63 JEFFERSON AVE - BUILDING INSPECTION (5) ; - .,�.
� The Commonwealth of Massachusetts
�. Department of Public Safety
��` Massachusetts State Building Code(7S0 CMR)
1 Building Permit Application for any Building other than a One-or Two-Family Dwelling
� � � �. �. � �� ("Phis Section For Official Use Only)� � ��
BuIlding.Permit Numbex: Date Applied: ' '' .Building Officiel: ' ` �' "" � �� � �� -
. � '�SECTION 1:�LOCATION(Please�indicate Block#and Lot#for]ocafions for which a streefaddress is'not available)
� 3 � s a.Ce-�
No.and Str � City/Town Zip Code Name of Building(if applicable)
. � � . .� � SECTION 2:PROPOSED WORK � � � -� � � - �
Edition of MA State Code used�� If New ConstrucHon check here�or check all that apply in the two rows below
Existing Building IB� Repair L9� Alterafion E� Addifion� Demolirion O (Please fill out and submit Appendix 1)
Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify:
Are building plans and/or.construcHon documents being supptied as part of this permit application? Yes No ❑
. Is an Independent Shvctural Engineering Peer Review required? . Yes ❑ No ❑
Brief Descripfion of Proposed Work:
� G'�7L�Y �1 LL. �` i� � ✓ L2 GCQ-a'1L6L-[$.�. CLk: I.�"C2., n'C •
— i
�� SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR -
. �' � � � � - �- � � .�CHANGE IN USE OR OCCUPANCY�� �� � � - � � � � � �
Check here if an ExisHng Building I�vesHgafion and EvaluaHon is endosed(See 780 CMR 34) ❑
Existing Use Group(s): Proposed Use Group(s): �
� - � -� � � �� SECTION 4:BUILDING HEIGHT AND AREA�
Existin Propo ��3
No.of Floors/Stories(include basement]evels)&Area Per Floor(sq.ft.) � ���02 f � `�7�s
Total Area(sq.ft.)and Total Height(ft.) c�, �,G"]h � C��'' �,/v� 7 "
� � - �" SECTION 5:USE GROUP(Check as applicable)� � - - � �� - � � � ..
A: Assembly A-1 � A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ � E: EducaHonal O
- F: Facto - F-1 ❑ F2❑ H: Hi h Aazazd H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑
I: InsHtuHonal I-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-1❑ R-2❑ R-3❑ R-4❑
S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use 0 and please describe below:
Special Use:
� �� , �.. SECTION 6:CON—ST/2UCTION TYPE(Cfieck as applicable) � � � � �� � � � � �
IA ❑ � IB ❑� IIA ❑ IIBLK IIIA ❑ � IIIB ❑ NO � � VA ❑ �VB ❑
���� SECTION 7:SITE INFORMATION (refer to 780 CMR 111.0 for details on each item) � � - -
� Trench Permit: Debris Removal:
Water Supply: Flood Zone InformaHon: Sewage Disposal: Licensed Dis osal Site❑
Public 1� Check if outside Flood Zone❑ Indicate municipal❑ A french will not be P
required O or trench or specify:
� Private❑ or indentify Zone: or on site system❑ Permit is endosed❑ ,
Railroad eight-of-way: Hazazda to Au Navigarion: MA H,istoric Commi�sion.P.eview Process �'
Not Applicable❑ Is Structure within airport approach area? Is their review completed?
or Consent to Build enclosed❑ Yes 0 or No❑ Yes❑ No ❑
. . -�� SECTION S:CONTENT OF CERTIFICATE OF�OCCUPANCY "� �� - - �
Edirion of Code:�Use Group(s):�_ Type of Construcrion: �Q Occupant Load per Floor: /GA'0 �.�=
_ Does the building contain an Sprinkler System?i NO Special Sflpulafions:
� �
_.
� � � � SECTION 9: PROPE2TY 04VNER AUTHORIZATION
Name and Address of Property Owner , � � -
,Bi'���� � �a�C la3.ie�'1eis� C-r �S'a�-in Ol9 ,c�
Nan (Print) No.and Street . City/Town � Zip
Property Owner Contact Informaflon:
�7�i,h/Li1nGL. ✓�e;'� - - ��n - �'S�?- t1lcL.�O ��nhr�r��� me .crn,�
Title Telephone No. (business) Telephone No. (cell) e-mail address -
If applicable,the property owner hereby authorizes .
�9,l��Crxsotx.ych ,-rt _i.3n u/✓e� s� <�,I�u's ,� vi9�3
IVame treetAddress City/Town State Zip.
� to act on the ro er owner's behalf,in a11 matters relaHve to work authorized b this buildin ermit a lication. �
�� SECTION 10:CONSTRUCTION�CONTROL(Please fill out Appendix 2) � - . -
If buildin is less than 35,000 cu.k.of enclosed s ace and/or not under Construction Control thenrheck here O��and ski Section 10.1 �� .
� 10:1 Re 'stered Professional Res onsible fbr Construction Control � � � � � � � �
�1 h �//7 ;/c..�?--� y1�-q�]-� � co r in(�J�2anOCLrC,§,!k.�' r.l�Ov���3
�� Na e(Registrant) Telephone No. e-mail addre�'� egish'afion Number �
' ,�/� �-�ir'-t�9'ls ftl✓'c� c5Y �j(n�f rv�_S�Z�r�'� � � ��
i Street Address City/Town . . �State Zip . Discipline Expiration Date
� 10.2 General Contractor � � - � � - � � - � � "
�'1Qi' S � s C_e e .
Com any Name
�,� iV��,v1�n e � 5' �(n�'5,5�
Name of erson Responsible for Construction License No. and Type if Applicable
/3�� �Szilv.z�.ST �L�Bnv�e�'s ,Q�L� d/i�,3
�St�re�et Add ess p . City/Town q State Zip
I `I�rt-i,i s g c�� /7�-��+-_�l �� t2�C- ��/�7 d.�1 �1» C 1��+'y�j�d—i2J t J' G�i7v�
i
. Tele hone No. business Tele hone Na cell e-mail address
- � �� SECTION 1L•WOf21�EP.S'CC)1�1[EtiSA:TfON 1NSUI:ANCE AFFIDAl'lI'(M.G.L.a 152.§7SC(6)) � �
A Workers' Compensation Insurance Affidavit from the MA Depaztment of Industrial Accidents must be completed and
submitted with this applicafion. Failure to provide this affidavit will result in the denial of the i uance of the building permit.
Is a si ed Affidavit submitted with this a lica6on? Yes�No ❑
� - �. . .. - �. SECTION 12:CONSTRUCTION COSTS AND PERMTT FEE-� -
EsHmated Costs:(Labor � � - ad " � .
Item - �d Materials) Total�onstrudion Cost(from Item 6)_$
1.Building � $ S/ ��y�
Building Permit Fee=Total Construction Cost x_(Insert here
2.Electrical $ ��'�fZIG� appropriate municipal factor)_$
3. Plumbing � �/ p�0 �
4.Mechanical (HVAC) $ 7� �-pp Note: Minimum fee=�y (contact municipality)
5.Mechanical Other $ Endose check payable to �
6.Total Cost $ �tj �y 2_ (contact municipality)and write check number here
"SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT .
By entering ' name below,I hereby attest under the pains and penal6es of perjury that all of the information contained in this
applicafi true an accurate to the best of my knowledge and understanding.
b • t �l, n �rLJ'�cfz.a�f I7d� -�- � & //—ly/
P ea int and si name � Title Telephone No. Date .
- �>L9'l YC-�'.S � O �(�
Stieet Address City/Town State Zip �
. �r , .,�� - - . �. � - . �. � ,•:.,� ��=` � D�
Municipal Inspector to fill ovt this�section upon application approval:
- - . � .. . -� � Name Date
� CITY OF S��1I.E;�I, �'I�1SS.'�CHL'SETTS
. • BLuv�c DEr+ar��'r
� 13�WASHINGTON$TREET,3"�E7.00R
\ �o'�` 'iIEL (97�745-9595
F�►7c(9�8)74Q9846
KI�tBERI.EY DRISCOLL
MAYOR "I1dOMAs ST.P[ExRS
DiRECTOR OF PCBLIC PROPER'IY/Bl'IIDLNG CO�L�RSSIONER
Workers' Compensatioa Insurance Aftidavit: Builders/ContractorslElectricianslPtumben
Analicant Information Plea.4e Print Leeiblv
�lame lausinrss:Orsancza�ionq�ui���duap: �N�h,6�T 1�S l tl�/1 S�'YIJC�h�IY� IJ�Vv4�0.l�1f1 � I �G•
Address: I J� sU�\/(A� ,S�YP('i�'
City/State/Zip: /,l V�lff,4/� � 0�23 Phoae H: � ��" �� �� 90�
Are you an employer?C6ee�k th,,e,appropriate bo:: Type of projeet(require�:
1.�1 am a cmpbya wit6�� 4. 0 I arn a general conhacwr and 1 6. ❑New consstnution
employees(full az�d/m part-time).• have hired the sub-contracwrs
2.0 1 am a sok proprieror or pafaier- 1is�ed on the attached sheet� �• ❑Remodeling
ship and have no employecv These subeonVactors havo 8. ❑Demolition
working for me in any capacity, workers'comp. inswance. g, �IIuilding addidon
[No workers'comp.insurarrce 5. 0 We are¢corpornrion md its
Ry����,� officers have e�cereised the'v �0.0 Etectricat rcpairs or additions
3.0 1 am a homwwncr Joing all work right of exemption pec MGL l 1.0 Plumbing repairs or addiNona
myself.[No woricers'comp. c. 152,§1(4),and we have no �2.�Roof mpaies
insurance rcquired.j f cmployer.s.[No wodcers'
comp. iroeurance required.j 13.0 Otha
•Any applicaM Ihet chtti�s b�M I muet also fill uut the aeclim bclow dwainy t6eir vorkae'compenwion policy infum�ufoa
t ILwneuw��aho submil lhis itiidavit iMiating Ihey me doing all xrort a�d ihrn hiR wUide contmctwe musl aubmit a naw arcJavit indicating wch
Cumn�yon thot check�hia bw�mwt anached an yldi�iorel Yhae�showinp�M mm�e of tin eubcontreclon and thdr worken'cqnp.poliry infamuNon.
/auu an empbyer rhat b providing workem'rompeesadan inawroncsfor my empluyeex Below fs fhe po/!cy ond Jab slte .
injormation. �/� ( /^`
Inwrrnce Company Name:_ 1'�(�i�`A t U I �SVr a� w�'��' 1
Policy N or Self-ina.Lic.q: ��i� l l���tQ J� '� �� Expiration Dute: , � �
1ob Sire Address: �Q � � �e�h�V;SDn �vP Ciry/S�ateJZip: 9,C��/,4V1� 11114 �� '�/7Q
Attac6 a copy of Ihe worken'eompemation poliey declaratiao page(showing t6e polley numbor snd explrrNon date).
Failure to secure covewge as required unJer Section 25A of MGL c. 152 can lead to the imposition of criminal penaltiea of a
fine up to 51.500.00 nnd/or one-year imprisonnteny�s well as civit penalties in the lorm of a STOP WORK ORDER and a fine
of up ro 5250.00 a day againu the violaror. I3e advir,ed that a copy of this statemcnt may br. forw•rrded to the Oftice of
Invcs�i�iiurtv uPthn DU for insurance covcmge verificalion.
' /do he by cenijy undei thr !ns and penahtu ojperfury tbat fht injo�mallon provJded ubave!s�rue und coirtct
� I)ote• 3
P o
O�cia!ux on/y. Do not wiite irt�hLr areq[o bt cumpleled by city or.�awa oJJlcraL
Ciry or Town: Permitll.icense#
Issulag.\W hority(circte one):
�.I�ard of Heallh 2.Building Departmcnl 3.City/1'own Clerk 4.Electricnl Inspceror 5. Plumbing Inspector
6.Other
Contact Permn: � _ Phone fi:
I __ . . . , ._ �._�._ � ._..... . . _
,q � ° �� � .� •, > , : . �'
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
WC000001A0711
Issuing Company: Acadia lnsurance Company
290 Donald J. Lynch Blvd, P.O. Box 9168
Marlborough, MA 01752-9168
WORKERS COMPENSATION AND EMPLOYERS
LIABILITY WSURANCE POLICY
RENEWAL
INFORMATION PAGE NCCI Carrier Code No.: 33391
Policy No.: WCA 0094631 - 19
Previous Policy No.: 0094631-18
1. Name Insured and Address Agency Name and Address 07651
Martins Construction Company, Inc. (781) 935-8480
130 Sylvan Street DeSanctis Insurance Agency, Inc.
Danvers, MA 01923 100 Unicorn Park Drive, 2nd Floor
Woburn, MA 01801
Other workplaces not shown above:
Refer to Name and Location Schedule
FEIN: 042732461 Risk ID No.: 0146925 Bureau File No.:
Entity of Insured: Corporation
POLICY PERIOD
2. The Policy Period is from 09/30/2012 to 09l30/2013 12:01 AM Standard Time at the insured's mailing address.
COVERAGE
3: A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of
the states listed here: MA
B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The
limits of our liability under Part two are:
Bodily Injury by Accident$ 1,000,000 each accident
Bodily lnjury by Disease $ 1,000,000 policy limit
Bodily Injury by Disease $ 1,000,000 each employee
C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here:
ALL STATES EXCEPT ND, OH, WA, WY AND STATES DESIGNATED IN ITEM 3A OF THE
INFORivi;1TION PAGE
D. This policy includes these endorsements and schedules: See "Schedule OfEndorsements"
WC 00 00 01 A 07 11 Includes copyrighted material of The National Council on Compensation Page 1 of 5
Insurance, with their permission.
�
NOTICE NOTICE
TO T ; a TO
EMPLOYEES yQ" EMPLOYEES
M 4
Y
The Commonwealth .of Massachusetts
,
DEPARTMENT OF INDUSTRIAL ACCIDENTS
600 Washington Street, Boston, Massachusetts 021 ll
617-727-4900 - http://www.mass.gov/dia
As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice
that I (we) have provided for payment to our injured employees under the above-mentioned chapYer by
insuring with:
Acadia lnsurance Company . �
NAME OF INSURANCE COMPANY
290 Donald 1 Lynch Blvd,PO Box 9168 Marlborough,MA 01752-9168
ADDRESS OF INSURANCE COMPANY
WCA 0094631 09/30/2012-09/30/2013
POLICY NUMBER EFFECTIVE DATES
DeSanctis Insurance Agency,Inc. 100 Unicorn Park Drive,2nd Floor
NAME OF INSURANCE AGENT ADDRESS PHONE#
Martids Construction Company, Inc. 130 Sylvan Street,Danvers,MA 01923 -
EMPLOYER ADDRESS '
EMPLOYER'S WORKERS' COMPENSATION OFFICER(IF ANY) DATE
MEDICAL TREATMENT
The above named insurer is required in cases of personal injuries arising out of and in the course of
employment to fumish adequate and reasonable hospital and medical services in accordance with the
provisions of the Workers' Compensation Act. A copy of the First Report of Injury must be given to the
injured employee. The employee may select his or her own physician. The reasonable cost of the ser-
vices provided by the treating physician will be paid by the insurer, if the treatment is necessary and
reasonably connected to the work related injury. In cas'es requiring hospital attention, employees are
hereby notified that the insurer has arranged for such attention at the
NAME OF HOSPITAL ADDRESS
TO BE POSTED BY EMPLOYER
� CITY OF S.�LEl�1, 1�'L�SS.-�CHL'SETTS
BI;II.DL\G DEP.�RT�t£YT
� k• 1�O W�SHL�IGTON STREET, 3�O F100R
`` ��°-� T�.. (978} 745-9595
F.ix(978) 74a-9846
��ffiFRT FY DRISCOLL
i41r1YOR THohuS ST.PiFRRF
DIAEGTOR OF PCBLIC PROPEATY/Bl'LLD4\G CO�L�RSSIONER
CONSTRUCTION CONTROL DOCUI3ENT
Project"Ci[le: �LQ,z_/t._-�-� `�/.Lu�s Date: /-07—/3
U
project Location: �3 SC�-�C./S�/Y�� Gt-�p �'/4
Scope af Projecr. __T_�A Qy�� -� fi ��� `�'' �p Y� �D .� 1 C��9� c�/2 _�w�c _
��-
In accordancc with SEC'1'IdN I 16.0-17 G.4.2 of the 6th edition of the Massachusetts State Building Code :
1, n-�p��� ��n �' �y..�en �Q� Mass.Registration Number a 90 9 3
being a registered professional Engineer/Architect hereby CERTIFY thai I have prepared or dircetly supervised
the preparallon of all design plans,compuracions and specifications concemfng:
( � Entire Project [ ] Architechtral � Structural [ ] ?�fechanical
[ J Fire Protcction [ ] Glccrrical �[ ]�Other(specify)
for the above named project and that to the 6est of my knowledge,such plans,computations and specificatsons meet
the appiicable provisions of the Vtassachusetts State Building Code, a!t acceptable engineering practices and all
applicable laws for the proposed project.
FurLhermore,I understrnd •rnJ ACREE that I shall pedorm the necessary professional services and be present on
the cons�uction site on a regular and periodic basis to determine that the work is proceeding in accordance with the
documenu approved by the buildiag permit and shall be responsible for the following as specified in section
116.2.2:
L Review of shop drawings,samples and other submittals of che con�actor as required by the construction
contract documenzs as suhmitted for[he building permit, and approval for ihe conformance m the design
concept.
2. Review and approval of the yua]ity emicroi procedures for aJl code-required controlled muYerials.
� 3. Be present a[ intervals appropriate to the stabe of consitvction to become generally familiar with
tlie progress and qualiry oF the work and to determine, in general,if the work is being pecformed in
a manner consistcnt with the constructiun documents.
I shall submit periodically, in a f'orm acceptable to the building official,a progress report together with pertinenT
commcnts. Upon completion of the work, [si�all submit to the building oCficial a final report as to the
satisfactory completion and readiness of the project£or occupancy.
Signaiure and Seal of registered professionaL
� CITY OF S��L.Ei�i, �I��SS.�CHLTSETTS
BL'II.DL\G DEPAR"['�tEtiT
• � �• 120 W.iSHiNGTON STREET, 3'�FLOOR
`� �b'� TEL. (978) 735-9595
Fax(978) 740-9846
KI�iBERLEY DRISCOLL THOM�S ST.PIERR&
i�SAYOR DIRECTOR OF PCBL[C PROPERTY/Bl'II.DING GO�L�IISSIO:iER
CONSTRUCTION CONTROL DOCUMENT
Project"tide: �_��C 11` �Ql J� �C�'(C�'S �l�U�ate: �1. ��G, ��
Project Locacion: _�� J ���C� �v`��r �`^��\�
Scope of Projecr. _��� ��' �
In accordance with SECI"ION 1 I6.0-I t 6.4.2 of the 6th edition of the Massachusetts State Buiiding Code :
I, .V4�(__ll���� Mass.Rcgistration Number C����'�
being a registered professionat EngineerlArchifect hereby CERTIFY that I have prepared or direcdy supervised
the prepararion of all design plans, computations and specifications concerning:
[ j Entire Project �}Amhitechual [ ) Si:uctural [ ] Mechanical
[ ] Fire Proteerion [ ] Electrical [ j Other(specify)
for the abova named project and that to the best of my knowledge,such plans,computations and spec�catioos meet
the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all
applicable laws for the proposed project.
Fudhemiore,I andcrsta�d and AGREE that I shall pedorm the necessary professional services and be present on
the constructian site on a tegular and periodic basis to determine that the work is proceeding in accordance with the
documents approved by the building pemut and sha116e responsible for the foltowing as specified in section
I 1 G.22:
t. Review of sho drawin�s,samptes and other submittals of the contractor as required by the construction
P b
contract documents as submitted for the building pernut,and approval for the confom�ance to the design
concepC
2. Review and approval of the quality conaol procedures for all code-required controlled materials.
3. 6e presenc at intervals appropriate to the stage of construction to become generaily familiaz with
the progress and qualiry of the work and to detecmine, in general,if the work is being performed in
a manner consistent with the construction documents.
[shall submit peciodicatly, in a form acceptable to the building official,a progress report together witli pertinent
commeau. Upon completion of the work, I shalt submit to the building official a Gnal report as to the
satisfactory completion and readiness of the project for occupancy.
�S�RED ARCy�T
Signature and Seal of registered professionat: ��o`�N Po,o,��ti��
e No.2�7{g
CHEIMSfOR�
. . _ . ��� �SE1"�S
,-�� CITY C�F S_�I.Eti£, �L�-155.�CHL:SE"LTS
Bl'ILL�E.\G DE`i'.�RT\I.`'_�iT
,a ��a t 30 W.asst�cl'0!�5��',3'°FY oox
� +r�.Nl TEt_ (978} ��5-9:95
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.�L'�YOR [����CaZ UF 2tiBL!C PRGPERTY,�BI'L'DCtiG CG�C��ISS1Q�iER
C015T[tL;C'CTON t;0\TROY'DOC„tIS1F.�.T
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ah1^f ARCHITECTS
P� CREATIVE THINKING
International Existing Building Code 2009
Investigation & Evaluation per Amendments to 780 CMR, Massachusetts State Building,
Code Eighth Edition, Section 101.5.4A
Project Name: Playful Paws Doggie Daycare
Location: 63 Jefferson Avenue, Salem, MA 01970
Date: November 16, 2012
Proiect Overview
The retail facility at 63 Jefferson Avenue is scheduled to receive renovations to the existing
building envelope to enhance its appearance, as well as interior fit out work to replace what was
destroyed in the building fire. The exterior will receive new aluminum storefront windows, new
storefront doors and a new IPS insulated panel system. On the interior, there is no change to
occupancy type. The first and second floor spaces will be fit out to accommodate the dog
daycare, with rooms including check in, open play area, new.restrooms and dog rooms. The
, space will receive new lighting, ceilings and flooring. There is also a sepazate tenant office
space on the first floor that will remain open and receive new lighting, ceiling, and flooring. All
existing structural components are to remain. The automotive repair space beyond the existing
firewall will remain as is and is not part of the project scope. The space will also be receiving a
new sprinkler system.
Scoae and Administration. Chapter 1
Section 101. 5 .2, "Work area compliance method". All work as it relates to this project
will comply with these provisions of the code as described in Chapters 4 - 12 of the IEBC 2009.
Classification of Work, Chanter 4
Section 405 "Alteration, Level 3". The scope of construction as it relates to this project
compiies with °Leve13 Alterations", as described in section 405.1. Thus all work is subject to
the provisions of Chapters 6, 7 and 8.
Renairs, Chanter 5
Not Applicable.
Alterations - Level One Cha ter 6
A
Section 602 "Building Elements and Materials". All new building finishes, elements, and
materials are in compliance with the International Building Code 2009 and the Massachusetts
State Building Code, Eighth Edition, as documented in the construction drawings for this project.
—Section 603-"Fire Protection".--All"new fiie pro�ectiori corriponents are iri compliance with
the International Building Code 2009 and the Massachusetts State Building Code, Eighth
Edition, as documented in the construction drawings for this project. Refer to fire protection
drawings.
ahp Archltects Inc. 20 Chelmsford Sireet Chelmstord, MA U1824 978 - 244-1100
„ , Playful Paws Doggie Daycare, 63 Jeffer'son Avenue, Salem, MA 01970
IEBC 2009 Evaluation,August 29,2012
Section 604 "Means ofEgress”. All new means of egress are in compliance with the
International Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project.
Section 605 "Accessibiliry". All new accessibility components are in compliance with the
International Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project.
Section 606 "Structural". Not applicable. Structural components are not in the scope of this
project.
Section 607 "Energy Conservation". All work shall be in compliance with the Conservation
Code 2009 and Chapter 13 of the Massachusetts State$uilding Code. All work as it relates to
the project lighting work is in compliance with the Intemational Energy Conservation Code 2009
and Chapter 13, Energy Efficiency, of the Massachusetts State Building Code, Eight Edition.
Refer to engineering drawings.
Alterations - Level Two. Chapter 7
Section 702 "Special Use and Occupancy". Not applicable.
Section 703 "Building Elements and Materials". All new building finishes, elements, and
materials are in compliance with the Intemational Building Code 2009 as documented in the
construction drawings for this project.
Section 704 "Fire Protection". All new fire protection systems are in compliance with the
International Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project. Refer to fire protection drawings.
Section 705 "Means ofEgress". All new means of egress are in compliance with the
Intemational Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project.
Section 706 "Accessibility". All new accessibility components are in compliance with the
Intemational Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project.
Section 707 "Structural". Not applicable. Structural components aze not in the scope of this
project.
Section 708 "Electrical". New lighting will be in compliance with the Intemational Energy
Conservation Code 2009 and Chapter 13, Energy Efficiency, of the Massachusetts State Building
Code, Eight Edition. Refer to electrical drawings.
Section 709 "Mechanical". All new mechanical components are in compliance with the
International Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project. Refer to mechanical drawings.
Section 710 "Plumbing". All new pluxnbing components are in compliance with the
International Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project. Refer to plumbing drawings.
_ _ Section 711 "Energy_Conservation.".._All_work shall_be_�compliance_with_the_Conser_vation_ . _ .
Code 2009 and Chapter 13 of the Massachusetts State Building Code. All work as it relates to
the project lighting work is in compliance with the International Energy Conservation Code 2009
and Chapter 13, Energy Efficiency, of the Massachusetts State Building Code, Eight Edition.
Refer to engineering drawings.
ahp Archltects ine 20 Chelmsford Slreet Chelmsford, MA 01824 978 - 244-1100
�
„ , Playful Paws Doggie Daycare,63 Jefferson Avenue, Salem, MA 01970
IEBC 2009 Evaluation,August 29,2012
Alterations - Level Three. Chapter 8
Section 802 "Special Use and Occupancy". Not applicable.
Section 803 "Building Elements and Materials". All new building finishes, elements, and
materials are in compliance with the Intemational Building Code 2009 as documented in the
conshvction drawings for this project.
Section 804 "Fire Protection". All new fire protection systems are in compliance with the
International Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project. Refer to fire protection drawings.
Section 805 °Means ofEgress". All new means of egress are in compliance with the
International Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the construction drawings for this project.
Section 806 "Accessibility". Ali new accessibility components are in compliance with the
International Building Code 2009 and the Massachusetts State Building Code, Eighth Edition, as
documented in the consh-uction drawings for this project.
Section 807 "Structural". Not applicable. Structural components are not in the scope of this
project.
Section 808 "Energy Conservation". All work shall be in compliance with the
Conservation Code 2009 and Chapter 13 of the Massachusetts State Building Code. All work as
it relates to the project lighting work is in compliance with the International Energy Conservation
Code 2009 and Chapter 13, Energy Efficiency, of the Massachusetts State Building Code, Eight
Edition. Refer to engineering drawings.
ChanQe of Occupancv. Chauter 9
' NotApplicable.
Additions, Chapter 10
Not Applicable.
Historic BuildinEs, Chapter 11
Not Applicable.
Relocated or Moved Buildings, Chapter 12
iale
Not Appl c b
_ _ _ _ __
ahp Archllects Ina 20 Chelmsford S�ree� Chelmsford, MA 01824 978 - 244-1100
- -
� .�w � � ,
January 2 , 2013
Mr. Michael Lutrzykowski
Assistant Building Inspector
City of Salem
120 Washington Street
Salem, MA 01970
Re : 63 Jefferson Avenue
Dear Mr. Lutryzkowski ,
, Please accept this letter as my acknowledgement that the
second floor of the above referenced building is for the
' Owner' s use and private space exclusively and will not be
open at all to the public . In addition, this space will
never be sublet to another tenant .
This letter also acknowledges and confirms that the
remainder of the first floor space not being occupied by
Playful Paws will be leased to only one tenant . Therefore
all first floor users of the spaces will have accessible
access to bathroom facilities . We also understand that
should we intend to lease the space to two tenants that we
will need to provide other facilities to an additional
tenant or our Occupancy Permit will be revoked.
I appreciate all of your efforts in this matter.
Sincerely,
Hugh Realty Trust
Hugh rr
Trustee
Hugh Realty Trust
., ....
�Q,wv�rti �CP�,
ohanna Kerr
Trustee
�
January 2, 2013
Mr. Michael Lutrrykowski
Assistant Building Inspector ,
City of Salem
120 Washington Street �
Salem, MA 01970 '
Re: 63 Jefferson Avenue I
Dear Mr. Lutryzkowski,
Please accept this letter as my acknowledgement that the second floor of the above referenced
building is for the Owner's use and private space exclusively and will not be open at all to the public.
In addition, this space will never be sublet to another tenant.
This letter also acknowledges and confirms that the remainder of the first floor space not being
occupied by Playful Paws will be leased to only one tenant. Therefore all firsf floor users of the spaces
will have accessible access to bathroom facilities. We also understand that should we intend to lease
the space to two tenants that we will need to provide other facilities to an additional tenant or our
Occupancy Permit will be revoked.
I appreciate all of your efforts in this matter.
Sincerely,
Hugh Realty Trust
Hugh Kerr
Trustee
Hugh Realty Trust
Johanna Kerr
Trustee
Ted Greenlaw P.E.
183 Columbia Rd.
� Ha��over, MA 02339 �
tel# 781-826-8369 fax #781-826- 8349
E-Mail tedgreenlawpe@yahoo.com
, September 4, 2012 �
Jolm Shea
Martins Real Estate Development
130 Sylvan Street
Danvers, MA 01923
RE 63 Jefferson Ave
Salem, MA
On Aubust 30, 212 [ have ii�spected the structure at the mentioned site to determine
damage caused by a tire in recent months. The structure is a pre-engineered steel
building. The area of dama�e was confined to ]00' by 48', two bays The followiilg are
my findings:
- The roof of t�vo bays is damaged requiring replacement of purlins, roof
sheeting , and insulation
- The wall panels and insulation musY be replaced
- The rake beam should be replaced and can be done so with a C l OX 153
hot rolled channel
- One end post extension on the top requires replacement and can be done
with a C8X l 1.5
- New rod bracing may be required in some areas
- New bolts should be installed in the main fran�es (2), the frames are ok
- Also there are miscellaneous trim fasteners bolts etc. that need
replacement
With these components replaced the structure will perform as originally designed and
actual new components will be designed to meet current code.
�,��AA4
� �F�,SH�MASSq�v
Respect .���' ti�
� � TNEODORE `P�"�p� -
�g C. Nv
d GT law P.E. � GfiEENLAW � D
a�. NO.29093 ,��
� . ��%r;°9�FESS�`%`c��`�� .
. �P��STRUC��H��<�
�°Pv���da
. ::y . �
Appendix 1 ,�(�/�-
For the demolition of structures the building permit applicant shall attest that utility and other
service connections are properly addressed to ensure for public safety.
Please fill in the information below and submit this appendix with the building permit
application. The building permit applicant attests under the pains and penalfiies of perjury that
the following is true and accurate.
Property Location (Please indicate Block # and Lot # for locations for which a street address is not
available)
No. and Street City /Town Zip Name of Building (if applicable)
For the above described property the following action was taken:
Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Gas Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Electricity Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
, Other (if applicable)
Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Other (if applicable)
_ . __. _ _ _
. :• . . .
Appendix 2
ConstrucHon Documents are required for structures that must comply with 780 CMR 107. The
checklist below is a compilation of the documents that may be,required for this. The applicant
shall fill out the checklist and provide the contact information of the registered professionals
responsible for the documents. This appendix is to be submitted with the building permit
application.
Checklist for ConstrucHon Documents*
Mazk"x"where-a licable
� No, Item SubmiHed Incom lete Not Re uired
. 1 ArcMtectural
. 2 Foundarion
3 Structural
4 Fire Su ression �
� 5 Fire Alazm ma re uire re eaters -
6 HVAC
7 Electrical
8 Plumbin include local connecfions
9 Gas Natural,Pro ane,Medical or other
10 Surve ed Site Plan Ufilifies,Wetland,etc. � -
11 S ecificarions -
12 Structural Peer Review �
�13 Structural Tests&Ins ections Pro am
14 Fue Protecfion NanaHve Re ort
� 15 Existin Buildin Surve /InvesH arion
� 16 Ener ConservaHon Re ort
17 Architectural Access Review 521 CMR
18 Workers Com ensation Insurance �
19 Hazardous Material Miti ation Documentation
20 Other S ec' � .
21 Other S eci -
22 Other S ecify �
*Areas of Design or Consh-uction for which plans are not complete at the time of application submittal must be identified herein. Work
so identified must not be commenced until this application has been amended and the proposed construction document amendment
has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to tripTe flie origina/permit
fee.
Registered Professional Contact Information
[,t, 9��'�-��o u o ' a.h z%�:.�c. ���Ua`j 3
Cl,�u Kt v� o �a-1'
�1oa / il
� G � Re strahon Number
�Name(Re sfrant) Telephone No. T e-mail address. � �
, 7 a. �
Lf$
d``;�
� � �.1'�nc,r�'i.-�' �����B,,�e.t~�rc( � Ul�
, Di ipline Expiration Date
Street Address Ciry/Town � State Zip
� I Cv't ('�'fF.3� 1�2.i.J l�$-p�¢.- �3G,� T r�nrr'ti�is� )���y0{�t� �-- -�-r�/n(�7 3
—r----- RegistrafionNumBei��-----� -� � � -�- --
� Name(Registrant) Telephone No. e-mazl address � �
'�',2 ��t.mL� a �7�'Y� ��ti? � [�_ Qa33 '
Street Address Ci /Town State gi Discip ' ExpirationDate
Name(Registrant) Telephone No. e-mail address Registrafion Number
� � Street Address Ci /Town State Zi Discipline � Expirarion Date
S
a
Flayful Faws Drawing Date:12/19/12 12/14/22 9: 2
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: Playful Paws
Location: 63 Jefferson Avenue
Salem, MA
Drawing Date: 12/14/12 Remote Area Number: 1
Contractor: Professional Fire Systems, inc. Telephone: (508) 389-2001
200 Stonewall Blvd. , Suite 2A
Wrentham, MA 02093
Designer: J.Lawton
Calculated By: SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19946
Construction: Wood/Steel Occupancy:Mercantile
Reviewing Authorities:Salem. Fire Department
SYSTEM DESIGN
Code:NFPA 13 Hazard:ORD.HAZ.GR2 System Type:WET
Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle
Density (gpm/sq ft) 0.200 I Make: Tyco
Area per Sprinkler 129 .0 sq ft � Model: TY-FRB
, Hose Allowance Inside 0 gpm � K-Eactor: 5.60
Hose Allowance Outside 250 gpm � Temperature Rating: 155
CALCOLATION SUMMARY 17 Flowinq Outlets
gpm Required: 703.3 psi Required: 74.4 @ Source
WATER SUPPLY
Water Flow Test I Pump Data I
Date of Test 12/13/12 � Rated Capacity 0 gpm I
Static Pressure 85.0 psi � Rated Pressure 0.0 psi I
Residual Pres 82 . 0 psi I Elevation 0 I
At a Flow of 1332 qpm � Make: I
Elevation 0" I Model: I
Location: Jefferson Avenue
Source of Information: Professional Fire� & Salem Water
SYSTEM VOLUME 447 Gallons
Notes:
��a�,tN�F MAs�o
o y
S
� Y �
�v FlHE � CTIO �'
q�,9 � G��a`��' ��'1/
�i
i
Flayful Faws Drawing Date:12/14/12 12/14/12 9: 2
HYDRAULIC CALCULATION DETAILS
� HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 953 60.i psi
1 Pipe 9" 1Ox21 Allied Domestic 9' 120 9 .260 953 0 . 9
Elevation Change 8 ' 6" 3 .7
1 4" Grvd 90 E11 #5105 Short Radius 7 ' 120 9 . 026 953 0. 4
1 4" Grvd Back Flow Valve Ames C200 CHART LOSS 953 7.5
1 6" x 9" Fingd 90 E11 CI 14 ' 120 6.065 953 0. 1
Fixed Flow Outside Hose Allow. 250 gpm
1 Pipe 6" DIx16 America DI 350 200 ' 190 6.338 703 2.2
Hydr Ref R1 Required at Source 703 74.4 psi
Water Source 85.0 psi static, 82.0 psi residual @ 1332 gpm 703 gpm 84.1 psi
SAFETY PRESSURE 9.7 psi
Available Pressure of 84.1 psi Exceeds Required Pressure of 74.4 psi
This is a safety margin of 9.7 psi or 11 8 of Supply
Maximum Water Velocity is 19. 1 fps
,
Flayful Faws Drawing Date:12/14/12 12/14/12 9: 2
Page 3
EITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 95' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
V Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
ETNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Pt Total pressure (psi) at fittinq
Pe Pressure due to change in elevation
where Pe = 0. 933 x change in elevation
Pf Friction loss �(psi) to fitting
where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^9 .87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^9
Pn Normal pressure (psi) , where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0. 01 psi . Pressures are listed to
0. 1 psi . Addition may vary by 0.1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
. `
Flayful Faws Drawinq Date:12/14/12 12/14/12 9: 2
Page 9
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI^�) ) (PSI) (GPM) (GPM) (GPM/SQ. FT)
100 23.00 5. 60 19. 6 24 .8 29 .8 0.20
101 23.00 5. 60 19.8 24 .9 29 .8 0.20
102 23.00 5. 60 20 .5 25.4 24 .8 0.20
103 23.00 5. 60 22 .0 26.3 24 .8 0.21
104 23.00 5. 60 24 . 6 27 •8 29 •8 � •22
105 23.00 5. 60 19.7 24 .8 29 .8 0.20
106 23.00 5. 60 19. 9 25.0 29 .8 0.20
107 23.00 5. 60 20. 6 25.4 29 .8 0.20
108 23.00 5. 60 22. 1 26.3 29 .8 0.21
109 23. 00 5. 60 24 .7 27 •8 29 •8 �•22
110 23. 00 5. 60 20.2 25. 1 24 .8 0.20
111 23. 00 5. 60 20.9 25.3 24 .8 0.20
112 23.00 5. 60 21 . 1 25.7 29 . 8 0.21
113 23.00 5. 60 22 . 6 26. 6 29 . 8 0.21
114 23. 00 5. 60 25. 3 28.2 29 . 8 0.23
115 23.00 5. 60 32 .3 31.8 29 . 8 0.26
116 23.00 5. 60 32 . 6 32.0 24.8 0 .26
A1 20.00 33 .7
A2 20.00 33 .8
A3 20.00 39 .5
A4 20.00 36.0
AS 20.00 9� •$
W 8 . 50 60. 1
Max velocity of 19.09 occurs in the pipe from 114 TO A3
,
,
Flayful Faws Drawing Date:12/19/12 12/14/12 9: 2
Tyco Fire Products Page 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES ****�`'�
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 100 TO W (PRIMARY PATH)
29 . 80 1 . 682 9. 95 19. 6 19. 6 K = 5. 60
100 C=120 0. 00 0. 0 0 .0
24 . 80 0.019 9. 95 0.2 19. 6 Vel = 3. 62
29 .92 1. 682 9. 95 19.8 19. 6 K = 5. 60
101 C=120 0.00 0.0 0. 0
99.72 0. 070 9. 95 0.7 19 .8 vel = 7 .25
25.36 1 . 662 9. 95 20. 5 20.5 K = 5. 60
102 C=120 0. 00 0.0 0 .0
75.08 0 . 151 9. 95 1 .5 20 . 5 Vel = 10 . 95
26.27 1 . 682 9. 95 22.0 22 .0 K = 5. 60
103 C=120 0.00 0.0 0. 0
101 .35 0.263 9. 95 2. 6 22 .0 Vel = 19 .78
27 .79 1 . 682 lE 3 . 97 29 . 6 24 . 6 K = 5. 60
104 C=120 1T 19 . 85 1. 3 0.0
129. 19 0 . 411 18 . 82 7.7 29 . 6 Vel = 18. 83
3.260 7 . 54 33.7 33. 7
Al C=120 0 .00 0 .0 0. 0
129. 14 0. 016 7 . 54 0. 1 33.7 Vel = 5.01
129. 39 3.260 12 .50 33. 6 33.8
A2 C=120 0 .00 0 .0 0 .0 See PATH 2
258 . 53 0.059 12 . 50 0.7 33 . 6 Vel = 10. 03
130. 90 3 .260 12 .00 39 . 5 39 .5
A3 C=120 0.00 0. 0 0.0 See PATH 3
389.43 0. 126 12 .00 1 .5 39 . 5 Vel = 15. 12
63 . 84 3.260 "]0. 08 36.0 36.0
A4 C=120 0.00 0..0 D.0 See PATH 9
953.27 0. 167 70.08 11.7 36.0 Vel = 17.59
9 .260 2E 108. 63 47 .8 97 . 6
A5 C=120 1T 52 . 67 5.0 0 .0
453.27 0.095 161 .29 7 . 3 97 .8 Vel = 10. 30
W 953 .27 60. 1 K = 58 . 47
PATH 2 FROM HYDRAULZC REFERENCE 105 TO A2 �
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
Flayful Paws Drawing Date:12/14/12 12/19/12 9: 2
Tyco Fire Products Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/�ft TOTAL Pf Pn
PATH 2 FROM HYDRAULIC REFERENCE 105 TO A2 CONTINUED
29 .85 1 . 682 9. 95 19. 7 19.7 K = 5. 60
105 C=120 0.00 0. 0 0.0
24 .85 0.020 9. 95 0.2 19 .7 Vel = 3. 62
24 . 97 1 . 682 9. 95 19. 9 19. 9 K = 5. 60
106 C=120 0. 00 0. 0 0 .0
99.82 0.071 9. 95 0. 7 19. 9 Vel = 7 .26
25. 41 1 . 682 9. 95 20. 6 20 . 6 K = 5. 60
107 C=120 0.00 0.0 0 .0
75.23 0. 151 9. 95 1 . 5 20 . 6 Vel = 10. 97
26. 32 1 . 662 9. 95 22 . 1 22 . 1 K = 5. 60
108 C=120 0.00 0.0 0 .0
101 . 55 0.264 9. 95 2. 6 22 . 1 Vel = 19 . 81
27.84 1 . 682 lE 3. 97 29 . 7 24 .7 K = 5. 60
109 C=120 1T 19 .85 1 . 3 0 .0
129. 39 0.413 18 .82 7. 8 24 .7 vel = 18 . 87
A2 129.39 33. 8 K = 22 .26
PATH 3 FROM HYDRAULIC REE'ERENCE 110 TO A3
25.14 1 . 682 9. 95 20 .2 20 .2 K = 5. 60
110 C=120 0 . 00 0 .0 0 .0
25.14 0. 020 9.95 0.2 20 .2 Vel = 3. 67
25.26 1. 682 9. 95 20. 4 20 .4 K = 5. 60
111 C=120 0.00 0.0 0 .0
50 .90 0.072 9.95 0.7 20 .4 Vel = 7 . 35
25.70 1. 682 9.95 21 . 1 21 . 1 K = 5. 60
112 C=120 0.00 0.0 0.0
76. 11 0. 155 9.95 1. 5 21 . 1 Vel = 11 . 10
26.63 1 . 682 9. 95 22. 6 22 . 6 K = 5. 60
113 C=120 0.00 0. 0 0 .0
102 .73 0.269 9. 95 2.7 22 . 6 Vel = 19 . 98
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
Flayful Faws Drawing Date:12/19/12 IZ/19/12 9: 2
Tyco Fire Products Page 7
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG' S Pe Pv ******* NOTES *****��
POINT Qt Pf/ft TOTAL Pf Pn
PATH 3 FROM HYDRAULIC REFERENCE 110 TO A3 CONTINUED .
28 . 16 1 . 682 lE 3. 97 25.3 25 .3 K = 5. 60
119 C=120 1T 14 .85 1.3 0 .0
130 . 90 0. 922 18.82 7. 9 25 .3 Vel = 19.09
A3 130 .90 34. 5 K = 22.28
PATH 4 FROM HYDRAULIC REFERENCE 115 TO A4
31 .89 1. 682 9. 95 32. 3 32 . 3 K = 5. 60
115 C=120 0. 00 0. 0 0 .0
31 .84 0.031 9. 95 0. 3 32 .3 Vel = 4 . 64
31 .99 1. 682 lE 3. 97 32. 6 32 . 6 K = 5. 60
116 C=120 1T 19 . 85 1 . 3 0 .0
63.89 0. 112 18 . 82 2 . 1 32 . 6 Vel = 9.31
A9 63.89 36.0 K = 10. 63
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
�
� ahp ARCHITECTS
CREATIVE THINKING
Mr. Michael Lutrzykowski
Assistant Building Inspector
City of Salem, MA
1120 Washingron Street
Salem, MA 01970
Re: Playful Paws, 63 Jefferson Avenue; 521 CMR, Requirement for Elevator
December 31, 2012
Dear Lutrzykowski,
The existing building at 63 Jefferson Avenue is a multi-tenant lwo story building, currently without an
elevator. The scope of building renovations are expected to exceed $100,000 and possibly 30% of the full
and fair cash value of the building. However, the second floor of the building is entirely dedicated to the
private, operational component of PlayFul Paws. All public access for patrons of Playful Paws is limited to
the first floor. Per the Massachusetts Architectural Access Board, 521 CMR, sections 3.1 "Scope" and
5.00, "Definitions°, Public Building, & Public Use, handicap access is not required to the second floor of
the building and thus the installation of a new elevator is not required.
Per the Americans With Disabilities Act Accessibility Guidelines, (ADAAG), elevators are not required in
an altered facility less than three stories and is not used as a shopping center or health care facility,
(ADAAG, Section 4.1.6 (k),(i)).
Please contact me if you have any comments or concerns regarding this issue.
i cerely,
Ala Popkin, AIA, LEED AP
Principal I
ahp Architects Inc.
Cc: Ms. Molly Martins, Martins Design/Construction
ahp Archllects Ina 20 Chelmstord Street Chelmsford, MA 01824 978-244 -1100
_ � -
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�,I CREATIVE THINNING Chelmsford,MA07824 � �� "^- � ...y,�y�'— �
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Mr. Michael Lutrzykowski
City of Salem, MA i
1120 Washington Street
Salem, MA 01970
�!
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Flayful Faws Drawing Date:12/14/12 12/14/12 9: 2
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: Playful Paws
Location: 63 Jefferson Avenue
Salem, MA
Drawing Date: 12/14/12 Remote Area Number: 1
Contractor: Professional Fire Systems, Inc. Telephone: (508) 384-2001
200 Stonewall Blvd. , Suite 2A
Wrentham, MA 02093
Designer: J.Lawton
Calculated By: SprinkCAD
www.sprinkcad.com
9S1 N. Cannon Ave.
Lansdale, PA 19946
Construction: Wood/Steel Occupancy:Mercantile
Reviewing Authorities:Salsm: Fire Department
SYSTEM DESIGN
Code:NFPA 13 Hazard:ORD.HAZ.GR2 System Type:WET
Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle
Density (gpm/sq ft) 0.200 I Make: Tyco
Area pex Sprinkler 129 . 0 sq ftl Model: TY-FRB
Hose Allowance Inside Q gpm I K-Factor: 5.60
Hose Allowance Outside 250 gpm � Temperature Rating: 155
CALCULATION SUMMARY 17 Flowing Outlets
gpm Required: 703.3 psi Required: 74.4 @_ Source
GdATER SOPPLY �
Water Flow Test I Pump Data I -
Date of Test 12/13/12 � Rated Capacity 0 gpm I
Static Pressure 85.0 psi � Rated Pressure 0.0 psi �
Residual Pres 82, 0 psi I Elevation 0 (
At a Flow of 1332 gpm I Make: (
Elevation 0" I Model: I
Location: Jefferson Avenue
Source of� Information: Professional� Fire & Salem �Water
SYSTEM VOLOME 447 Gallons
I Notes:
��ytN OF,yAs�
o`' S cy�
� vu �
U FlRE � `�
. ApA,"9 � G\�4��' �/(.'1✓ .
rl
,
;
Flayful Faws Drawing Date:12/14/12 12/19/12 9: 2
HYDRAULIC CALCULATION DETAII,S
' HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C 2D gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 453 60.1 psi
1 Pipe 9" 1Ox21 Allied Domestic 9' 120 4.260 453 0. 4
Elevation Change 8 ' 6" 3. 7
1 4" Grvd 90 Ell #5103 Short Radius 7' 120 4 .026 453 0. 4
1 4" �rvd Back Flow Valve Ames C200 CHART LOSS 4S3 7. 5
1 6" x 4" Fingd 90 E11 CI 14 ' 120 6. 065 453 0. 1
Fixed F1ow Outside Hose Allow. 250 qpm
1 Pipe 6" DIxl$ America DI 350 200 ' 190 6.338 703 2.2
Hydr Ref R1 Required at Source 703 74.4 psi
Water Source 85.0 psi static, 82 .0 psi residual @ 1332 gpm 703 gpm 84.1 psi
SAFETY PRESSURE 9•� Psl
Available Pressure of 84.1 psi Exceeds Required Pressure o£ 74.9 psi
This is a safety margin of 9.7 psi or 11 � of Supply
Maximum Water Velocity is 19 .1 fps
�
Flayful Faws Drawing Date:12/14/12 12/14/12 9: 2
Page 3
FISTING NAME TABLE
ABBREV. NAME
C Coupling
' E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
' T 90 ' Flow Thru Tee
V Valve
LEGEND
' HYD REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DZA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
' Pf/ft Friction loss per foot of pipe
I PIPE Length of pipe
FTNG'S Number of fittings . See table above.
TOTAL Total length (PIPE + FTNG' S)
�. Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0. 933 x change in elevation
Pf Friction loss {psi) to fitting �
where Pf = 1 x 4.52 x (Q/C) ^1 . 85 / ID^4. 87
Pv Velocity pressure (psi)
where Pv = 0 .001123 x Q^2/ID^9
Pn Normal pressure (psi) , where Pn = Pt - Pv
NOTES :
- Pressures are balanced to 0 .01 psi. Pressures are listed to
0. 1 psi. Addition may vary by O. l psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
,
Flayful Faws Drawing Date:12/19/12 12/14/12 9: 2
Page 9
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MSNIMUM ACTUAL
NOMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI^�) ) (PSI) (GPM) (GPM) (GPM/SQ. FT)
100 23. 00 5. 60 19. 6 29 .8 24.8 0.20
101 23.90 5. 60 19. 8 29 . 9 24 .8 0.20
102 23.00 5. 60 20 .5 25. 4 24 .8 0.20
103 23.00 5. 60 22 .0 26. 3 29 .8 0.21
104 23.00 5.60 29 . 6 27•8 24 .8 0.22
105 23.00 5.60 19.7 24_8 24 .8 0.20
106 23.00 5. 60 19. 9 25.0 24 .8 0.20
107 23.00 5. 60 20. 6 25.9 24 .8 0.20
' 108 23.00 5. 60 22 . 1 26.3 29 .8 0.21
109 23.00 5. 60 24 •7 27 •8 24•8 �•22
110 23.00 5. 60 20 .2 25.1 29 .$ 0 .20
111 23. 00 5. 60 20 .4 25.3 29 .8 0 .20
112 23. 00 5. 60 21 . 1 25.! 29 .8 0 .21
113 23.00 5. 60 22 . 6 26. 6 29 .8 0.21
114 23.00 5. 60 25. 3 28 .2 24 •8 �•23
115 23.00 5. 60 32 . 3 31.8 24 .8 0 .26
116 23.00 5. 60 32 . 6 32.0 24 .8 0.26
A1 20.00 33 .7
A2 20. 00 33 . 8
A3 20. 00 34 . 5
A4 20.00 36 . 0
AS 20.00 97 �$
w 8. 50 60 . 1
Max velocity of 19. 09 occurs in the pipe from 119 TO A3
� ,
Flayful Faws Drawing Date:12/14/12 12/14/l2 9: 2
Tyco Fire Products Page 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG`S Pe Pv ******* NOTES ****�**
POINT Qt Pf/ft TOTAL Pf Pn
PATA 1 FROM HYDRAULIC REFERENCE 100 TO W (PRIMARY PATH)
29 .80 1 . 682 9. 95 19 . 6 19.6 K = 5. 60
100 C=120 0.00 0. 0 0.0
24 .80 0.019 9. 95 0.2 19.6 Vel = 3. 62
24 .92 1.682 9. 95 19.$ 19_8 K = 5. 60
101 C=120 0.00 0 . 0 0.0
49.72 0.070 9. 95 0 .7 19.8 Vel = 7.25
25.36 1. 682 9. 95 20 . 5 20.5 K = 5. 60
102 C=120 0. 00 0 . 0 0.0
75. 08 0. 151 9. 95 1 . 5 20. 5 Vel = 10. 95
26.27 1 . 682 9. 95 22 . 0 22 .0 K = 5. 60
' 103 C=120 0 . 00 0 . 0 0.0
101 . 35 0 .263 9. 95 2 . 6 22 .0 Vel = 14 . 78
27 .79 1. 682 lE 3. 97 24 . 6 29 . 6 K = 5. 60
104 C=120 1T 14 . 85 1 . 3 0.0
129. 14 0 . 411 18 . 82 7 .7 24 .6 Vel = 18 . 83
3_260 7 .54 33 .7 33 .7
A1 C=120 0. 00 0 .0 0 .0
7 4 0 . 1 33.
7 Vel = 5. 01
I 16 . 5
129.14 0. 0
129.39 3.260 12 .5-0 33. 8 33.8
AZ C=120 0.00 0 .0 0.0 See PATH 2
258 .53 0.059 12. 50 0 .7 33.8 Vel = 10. 03
130 . 90 3.260 12.00 34 .5 39 . 5
A3 C=120 0.00 0.0 0.0 See PATH 3
389.43 0.126 12 .00 1 .5 34 . 5 Vel = 15. 12
' 63 .84 3.260 70 .08 36.0 36.0
A4 C=120 0.00 �..0 0.0 See PATH 9
453.27 0. 167 70.08 11 .7 36.0 Vel = 17 . 59
9 .260 2E 108 . 63 47 .8 97 •8
A5 C=120 1T 52 . 67 5.0 0.0
453 .27 0.095 161 .29 7.3 97.8 Vel = 10. 30
W 453 .27 60. 1 K = 58. 47
PATH 2 FROM HYDRAULIC REFERENCE 105 TO A2
UNITS - DIAMETER (INCH} LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
Flayful Faws Drawing Date:12/14/12 12/14/12 9: 2
Tyco Fire Products Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv *****�* NOTES *****�*
POINT Qt Pf/ft TOTAL Pf Pn
� PATH 2 EROM HYDRAULIC REFERENCE 105 TO A2 CONTINUED
29 .85 1 . 682 9 .95 19. 7 19 .7 K = 5. 60
105 C=120 0. 00 0. 0 0 .0
29 . 85 0.020 9 . 95 0.2 19 .7 Vel = 3. 62
24 .97 1 . 682 9. 95 19. 9 19.9 K = 5. 60
106 C=120 0. 00 0 . 0 0 .0
49.82 0. 071 9. 95 0 . 7 19 .9 Vel = 7 .26
25. 41 1 . 682 9 . 95 20 . 6 20 . 6 K = 5. 60
107 C=120 0 . 00 � . 0 0 .0
75 .23 0 . 151 9. 95 1. 5 20 . 6 Vel = 10 . 97
26.32 1. 682 9 . 95 22 . 1 22 . 1 K = 5. 60
108 C=120 0 . 00 0 . 0 - 0 .0
lOL 55 0 .264 9. 95 2 . 6 22 .1 Vel = 19 .81
27 . 84 1 . 682 lE 3 . 97 29 .7 24 .7 K = 5. 60
109 C=120 1T 14 . 85 1 . 3 0 . 0
129. 39 0. 913 18 .82 7 . 8 24 .7 Vel = 18 .87
A2 129.39 33. 8 K = 22 .26
PATH 3 FROM HYDRAULZC REFERENCE 110 TO A3
25. 14 1 . 682 9. 95 20 .2 20 .2 K = 5. 60
110 C=120 0 .00 0. 0 0 .0
25 .19 0. 020 9. 95 0.2 20 .2 Vel = 3. 67
25.26 1 . 682 9. 95 20. 4 20 . 4 K = 5. 60
111 C=120 0. 00 0.0 0 .0
50 . 40 0 . 072 9.95 0.7 20. 4 Ve1 = 7 . 35
25.70 1 . 682 9. 95 21 . 1 21 _1 K = 5. 60
iiz c=1Zo o. 00 o.o o .o
76.11 0. 155 9. 95 1 . 5 21 .1 Vel = ll. 10
26. 63 1. 682 9. 95 22 . 6 22 .6 K = 5. 60
113 C=120 0. 00 0 .0 0 .0 `
102 .i3 0.269 9. 95 2 .7 22 . 6 Vel = 19 . 98
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSORE (PSI)
.
{
Flayful Faws Drawing Date:12/14/12 12/14/12 9: 2
Tyco Fire Products Page 7
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES . FTNG'S Pe Pv ******* NOTES ***`**� �
POINT Qt Pf/ft TOTAL Pf Pn
PATH 3 FROM HYDRAULIC REFERENCE 110 TO A3 CONTINUED
28 . 16 1 . 682 lE 3 . 97 25. 3 . 25. 3 K = 5. 60
114 C=120 1T 14 . 85 1 . 3 0. 0
130 . 90 0. 422 18 . 82 7 . 9 25. 3 Vel = 19. 09
A3 130 . 90 39 . 5 K = 22.28
PATH 4 FROM HYDRAULIC REFERENCE 115 TO A4
31 .84 1 . 682 9. 95 32 .3 32 . 3 K = 5. 60
115 C=120 0 . 00 0 . 0 0 . 0
31 . 84 0 . 031 9. 95 0 . 3 32 . 3 Vel = 4 . 64
31 . 99 1 . 682 1E 3. 97 32 . 6 32 . 6 K = 5. 60
116 C=120 1T 14 . 85 1 . 3 0. 0
63 . 89 0 . 112 18 . 82 2 . 1 32 . 6 Vel = 9. 31
A4 63 . $4 36. 0 K = 10 . 63
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE {PSI)
___ ____
_ _ _ _ __ _ ..._ � .
NOTE: '
, ,
IT 15 THE OWNERS RESPONSIBlLTY TO m '
HYDRAULIC DE51GN CRITERIA PRovIDE ADE4uETE HEAT (40 DEGREES F}
! i � AND FOR MAINTANING THE SPRINKLER
i � � REMOTE AREA LOCATION: REMOTE AREA #1 SYSTEM PER NFPA 25 '
� I i
i � I '
- - - � 'T i'= ^ �'x ^ i'=cJ—�'=—` ,^ �'x i'2 �'2 i'2 '�a i HAZARD DESCRIPTION: ORDINARY HAZARD GROUP II
.._-t24.0-_-7_-'_'12GA-_-_1-_-_-124.0-'-.1______. -124.6 -__..-t-.._.._..__.124.0._" ._7__ ..__-_ __._.___'-__._'_ �
' -- --- --------------- --- .20 GPM/SF 1 PIPE (TYP) BRANCHLINE
_ _...-- ---_ . .. -- --__ .... . . ..... _.- ------ � - CALCULATED DEN5ITY:
� � DESIGN AREA: t500SF —� O�— 100 101 102 103 104 A1
i �os ios to� �os ios i
� i�z n i�2 i�2 � >>2 .�,. �� � ,z �,Z , MAX. AREA PER HEAD; 124 SF „ „ 25 50 75 101 �
i � .. � —��—a - � # OF HEADS FLOWING: 17 1 xt 2 REDUCER � o 0
124.0 1 124.0 1 124.6 1 124.0 1 124.0 1 �,
i i K-fACTOR: 5.60 1� 106 l0 108 109 A �-' j �
� REMOTE AREA �I SPRINKLER DEMAND; 453 GPM � � I
� � � NOSE AILOWANCE; 250 GPM CEILING
(.20gpm/1500sq.ft.) � 25 50 75 102
I TOTAL SYSTEM DEMAND: 703 GPM Wj14.4 PSI REQUIRED ',
; I AT THE BASE DF RISER � NEW CONCEALED m
� �io t�i »2 it3 �ia � SPRINKLER HEAD In
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� RELOCATED SPRINKLER DETAIL llo i11 112 113 114 ;
€ (7YPICAL) I A
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A._ _' - � o � i PIPE RING DRAWN BY: J.LAWTON '
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� �� i � � � ' CONTRACTOR: THE MART(NS
--'--' - - -- -- - --- --- ' '._�C;_ . . i . .
I 4" UP FROM FIRST i 4" UP FROM FIRST � � 4" UP TO�SECOND ' � - � � � 4" UP TO SECOND ' COMPANIES
I� j fL00R 3 � I SPRINKLER RISER ROOM � ; j I
I FLOOR � FLOOR ; » FLOOR
. � 4 I � 8 POT ER ELECTRIC BELL 1 �„ X 2 � 2„ X 12 � 2„ J I I TYPICAL TRA�PEZE HANGER DETAIL
` i i � 1 ' ' ! IAMESE FIRE DEPARTMENT C = � (SECOND fU.00R ONLY)
` - 1 I 6" SPRINKLER LEAd IN -/G �ONNECTION I i E ' II
� SECOND FLOaR SPRINKLER PLAN ' � �BY °T"ERS� � � � ' ' , � �
�� S�A`E: ,�8�� = '�-o�� � FIRST FLOOR SPRINKLER PLAN ��
� , SCALE: t/8" = i'-0„ �
ceoov�o so e�eow� To �,�
- � �� HEAD B�oCK: FLOW TEST DATA
�-4 WAY BRACE
` SPARE HEAD Box W/SPARE HEAos SYM CNT POSITION FINISH TEMP K NPT SIN MFG. M�DEL# '
" �AND WRENCH STATIC --- 85 PSi w
/�4 CR. CHECK YA. OO 39 UPR BRASS 200 5,60 1/2' TY3131 Tyco TY-FRB � � � .i
AtnRM eELL� � / v ` Q 64 PEND CHROME 155 5,60 1/2" TY3505 Tyco RFii RESIDUAL — 82 PSI � z �
GR. TEE Q 95 UPR BRASS 155 5.60 1/2' TY3131 Tyco TY-FRB _--_ '
�
_ 4� FLOW 1332 GPM � w
I
� � LOCATION — JEFFERSON AVENUE '� �
0F� DONE BY -- PROFESSIONAL FIRE SYSTEMS � �
� 6" — TYCO FIG 513 RISER MANIFOLD . �
W/' 3/4" RELEIF VALVE SET AT 175 P51,
,�, TESiT/DRAIN VALVE WITH 1/2" TEST ORFICE, �� �
FL09W SWITCH, PRESSURE GAUGE �Q
0 4• � t��
� � 4" — AMES 200 COLT � . � . � � � � . � � � � ^
Z BACCKFLOW W/ GR. . � W�
BUITfERFLY GATE VA. • GENERAL NOTES.
� � � w
A"`°RAo�N�o`"� 1 . SPRINKLER SYSTEM HAS BEEN CALCULATIEd AS ORDINARY HAZARD GROUP II � � ''�Q
'�—F,RE oE�. �a„N. TO A DENSITY OF .20 OVER 15�� SQ. FT. WITH 250 GPM OUTSIDE HOSE � � `�' �'
, 2• x 3�-a• S�H. � �A��. ALLOWANCE.
i TNRU. IXTERIOR WALL �� . _-1/2' BpLL DRIP I
2. OCCUPANCY IS ANIMAL HOSPITAL.
� . � : � W/ GALY. WALL PtATE 6" x 4° GR. REDUCER � � � � � � � . �'
�R. F«. 3. ALL PIPE GREATER THAN 1 " IS BLACK SCHEDULE 10 WITH SHOP WELDED ` � � � '
,I
OUTLETS AND ROLL GROOVED ENDS WITH GROOVED FITTINGS AND CdUPLINGS.
sPRir�K��R RisER oETAi� ALL 1 " PIPE IS SCHEDULE 40 WITH THREADED ENQS AND QI FITTINGS.
I N.T.S.
SHEET 1 OF 1
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