)x muttiplier s
J. Plumbing S - '�:A Qlher Pees: S
�►.�Icchanical (HVAC) S List: _- - --
5.\(�t;hanic:d (Fire S Total All Fces:S
Su ressiun) - �
- CheckNo. CheckAmounh Cvh.�mount:
G. Tahrl Project Cust: S 3 00 ❑p;��J in Full �OutsMndin�6alunce Due:
��G-.t,.� pE. (p I 7 — g �-d — Z"1 O Z
N�� �l�le._,�.-�. � 5o�r� 5� Ww�r.�ur- S1
Pm� z , �.�� �J
r
SECT(ON 5: CONS'fRUCTtUN SERVICES
5.1 Conslruction Supervisur Licens (CSL)
y/ ��/' y ` � '� � _J� Licrnse Number Espimtion Date�
" N�me/ofCSCtQQQ J 7 ListCSL"typels.�below) -
5/ �Vl �/�f' S�. oC T Descripyon .
Nu.and Street . . YPo'. � �. . „�•�-.�
U Unresirictn! DuilJin u -to35WOcu. 11.
LV �n � � /�� " �/��� R Restricled 1&2F:unii Dwellin
Ci�o�m,Swte,ZIP M Mavo ' �
' RC Roofin Covcrin
WS Window a�ul Siilin
� ' SF Solid Fuel Burning Applimcea
� 1 Insulation
Telc hune Email adJress D Demoliuon
5.2nRegfstered ttome Improvement Contractor(NIC)
'�� � HIC Registration Number E!cpirution Dale
,""� � HIC?Cumpm�y Nome or HIC Regislr�nt Name - .
.-w�
:-y c-i NuYond Sueet Emoi1��lreas
...-
,,�� �
'�'' Ci .!I'o�vn State ZIP Tel one
'.fi�J . . . . . . . . '. ' .
'/ �''' SEGTION 6r�VORKERS'COMPEN9ATION7NSURAdCE AFFIDAVI'F(M.G.I:e.152.g 25C(�}.
M" . Woikers Compensetion Insurance aflidavit must be completed and submitted with th�s applicution. Fniiure to provide
- this;aflidavit will.result in the denial ofthe Isluanx of the building permit
Signed Affidavit Attached? Ya .......... No...........O
SECTION 7o:OWNER AUTHORIT.�I,T,ION.TO BE GOMPLETED.W NEN.'--;' -
O�YNER'S AGENT OR CONT[tAC7'OR APPLIE3 F0l!BUILDING.PERh1IT-
I,as Owner of the subject properly,hereby authorim -
�t9 act on my behalf,in nll matters relutive to work authorind by this building permit application.
Print Owner's N�me(Eleqmnic Signowro) ; . � Dote
SECf1UN 7b:OWNER�OR)�UTHORIZED AGENT D6CWRATION
JUy entering my name below,i hereby uttat under the pains md penalties of perjury that all of the information
contained in this plication is true anA acc te to the best of my knowledge and undentanding.
- � - l- �/=�O/� .
Print O�vnar's or orinJ i\gcnNs Nwne(Elcevonic Signuturc) ��
NOTES:
I. An Owner who obmins a building permit to do his/her own�vork,or an owner who hires nn unregistered contractar
_______._ (not rebistered in the Home Improvement Conuactor(HIC)Progmm};will�i huve access to the arbitmtion
program or gunronty fLnd under�I.G.L.c. I�12A.Other jmportan��nfor-mafto`n on lholilCYrogram—e�eTou�i�
www m:ss.eov,'oca Information un the Construction Supervisor License can be.Cound at w�ow.mass.��ov:Jns
� 2. When substantial work is planned,provide the informotion belo�v:
't'olal tluor area(sq. R.) '} (including gange, tinished basemenVattics,decks or porch)
Gross living area(sq. R.) Hnbitable room count
Number uf fireplaces Numberof beJrooms
vumbrr uf ba�hrooms Number of Ir.Jf/b�ths �
fype uf heaiing system Nwuber uf decks/porches
fype uf couling system CncloseJ Open
i. "foial Project Syu;�re Foomge"may be substituted lor"futal Prqect CosP'
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�'` The Commonwealth ofMassachusetts
Department of Industrial Accidents
, d 1 Congress Street, Suite 100
Boston, MA 02114-2017
�, www.mass.gov/dia
' ��'arkers'Compensation Insurance Affidavih Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITIi THE PERMITTING AUTFIORITY.
Aoolicant Information ( { Please Print Leeiblv
NBTrie (Business/Organization/Individual): �V( C'YR-i/ II��YL, �/A+C-[' tz C�l�
, Address: �_ ( 11 )(� ln u�- �f—
City/State/Zip: L� v� - ���� Phone#: 6 ( � ��� oli� �
Are you an employer?Check[he appropriate box: Typ¢Of P1'OJ¢Ct�fe[�ul�¢f��:
I.�am a employer with � employees(full and/or part-time).• 7. ❑New construction
2.�I am a sole proprie[or or paMership and have no employees working for me in 8. � Remodeling
any capaciry.[No workers"comp.insurance required.]
9. ❑Demolition
3.�I am a homeowner doing all work myselE[No wmkers'comp.insurance required.)1
10❑Building addition
4.❑I am a homeowner arid will be hiring con[ractors to conduc[all work on my property. 7 will
ensure that all contracrors either have workers'compensation insurance or are sole 11.�Electrica]repairs or additions
proprie�ors wan�o emp�oyees. 12.�Plumbing repairs or additions
5. I am a genera]contractor and I have hired[he subcontrac[ors listed on the attached shee[.
❑ 13.�Roof repairs
'Ihese sub-wntracrors have employees and have workers'comp.insurance.I �
6.�We are a coryoration and i[s officers have exercised their righ[of exemption per MGL c. �4.��t}1ei � 1 G
152,§1(4),and we have no employees.[No workers'comp.insurence required.j
'Any applicant that checks box#I must also fill out the sec[ion below showing their workers'compensation policy infovnation.
- t Homeowners who submit this affidavit indicating they aze doing al1 work and then hire outside contractors must submit a new affidavi[indicating such.
IContrac[ors that check this box must a[tached ari additional sheet showing�he name of the sub-conVac[ors and state whether or not[hose entities have
employees. Ifthe sub-contracmrs have employees,they must provide their workers'comp.poliry number.
I am an emp[oyer,that is providing workers'compensation insurance jor my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Si[e Address: -I T ✓A Vi A� �N S f. City/State/Zip: �a.� Q]M "/v I/i 0� ( �
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGL c. 152,§25A is a crimina] violation punishable by a fine up to$1,500.00
and/or one-yeaz imprisonment,as wel]as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby certify un er`the pains a d p nalt'es ojperjury that the information provided above is true and correct.
/ �' ` � Date: � ���
Si a[ure: � �7 ,/l�` � � / �D��
Phone#t� (O��"' ' ' �D���O`
O�cial 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 Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person: P6one#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees.
Purs�ant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,
, express or implied,oral or written;'
An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
of the foregoing engaged in a joint ente�prise, and including the lega]representatives of a deceased employer,or the
receiver or trustee of an individual,partnership,associa[ion or other legal entity,employing employees. However the
owner of a dwelling house having not more than three aparhnents and who resides therein,or the occupant of the
dwelling house of another who employs persons to do maintenance,consfruction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shal]not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6)also states that"every state or Iocal liceusing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealt6 for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally,MGL chapter 152, §25C(7)sta[es"Neither the commonwealth nor any of its political subdivisions shall
enter into any conhact for the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if
necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of
insurance. Limited Liability Companies(LLC)or Limited Liability Parhierships(LLP)with no employees other than the
members or parh�ers,are not required to carry workers' compensation insurance. If an LLC or LLP does have
employees,a policy is required. Be advised[hat this affidavit may be submitted to the Department of Indush-ial �
Accidents for�confirmation of insurance coverage. Also be sure to sign and date the afl7davit. 1'he affidavit should
be retumed to the city or town that the application for the permit or license is being requested, �ot the Deparhnent of
Ind�strial Accidents. Should you have any questions regarding the]aw or if you are required to obtain a workers'
compensation policy,please call the Department at the number listed below. Self-insured companies should enter their
� self-insurance license number on the appropriate line.
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigarions has to contact you regarding the applicant.
Please be sure to fill in the permiUlicense number which will be used as a reference number. In addition,an applicant
that must submit multiple pernvUlicense applications in any given year,need only submit one affidavit indicating current
� policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or -
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
yeaz.Where a home owner or citizen is obtaining a license or permit not related to any business or commercia] venture
(i.e. a dog]icense or permit to burn]eaves etc J said person is NOT required to complete this affidavit.
The DepartmenYs address,telephone and fax number:
The Commonwealth of Massachusetts
Department of Industrial Accidents
1 Congress Street, Suite 100
Boston, MA 02114-2017
Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE
Fax # 617-727-7749
Revised o2-23-15 www.mass.gov/dia -
�RECE�VED �
� Final Construction Control Do��i�t�flW�l. S�Rv���"
� :
: To be submitted at completion of construction by a �j �; �g
� Registered Design Professional �td�b ��� 'b
' � �.°°
for work per the 8'h edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title I 1 Franklin St, Salem , MA Date: 3/15/16 Permit No.
Property Address: I I Franklin St, Salem , MA , MA
ProjecC Check (x) one or both as applicable: New construction X Existing Construction
Project description: Sprinkler system renovation of an existing structure adding a mezzanine
I Jason Kahan P.E. MA Registration Number: 48388 Expiration date: 6/31/16 , am a registered design professionul, and
I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning:
Architectural Structural Mechanical
X �ire Protection Electrical Other:
for the above named project. I, or my designee, have performed the necessary professional services and was present at the
construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work
proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building
permit and that I or my designee:
l. Have reviewed, 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. Have perfonned the duties for registered design professionals in 780 CMR Chapter 17, as applicable.
3. Have been 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 was performed in a manner consistent with the
construction documents and this code.
Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107.
Enter in the space to tl�e right a "wet"or
electronic signature and seal:
Phonenumber: 617-633-3533 Email:jason.kahan(a�prolifesafety.com
13uilding Official Use Onty
k3uilding Ot7icial Name: Permii No.: Date:
1��'P�'(N Of MASs�c�
FJASON M.C. �"aN
g KAHAN �
� FIRE PROTECTION �
o.A8388
Version 06 1 I 2013 . ��"0 ��5��� ����
— — .tONAI . .
C�TY OF SALEIV� MASSAC�IUSETI�S
B�nJcvsra�xr
� 120 WAS�mJG7i0NS7REET,3IDFioOR
T�L(978)7459595 �
FAX(978)7449846
KIIvIBERLEYDRISGt7LL
MAYOR Tr�ras ST.P�xt�
Du�cr�c oF�uc rx�x�r/a�.�nn vc a�ssto�n
Construction Debris Disposa/Affidavit
(required for ail demolition and,.renovation work)
In accordance with the sixth edition of the State Building Code, 780 CMR, Section 111.5 Debris,
and the provisions of MGL c40, 5 54; Building Permit� is issued wiih the
coodition that the debris resuRing from this work shali be d(sposed of in a properly licensed
waste deposit facility as defined by MGL c 111, S 150A.
The debris wiA be transported by: �
✓" D �/r� vi. � � �
(name of hauler)
The debris will be disposed of in: .
(name of facility)
(address of facility)
�
Sign ure of applicant
� - �� -�l�
Date �
- A���� CERTIFICATE OF LIABILITY INSURANCE DATE�MMIDO/nYY)
1/4/2016
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 certifcate does not confer rights to the
certifcate holder in lieu of such endorsement(s).
PRODUCER NAMEACT RalPh L3IDbBLG
Lighthouse Insurance Agency, Ltd PHONE (617)4E4-3777 FAx (61])4fi4-388B
ac No:
470 West Broadway AODR�E55:
INSURER(5)AFFORDING COVERAGE NAIG#
South Hoston MA 02127 INSURERA:JIMCOR A encies
iNsuaeo ir�suReaeMassachusetts Workers Cos ensation
Felipe R36B10 INSURERC:
51 Walnut St INSURERO:
INSURER E:
Lynn MA 01905 INSURERF:
COVERAGES CERTIFICATE NUMBER:CL161429128 REVISION NUMBER:
THIS IS TO CERTIFV THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICV PERIOD
� INDICATEO. NOTWITHSTANDING ANV REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAV BE ISSUED OR MAV PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
� EXCWSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAV HAVE BEEN REDUCED BY PAID CLAIMS.
INSR rypE OF INSURANGE A OL UBR pOLIGV NUMBER MMIDD/VYFF MMI�DDM/XP LIMITS
LTR
X GOMMERCIAL GENERAL LJA8ILITY EACH OCCURRENCE $ 1�000�000
DAMAGETO RENTED 100�000
A CLAIMS-MAOE X OCCUR PREMISES Ea occurrencE $
CSC20000638000 9/13/2015 9/13/2016 MEDEXP(Anyone0erson) S 5,000
. PERSONALBADVINJURV g 1�000,000
GEN'LAGGREGATELIMITAPPLIESPER: GENERALAGGREGATE $ 2,000,000
POLICY� PR� � LOC PROOUCT$-COMP/OPAGG s z,000,000
JECT
OTHER: 5
AUTOMOBILELIABILITY COMBWEOSINGLELIMIT �
ea accitlem
ANV AUTO BODILV INJURV(Per Oerson) S
ALLOWNEO SCHEDULED BODILVINJURV(Peraccident) $
AUTOS NON-0WNED PROPERTV DHMAGE $
HIREDAUTOS AUTOS Peraccitlen�
$
❑MBRELLALIAe OCCUR EACH OCCURRENCE $
EXCE55 LIAB CLAIMS-MAOE AGGREGATE S
DED RETENTION$ $
WORKERS COMPENSATION
AND EMPLOVERS'LIABILITY ��N STATUTE ER
ANY PROPRIETOILPHRTNERIE%ECUTrvE ❑ N�A E.L EACH ACCIDENT $ 100 000
H OFFICER/MEMBERE%CW�E�9
(ManEatoryinNN) OG19236-1-15 '1/29/2015 0/29/2016 EL.�ISEASE-EAEMPLOVE $ 100 000
Ir yes,eescn�e under
� DESCRIPTIONOFOPERATIONSbelow ELDISFASE-POLICVLIMIT $ 500 000
OESCRIPTION OF OPERATIONS I LOCATIONS/VEHIGLES (ACORU 101,Atltli�lonal Xemarks Schetlule,may Ea attachetl if more s0ace Is requiretl)
Certificate Holder is also Additional Insured.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANV OF THE ABOVE DESCRIBED VOLICIES BE CANCELLED BEFORE
CiL]� OF Salem THE EXPIRATION �ATE THEREOF, NOTICE WILL BE DELIVERED IN
PllI]Z1C Properties DEPt. ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
Brian Boucher/JACK
OO 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD
INS025 r�mann
_,
_ o���.�N pF��cyG
Fire Protection System Narrative Report � �ONCATRLFO �,
� �
FIRE PR07EC710N m
ServePro Office Fitout " '
G'1STER �
11 Franklin St. Salem, MA �"'4L
12/31/15
This document addresses the specific fire protection aspeds to the existing construction of a multi use
commercial building located at 11 Franklin St.Salem, MA and generelly addresses the site access
conditions.
1. Basis of Design,Sequence of Operetion and Testing Criteria
a. Basis of Design
i. Building Description
a. Scope of Work Area: 900 Square Feet
b. Principal use group: B Business
c. Construction is Type III-B
ii. Scope of work
1. Modify the existing sprinkler system to provide sprinkler coverege to
the 1a`floor office being renovated.
2. Applicable Laws, Regulations and Standards
a. The Massachusetts General laws (Chapter 148: Fire Prevention)
b. The Massachusetts State Building Code, 8eh Edition (7&0 CMR Chapter 9)
c. Board of Fire Prevention and Regulation (527 CMR Chapter 24: Fire Warning Systems
Installed in Buildings within the Commonwealth of Massachusetts)
d. NFPA 72, 2010
e. NFPA 13, 2013
3. Sprinkler System
a. The building will have a new sprinkler system installed per fdFPA 13 and per CMR 780
Chapter 9
b. Sprinkler spacing and position shall be per NFPA 13 130 SF for OH and 168 Sf for light
hazard
c. The sprinkler system is supplied by an existing 6" DI fire service provided by others, with
a 6" backflow preventer and 6" dry alarm vlave
d. The sprinkler system is to be monitored by a separate flow/pressure switch and must be
confirmed
e. The flow switches and tamper switches shall be conneded the fire alarm control panel.
1
,1
4. Testing Criteria
a. Generef
i. The contractor for both sprinkler and fire alarm shall be responsible for the
coordination of all required acceptance testing and shali schedule a meeting
with the fire inspector for review and verification at least five days in advance of
the test acceptance date.
ii. All fire protedion systems applicable to the building shall be pre-tested for
proper operation.
iii. The fire protection systems shall be tested as a system with all equipment �eady
for operation.
iv. The foilowing personnel shall be on site the day of testing with one set of
individual as-built drawings for each FP system if applicable.
1. General Contractor
2. Fire Protection Engineer of Record
3. Sprinkler contrector if applicable
4. Fire alarm contrector if applicable
v. The Fire Department shall direct and witness all testing
vi. The following test shall be performed with all equipment and devices to be
tested on NEW installations.
1. Sprinkler flow, inspectors test valve
2. Tamper switches
3. Main drain
4. Fire alarm system including: each device, wiring supervision,wiring
con�ection. Proper mounting of equipment, notification appliance,
related control features, central station connection shall be checked.
5. Verification of fire stopping
6. Verification of equipment function signs, charts, tags.
b. Sprinkler system
i. The sprinkler system shall be tested per NFPA 13-2013 including 200 PSI
hydrostatic testing when required.
c. Fire Protection Signaling System
i. All fire protedion systems shall be tested with all equipment ready for
operation. The following testes shall be performed with all equipment and
devices to be tested:
1. Control equipment
2. Batteries
3. Control panel trouble signals
4. Conductors
2
�
5. Initiating devices
6. Alarm notification devices
d. Buiiding and site Access
i. The primary emergency vehicle access point is on Franklin St.
ii. The main entry is located on Franklin St.
e. Fire Hydrants
i. Existing hydrants are on site and are to be confirmed to be in working
conditions
f. Type/description and design layout of the automatic sprinkler system
i. The new sprinkler system will be installed per NFPA 13.
1. Spacing of sprinkier heads less than 16x16 FT residential
2. Sprinkler heads a�e quick response
3. The addition of sprinkler heads can still support the hydraulic
information.
4. The system is Light Hazard and the entire office has been hydreulically
calculated.
ii. Automatic sprinkler system control equipment location
1. The sprinkler system zones will remain the same.
iii. Fire department connection is existing to remain
iv. Type,description and design layout of the fire protective signaling system
1. Local fire alarm system. To be field verified by Fire alarm contractor
2. All supervisory and trouble signais are to be relayed to a centrel station
service provider.
3
CALCULATION SUMMARY '
Project Name:SERVEPRO OFfICE FITOUT Project Loca4an: -11 FRANKUN ST. �.
Drowing No.: CiTy: SALEM, MA 01970
Design Areas
Design Area Calc. Mode Occupancy Area of Totai Water Pressure� Min. Min. Min. Calculated Mose Margin To
Name (Model) Application Snurce Density Pressure Flow Xeads Streams Source
�R') �9Pm) �Psi) l9Pm/ft�) �PS�) �9Pm) � �9Pm) �PS�)
1 Demand(HW) LIGHT 1848 309.6 Required 0.1 9 16.8 SS 100 54 �
28.9
. o���tM OF�CyG �
F JASON CATALFO m
p KAFIAN
O FIRE PROTECiION �
N .
Ql8T£a
aP/AL
12/31/15
File:ServePro FP t 1 1275.sv$
Dat¢ 12131/2015 Copyright m 2002-2012 Tyw Pire Protection Products Pege 1
HYDRAULIC CALCULATIONS
for '
� Job Information
Project Name:SERVEPRO OFFICE FITOUT
Contred No.: City: SALEM, MA 61970
Project location: 11 FRANFfLIN ST. Date: 12/31/2015
Contractor Information
Name of Contractor.
Address: City:
Phone Number: E-mail:
Name ot Designer: JK
Authoriry Having Jurisdiction: SFO
Design
Remoie Area Name t
Remote Area Location OFFICE
Occupancy Classi8cation LIGHT
Density(gpmlfNJ 0.1
Area of Applieation(tt') 1848
Coverege per Sprinkler(R') 168
Number of Calculated Sprinklers 11
In-Rack Demand(gpm) 0
Speeial Heads
Hose Streams(gpm) 100
Totai Water Required(inG. Hose Streams)(gpm) 309.6 �
Required Pressure at Source(psi) 28.9
Type of System Dry
Volume-Downstream DPV (gal) 130.8 gal
, Water Supply Information
Date 10730l15
Location TEST DRAIN
Source W 1
Notes
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Job:SERVEPRO OFFICE FITOUT Node Labels: �OB ' �
Pipe Labels: OH
Diagram for Design Area : 1
(Ontimized Hvdraulic Simnlifiedl
�,
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Job:SERVEPRO OFFICE FITOUT
Hydraulic Analysis for : 1
� Calculation Info
Calculation Mode Demand
Hydraulic Model Hazen-Williams
Fluid Name � Water @ 60F (15.6G)
Fluid Weight, (Ib/R3) NJA for Hazen-Williams wtculation.
Fluid Oynamic Viscosity, (Ib•s/Rz) N/A for Hazen-Williams cafculation.
Water Supply Parameters
Supply 1 :W t Flow(gpm) Pressure(psi)
0 85
500 80
Supply Analysis
Residual Available
Static Pressure Flow Total Demand Required Pressure
Node at Source Pressure Pressure
(P5�) (P5�) (9Pm) (��) (9Pm) (P5�)
WS 85 80 500 84 3Q9.6 28.9
Hoses
Inside Hose Flow I SGndpipe Demand(gpm)
Ouiside Hose Flow(gpm)
Additional Outside H�e Fiow(gpm) 100
Other(wstom deTined) Hose Flow(gpm)
""'�""'-'---------'--"""""""""'-------------"""""""""""'-'--
7otal Hose Fiow(gpm) 100
Sprinklers
Ovehead Sprinkler Flow(gpm) 209.6
InRack Sprinkler Flow(gpm) 0
Other(cusMm defined)Sprinkler Flow(gpm) 0
""""""""""""""""""""""...�.."""""""""""""""""
Total Sprinkier Flow(gpm) 209.6
Other
Requiretl Margin oi Satety(psi) 0
Wt -Pressure(psi) 28.9
� W t -Flow(gpm) 209.6
Demand wfo System Pump(s) NIA -
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Date t?J31l2015 CopyriBht O 2002-2012 Tyco Fire Protection Producfs Page 4
Job:SERVEPRO OFFICE FITOUT ' .
Hydraulic Analysis for : 1
� Suppiy � System Demand f Add.Out. Hose
S1 ,
_ . � _- — 2
77. 94
_. �. ._. _._. ,w.,..r.........w._.......�
80
' 70
_»,M»...».�,..»�. �
60
�
�
�
50 ��
40
D2 D3 A�= �
_, .M.�, _....�
30
20
D1
0
0 200 300 400 500 600
Flow, gpm
File:ServePro FP_1_t_1275.svb
Date 12/31/2015 Copydght�20024012 Tyoo Fire Protection Products Page 5
Job:SERVEPRO OFFICE FITOUT
Hydraulic Analysis for : 1
Graph Labels
Label Description Values
Flow (gpm) Pressure (psi)
St Supplypoint#1 -Sptic 0 85
S2 Supply point#2-Resitlual 500 80
D1 Eievatlon Pressure 0 6.1
D2 System Demand 209.6 28.9
D3 System Demand+Add.Out.Hose 309.8 28.9
Curve Intersections 8� Safety Margins
Curve Name Intersection Safety Margfn
- Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm)
Supply 81.7 400.4 54 309.6
Open Heads
. Require0 Calculated
. Head Ref. Head Type COverage K-Factor
Density Flow Pressure Density Flow Pressure
�R') �9Pm/Gsi�/z) �9Pm/ft°) (9Pm) �GS�) �9Pm/R°) �9Dm) �GS�)
51 Overhead Y68 5.6 0.1 16.8 9 0.1 16.6 9
Sprinkler
S10 Overhead 168 5.6 0.1 16.8 9 0.121 20.4 13.2
Sprinkler
S11 Overhead 168 5.6 0.1 16.8 9 0.122 20.5 13.4
Sprinkler
SZ overhead 166 5.6 a.l 16.8 9 0.1 16.8 9
Sprinkler
53 Overhead 168 5.6 0.1 16.8 9 0.10� 18 10.3
Sprinkler
54 Overhead 168 5.6 0.1 16.8 9 0.11 18.5 10.9
Sprinkler
55 Ovefiead 168 5.6 0.1 16.8 9 0.111 18.6 11.1
Sprinkler
56 Ovefiead 168 5.6 0.1 16.8 9 0.115 19.3 11.9
Sprinkler
S� Overhead 168 5.6 0.1 16.8 9 0.116 19.5 12.1
Sprinkler
58 Overhead y68 5.6 0.1 16.8 9 0.122 20.5 13.4
Sprinkler
59 Overhead 168 5.6 0.1 16.8 9 0.123 20.6 13.6
Sprinkler
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Job:SERYEPRO OFFICE FITOUT Hydreulic Caicula6ons!Fluid Delivery Time Malysis
_ Node Data
- Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres.
. Elev Hgroup Open/Closed Overdixharge Density Elev. Pres. Req. Discharge
m si�h 9Pm ft� psi psi
ft 9P /P � 9Pm 9Pm/h� Ps� 9Pm
� 51 Ovefiead Sprinkler 5.6 16.8 168 9 9
9 HEAD Open 0 0.1 -6.1 16.8
. S2 Overhead Sprinkler 5.6 16.8 168 9 9
� 9 HEAD Open 0.0 0.1 -6,1 16.8
53 Overhead Sprinkler 5.6 18 � 168 16.3 9
9 HEAD Open 1.2 0.107 -6.1 16.8
54 Overhead Sprinkler 5.6 18.5 168 10.9 9
9 HEAD Open 1.7 0.11 -6.1 16.8
' S5 Ovefiead Sprinkler 5.6 18.6 168 ii.r 9 �
' 9 HEAD Open 1.8 0.111 -6.1 16.8
S6 Overt�ead Sprinkler 5.6 19.3 168 11.9 9
9 HEAD Open 2.5 0.115 -6.1 16.8
57 Overhead Sprinkler 5.6 19.5 168 12.1 9
9 HEAO Open 2.7 0.116 -6.1 16.8
S10 Overhead Sprinkler 5.6 20.4 168 13.2 9 .
9 HEAD Open 3.6 0.121 -6.1 16.8
SS Overhead Sprinkler 5.6 20.5 168 13.4 9
9 HEAD Open 3.7 0.122 -6.1 16.8
SS1 Overhead Sprinkler 5.6 20.5 168 13.4 9 �
9 HEAD Open 3.7 0.122 -6.1 16.8
59 Overhead Sprinkler 5.6 20.6 168 13.6 9
� 9 HEAD Open 3.8 0.123 -6.1 16.8
� 23 Node 9.8
9 NODE -6,1 �
22 Node 11.2
� 9 NODE -6.1
20 Node 11.6
� 9 NODE -6.1
. 18 Node 12.6
9 NODE -6.1
OS Node 14
9 NODE -6.1
03 Node 14.2
9 NODE -6.1
OS Node 15
9 NODE -6.1
10-I Node 16.2
YS NODE -SO
SO-O Node 16.3
18 NODE � -10
07 Node 19.9
9 NODE -6.1
13-I Node 22.9
3 NODE -3.5
13-0 Node 25.3
3 NODE -3.5
SS Node 28.8
-5 NODE 0
W 1 Supply -209.6 28.9
-5 SUPPLY 0
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Date 12/31/2015 Copyright 0 2002-2012 Tyco Fire Pmtec6on Products Page 7
Job:SERVEPRO OFFICE FlTOUT Hydraulic Calculations �
PIPE INFORMATION
� Node 1 Elev 1 K-Factor i Flow added (q) Nominal ID Flttings L C factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
� T frict(Pf)
�ft) �9PmlPsiY:) �9Pm) ���) �R) ��) �PS�) �PS�)
Path No: 1
51 9 5.6 16.8 1 ix(us.Tee-Br)=3.56 2.81 �100 9
23 9 16.8 1.049 3.56 0.1316 0
6.38 0,8
23 9 16.8 1.5 SO 100 4.8
53 9 5.6 33.6 1.68 0 0.048 0
10 0.5
53 9 5.6 18 1.5 ix(us.Tee-Br)=�.02 1.26 100 10.3
22 9 51.6 1.68 7.02 0.1061 0
6.28 0.9
22 9 0 2 11.6 100 11.2
20 9 51.6 2.157 0 0.0314 0
11.6 O.a
20 9 3�.2 2 12.25 100 11.6
18 9 88.8 2.157 0 0.0858 0
12.25 1.1
18 9 38.8 2 ix(us.Tee-Br)=8.�7 5.39 100 12.6
OS 9 12J.6 2.157 8.77 0.168 0
, 14.16 2.4
OS 9 82 2 2x(us.90)=8.77 2.92 100 15
07 9 209.6 2.157 8.77 0.4211 0
11.7 4.9
07 9 0 6 ix{coupling)=0.9 51.74 100 19.9
10-I 18 209.6 6.357 ix(us.90)=12.55 40.34 0.0022 -3.9
, ix(us.Tee-Br)=26.89 92.09 D.2
10-I 18 - 0 6 1.33 0 16.2 OPV-1
10-0 18 209.6 0 0 0.0376 0 ***
1.33 0.1
10-0 18 0 6 ix(coupling)=1.26 19.89 120 16.3
13-I 3 209.6 6.357 2x(us.90)=35.21 36.46 0.0016 6.5
56.36 0.1
13-I 3 0 6 3.04 0 22.9 AmesC200H
13-0 3 209.6 0 0 0.�872 0 ***
3.04 2.4
13-0 3 0 6 2x(us.90)=35.21 8.64 120 25.3
� 15 -5 209.6 6357 35.21 0.0016 3.5
43.84 0.1
15 -5 0 6 ix(us.90)=24.19 71.28 140 28.8
W1 -5 209.6 6.4 24.19 0.0011 0
95.48 0.1
W I 28.9
Path No: 2
52 9 5.6 16.8 11x(us.Tee-Br)=3.56 2.6 100 9
23 9 16.8 1.049 3.56 0.1319 0
6.17 0.8
23 9.8
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Job:.SERVEPRO OFFICE FITOUT Hydraulic Calculffibns�
PIPE INFORMATION
Path No: 3
54 9 5.6 18.5 1.5 10 S00 10.9
55 9 5.6 18.5 �1.68 0 0.0159 0
10 0.2
SS 9� 5.6 18.6 1.5 ix(us.Tee-Br)=7A2 1.26 Y00 11.1
20 9 37.2 1.68 7.02 0.0577 0
8.2& 0.5
20 11.6
Path No: 4
56 9 5.6 19.3 1.5 30 100 11.9
57 9 5.6 19.3 1.66 0 0.0172 0
SO 0.2
SJ 9 5.6 19.5 1.5 ix(us.Tee-Br)=7.02 1.26 100 12.1
18 9 38.8 1.68 7.02 0.0626 0
8.28 0.5
18 12.6
Path No: 5
510 9 5.6 20.4 1.5 10 lOD �13.2
511 9 5.6 20.4 1.68 0 0.0169 0
10 0.2
511 9 5.6 20.5 1.5 lx(us.7ee-Br)=7.02 1.26 100 13.4
Ol 9 40.9 1.68 7.02 0.0688 0
8.28 0.6
O1 9 0 2 9.38 100 14
03 9 40.9 2.157 0 0.0204 0
9.38 0.2
03 9 41.1 2 ix(us.Tee-Br)=8.]� 2.44 S00 14.2
OS 9 82 2.157 8.77 0.0741 0
11.22 0.8
OS 15
Path No: 6
S8 9 5.6 20.5 1.5 10 100 13.4
54 4 5.6 20.5 1.68 0 0.0192 0
10 0.2
59 9 5.6 20.6 1.5 ix(us.Tee-Br)=7.02 1.26 S00 13.6
03 9 41.1 1.68 7.02 0.0697 0
8.28 0.6
03 14.2
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 18.4 R/s occurs in the foliowing pipe(s): (07-05)
*** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed witli
this report, it will appear below, The length of the device as shown �in the table above comes from Me CAD drawing. The friction
loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internai ID and C Factor values
� are irrelevant as the device is�not represented.as an addition to any pipe, but is an individual item whose loss/9ain is based
� soleiy on the curve data. �
File:ServePro FP 1 1 1275.sv$
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Job:SERVEPRO OFFICE FITOUT Devke Grapbs
Pressure vs. Flow Function
• Design Area: 1; Supply Ref.:Wi; Suppiy Name:W1
95
90
85
80
75
70
y b5
a 60
� 55
7
�y 50
� 4$
a
40
35
30
25
?0
15
10
5
0
o w e o 0 0
ry M p v�i
Flow,gpm
Pressure Loss Function
Design Area: 1; BFP Ref.: 43 (AmesC200H, Size = &); Inlet Node: 13a; Outlet Node: 13-0
�o.zs
9.22
&.22
'�p 722
G
m
� 6.22
�
m
� 5.22
a
A.32
3.2� 2.4 psi�209.6 gpm
z.zz
�.zz
o.zz
� S o � S o � S m S = S o
' N N t�l K �/1 b f� O� O N
Flow,gpm
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Job:SERVEPRO OFFICE FITOUT Device Graphs
Pressure Loss Function
� Design Area: 1; DPV Ref.: 4? (DPY-1, Size = 6); Inlet Node: 10a; Outlet Node: 10-0
8.9
7.9
6.9
.�
� 5.9
L
�
�
d 4.9
i
a
3.9
2.9
1.9
ov '
0 o e o o g 'o 0 0 0 0
n �n a m o a ry M
- - H r
Flow,gpm
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�
� Commonweatth of Massachusetts
. Department of Public Safe[y .
Sn:nkler Cor.trscto.-� !�� -
License: SC 210063 �
. aVtiETTS pE, �
. Fetipe D Itabelo >� .� �,�
� 51 WamutStreet�2 ��S �
' Lyen Mq 01905g r
<
r
Y �c�.
' J�i�„�7�.�1'Iflnd .
Cw�missioner �P�ration:
08/17/2076
,
� . __
� _ _
I � ... . .. ...w.�. �..
-- — _ �
� E �IERA � �IOTES : � � �
W W '� '��
ALL NEW PIPING TO BE HYDR05TATICALLY TESTED AT NOT LESS THAN 2�0 PSI = �.. � � " �
z a cfl
FOR 2 HOURS, OR AT 50 PSI IN EXCESS OF THE M�XIMUM PRESSURE, WHEN THE ~ `� Q � ,--. I
W � � o �
MAXIMUM PRESSURE TO BE MAINTAINED IS IN EXCESS OF 150 PSi, PER N.F.P.A. 13. �� '
� �- o � �
CONTINUES TO WAREHOUSE Q W � � �-'
WNETHER OR NOT INDICATED ON THE DRAWINGS, TH� FOLLOWING ITEM5 ARE TO BE PROVIDED: � �' � o
�{;' `�' INSPECTORS TEST/ � _J � I
INTERMEDIATE TEMP. HEADS IN MECNANICAL SPACES � � Q..
SPARE HEAD CABWET W(TH WRENCH � — LOW POINT ORAIN
PROVISIONS FOR FLUSHING CONNECTIONS AND DRAINING OF ALL PIPE S10 oFF�cE S8 �S6 oFFicE S4 OFFICE ,�y . 23 S1 sTo►��E 5PILLTO �RADE
INSPECTORS TEST CONNECTIQN FOR EACH SYSTEM - � �
; 1 � 1 1
� I i � I � -�-- '
� I
1 1 � 1 � t BATHROOM 1
SPRINKLER SYSTEM PIPING: � � � ,; � �
ALL EXISTING SPRINKLER PIPING TO REMAIN �,� �,�y �� �.� �,� �,� !
NEW 1 " SPRINKLER PIPING SHALL BE BLACK STEEL SCNEDtJLE 40 7 N i N `�� N 7 N � � N � `' ,� ": I
NEW 1 -1/2" AND LARGER SPRINKLER PIPING SHALL BE BLACK STEEL SCHEDULE 10 `� � � ' � �� ` ° , �` !
SPRINKLER SYSTEM DESIGN AND INSTALLATION TO C�ONFORM WITH N.F.P.A. 13 (2013) A,ND THE $th ED. MASS. � i
BUILDING CODE AND ALL OTHER APPLICABLE CODES. - � 5 , �
� � , �
� i .
ALL SYSTEM PIPING TO BE HUNG PER N.F.P.A. 13(2013). � ' 2 � ' � 2i ^ 3 �- g 2 � I
� 1 _ � � ' � 1 ' � �� � ' ` �` � � �
SEISMIC BRACING WILL BE INSTALLED PER N.F.P.A. 1:3(2013). � Af MAiN ENZRANCE
r I
� CONNECTTO EX(ISTING
PLANS ARE SUBJECT TO MINOR DEVIATIONS ARISING FROM FIELD CONDITIONS � � 6" MAIN WITH hVEW �
AND/OR COORDINATION. MINOR DEVIATIONS WILL NOIf AFFECT CODE COMPLIANCE �`� ' E�ISTING SYSTEM RISER � 2" CROSS MAIN Ca�ulationresu�tslorDesignAtea 1 - OFFICE �
This system as shown on company print no dated'12131/15
OR SCOPE OF WORK. TO REMAIN � fw SERVEPROOfFICEFITOUT at 11 FRANKLINST
contract no is desfgned to discharge at a rate of 0•1 gpmltt'(Umin/m°j of floor area over
� . � �� a maximum area of 1848 when supplied with watar at a rate of 205.6 qom at 28.9 osi at the base of the riser, ��..
� � � Hose stream atlowance of is inc(uded'm the above.
OWNER TO PROVIDE ADEQUA7E HEA1" TO ALL AREAS OF' THE BUILDING THAT CON'TAIN �� +3 � , Oceupancydassificatiom. UGHT Numberofheadsflowing: 11 ,
�� � Commodity classificafion: System Type: Dry
�� � Ma�cimum storage height: Mazimum velocity: 78.4 ft!s
WET SPRINKLER PIPING. THE FP CONTRACTOR. WILIL NOT BE HELD LIABLE, NOW, NOR !N THE FUTURE, FOR ANY � � s,o�9ea��e,,,e�,: ,
DAMAGES THAT ARISE DUE TO THE FREEZING, AND �UBSEQUENT BURSTIN� OF WATEft FILLED SP�tINKLER PIPIRfG. �d`���'���� � � Fl�+���-Re�sP�nwe�: o�Pm pressureRequtredatSource: 28.9psi �
Flow from Overhead sprinlders: 209.6 gpm Pressure AvailaWe at Source: 82.9 psi
1� � pp � Ftow trom Inside Hoses: 0 gpm Surplus pressure at Saurce: 54 psi ,,,
�— , � , Ftow from putsfde Hoses: 6 gpm �
(. . Other 8xed 8ows: 0 apm �
SPRINKLERS LOCATED IN CEILINGS WITN SOFFITS ANC� CEfLING POCKETS SNALL BE PLACED IN ACCORDANCE WITH � � Totaltlowinsystempiping: 209.figpm I
� . ._�. � ....� �....�..� .�.._�_.� ....�.,.� �_�...�..� ..� ,�..� � ..� ..� . � �_� ..�...� _�..�..�- i
THE OBSTRUCTION RULES OF N.F.P.A. 13, SECTION &.6.5.1 � '�" � Totsliotallfl�Ubeyondsource: 309.6gpm �
�> o �
�
ALL WIRING Td BE DONE BY OTHERS. � o�� �s�°yG
����1 OP
�� . � JA30N CATALFO �
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