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39 NORMAN ST - BUILDING INSPECTION (9) RECEtVED taSPECTIONAL SERViCES � The Commonwealth�p�f, ll�fls�yqct�lts@t4rs3 h� Department of uyiYic Safety � ' /1 Massachuse[ts Sta[e Building Code(7S0 CMR) ��� Building Permit Application for any Building other than a One-or Two-Family Dwelling � ('fhis Section For Officia(Use Only)� � �/� Building Permit Nwnber: Da[e Applied: ;Building Officitil: _ `y� SECTION 1:LOCATION(Please indicate Block#and Lot l�for locations for which a street address is nobavailable) — �`1 j13�i'—MhNS�� � ."kl.l�✓"l C;': I��� � No.anJ Stree[ City/Town Zip Code Name of Building(if applicable) _^ F t/�K�S ' SECCION 2:P20POSED WORK. � �. IV I lLL Edition of MA State Code used_ If New Construction check here�or check all that apply in Uie two rows below — Exis[ing Building Repair❑ Alteration ❑ Addition❑ Demolition O (Please fill ou[azid submit Appendix 1) Change uf Use ❑ Change of Occupanry ❑ Other ❑ Specify: Are building plans and/or construction Socuments being supplied as part of this permit applicaHon? Yes IVo ❑ [s:m Independen[Structural Engineering Peer Review reyuired? Yes ❑ No'� Brief Description of Propose�l Work:�N�7 �4� �l�_ `.��kl l�I�L�c �i 5\�1� �k CG� �L�Iv SECTION 3:COMPLETE TFIIS SEC7ION IF EXISTING BUILDING UNDERGOING REIVOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY � � Check here ff an ExisHng Building Investigation and EvaluaHon is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SEC'I'ION 4:BUILDING HEIGHT AND AREA � � Existing Proposed No.of Floors/S[ories(indude basement levels)&Area Per Flcwr(sq. ft.) Total Area(sy.ft.)and Total Height(ft.) � � SECTION 5:USE GROUP(Check as a licable) . �- A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ Ad❑ A-5❑ B: Business E: EducaHonal ❑ F: Facto F-1 ❑ F2❑ H: Hi h Hazud H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ 1: InstituHonal I-1❑ 1-2❑ [-3❑ I-1❑ M: Mercantile� R: Residential 2-1❑ R-2❑ R-3❑ R-0❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use O and please desuibe beluw: . Special Use: ' SECTION 6:CONS'I'RUCC[ON 7'YPE(Check u ap licable) IA ❑ 16 ❑ IIA ❑ IIB ❑ IIIA O ❑IB ❑ IV ❑ VA ❑ VB O SECTION 7:SI'IE INFORMATION(refer to 780 CMR 111.0 for details on eath item) Trench Permik Debris RemovaL � Water Supply: Flood Zone InformaHon: Sewage DisposaL• Licensed Dis osal Site❑ Public� Check if outside Flood Zune❑ Indicate municip.l❑ �trench wlll not be p required �or trench or specJy: Private❑ or indentify Zone or on site system❑ vermit is endosed❑ 2ailro�d right-of-way: Hazards ta Air Navigation: \I\i I� t<�ric,� omm�,s�un it .u�� Pruc�,s: Not Applicable❑ ts Stmcture within airport approach area? ls[hcir review mmpleted? or Consent ro Build enclosed❑ Ycs 0 or No❑ Yes❑ No ❑ SECT/ON 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): �Cype of Construction: Occupant LooJ per Ploor: Does Ihe builduig contain in Sprinkler S}'stem?: Special Stipulations: , �PDK X �t �c��o � �•�n a SE�`ION-.9:�PROPERTY OWNER AUT}IORtZATION � Name and Add ress of Property O�vner��-��" ' "��'` � ��C�'TGV4� s}'1: ' ,t�,.��, . Fl� 1r�%SC�. Name(Print) � �' � f��'No��nd'Sfreet'��;j City/Town Zip i Pro{�e�rty Owner Contact Infonnafion: �C��i� �(i'S �"�-�` � k�L.�iU� i�l�%:v'�"�" � Title � Teiephone No. (business) Tclephone No. (cell) e-mail address � If applicable, [he property owner hereby authorizes Name Street Address City/Town State Zip to act on the ro er owner's behalf,in all matters relative to work authotized b this buildin ermit a lication. � � . . � SECTION.lO:CONSTRUC'I'IONCONTROL(Please�fillouf�Appendix2)�. - � . � - If buildin is less than 35;000 cu.ft:ofenclosed s ace and or not unAer Conshvction Conhol then check here O and ski� SecNon 30.1 101 Re-istered Professional Res �onsible far ConstrucHon Control � � � � � � -� �}t� F�Q� P�.�i�`>v''�._ �z3� � h�€�'���"�� Name Re�istran[) Telephone No. e-mail address Registmtion Number zl Pv�JiL.� /v.. �:rZA�T�:J i'�_q e�i3�� Street Address City/Town State Zip Discipline Expiration Date c� �i ]f✓ ut%'`5 `��- -`5232 �_" 10.2 General Contractor- �- ' � � � - � � � � � - � � � � . - - � Company IVame � � �' �1�' C_�!��UNIG� wr�Sc � i�'av Cs - C��1��6 � E�C9 712s� r-� -Z Name of Person Responsible for Construction License No. and Type if Applicable c:�R'lz� C�.��rvk;f� Stmet Address City/Town , State Zip � Tele hone No. business Tcle hone No. cell � e-mvl�ddress � - SECI'ION 11:WC?HKF.ItS'c":OA9PISNSA'170N IlVSUR}�NCE:VI.FIU;\Vl"1' M.G.G.c.152. �25C 6 � A Workers'Compensation[nsurance Affidavit from[he MA Deparhnent of Industrial Acciden[s must be comple[ed and submitted wi[h this application. Failure to provide this affidavi[will result in the denial of the issuance of the building permit. [s a si ned Affidavit submitted with this a licaHon? � Yes❑ No ❑ � � � � SECI'ION12:.CONSTItUCTIONCOSTSAND�PERMITFEE'.���� � - � � - � � . Item Estunated Costs:(Labor and Materials) Total Consfruction Cost(from Item 6)_$ � 1. Building � Building Permi[Fee=Tutal Cons[ruction Cost x_(Insert here 2. Electrical $ appropri�te municipal factor)_$ 3. Plumbing � 4. Mechanical (HVAC) $ No[e: Minimum fee=$ (contact municip�lity) �,, 5. Mechanical Other � E�����se check paynble to � 6.Total Cos[ $ (contact municipxility):md wri[e check number here � . SECTION 13:SIGNA'I'URE OF BUILDING PERMIT APPLICANT � � . By en[ering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this applicntion is true:�nd accurate[o the best�'of� y m vledge and understanding. _f�>Sc',-���/ t ;�.s'.l�o � � C�c.�).�c.� 5Z�; `f7/ _ v,;z7�� �� Ple:ue print and sign name Title . l'elephone No. Da[e t�i r 13�.✓f=,2c 7 K', i� i�n.I7{ G��.9-�;v-..J k✓�� !�;S- 3 � � Strcet Address City/Town S[ate Zip N(unicipal Inspector to fill out this section upon application approval: - - Name � Date ACORD" ARJPIRE-01 JDZIOK �'. OATE(MMIDD/VYri) CERTIFICATE OF LIABILITY INSURANCE �ois�zo�s 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 BYTHEPOLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BEiWEEN 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 conditlons of the policy,cert�in policies may require an endorsement. A statement on this certiTicate dces not confer rights to the certiTicate holder in lieu of such endorsement�s). PROWCER CONTACT AXiA Insurence Services NA�� 933 East Columbus Ave PHONE FAX �ac,No,e:q: 413 788-9000 �ac,Noi: 413 886-0190 Springfield,MA 01105 E-AAIILLADORE55: , inf xia rou .net INSURER S AFFORDING COVERAGE NAIC Y iNsuneRn:Arch Insurance Company INSURED iNsureeres:QuincyMutualFirelnsurance 15067 ARJ Fi�e Protection,LLC ir+sursenc:National Union Company 2t eeverly ttoad �NsurseR o:Associated Employers North Grafton,MA 07536 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS 70 CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO7YVITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEN7 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.LIMI7S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TWEOFINSURFNCE ADDLSUB PoLICVEFF PoLICVEXP LIMITS LTR INSD NNO PoLICV NUMBER MMIDD/YYVY MNYDD/YYVY A X COMMERCIALGENERALLIABILRY AGI.002173-02 W/O'I/2O'IS O7/07@016 �CHOCCURRENCE S I�OOO�OOO CL4IMS�MADE �CCUR DAMAGE TO RENTED b 'IOO�OOO PREMISES Ea ocwrtanca MEDE%P(Myoneperson) S 70�00 iGREGATE LIMITAPPLIES PER: PERSONAL 8 ADV INJURV S 'I�OOO�OO GE JCV � jEa u LOC GENERAIAGGREGA'fE $ ��OOO�OO 1ER: GRODUCTS-CAMP/OPAGG E $�QOO�OO X $ B AUTOMOBLLELIABILRV AFl/ZaS183 07/�3/2015 07/03/20�6 COMBINEOSINGLELIMIT $ ���0��p�� Ea accidem ANYAUTO BOOILVINJURV(Perperson) $ � LOWNED �SCHEDULEOAUTOS BODILVINJURY(Perectltler2) $ � pUT� PROPERNDHMAGE $ X �lON- (PeracdEent) OWNEDAUTQS HIftEO FUTOS S UMBRELLALIAB �( OCCUR EACHOCCURRENCE S §��QD�QQQ EXCESS LIAB CLAIMSMFDE C X EBV�6�8��72 �7/��/2��5 ��ro�/2��6 AOGREOATE S rJ�000�00� DED X ���OOO RETENTON$ $ p WORKERSCOMPENSATION WCC500-5012294-2015A O7/O'i/YO�S 07/01/2076 J( PER OTHER STAiUTE NDEMPLOYERS'�IABIIITV YI ANV PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT S SOO�OO FICERIMEMBERE%CLUDE�? NIA E.L.DISEASE-EA $ SOO�OO EMPLOYEE (MaMatory in NH) E.L.DISEP.SE-POLICV LIMIT $ SOO�OO Ifyes,Eescribe untler DESCRIPTION OF OPERATONS belaw � The Commnnwealth ofMassachusetts DeparhnentoflndustrialAccidents . � I Congress Street,Suite l00 Boston,MA 021I4-2017 www.mass.gov/dia R'orkers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FII,ED WITH THE PERMITTING Ai7THOWTY. Applicant Intormation Please Print Le 'blv f \ r �/- � ` . N31Tle (Business/Organization/Individual): ,�1'�.� � � K�. �1�,��E G'�l C��,� Address:_ Z� ��v�.{,`,�,� U City/State/Zip: !v ��'Z�l�- j Cc� G�tv�}- Phone#: ,.� �� � �'t�'� — �'$Z3Z Are you an employer?Check the appropdate box: � �1 Type of project(reqaired): 1. I am a employer with l-� employees(fiil]and/orpart-time).' 7. �NeW ConSWChon 2. I am a sole propneror or parmership and have no employees working for me in $, �Remodeling � any capaciTy.[No workers'comp.ins�uance required.] 3. I am a homeowner doi all work m self. 9. ❑Demolihon ❑ �B y [No workers'comp.ins�uance required.]1 4.�I am a homeowner arid will be h'uing coniractors ta conduct all work on my property. I wi0 10 Q Building addition ensure that aIl contrectors either have workers'compensation insurance or are wle I 1.Q ElechiCal repairs 0I additions proprietors with no employees. � � 12.�Plumbing repairs or additions 5.❑I em a genera]conVSMor and I have hired the subco�mnctors]is[ed on the attached sheet. These subconhac[ors Lave employees and have workers'comp.insuraz�ce.= 13.❑ROof iepaiis 6.Q We are a coryontion and its ofricers have exercised the'v right oPexemp[ion per MGL a 14.Q O[llei 152,§1(4),and we have no employees.[No workers'comp.inswance required.] . � "My appticant that checks box#1 must also fill out the section below showing thea workas'comprnsation policy infomiation. � t Hameowners who submit this affidavit indicating they are doing aIl work end thrn Lire outside contractots mus[submit a new affidavit indica�itMg such. IContracwrs that check this box must attached an additional sheet showing the name of the sub-comrzc[ors and state whether or not those enrives have employeu. If Ihe sub-contractors have employees,they must provide Neir warkers'comp.policy munber. � I am an employer,that is prnviding workers'compensation insurance for my emp[oyees. Below is the policy and job srte tnformation. �/�, Insurance Company Name: �1R�� ��vSC�2�'��vLµ c�,�r2V�C�� Policy#or Se]f-ins.Lic.#:��'� (.�,>Z��-j ��-c'Z E�cpiration Date:��-'�C7� �" �l� JobSiteAddress:_ .��'1 �C��`1✓�f� � 'v� F,L �,yty/State/Zip: �t1�1��^1 D"l�4- Attach a copy of the workers'compensation policy declaratlon page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. ]52,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civi]penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day agains[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 cerlify under the pains and penaUies ojperjury that the information provided above is true and correct. - . S_i�a[ure- Date I �Z� � �C� Phone#• �l�S' '�{�' � ` �$7 3 Z � O�cial use an[y. Do not write in this area,to be comple[ed by city or town o�ciaL City or Town: Permit/License# � Issuing Authority(cirde one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i � Information and Instructions Massachusetts General Laws chapter 152 requ'ves all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any conhad of hire, express or implied,oral or written." � An employer is defined as"an individual,par[nership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,paitriership,association 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,cons[ruction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commouwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of ifs political subdivisions shall enter into any contract for the perfomiance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracring authority." Applicants Please fill out the workers'compensarion affidavit completely,by checldng the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with theu certificate(s)of insurance. Limited Liability Co�anies(I.LC)or Limited Liability Parh�erships(LLP)with no employees other than the members or pariners,aze not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be retumed to the city or town that the application for the pem�it or license is being reques[ed,not the Departrnent of Industrial Accidents. Should you have any questions regarding the law or if you aze required to obtain a workers' compensation policy,please call the Depar[ment at the number listed below. Self-insured companies should enter their � self-insurance license number on the a ro riate line. City or Town O�cials - Please be sure[hat the affidavit is complete and printed legibly. The Departrnent has provided a space at the bottom of the affidavit for you to fi11 out in the event the Office of Investigarions has to contact you regazding the applicant. Please be sure to fill in the pemvUlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given yeaz,need only submit one affidavit indicating current . policy informarion(if necessary)and under"Job Site Address"the applicant should write"all locations in � (ciry or town):'A copy of the affidavit that has been officially stamped or mazked by the city or town maY be provided to the applicant as proof that a valid affidavi[is on file for future permits or licenses. A new affidavit must be filled out each year.V✓here a home owner or cirizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The DepartmenYs address,telephone and fa�c number: � The Commonwealth of Massachusetts Department of Indushial 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 02-23-15 www.mass.gov/dia DESCRIPTION OF OPERATIONS/LOCATpN5/VEHIGLES (ACORD 101,Atltlkional Remarks SchetlWe,may be attnchetl if more spaee Is requlreG) CERTIFICATE HOLDER CANCEILATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEILED BEFORE THE EXPIRA710N DATE THEREOF, NO710E WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORREDREPRESENTATNE ti �l��.,G�.�r=��r�'�'_ � �1985-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD "°`�^ Commonwealth of Massachusetts ;� !' ~ a � � Citv of Salem � ��� �� ,, 120 Washington St,3rd Floor Salem,MA 01970(W8)745-9595 x5641 ���� Return eard to Building Divlsion for Certificate of Occupancy � Permit No. 8-15-1296 p E R M IT TO B U I L D FEE PAID: $220.00 DATE ISSUED: 11/30/2015 This certifies that HOLYOKE MUTUAL FIRE INS CO has permission to erect, alter, or demolish a building 1_HOLYOKE_SQUARE Map/Lot: 2505740 as follows: Additions - 1 & 2 Family� DEMO WORK- REMOVE SHEE RT OCK WALLS & OFFICE SUPPLIES. REMOVE CA`RPET & FLOORING - NOTHING STRUCTUFti4L Contractor Name: Caponigro Construction Co Inc DBA: Contractor License No: 061061 11/30/2015 Building Official �'` Date f This permit shall be deemed abandoned and invalid unless the work authorized by this permR is commenced within s xi months aRer issuance.The Building Official may grant one or more extensions not to exceed six m�nths each upon written request. � All work authorized by this permit shall conform ro the approved application and the approved constniction•do�cuments for which this permit has been granted. All consVuction,alterations and changes of use ot any�building and structures shall be in compliance with the I catl zoning by-laws�ynd codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspectlon for the entire duration of the work untll the completion of the same. � � � � The Cert�cate of Occupancy will not be issued until all applicable signatures by the Building and Fire Offcials-are provided on thisIpermit. "P�rsons coniractin with unre istered coniractors do not have access to the uaraqry tund'(as set fonh in MGL c.142A). H�C �: 121999 9 9 9 Restrictions: � Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. �ONO[q� Commonwealth of Massachusetts ;� r' v- _ S � Citv of Salem ��� � n ��� 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 � Return card to Building Division for Certifieate of Oeeupancy � Permit No. B-14-1256 p E R M IT TO B U I L D FEE PAID: $209.00 DATE ISSUED: 7/31/2014 This certifies that HOLYOKE MUTUAL FIRE INS CO has permission to erect, alter, or demolishka_buildingT,_1,HOL.Y_OKE_SQUARE�` Map/Lot: 250574-0 as follows: Renovation BUILD NEW PARTITIONS, INSULATION, BLUEBOi4RD, PLASTER, INTERIOR DOORS, FIOORING & BASEBOARDS @ 39 NORMAN ST, SUITE 301;(COMMONWEALTH LABATORIES) f Contractor Name: Caponigro Construction Co Inc � DBA: Contractor License No: 061061 I � 7/31/2014 Building Official / Date ,� This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six mo`nths each upon�ntten request.� \ All work authorized by this permit shall conform to the approved application and the approved construction docu`ments for which his permR has been granted. All construction,alterations and changes of use of any',building and structures shall be in compliance with the lo al zoning by-laws,nd codes. � � j � t This permit shall be displayed in a IocaGon clearly visitile 6om access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. � I � j The Certificate of Occupancy will not be issued until all{applicable signatures_by_the.Building_and FireAfficials are provided on thiIs permit. H�C #: 121999 °Persons contracting with unregistered contractors do not have access to the guarany fund"(as set forth in MGL c.142A). Restrictions: � _ � � Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. °"° " Commonwealth of Massachusetts � , '� - + Citv of Salem � �� I d � A 120 Washingron St,3rd Floor Salem,MA 01970(978)745-9595 x5641 \ �� ` Return eard to Building Dlvision for Certificate of Occupancy �� � Permit No. 8-�5-21� p E R M IT TO B U I L D FEE PAID: $187.00 DATE ISSUED: 3/31/2015 This certifies that HOLYOKE MUTUAL FIRE INS CO has permission to erect, alter, or demolish�a building�i_HOLYOKE_SQUARE Map/Lot: 2505740 as follows: Renovation AT 39 NORMAN STREET: �� ADD TWO (2) OFFICES TO 3RD FLOOR OFFICE AREAS @ COMMONWEALTH LABS IN SUITE 301. PLANS ON FILE � Contractor Name: Caponigro Construction Co Inc DBA: Contractor License No: 061061 3/31/2015 Building Official � Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Officiai may grent one or more extensions not ro exceed six moynths each upon wripen,request �� All work authorized by this permR shall conform to the approved application and the approved con�uments for which thisi permit has been grented. All constmclion,alteretions and changes of use of any�building and stmctures shall be in compliance with the local zoning by-laws nd codes. This permit shall be displayed in a location cleady visible from access strl et or road and shall be maintained ope�tor public inspectil n for the entire duration of the work until the completion of the same. � I � The Certficate of Occupancy will not be issued until all applicable signatUres_by_the Building and Fice.Officials are provided on this�ermit. HIC #: 121999 "P�rsons contracting with unregistered contractors do not have access ro the guara�und°(as set torth in MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. . . .. '.� �,t.'rr .4�e k�:.'.M^� t t "- ��t .+� � P 'Y'4-.. TM ;. � ' ; . � - , � Com,�ho�wealth of�IAassachusetts : � , Department of Public�Safety a.� ' . ' ' , $Prinl�ler Co�ttaetar �, .�g " "# . �[�, � � Ziyense: SC 210016 ��' � ' =t1�° . I .. JOSEPH S ORSILfA "-�� ���y. , � " � - �21 BEVEItI:Y RI'�. ' R � s , �% . . � • N GRAFTON MA Ol�� � . **_,A ' r� �� �' i � ; :', r � �� ' � - ' a°�' . ,�. � . . : . � � ' . ��Y �.. � � � � � ',u . �J..�..•.�l � ,.�rra�•� Expiratibn. 4 � � �+i.� � � Commissioner , ' � �*. t , 02/OW2017 �'_ ( .Y� u w t` i�'i�.i e d a � ,.i_.. " C f � , CALCULATION SUMMARY Project Name: SPRINKLER SYSTEM ADDITION-2ND FLOOR Project Location: 39 NORMAN STREET Drawing No. :200-025 City: SALEM, MA 01970 � Design Areas II �. Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To � � Name (Model) Application Source Density Pressure Flow Heads Streams Source �h�) �9Pm) �PS�) �9Pm/ft�) �PS�) �9Pm) # �9Pm) �PS�) 1 Demand (HW) LIGHTHAZARD 1547 430.8 82.6 0.1 8.7 16.5 16 100 15.6 2 Demand(HW) ORD HAZ I 1550 589.9 82.5 0.15 10.3 18 18 250 36.4 ��P�,ZN�F MASgqo o� JASON M.C. yc � KAHAN m� � FIRE PROTECTION � 0.4838 Q Q. �,c F�'�STEP` �F.�`' S�ONAI E File:39 NORMAN-FP.dwg Date 1/26/2016 Copyright @ 2002-2012 Tyco Fire Protection ProduCis Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:SPRINKLER SYSTEM ADDITION-2ND FLOOR Contract No. :200-025 City: SALEM, MA 01970 Project Location: 39 NORMAN STREET Date: 1/26/2016 Contrector Information Name of Contractor: ARJ FIRE PROTECTION Address: P.O. BOC 301 City: NORTH GRAFTON, MA 01536 Phone Number: (508)471-8232 E-mail: Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdidion: SALEM FD Design Remote Area Name 1 Remote Area Location . 2ND FLOOR OFFICE Occupancy Classification LIGHT HAZARD Density(gpm/ft') 0.1 Area of Application (ft') 1547 Coverage per Sprinkler(ft') 196 Number of Calculated Sprinklers 16 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 . Total Water Required(incl. Hose Streams)(gpm) 430.8 Required Pressure at Source(psi) 66.7 Type of System Wet Volume-Entire System (gal) 320.8 gal Water Supply Information Date 12/29/2015 ' Location 39 Norman Street Source W 1 Notes THIS CALCULATION INCLUDES THE HMD 1500 SF OF RENOVATED OFFICE AREA ON THE SECOND FLOOR File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright OO 2002-2012 Tyco Fire Protection Protlucts Page 2 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 IO�timized Hvdraulic Simplifiedl a File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright m 2002-2012 Tyco Fire Proteclion Products Page 3 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams � Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft�) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 83 1233 78 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(wstom defined) Hose Flow(gpm) ""-------------'-"""""-------"-"""""""-------"""""""'-------" Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 330.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 """""""""""""""""""""""""""""""""""""""""" Total Sprinkler Flow(gpm) 330.8 Other Required Margin of Safety(psi) 0 Wt -Pressure(psi) 66.7 Wt -Flow(gpm) 330.8 Demand w/o System Pump(s) N/A File:39 NORMAN-FP.dwg Date 1/26/2016 Copyrigh[�2002-2012 Tyco Fire Protection Products Page 4 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Analysis for : 1 f Supply t System Demand t Add.Out. Hose 90 , S1� �I � �� E I �� f ,, ,..: S2 77. S6 80 � , � � 70 � � I - --�-- 60 � Q- 50 � �; _ -1-_ i � dN _ _� _ 40 ' a` --{--- — 30 � � I --�- 20 � -._ _-i D1 10 i I � � i Q u4 4 �l� � 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File: 39 NORMAN-FP.dwg Date 1/26/2016 Copynght�2002-2012 Tyco Fire Protection Protlucts Page 5 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Analysis for : 1 Graph Labeis Values Label Description Flow (gpm) Pressure (psi) Si Supply point#1 -Static 0 83 S2 Supply point#2-Residual 1233 78 Di Elevation Pressure 0 11.9 D2 System Demand 330.8 66.7 D3 SystemDemand+qdd.Out.Hose 430.8 66.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 82.4 379.2 15.6 430.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft�) (gpm/psiYz) (gpm/ft�) (gpm) (psi) (gpm/ft') (gpm) (psi) 51 Overhead 165 5.6 0.1 16.5 8.7 0.102 16.8 9 Sprinkler 510 Overhead 196 5.6 0.1 19.6 12.3 0.309 21.3 14.4 Sprinkler S11 Overhead 196 5.6 0.1 19.6 12.3 0.12 23.5 17.6 Sprinkler 512 Overhead 196 5.6 0.1 19.6 12.3 0.103 20.2 13 Sprinkler 513 Overhead 196 5.6 0.1 19.6 12.3 0.112 22 15.4 Sprinkler Overhead S14 100 5.6 0.1 10 7.2 0.213 21.3 14.4 Sprinkler 515 Overhead S00 5.6 0.1 10 7.2 0.214 21.4 14.5 Sprinkler S16 Overhead 100 5.6 0.1 10 7.2 0.254 25.4 20.6 Sprinkler SZ Overheatl 165 5.6 0.1 16.5 8.7 0.1 16.5 8.7 Sprinkler 53 Overhead 165 5.6 0.1 16.5 8.7 0.146 24.1 18.5 Sprinkler Sa Overhead 165 5.6 0.1 16.5 8.7 0.104 17.1 9.3 Sprinkler SS Overhead 165 5.6 0.1 16.5 8.7 0.102 16.8 9 Sprinkler 56 Overhead 165 � 5.6 0.1 16.5 6.7 0.147 24.3 18.8 Sprinkler File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyrigh[02002-2012 Tyco Fire Protection Protluc[s Page 6 S� Overhead 165 5.6 0.1 16.5 8.7 0.109 18 10.3 Sprinkler S8 Overhead � 165 5.6 0.1 16.5 8J 0107 17J 9.9 Sprinkler S9 Overhead 165 5.6 0.1 16.5 8.7 0.149 24.6 19.4 Sprinkler File: 39 NORMAN-FP.dwg � � Date 1/26/2016 Copyright OO 2002-2012 7yco Fire Pmtection Products Page 7 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psiVz k ft � P si ft� ft SZ HEAD 5.6 29.42 2605.62 Overhead Sprinkler 0 165 1126.66 Sl HEAD 5.6 29.42 2595.62 Overhead Sprinkler 0 165 1126.66 SS HEAD 5.6 29.42 2605.62 Overhead Sprinkler 0 165 1114.66 54 HEAD 5.6 29.42 2595.62 Overhead Sprinkler 0 165 1114.66 Sg HEAD 5.6 29.42 2605.62 Overhead Sprinkler 0 165 1104.66 � S� HEAD 5.6 29.42 2595.62 Overhead Sprinkler 0 165 1104.66 512 HEAD 5.6 29.42 2599.46 Overhead Sprinkler 0 196 1096.68 S10 HEAD 5.6 29.42 2581.46 Overhead Sprinkler 0 196 1110.68 513 HEAD 5.6 29.42 Z589.46 Overhead Sprinkler 0 196 1110.68 514 HEAD 5.6 29A2 2586 . Overhead Sprinkler 0 300 1128.79 S15 HEAD 5.6 29.42 2586 Overhead Sprinkler 0 100 1120.79 S11 HEAD 5.6 29.42 2591.46 Overhead Sprinkler 0 196 1096.68 53 HEAD 5.6 29.42 2615.62 Overhead Sprinkler 0 165 1126.66 56 HEAD 5.6 29.42 2615.62 Overhead Sprinkler 0 165 1114.66 S9 HEAD 5.6 29.42� 2615.62 � Overhead Sprinkler 0 165 1104.66 516 HEAD 5.6 29.42 2613.18 Overhead Sprinkler 0 100 3097.28 217 NODE 30 2595.79 Node us.Tee 0 1126 216 NODE 30 2598.79 Node us.Tee 0 1114 215 NODE 30 2598.79 Node us.Tee 0 1105.33 214 NODE 30 2598.79 Node us.Tee 0 1096.68 248 NODE 30 2589.06 . Node us.Tee 0 1128.79 247 NODE 30 2589.06 Node us.Tee 0 1120.79 246 NODE 30 2589.06 Node us.Tee 0 1110.68 002 NODE 30 2589.06 Node us.Tee 0 1096.68 197 NODE 30 2613.85 Node us.Tee 0 1126.66 File: 39 NORMAN-FP.dwg . Date 1/26/2076 Copyfi9htOO 2002-2012 Tyco Fire Protection Produds Page 8 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi+h ft ft � psi ft� ft 196 NODE 30 2613.85 Node us.Tee 0 1114.66 195 NODE 30 2613.85 Node us.Tee 0 � 1104.66 194 NODE 30 2613.85 Node us.Tee 0 1097.28 188 NODE 30 2613.85 Node us.Tee 0 1040.37 185 NODE 30 2598.79 Node us.Tee 0 1040.37 009 NODE 30 2589.06 Node us.Tee 0 1040.37 122-0 NODE 30 2558.01 Node coupling 0 1028.43 122-I NODE 30 2558.01 Node coupling 0 1028.75 121 NODE 30 2558.01 Node us.90 0 1031.37 123-0 NODE 9 2556.03 Node coupling 0 1031.37 123-I NODE 9 2555.54 Node coupling 0 1031.37 124-0 NODE 9 2536.1 Node coupling 0 1031.37 124-I NODE 9 2535.1 Node coupling 0 1031.37 127-0 NODE 1 2533.49 Node coupling 0 1031.21 127-I NODE 1 2533.49 Node coupling 0 1028.17 W 1 2452.6 Supply SUPPLY 0 z 1023.37 . 129 NODE _6 2533.49 � Node us.90 0 3025.37 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright O 2002-2072 7yco Fire Pro[ec[ion Protlucts Page 9 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Path # Type Schedule HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End ft gpm psi/ft psi in ft k ft/s psi psi 1 Brline 40 120 1(us.Tee-Br);2(us.90); 8.08 16.5 0.0908 0.3 217 222 PIPE 1 0.004 9 17.08 6.13 1.6 -0.3 52 1 Brline 10 120 33.3 0.0336 0.2 216 218 PIPE 1.5 0.004 1(us.Tee-Run); 12 4.82 0.4 0 217 1 Brline 10 120 67.2 0.1235 0.6 215 217 PIPE 1.5 0.004 1(us.Tee-Run); $•67 g,73 1.1 0 216 1 Brline 10 120 102.8 0.2714 1.5 214 216 PIPE 1.5 0.004 1(us.Tee-Run); 8.65 14.88 2.3 0 215 1 Brline 10 120 4(us.Tee-Run);1(us.Tee-Br); 56.31 123 0.3782 2.1 185 211 PIPE 1.5 0.004 9.84 66.15 17.8 25 0 214 1 Cmain 10 120 9 73 221.4 0.0445 0.5 009 186 PIPE 3 0.004 1(us.Tee-Run); g.51 0.4 0 185 1 Cmain 10 120 1(coupling);2(us.Tee-Br);4(us.Tee- 50.35 330.8 0.0936 1.1 122-0 120 PIPE 3 0.004 Run);1(us.90); 101.42 12.72 9.5 0 009 51.07 1 VALVE BFV-N 0 � 32 330.8 4.0503 0 122-I 381 VALVE 3 D � 0 1.3 0 122-0 1 Cmain 10 120 1(us.90); 2.61 330.8 0.0936 1.1 121 121 PIPE 3 0.004 9.41 12.02 12.72 1.1 0 122-I 1 Cmain SO 120 1(coupling);1(us.90); 22.98 330.8 0.0036 0.1 123-0 123 PIPE 6 0.004 18.86 41.84 3.34 0.2 9.1 121 1 VALVE BFV-N 0 � 49 330.8 0.0821 0 123-I 383 VALVE 6 0 0 0.0 0 123-0 1 Cmain SO 120 1(coupling); 19.45 330.8 0.0036 0.1 124-0 . 124 PIPE 6 0.004 1.26 20.71 3.34 0.1 0 123-I 1 VAWE AV-1 Check 0 � 1 330.8 0.1233 0 124-I 382 VALVE 6 0 0 0.1 0 124-0 1 Cmain 10 120 1(coupling);2(us.90); 9.76 330.8 0.0036 0.1 127-0 127 PIPE 6 0.004 36.46 46.22 3.34 0.2 3.5 124-I 1 BFP AmesC200H 0 3 04 330.8 0.7548 0 127-I 384 BFP 6 0 0 2.3 0 127-0 1 Cmain 10 120 2(us.90); 9.81 330.8 0.0036 0.1 129 129 PIPE 6 0.004 35.21 45.01 3.34 0.2 3 127-I 1 Cmain DI350 140 2(us.90); 90.89 330.8 0.0026 0.1 WS 132 PIPE 6 0.0018 48.39 139.28 3.3 0.4 -3.5 129 2 Brline 40 120 1(us.Tee-Br);2(us.90); 4.42 16.8 0.0936 0.3 217 220 PIPE 1 0.004 9 13.42 6.23 1.3 -0.3 Sl 3 Brline 40 120 1(us.Tee-Br);2(us.90); 8.08 16.8 0.0941 0.3 216 226 PIPE 1 0.004 9 17.08 6.25 1.6 -0.3 SS 4 Brline 40 120 1(us.Tee-Br);2(us.90); 4.42 17.1 0.0971 0.3 216 224 PIPE 1 0.004 9 13.42 6.35 1.3 -0.3 54 � 5 Brline 40 120 1(us.Tee-Br);1(us.90); 1.25 20.2 0.1317 0.4 214 � 232 PIPE 1 0.004 7 8.25 7.49 1.1 -0.3 512 6 Brline 40 120 1(us.Tee-Br);2(u5.90); 8.08 17.7 0.103 0.3 215 230 PIPE 1 0.004 9 17.08 6.56 1.8 -0.3 58 � 7 Brline 40 120 1(us.Tee-Br);2(us.90); 4.42 18 0.1062 0.3 215 2Z8 PIPE 1 0.004 9 13.42 6.67 1.4 -0.3 57 8 Brline 40 120 1(us.Tee-Br);1(u5.90); 8.19 21.3 0.1454 0.4 246 253 PIPE 1 0.004 7 15.19 7.9 2.2 -0.3 S10 8 Brline 10 120 85.9 0.1945 1 002 247 PIPE 1.5 0.004 1(us.Tee-Run); 14 12.43 2.7 0 246 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright m 2002-2012 Tyco Fire Protection Products Page 10 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Start Disch. Start Tot.Pres. End Disch. End Tot.Pres. gpm psi gpm psi SO 16.5 8.7 10.4 10 11.5 10.4 13.8 11.5 38.8 13.8 39.3 38.8 48.7 39.3 50 48.7 51.2 50 60.4 51.2 60.5 60.4 60.5 60.S 60 J 60.5 64.3 60.7 66.6 64.3 69.8 66.6 -330.8 66.7 69.8 10 16.6 9 10.4 16.8 9 10.4 17.1 9.3 13.8 20.2 13 11.5 llJ 9.9 11S ' 18 10.3 ' 16.4 21.3 14.4 19.1 16.4 File:39 NORMAN-FP.dwg Date 1/26/2016 Copyrightm2oo2-2ot2 Tyco Fire Protection Protlucts Page N Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Path # Type Schedule HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End ft gpm psi/ft psi in ft ft ft/s psi psi 8 Brline 10 120 6(us.Tee-Run);1(us.Tee-Br); 56.31 109.4 0.3044 1.7 009 002 PIPE 1.5 0.004 9.84 66.15 iS.S3 20.1 0 002 9 Brline 40 120 1(us.Tee-Br);1(us.90); 0.98 22 0.1545 0.4 246 254 PIPE 1 0.004 7 7.98 8.16 1.2 -0.3 513 10 Brline 40 120 1(us.Tee-Br);1(us.90); 2.98 23.5 0.1749 0.5 002 001 PIPE 1 0.004 7 9.95 8.73 1.7 -0.3 Sll 11 Brline 40 120 1(us.Tee-Br);1(us.90); 3.64 21.3 0.1454 0.4 248 251 PIPE 1 0.004 7 10.64 7.9 1.5 -0.3 S14 11 Brline 10 120 1(us.Tee-Run); g z1.3 0.0147 0.1 247 249 PIPE 1.5 0.004 3.08 0.1 0 248 11 Brline 10 120 42.6 0.0532 0.3 246 248 PIPE 1.5 0.004 1(us.Tee-Run); 10.11 6.17 0.5 0 247 12 Brline 40 120 1(us.Tee-Br);1(us.90); 3.64 21.4 0.1464 0.4 247 152 PIPE 1 0.004 7 10.64 7.93 1.6 -0.3 S15 13 Brline 40 120 1(us.Tee-Br);1(us.90); 2.35 24.1 O.1S34 0.5 197 200 PIPE 1 0.004 7 9.35 8.95 1.7 -0.3 53 13 Brline 10 120 1(us.Tee-Run); 12 Z4.1 0.0185 0.1 196 198 PIPE 1.5 0.004 3.49 0.2 0 197 13 Brline SO 120 48.4 0.0671 0.3 195 197 PIPE 1.5 0.004 1(us.Tee-Run); 10 � 0.7 0 196 13 Brline 10 120 � 39 73 0.144 0.8 194 196 PIPE 1.5 0.004 1(us.Tee-Run); 10.57 1.1 0 195 13 Brline SO 120 4(us.Tee-Run);1(us.Tee-Br); 56.91 98.4 0.2502 1.4 188 191 PIPE 1.5 0.004 9.84 66.75 14.24 16.7 0 194 13 Cmain 10 120 98.4 0.0099 0.1 185 187 PIPE 3 0.004 3(us.Tee-Run); 15.06 3.78 0.1 0 188 14 Brline 40 120 1(us.Tee-Br);1(us.90); 2.35 24.3 0.1853 0.5 196 201 PIPE 1 0.004 7 9.35 9 1.7 -0.3 56 15 Brline 40 120 1(us.Tee-Br);1(us.90); 2.35 24.6 0.1909 0.6 195 202 PIPE 1 0.004 7 9.35 9.15 1.8 -0.3 59 16 Brline 40 120 1(us.Tee-Br);1(us.90); 1.25 25.4 0.2017 0.6 194 203 PIPE 1 0.004 7 8.25 9.43 1.7 -0.3 S16 File: 39 NORMAN-FP.dwg Date 1/26/2016 CopyrigM m 2002-2012 Tyco Fire Protection Protlucts Page 12 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data StartDisch. StartTot.Pres. End Disch. End Tot.Pres. gpm psi gpm psi 39.3 19.1 16.4 22 15.4 19.1 23.5 17.6 15.7 21.3 14.4 15.9 15.7 16.4 15.9 15.9 21.4 14.5 20 24.1 18.5 zo.z zo 20.9 20.2 22 20.9 38J 22 38.8 38.7 20.2 24.3 18.8 20.9 24.6 19.4 22 25.4 20.6 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright m 2002-2012 Tyco Fire Protection Protlucts Page 13 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings 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 frid (Pf) (R) (gpm/psiVz) (gpm) (in) (R) (ft) (psi) (psi) Path No: 1 52 29.42 5.6 16.5 1 lx(us.Tee-Br)=5 8.08 120 8.7 217 30 16.5 1.049 2x(us.90)=4 9 0.0908 -0.3 17.08 1.6 217 30 16.8 1.5 12 120 10 216 30 33.3 1.68 0 0.0336 0 12 0.4 216 30 33.9 1.5 8.67 120 10.4 215 30 67.2 1.68 0 0.1235 0 8.67 1.1 215 30 35.6 1.5 � 8.65 120 11.5 214 30 102.8 1.68 0 0.2714 0 8.65 2.3 214 30 20.2 1.5 lx(us.Tee-Br)=9.84 56.31 120 13.8 185 30 123 1.68 9.84 0.3782 0 66.15 25 185 30 98.4 3 9.73 120 38.8 009 30 221.4 3.26 0 0.0445 0 9.73 0.4 009 30 109.4 3 Sx(coupling)=1.34 � 50.35 120 39.3 122-0 30 330.8 3.26 2x(us.Tee-Br)=40.32 51.07 0.0936 0 lx(u5.90)=9.41 101.42 9.5 122-0 30 0 3 0.32 0 48.7 BFV-N 122-I 30 330.8 0 0 4.0503 0 0.32 1.3 122-I 30 0 3 lx(us.90)=9.41 2.61 120 50 121 30 330.8 3.26 9.41 0.0936 0 12.02 1.1 121 30 0 6 lx(coupling)=1.26 22.98 120 51.2 123-0 9 330.8 6.357 lx(us.90)=17.6 18.86 0.0036 9.1 41.84 0.2 123-0 9 0 6 0.49 0 60.4 BFV-N 123-I 9 330.8 0 0 0.0821 0 0.49 0.0 123-I 9 0 6 lx(coupling)=1.26 19.45 120 60.5 � 124-0 9 330.8 6.357 1.26 0.0036 0 20.71 0.1 124-0 9 0 6 1 0 60.5 AV-1 Check 124-I 9 330.8 0 0 0.1233 0 1 0.1 124-I 9 0 6 lx(coupling)=1.26 9.76 120 60.7 127-0 1 330.8 6.357 2x(us.90)=35.21 36.46 0.0036 3.5 46.22 0.2 127-0 1 0 6 3.04 0 64.3 AmesQ00H �� 127-I 1 330.5 0 0 OJ548 0 3.04 23 127-I 1 0 6 2x(us.90)=35.21 9.81 120 66.6 � 129 -6 330.8 6.357 35.21 0.0036 3 45.01 0.2 File: 39 NORMAN-FP.dwg � Date 1/26/2016 Copyright�2002-2012 Tyco Fire Protection Products Page t4 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings 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) (gpm/psi'h) (gpm) (in) (k) (k) (psi) (psi) Path No: 7 129 -6 0 6 2x(us.90)=48.39 90.89 140 69.8 W 3 2 330.8 6.4 48.39 0.0026 -3.5 139.28 0.4 W 1 66.7 Path No: 2 SS 29.42 5.6 16.8 1 Sx(us.Tee-Br)=5 4.42 120 9 217 30 16.8 1.049 2x(us.90)=4 9 0.0936 -0.3 13.42 1.3 217 SO Path No: 3 SS 29.42 5.6 16.8 1 lx(us.Tee-Br)=5 8.08 120 9 216 30 16.8 1.049 2x(us.90)=4 9 0.0941 -0.3 17.08 1.6 216 10.4 Path No: 4 54 29.42 5.6 17.1 1 Sx(us.Tee-Br)=5 4.42 120 9.3 216 30 17.1 1.049 2x(us.90)=4 9 0.0971 -0.3 13.42 1.3 216 10.4 Path No: 5 512 29.42 5.6 20.2 1 Sx(us.Tee-Br)=5 1.25 120 13 214 30 20.2 1.049 lx(us.90)=2 7 0.1317 -0.3 8.25 1.1 214 13.5 Path No: 6 58 29.42 5.6 17.7 1 lx(us.Tee-Br)=5 8.08 120 9.9 215 30 17.7 1.049 2x(us.90)=4 9 0.103 -0.3 17.08 1.8 215 11.5 Path No: 7 57 29.42 5.6 18 1 Sx(us.Tee-Br)=5 4.42 120 10.3 215 30 18 1.049 2x(us.90)=4 9 0.1062 -0.3 13.42 1.4 215 11.5 File:39 NORMAN-FP.dwg Date 1/26/2016 Copyn9M B 20o2-2oi2 Tyco Fire Protection arotlucts Page 15 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Path No: 8 S10 29.42 5.6 21.3 1 lx(us.Tee-Br)=5 8.19 120 14.4 246 30 21.3 1.049 lx(us.90)=2 7 0.1454 -0.3 15.19 2.2 246 30 64.6 1.5 14 120 16.4 002 30 85.9 1.68 0 0.1945 0 14 2.7 002 30 23.5 1.5 Sx(us.Tee-Br)=9.84 56.31 120 19.1 009 30 109.4 1.68 9.84 0.3044 0 66.15 20.1 009 39.3 Path No: 9 513 29.42 5.6 22 1 lx(us.Tee-Br)=5 0.98 . 120 15.4 246 30 22 1.049 lx(us.90)=2 7 0.1545 -0.3 7.98 1.2 246 16.4 Path No: 10 Sil 29.42 5.6 23.5 1 lx(us.Tee-Br)=5 2.98 120 17.6 002 30 23.5 1.049 lx(us.90)=2 7 0.1749 -0.3 9.98 1.7 002 19.1 Path No: 77 514 29.42 5.6 21.3 1 lx(us.Tee-Br)=5 3.64 120 14.4 248 30 21.3 1.049 lx(us.90)=2 7 0.1454 -0.3 10.64 1.5 248 30 0 1.5 8 120 15.7 247 30 21.3 � 1.68 0 0.0147 0 8 0.1 247 30 21.4 1.5 10.11 120 15.9 246 30 42.6 1.68 0 0.0532 0 10.11 0.5 246 16.4 Path No: 12 S15 29.42 5.6 21.4 1 lx(us.Tee-Br)=5 3.64 120 14.5 247 30 21.4 1.049 lx(us.90)=2 7 0.1464 -0.3 10.64 1.6 Zq7 15.9 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright OO 2002-2012 Tyco Fire Pro[ection Protlucts Page 16 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Path No: 13 53 29.42 5.6 24.1 1 1x(us.Tee-Br)=5 z.35 120 18.5 197 30 24.1 1.049 Sx(us.90)=2 7 0.1834 -0.3 9.35 1.7 197 30 0 1.5 12 120 20 196 30 24.1 1.68 0 0.0185 0 12 0.2 196 30 24.3 1.5 10 120 20.2 195 30 48.4 1.68 0 0.0671 0 10 0.7 195 30 24.6 1.5 7.39 120 20.9 194 30 73 1.68 0 0.144 0 7.39 1.1 194 30 25.4 1.5 lx(us.Tee-Br)=9.84 56.91 120 22 188 30 98.4 1.68 9.84 0.2502 0 66.75 16.7 188 30 0 3 15.06 120 38.7 185 30 98.4 3.26 0 0.0099 0 15.06 0.1 185 38.5 Path No: 74 56 29.42 5.6 24.3 1 Sx(us.Tee-Br)=5 2.35 120 18.8 196 30 24.3 1.049 lx(us.90)=2 7 0.1853 -0.3 9.35 1.7 196 20.2 Path No: 15 59 29.42 5.6 24.6 1 lx(us.Tee-Br)=5 2.35 120 19.4 195 30 24.6 1.049 lx(us.90)=2 7 0.1909 -0.3 9.35 1.8 195 20.9 Path No: 16 516 29.42 5.6 25.4 1 lx(us.Tee-Br)=5 1.25 120 20.6 194 30 25.4 1.049 lx(u5.90)=2 7 0.2017 -0.3 8.25 1.7 194 22 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.8 ft/s occurs in the following pipe(s): (185-214) � File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyriqht m 2002-2012 Tyco Fire Protec[ion ProducGs Page 17 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 95 90 85 80 75 70 65 N 60 Q 55 � 50 3 N 45 i 40 a 35 30 25 20 IS 10 5 0 0 0 0 ry n e ..� �o � oo rn o Row,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 384 (AmesC200H, Size = 6) iozz 9 22 822 �22 .� a - 6.22 N � , � y 5 22 N N a` a iz 3 zz 2.3 psi @ 330.8 gpm z.zz i.zz o.zz 0 0 0 0 0 0 � N N r1 < � �O 1� P O � Row,gpm File:39 NORMAN-FP.dwg Date 1/26/2016 � Copyright m 2002-2012 Tyco Fire Protection Producls Page 18 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 381 (BFV-N, Size = 3) 6.106 5.106 o,a.�oa ti � N y 3.106 a` 2.106 1.3 psi @ 330.8 gpm 7.106 0.106 ^ - m �o _ n ry .�, e ..+ �.+ �o � Fow�BPm Pressure Loss Function Design Area: 1; Valve Ref.: 382 (AV-1 Check, Size = 6) 3.9 3.4 29 .y d � 24 � � N N d 1.9 � a ta 0.9 o< 0.1 psi @ 330.8 gpm 0 0 0 a - - Row,gpm File: 39 NORMAN-FP.dwg Date 1/26l2016 Copynght�2002-2012 Tyco Fire Protection Producis Page 19 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Device Grephs Pressure Loss Function Design Area: 1; Valve Ref.: 383 (BFV-N, Size = 6) s.oea 2 564 � 2 Ofi4 a : 3 N y 1.564 � a 1.064 0.564 0.0 psi @ 330.8 gpm 0.064 '., �., � _ _ - N n � N flow,gpm File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright�2002-2012 Tyco Fire Protection Products Page 20 HYDRAULIC CALCULATIONS for Job Information Project Name:SPRINKLER SYSTEM ADDITION-2ND FLOOR Contract No. :200-025 City: SALEM, MA 01970 Project Location: 39 NORMAN STREET Date: 1/26/2016 Contractor Information Name of Contrector: ARJ FIRE PROTECTION Address: P.O. BOC 301 City: NORTH GRAFTON, MA 01536 Phone Number: (508)471-8232 E-mail: Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD Design Remote Area Name 2 Remote Area Location FUTURE LAB SPACE Occupancy Classification ORD HAZ I - Density(gpm/k') 0.15 Area of Application (ft') 1550 Coverege per Sprinkler(ft') 120 Number of Calculated Sprinklers 18 In-Rack Demand(gpm) . 0 Special Heads Hose Streams(gpm) 250 Total Water Required (incl. Hose Streams)(gpm) 589.9 Required Pressure at Source(psi) 45.3 Type of System Wet Volume-Entire System (gal) 308.3 gal Water Supply Information Oate 12/29/2015 Location � 39 Norman Street Source N11 Notes THIS CALCULATION INCLUDES THE HMD 1550 SF OF FUTURE LABORATORY SPACE WITHIN THE RENOVATED AREA OF THE 2ND FLOOR File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyri9ht�2002-2012 Tyco Fire Protection Products Page 21 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR � Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Oqtimized Hvdraulic Simplifiedl � File:39 NORMAN-FP.dwg Date 1/26/2016 Copyrightm2002-2012 Tyco Fire Protection Produds PegC 22 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Analysis for : 2 Calculation Info Calculation Mode � Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/R�) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 83 1233 78 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) --------------""""""""""'--------------"""""""""""---'--------- Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 339.9 InRack Sprinkler Flow(gpm) 0 . Other(custom defined)Sprinkler Flow(gpm) 0 � --------"""""""'-------------------""""""""""'-----------------"" Total Sprinkler Flow(gpm) 339.9 Other Required Margin of Safery(psi)- 0 W1 -Pressure(psi) 45.3 W1 -Flow(gpm) 339.9 Demand w/o System Pump(s) N/A File: 39 NORMAN-FP.dwg Date V26/2016 � Copyright�2002-2012 Tyco Fire Protection Products Page 23 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi'h ft ft psi ft� R 017 NODE 30 2525.01 Node us.Tee 0 1040.37 O18 NODE 30 2515.01 Node us.Tee 0 1040.37 019 NODE 30 2508.01 . Node us.Tee 0 1040.37 020 NODE 30 2498.01 Node us.Tee 0 1040.37 022 NODE 30 2498.01 Node us.Tee 0 1051.37 023 NODE 30 2498.01 Node us.Tee 0 1063.37 024 NODE 30 2498.01 Node us.Tee 0 3076.37 025 NODE 30 2498.01 Node us.Tee 0 1082.87 036 NODE 30 2508.01 Node us.Tee 0 1051.37 037 NODE 30 2508.01 Node us.Tee 0 1063.37 038 NODE 30 2508.01 � Node us.Tee 0 1076.37 039 NODE 30 2508.01 Node us.Tee 0 1082.87 042 NODE 30 2515.01 Node us.Tee 0 1042.37 043 NODE 30 2515.01 Node us.Tee 0 1051.37 044 NODE 30 2515.01 Node us.Tee 0 1063.37 045 NODE 30 2515.01 Node us.Tee 0 1076.37 046 NODE 30 2515.01 Node us.Tee 0 1082.87 064 NODE 30 2525.01 Node us.Tee 0 1042.37 065 NODE 30 2525.01 Node us.Tee 0 1051.37 066 NODE 30 2525.01 Node us.Tee 0 1063.37 067 NODE 30 2525.01 Node us.Tee 0 1076.37 068 NODE 30 2525.01 Node us.Tee 0 1082.87 121 NODE 30 2558.01 Node us.90 0 1031.37 122-I NODE 30 2558.01 Node coupling 0 1028.75 122-0 NODE 30 2558.01 Node coupling 0 1028.43 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyrighl�2002-2012 Tyco Fire Protec[ion Products Page 24 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi�h ft ft psi ft� ft 123-I NODE 9 2555.54 Node coupling 0 1031.37 123-0 NODE 9 2556.03 Node coupling 0 1031.37 124-I NODE 9 2535.1 Node coupling 0 1031.37 124-0 NODE 9 2536.1 Node coupling 0 1031.37 127-I NODE 1 2533.49 Node coupling 0 1028.17 127-0 NODE 1 2533.49 Node coupling 0 1031.21 129 NODE _6 2533.49 Node u5.90 0 1025.37 517 HEAD 5.6 31 2498.01 Overhead Sprinkler 0 100 1082.87 518 HEAD 5.6 31 2498.01 Overhead Sprinkler 0 120 1076.37 519 HEAD 5.6 31 2498.01 Overhead Sprinkler 0 120 1063.37 � 520 HEAD 5.6 31 2498.01 Overhead Sprinkler 0 120 1051.37 521 HEAD 5.6 31 2508.01 Overhead Sprinkler 0 100 3082.87 SZz HEAD 5.6 31 2508.01 Overhead Sprinkler 0 120 1076.37 523 HEAD 5.6 31 2508.01 Overhead Sprinkler 0 120 1063.37 S24 HEAD 5.6 31 2508.01 Overhead Sprinkler 0 120 � 1051.37 525 HEAD 5.6 31 2515.01 Overhead Sprinkler 0 100 1082.87 526 HEAD 5.6 31 2515.01 Overhead Sprinkler 0 120 1076.37 Sz� HEAD 5.6 31 2515.01 Overhead Sprinkler 0 120 1063.37 SZ$ HEAD 5.6 31 2515.01 Overhead Sprinkler 0 120 1051.37 Sz9 HEAD 5.6 31 2515.01 Overhead Sprinkler 0 100 1042.37 S30 HEAD 5.6 31 2525.01 Overhead Sprinkler 0 100 1082.87 531 HEAD 5.6 31 2525.01 Overhead Sprinkler 0 120 1076.37 - S32 HEAD 5.6 31 2525.01 Overhead Sprinkler 0 120 1063.37 , 533 HEAD 5.6 31 2525.01 � Overhead Sprinkler 0 120 1051.37 534 HEAD 5.6 31 2525.01 Overhead Sprinkler 0 100 1042.37 File: 39 NORMAN-FP.dwg Date t/26/2016 Copyright m 2002-2012 Tyco Fire Protection Protlucts Page 25 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis . Node Data . Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi�h ft ft psi ft� k W1 SUPPLY 2 2452.6 Supply 0 1023.37 File: 39 NORMAN-FP.dwg Date 1/26/2016 CopynghtOO 2002-2012 Tyco Fire Protection Product5 Page 26 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Path # Type Schedule HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End ft gpm psi/ft psi in ft ft ft/s psi psi 1 Sprig 40 120 1(us.Tee-Br); 1 18 0.1067 0.3 045 274 PIPE 1 0.004 5 6 6.68 0.6 0.4 526 1 Brline 10 120 35.9 0.0387 0.2 044 044 PIPE 1.5 0.004 1(us.Tee-Run); 13 5.2 0.5 0 045 1 Brline 10 120 54.4 0.0833 0.4 043 043 PIPE 1.5 0.004 1(us.Tee-Run); 12 � 8� 1 0 044 1 Brline 10 120 73.6 0.1459 0.8 042 042 PIPE 1.5 0.004 1(us.Tee-Run); 9 10.65 1.3 0 043 1 Brline 10 120 1(us.Tee-Br); 2 93.7 0.2287 1.2 O1S 041 PIPE 1.5 0.004 9.84 11.84 13.57 2.7 0 042 1 Cmain 10 120 244.7 0.0535 0.6 017 017 PIPE 3 0.004 1(us.Tee-Run); 10 y 4 0.5 0 O18 1 Cmain 10 120 1(coupling);2(us.Tee-Br);4(us.Tee- 48 46 339.9 0.0985 1.1 122-0 120 PIPE 3 0.004 Run)�1(u5.90); 99.53 13.07 9.8 0 017 51.07 1 VALVE BFV-N 0 0 32 339.9 4.2806 0 122-I 381 VALVE 3 0 0 1.4 0 122-0 1 Cmain 10 120 1(us.90); 2.61 339.9 0.0985 1.1 121 121 PIPE 3 0.004 9.41 12.02 13.07 1.2 0 122-I 1 Cmain 10 120 1(coupling);1(us.90); 22.98 339.9 0.0038 0.1 123-0 123 PIPE 6 0.004 18.86 41.84 3.44 0.2 9.1 121 1 VALVE BFV-N 0 p 49 339.9 0.0871 0 123-I 383 VALVE 6 0 0 0.0 0 123-0 1 Cmain 10 120 1(coupling); 19.45 339.9 0.0038 0.1 124-0 124 PIPE 6 0.004 1.26 20.71 3.44 0.1 0 123-I 1 VALVE AV-1 Check 0 1 339.9 0.1277 0 124-I 382 VALVE 6 0 0 0.1 0 124-0 1 Cmain 10 120 1(coupling);2(us.90); 9.76 339.9 0.0038 0.1 127-0 127 PIPE 6 0.004 36.46 46.22 3.44 0.2 3.5 124-I 1 BFP AmesC200H 0 3.04 339.9 0.7316 0 127-I 384 BFP 6 0 0 2.2 0 127-0 1 Cmain 10 120 2(us.90); 9.81 339.9 0.0038 0.1 129 129 PIPE 6 0.004 35.21 " 45.01 3.44 0.2 3 127-I 1 Cmain DI350 140 2(us.90); 90.89 339.9 0.0028 0.1 Wl 132 PIPE 6 0.0018 48.39 139.28 3.39 0.4 -3.5 129 2 Sprig 40 120 1(us.Tee-Br); 1 18.3 0.11 0.3 067 286 PIPE 1 0.004 S 6 6.79 0.7 0.4 531 2 Brline 10 120 36.5 0.0399 0.2 066 066 PIPE 1.5 0.004 1(us.Tee-Run); 13 5.29 0.5 0 067 2 Brline 10 120 55.3 0.0859 0.4 065 065 PIPE 1.5 0.004 1(us.Tee-Run); 12 8 1 0 066 2 Brline 10 120 74.5 0.1504 0.8 064 064 PIPE 1.5 0.004 1(us.Tee-Run); 9 10.82 1.4 0 065 2 Brline 10 120 1(us.Tee-Br); 2 95.3 0.2357 1.3 017 � 063 PIPE 1.5 0.004 9.84 11.84 13.79 2.S 0 064 3 Sprig 40 120 1(us.Tee-Br); 1 18.4 0.1112 0.3 044 273 PIPE 1 0.004 5 6 6.83 0.7 0.4 527 4 Sprig 40 120 1(us.Tee-Br); 1 18.5 0.1117 0.3 024 259 PIPE 1 0.004 5 6 6.85 0.7 0.4 518 4 Brline 10 120 13 36.8 0.0406 0.2 023 023 PIPE 1.5 0.004 1(us.Tee-Run); 5.33 0.5 0 024 File:39 NORMAN-FP.dwg Date 1/26/2016 Copyright m 2002-2012 Tyco Fire Protection Protlucts Page 27 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Start Disch. Start Tot.Pres. . End Disch. End Tot.Pres. gpm psi gpm psi 11.4 18 10.3 11.9 11.4 12.9 11.9 14.2 12.9 16.9 14.2 17.5 16.9 27.3 17.5 28.6 27.3 29.8 28.6 39.1 29.8 39.1 39.1 39.2 39.1 39.3 39.2 43 39.3 45.2 43 48.4 45.2 -339.9 45.3 48.4 11.8 18.3 10.7 12.3 11.8 13.3 12.3 14J 13.3 17.5 14.7 11.9 18.4 10.8 12 18.5 10.9 12.5 12 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright 8 2002-2072 Tyco Fire Pmtection Products Pa9e Z8 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Path # Type Schedule HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frid. Loss Elev. End ft gpm psi/ft psi in ft ft ft/s psi psi 4 Brline 10 120 55.7 0.0872 0.4 022 022 PIPE 1.5 0.004 1(us.Tee-Run); 12 g,06 1 0 023 4 Brline 10 120 1(us.Tee-Br); 11 75.4 0.1528 0.8 020 021 PIPE 1.5 0.004 9.84 20.84 10.91 3.2 0 022 4 Cmain SO 120 75.4 0.0061 0.1 019 019 PIPE 3 0.004 1(us.Tee-Run); SO 2.9 0.1 0 020 4 Cmain 10 120 150.9 0.0219 0.2 018 018 PIPE 3 0.004 1(us.Tee-Run); � S.S 0.2 0 019 S Sprig 40 120 1(us.Tee-Br); 1 18.5 0.1121 0.3 038 268 PIPE 1 0.004 5 6 6.86 0.7 0.4 522 5 Brline 10 120 1(us.Tee-Run); 13 36.9 0.0407 0.2 037 037 PIPE 1.5 0.004 5.34 0.5 0 038 5 Brline 10 120 lZ 55.8 0.0876 0.4 036 036 PIPE 1.5 0.004 1(us.Tee-Run); g,08 1.1 0 U37 5 Brline 10 120 1(us.Tee-Br); 11 75.5 0.1533 0.8 019 035 PIPE 1.5 0.004 9.84 20.84 10.93 3.2 0 036 6 Sprig 40 120 1(us.Tee-Br); 1 18.7 0.1147 0.3 066 285 PIPE 1 0.004 5 6 6.95 0.7 0.4 532 7 Sprig 40 120 1(us.Tee-Br); 1 18.9 0.1164 0.3 023 258 PIPE 1 0.004 5 6 7 0.7 0.4 519 8 Sprig 40 120 1(us.Tee-Br); 1 18.9 0.1168 0.3 037 267 PIPE 1 0.004 5 6 7.02 0.7 0.4 523 9 Sprig 40 120 1(us.Tee-Br); 1 19.2 0.1202 0.3 043 . 272 PIPE 1 0.004 5 6 7.13 0.7 0.4 528 10 Sprig 40 120 1(us.Tee-Br); 1 19.5 0.1239 0.4 065 284 PIPE 1 0.004 5 6 7.24 0.7 0.4 533 11 Sprig 40 120 1(us.Tee-Br); 1 19.7 0.1258 0.4 022 257 PIPE 1 0.004 5 6 7.3 0.8 0.4 520 12 Sprig 40 120 1(us.Tee-Br); 1 19.7 0.1262 0.4 036 266 PIPE 1 0.004 5 6 7.32 0.8 0.4 524 13 Sprig 40 120 1(us.Tee-Br); 1 17.9 0.1061 0.3 046 . 275 PIPE 1 0.004 5 6 6.66 0.6 0.4 525 13 Brline 10 120 17.9 0.0107 0.0 045 045 PIPE 1.5 0.004 1(us.Tee-Run); 6.5 z.6 0.1 0 046 14 Sprig 40 120 1(us.Tee-Br); 1 18.2 0.1093 0.3 06S 287 PIPE 1 0.004 5 6 6.77 0.7 0.4 530 14 Brline 30 120 � 18.2 0.011 0.0 067 � 067 PIPE 1.5 0.004 1(uS.Tee-RUn); 6.5 Z 64 0.1 0 068 15 - Sprig 40 120 1(us.Tee-Br); 1 18.4 0.111 0.3 025 260 PIPE 1 0.004 5 6 6.83 0.7 0.4 517 15 Brline 10 120 18.4 0.0112 0.0 024 024 PIPE 1.5 0.004 1(us.Tee-Run); 6.5 Z.66 0.1 0 025 16 Sprig 40 120 1(us.Tee-Br); 1 18.4 0.1114 0.3 039 269 PIPE 1 0.004 5 6 6.84 0.7 0.4 521 16 Brline 10 120 18.4 0.0112 0.0 038 038 PIPE 1.5 0.004 1(us.Tee-Run); 6.5 z 67 0.1 0 039 17 Sprig 40 120 1(us.Tee-Br); 1 20.2 0.1319 0.4 042 271 PIPE 1 0.004 S 6 7.49 0.8 0.4 529 18 Sprig 40 120 1(us.Tee-Br); 1 20.5 0.136 0.4 064 283 PIPE 1 0.004 5 6 7.62 0.8 0.4 S34 File:39 NORMAN-FP.dwg Date 1/26/2016 Copyright m 2002-2012 Tyco Fire Protection Protlucts Pa9e 29 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Start Disch. Start Tot.Pres. End Disch. End Tot.Pres. gpm psi gpm psi 13.5 12.5 16.7 13.5 16.8 16.7 16.9 16.8 12 18.5 10.9 12.5 12 13.6 12.S 16.8 13.6 12.3 18.7 11.2 12.5 18.9 11.4 12.5 18.9 11.4 12.9 19.2 11.8 13.3 19.5 12.1 13.5 19.7 12.3 13.6 19.7 12.4 11.3 17.9 10.3 11.4 11.3 11.7 18.2 10.6 11.8 11.7 11.9 18.4 10.8 12 11.9 11.9 18.4 10.8 12 11.9 14.2 20.2 13 14.7 20.5 13.4 File:39 NORMAN-FP.dwg Date 1/26/2016 Copyrigh[m 2002-2012 Tyco Fire Protection Protlucts Page 30 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data File:39 NORMAN-FP.dwg . Date 1/26/2016 Copyright�2002-2012 Tyco Fire Protection Protlucts ' Page 31 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings 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) (gpm/psi+/�) (gpm) (in) (R) (k) (psi) (psi) Path No: 1 526 31 5.6 18 1 lx(us.Tee-Br)=5 1 120 10.3 045 30 18 1.049 5 0.1067 0.4 6 0.6 045 30 17.9 1.5 13 120 11.4 044 30 35.9 1.68 0 0.0387 0. 13 0.5 044 30 18.4 1.5 12 120 11.9 043 30 54.4 1.68 0 0.0833 0 12 1 043 30 19.2 1.5 9 120 12.9 042 30 73.6 1.68 0 0.1459 0 9 1.3 042 30 20.2 1.5 lx(us.Tee-Br)=9.84 2 120 14.2 018 30 93.7 1.68 9.84 0.2287 0 11.84 2.7 018 30 150.9 3 30 120 16.9 017 30 244.7 3.26 0 0.0535 0 10 0.5 017 30 95.3 3 lx(coupling)=1.34 48.46 120 17.5 122-0 30 339.9 3.26 2x(us.Tee-er)=40.32 51.07 0.0985 0 lx(us.90)=9.41 99.53 9.8 � 122-0 30 0 3 0.32 0 27.3 BFV-N 122-I 30 339.9 0 0 4.2806 0 0.32 1.4 122-I 30 0 3 lx(us.90)=9.41 2.61 120 28.6 121 30 339.9 3.26 9.41 0.0985 0 12.02 1.2 121 30 0 6 lx(coupling)=1.26 22.98 120 29.8 123-0 9 339.9 6.357 lx(us.90)=17.6 18.86 0.0038 9.1 41.84 0.2 123-0 9 0 6 0.49 0 39.1 BFV-N 123-I 9 339.9 0 0 0.0871 0 0.49 0.0 123-I 9 0 6 lx(coupling)=1.26 19.45 120 39.1 124-0 9 339.9 6.357 1.26 0.0038 0 20.71 0.1 124-0 9 0 6 1 0 39.2 AV-1 Check 124-I 9 339.9 0 0 0.1277 0 1 0.1 �� 124-I 9 0 6 lx(coupling)=1.26 9.76 120 39.3 127-0 1 . 339.9 6.357 2x(us.90)=35.21 36.46 0.0038 3.5 46.22 0.2 127-0 1 0 6 3.04 0 43 AmesC200H 127-I 1 339.9 0 0 0.7316 0 3.04 2.2 � 127-I 1 0 6 2x(us.90)=35.21 9.81 120 45.2 129 -6 339.9 6.357 35.21 0.0038 3 45.01 0.2 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyrightm2002Q012 Tyco Fire Pro[ection Pmtluc[s Page 32 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Fac[or 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Fac[or 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (k) (gpm/psi�/z) (gpm) (in) (R) (R) (psi) (psi) Path No: 1 129 -6 0 6 2x(us.90)=48.39 90.89 140 45.4 W 1 2 339.9 6.4 48.39 0.0028 -3.5 139.28 0.4 W 3 45.3 Path No: 2 531 31 5.6 18.3 1 lx(us.Tee-Br)=5 1 120 10.7 067 30 18.3 1.049 5 0.11 0.4 6 0.7 067 30 18.2 1.5 13 120 11.8 066 30 36.5 1.68 0 0.0399 0 13 0.5 066 30 18.7 1.5 12 120 12.3 065 30 55.3 1.68 0 0.0859 0 12 1 065 30 19.5 1.5 9 120 13.3 064 30 74.8 1.68 0 0.1504 0 9 1.4 064 30 20.5 1.5 lx(us.Tee-Br)=9.84 2 120 14.7 017 30 95.3 1.68 9.84 0.2357 0 11.84 2.S 017 17.5 Path No: 3 527 31 5.6 18.4 1 lx(us.Tee-Br)=5 1 120 10.8 044 30 18.4 1.049 S 0.1112 0.4 6 0.7 044 11.9 File:39 NORMAN-FP.dwg Date 1/26/2016 Copyright�2002-2012 Tyco Fire Protedion Protlucts Page 33 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings 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) (gpm/psivz) (gpm) (in) (R) (ft) (psi) (psi) � Path No: 4 S18 31 5.6 18.5 1 lx(us.Tee-Br)=5 1 120 10.9 024 30 18.5 1.049 5 0.1117 0.4 6 0.7 024 30 18.4 1.5 13 120 12 023 30 36.8 1.68 0 0.0406 0 13 0.5 023 30 18.9 1.5 12 120 12.5 022 30 55.7 1.68 0 0.0872 0 12 1 022 30 19.7 1.5 lx(us.Tee-Br)=9.84 11 120 13.5 020 30 75.4 1.68 9.84 0.1528 0 20.84 3.2 020 30 0 3 10 120 16.7 019 30 75.4 3.26 0 0.0061 0 10 0.1 019 30 75.5 3 7 120 16.8 018 30 150.9 3.26 0 0.0219 0 7 0.2 018 16.9 Path No: 5 522 31 5.6 18.5 1 lx(us.Tee-Br)=5 1 120 10.9 038 30 18.5 1.049 S 0.1121 0.4 6 0.7 038 30 18.4 1.5 13 120 12 037 30 36.9 1.68 0 0.0407 0 13 0.5 037 30 18.9 1.5 12 120 12.5 036 30 55.8 1.68 0 0.0876 0 12 1.1 036 30 19.7 1.5 lx(us.Tee-Br)=9.84 11 120 13.6 019 � 30 75.5 1.68 9.84 0.1533 0 20.54 3.2 019 36.8 Path No: 6 532 31 5.6 18.7 1 lx(us.Tee-Br)=5 - 1 120 11.2 066 30 18.7 1.049 5 0.1147 0.4 6 0.7 066 12.3 Path No: 7 519 31 5.6 18.9 1 lx(us.Tee-Br)=5 1 120 11.4 023 30 18.9 1.049 5 0.1164 0.4 ' 6 OJ 023 12.5 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright�2002-2012 Tyco Fire Protection Protlucts Page 34 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Path No: 8 523 31 5.6 18.9 1 lx(us.Tee-Br)=5 1 120 11.4 037 30 18.9 1.049 S 0.1168 0.4 6 OJ 037 12.5 Path No: 9 528 31 5.6 19.2 1 lx(us.Tee-Br)=5 1 120 11.8 043 30 19.2 1.049 5 0.1202 0.4 6 0.7 043 12.9 Path No: 70 533 31 5.6 19.5 1 lx(us.Tee-Br)=5 1 120 12.1 065 30 19.5 1.049 5 0.1239 0.4 6 0.7 065 13.3 Path No: 71 520 31 5.6 19.7 1 lx(us.Tee-Br)=5 1 120 12.3 022 30 19.7 1.049 5 0.1258 0.4 6 0.8 pZZ 13.5 Path No: 12 524 31 5.6 19.7 1 lx(us.Tee-Br)=5 1 120 12.4 036 30 19.7 1.049 5 0.1262 0.4 6 0.8 036 13.6 Path No: 13 525 31 5.6 17.9 1 lx(us.Tee-Br)=5 1 120 10.3 046 30 17.9 1.049 5 0.3061 0.4 6 0.6 046 30 0 1.5 6.5 120 11.3 045 30 17.9 1.68 0 0.0107 0 6.5 0.1 045 11.4 Path No: 14 � 530 31 5.6 18.2 1 Sx(us.Tee-Br)=5 1 120 10.6 068 30 18.2 1.049 S 0.1093 0.4 6 0.7 068 30 0 1.5 6.5 120 11.7 067 30 18.2 1.68 0 0.011 0 6.5 0.1 067 I1.8 File: 39 NORMAN-FP.dwg Date 1/26/2016 Copynght OO 2002-2072 Tyco Fire Protection Products Page 35 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Hydraulic Calculations PIPE INFORMATION Path No: 15 S17 31 5.6 18.4 1 lx(us.Tee-Br)=5 1 120 10.8 025 30 18.4 1.049 S 0.111 0.4 6 0.7 025 30 0 1.5 6.5 120 11.9 024 30 18.4 1.68 0 0.0112 0 6.5 0.1 024 12 Path No: 16 521 31 5.6 18.4 1 lx(us.Tee-Br)=5 1 120 10.8 039 30 18.4 1.049 5 0.1114 0.4 6 0.7 039 30 0 1.5 6.5 120 11.9 038 30 18.4 1.68 0 0.0112 0 6.5 0.1 038 12 Path No: 77 529 31 5.6 20.2 1 Sx(us.Tee-Br)=5 1 120 13 042 30 20.2 1.049 5 0.1319 0.4 6 0.8 042 14.2 Path No: 18 ' 534 31 5.6 20.5 1 lx(us.Tee-Br)=5 1 120 13.4 �I 064 30 20.5 1.049 5 0.136 0.4 I 6 0.8 � 064 14J I * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 13.79 ft/s occurs in the following pipe(s): (017-064) File:39 NORMAN-FP.dwg Date 1/26/2016 Copyright 8 2002-2012 Tyco Fire Protection Protlucts Page 36 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 95 90 85 80 75 70 65 60 �, 55 d 50 � N 45 � 40 a 35 30 25 20 15 10 5 0 0 0 0 0 0 � o ry n e �., �o r w a o Row,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 384 (AmesC200H, Size = 6) i o.zz 922 822 722 .N a . 6 22 d � � y 522 N N � a a.zz 3 zz 2.2 psi @ 339.9 gpm z zz i iz o.zz 0 0 o a o 0 0 0 _ � � M < r e � a Flow,gpm File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright�2002-2012 Tyco Fire Protection Products Page 37 Job:SPRINKLER SYSTEM ADDITION-2ND FLOOR Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 381 (BFV-N, Size = 3) 6.106 5.106 p_4.106 d � N y 3.106 � a 2.I06 1.4 psi @ 339.9 gpm I.I06 0.106 � - ry ry r+ v .+ � � r Row,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 382 (AV-1 Check, Size = 6) 3.9 3.0 2.9 .y a d za � y N N 19 a` �.a o.� 0 4 0.1 psi @ 339.9 gpm 0 0 0 a - Flow,gpm File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright�20024012 Tyco Fire Pmtection Products Page 38 Job: SPRINKLER SYSTEM ADDITION-2ND FLOOR Device Graphs Pressure Loss Function Desgn Area: 2; Valve Ref.: 383 (BFV-N, Size = 6) 3.064 2.564 �,2.064 N 7 N y 1.560 a` 1.064 0.564 0.0 psi @ 339.9 gpm o.oea � h � � — — � � � ry Fow,gpm File: 39 NORMAN-FP.dwg Date 1/26/2016 Copyright�2002-2012 Tyco Fire Protection Products Page 39 � Job: SPRINKLERSYSTEMADDITION-1NDFLOOR � � � . . � . � . � . � . � .. . � . . � . . � � � . � � . . . . � � . . �.. � � � � � . . . � � � . � . . Address: -- -39 NORMAN STREET � � . ' . . . � . . � . � . � . . . . . . � . . City: SALEM Stete: MA ZiplPostalCode:01970 � � . � � � . � � � �� � . � �� . � . . . � . . . .. . . . . .. . . � . . . Coniradri: 200-025 � Date: iRfi12016 � � � . . � . � . . . . . . . . . . . � . � . � . . . � . . . � . � � . . - � . � . . . . . . Contractor. ARJ FIRE PROTECTION Designec JFP SOLlJf10NS,INQ � � � � . � . � � � �� � . � � � . � .. � � . . . � � � � � � . . � � � � . -. � � � � � �. � Address: P.O.BOC 301 . � � . . . . . . . . . . � . . � . . . . . . . . . . . . . . . . � � City: . NORTHGRAFTON Stalei MA LplPostalCode:01536 . . . . . . . . . . . . . . � . . � � . . � . . . �� � . � . . � � . � Phone: (508)471A232. Fan: EmaiC . ' . � . . . � . . � . � � � � � � . . . � . . . . . . . . . � . . � � . . � � . � . . �� � . . � � . . APProving Authodty: SALEM FD � � . � � � � . � � � � . � . . � � � � � . � � � . . � . . � � � . . � . � Desyn DefauAs SNandards: � NFPA 13 . � . � � . . . � . . � . .. . � � � � � � � � .� � � . � � � DefauNSpngS¢e� 1 � DefaultDropS'vs: 1 . � � � � . � � . . . . . . . . � � � . . � . . � . . . . .. . . . �� . . � � . . Detaull Sptlg Maledal: 40 Default Drop Matenal: 40 � � . . . . � . -... --.-... � � � .-.- . . ...- . . � . --. � --.... � � . . � � � � � De(auNSprigElevation: �31'fi' DefaultDropElevation: 29'6' � � � . , � . � � . � �� �•. � � � � . � � � . � . . (� � � �. � � . . � � � . � � � � L�. � � ��� � � � � � � 7 � � $ � Desgn Area 1 � � Wet System � ,J � � � � 2ND FLOOR OFPICE / � � �`� � � % � � � �' �, i I � . � . . �� .,' _ _,� �>. _.� _/� ..� '_ . � � . .. . � Demand Calculations using Hazen-Williams Method j FIRE PROTECTION NOTES: ; i , PROVIDE QUICK-RESPONSE -- Occupan Classification: LIGFfTHA7ARD 7. � �- � SEMI-RECESSED PENDANT , Design Area Density: 0.1 , � THE PURPOSE OF THIS FIRE PROTECTION DRAWING AND THE ASSOCIATED HYDRAULIC CALCULATIONS IS TO INDICATE THE PROPOSED ' � � � I����' ' � �'� � � � - � ' � � � � . � SPRINKLERS THROUGHOUT 2ND � � � � � Additional Outside Hose: 100 � . � SPRINKLER SYSTEM ADDITION WITHIN THE SECOND FLOOR TENANT SPACE OF THE EXISTING MULTI-STOIRY BUILDING LOCATED AT 39 NORMAN � � � : � � � � I � � � '�• '�� Design Area Size: 1547 ' � � FLOOR TENANT SPACE WFiERE . : � �� � STREET IN SALEM,MASSACHUSETTS. Notes:THIS CALCULAT!ON INCLUDES THE HMD INDICATED. 15W SF OF RENOVATED OFFICE AREA � THE TENANT SPACE MCLUDED WITHIN THE SCOPE OF THIS PROJECT IS THE SECOND FLOOR OF 39 NOR�w1AN STREET.THE EXISTING BUILDING ON THE SECONb FLOOR � LOCATE SP'RINKLERS HAS AN EXISTWG PARTIAL SPRINKLER/STANDPIPE SYSTEM WHICH CONSISTS OF A 6"STANDPIPE RISER AND COMMON AREA SPRINKLER ' I CENTER-OF-TILE AND COORDINATE PROTECTION.THE EXISTING FIRE SERVICE,VAWES, RISERS AND ANY EXISTING COMMON-AREA SPRINKLIER PROTECTION IS CONSIDERED ' ' ' � WITH LIGHTING LAYOUT IN-FIELD. . "EXISTING TO REMAIN"AND IS NOT INCLUDED IN THE SCOPE OF THIS PROJECL � . � � � . ���.. � . � � . � ��. _.. .__�_-_. ._. -.___ _._ . _.. .. ......... . . , ._ _ .... i....... . . . . . . . . .__ . , _... ..... � ----._ . . - . . . THIS BUILDING IS CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS WITH STEEL BEAMS SUPPORTING A METAL DECK FOR THE FLOOR ABOVE. . . . � . , _..,..__ , , ...,..._ � .,. _ ��. I I I � � � - '' �� ! ' -��- -��� , ��� % � . ` ���� - �'�� � � � � -��-... � � � SPACING dF SPRINKLER HEADS W . . � _. � .4_... . . .. . ...... . ' ' � . t '.� :.... �__... �r � ."..._....� � ._'.:vw�:� i� I r.�H�:... .;, . I T . i' � � f ' *Y K � f • i; ! ' �' ;» ' OFFICE AR�AS SHALL BE NO MORE THE TENANT SPACE WILL BE USED AS OFFICE SPACE AND A FUTURE LABORATORY AS INDICATED ON THE ARCHITECTURAL DRAWINGS..� � � '!..,;?�.. __,13,,.__,�� `�,f� `�.7� `.I !� �`�f' '� '� I � C% i\ � , .,, �;= �:/ \ ., ��� / t... � �. '�. '� .,,r-� _.�_ � '�, '. �� �t � ..... f�+.�,� '� � ' : � ? "�'/_.. ..�� ', . � � ��` � � , _ ... ✓`�. ��T } 1 t L � . _ . . . J_ '; , _ ; ', __ ' ' � ::.� � , ._._.� _' _ ,. , A i N 14'x 14'AND NO MORE THAN THA � _..I . ' I... � '�, �..y..� '. d.., l �,. . J ,, _.. k . . ,., ,,., ".'! ',. 87/ �� i' .. 148 51 - � S7 . '. 797 93 '��, i ', \. � . . � . � . THIS SPRINKLER SYSTEM ADDITION HAS BEEN DESIGNED AND WILL BE INSTALLED IN ACCORDANCE WITM THE REQUIREMENTS OF NFPA t3(2013 � I - '�l �, • � • a ' • ' , , �, ,�. � ..O __. I . � ; O__ .O � 7-FT OFF ANY WALL. � '.�e �- ,._;: ? .�.1 '�. A . � /'S" ..!.. . >�:' � !... � ' . .�I i '... j I PI7. i .., ,; ', � :..''.�:'� �'�� . . EDITION)AND THE STH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE(780 CMR). ✓ ' ' :'-'�`' � . � ,:i � ,n � ,.., �I ' @s ; i , _ a , n - • � �� � . ., I f Office �' Offi e 2 O fice 3 Office 4. Offi 5 � Of��c _ 3. �, . , �.. , „� , . ,._ . _,, _ i _� : < _ > , 1, i , �:,; " I E E E SPRINKLER REAR NON-COMBUSTIBLE �/ ._, i i _ ;, + �, , . i ;, , THIS PORTION OF THE SYSTEM WILL BE SUPPLIED FROM THE EXISTING 6 STANDPIPE LOCATED IN THE SIfA RWELL WH R TH . .�. .. '� �. , .. ....... . . ...........I�-�--�-�-��- i � ��� e �� � � '�: ��� ������ ��� �� `r '��.. � �� ��- , "�.-��� � e . ... ..�, - � � �� ����, '��� 6 �I� �,. , �. ' �. '��. � �'��. � . . . . . ._ i ., , � : a � :., 2; : o - e4 i ; ; 5 ; � : , ; � � m _ 7�._,_ . ......__� : ... . � � � ._ R i , , � �, � .� , � , �, ..� I .; � , l, � , , , ,, CONTRACTOR WILL PROVIDE A NEW FLOOR CONTROL VALVE ASSEMBLY CONSISTWG OF A MONITORED BUTTERFLY VALVE,PRESSURE GAUGE, EGRESS STAIR O REMAIN, i I , i , i :. � ti� ...._.._....,I . ........... a.:_., �. ,,... . .-�i . ::: .,_.. . .. , _..: . ,,,; ` ._..._. . . _.�. :.�.. j . ..... : - �I '��. . '�,, , .�!, � . � . �� � . . . . _ , . 'i �� ' � . , , '�,. ' �, ........� S15 ..__ Y17 ,...... , ..._........ . ',_ . .;_.. ... �: . . . . VANE TYPE FLOW SWITCH AND COMBINATION TEST&DRAIN.THE TEST&DRAIN WILL BE TIED INTO THE EXISTING DRAIN RISER LOCATED IN THE NOT IN SCOPEj f , ii. , i . � _ _ .......... � � � ._. � � STAIRWELL(SEE DETAIL,THIS SHEET). � � - � . � � � � . � � � � � I � '� - ' � ',. �, �, � . � � . � � . .. � I I� I . ar.. . �_.. � C3 _ _ � , .� :; ,� ,_ , , , � � -� • ;��. � _ , , . �r , . ., ._ � e J , , . , ._ _ � . .,.. ' . � . . � .- ,.�' / ._'. , �. ; : ...I.�e � ....� � � r i,l i �� ,) ' �� _ , '��..'. • / s� ... . • �E..s .. , . � ,, . 1. . ', . . . . . THIS SYSTEM DESIGN HAS BEEN HYDRAULICALLY CALCULATED IN ACCORDANCE WITH THE REQUIREMENlTS OF NFPA 13(2013 EDITION).THE - , L�C @ C011f E�PYi , '-; ^ - - I OFFICE AREA HAS BEEN CALCULATED AS A LIGHT HAZARD OCCUPANCY INCLUDING THE HMD 1547 SF OF RENOVATED OFFICE AREA USING A� � � � . � � ' ' ���� � _ � ---�r � �� � �'�. I ' ' � � � � ��� � � �� ��'' --�� ` . - � � � � .� � . ,, , , ........ . � �..... ryrv. R . ,., ',., . �, . '. I I � ._ � � i.,,� :\ a � I ' � � . , , . � ti �I; l' �... / DESIGN DENSITY OF 0.10 GPM/SF WITH AN OUTSIDE HOSE STREAM ALLOWANCE OF 100 GPM.THE LABOR,ATORY AREA HAS BEEN CONSIUERED . ✓ . � � ' ' , . " � ° ,-�-- . �, �, ; � � , ,,,,,,,,,,,,, i i , �, �,.. i � � � ----, f I . ...... ; „ ;_ �_. � ; _� c t � � } . } i . ...... � _ . � � , . �I a�e ....{..... � � : L Q :' / . � 'i i � �, I i. 1 � . d r t ...... ._.� "n ..... L. � I � I �. AN ORDINARY HAZARD GROUP I OCCUPANCY AND HAS BEEN HYDRAULICALLY CALCULATED USING A DESIGN DENSITY OF 0.15 GPM/SF WITH AN �:.. , , ; Y ,, ,. ; I I , _ x 1 , _ . 1 , ' : . , ' : . �� O ��� . .ss �I � � � � � . ._. _._ __. � � . � � � � � . . .. _. l . __ ' . . �; ,-:� . : .. .. ;: �....... � ... .. . . , . OUTSIDE HOSE STREAM ALLOWANCE OF 250 GPM.REMOTE AREAS,DENSITIES AND HOSE STREAM ALLOVNANCES ARE INDICATED ON THIS � . � . � . - , �" , C:� � , ` , :;.. , .,.-:._� n 'i����� C� ����I �� � {::__ ; ` __ .; ._.___. . ��� '� � :-- -. i -{7...... ; '����"� • , � . � '-��� +'����� ��O' �� -s,� ' . �',' ` � ��-'' B i � � � . � . � . ✓ S ... , �. � m � r ,.._. � .I._... .. t . f . ...: . . ,. t ._. ? , , . .�.. � __i � ... 7 , r-.. . . 1....' . ___� er.__ ciu_..... ; .19d . . . . i . .. . DRAWING.SYSTEM DEMANDS HAVE BEEN COMPARED TO A RECENT HYDRANT FLOW TEST PERFORMED BY JFP SOLUTIONS, WC.WITH THE i .. �-- i a { -- E P 3 , - � ? � i- � - ; - _ . , ; ' t � SALEM WATER DEPARTMENT.COPIES OF THE CALCULATIONS HAVE BEEN SUBMITTED WITH THESE DRANVWGS TO THE SALEM FIRE � � �. ' - �� � ' � _. � ' . .. : _ � � � � � � � �� DEPARTMENT FOR REVIEW. � f........ ... . , � r « . ...�. ........ . i ' {..... , i .. � ii__ i , . � .._... ,. _ , .. , , . ,. " � ._ . . -.. , . � � � ... � .._ . 1 � t � � 510 313 f I..... '�� . ._: "� , �� I I .. rs� - i � i � i il 'i (� � i I._ i . . . . . . . � I I .. „ s°" � ' ' . . . . . . . � . . � . . � � �\ .........� c �, ... ' � I , �.. °� , .. i i.._ � _. .. I I_.. � . � .._ ...'.. . ........... .. . I ..�, 1 t.... 4d0 J ........ :-'""--= y i.__. �, . .._ e . . . . . . . . . � INSTALLATION NOTES. ! , • i ii i f . ` 6 I ' � 1 I � � . . I/� �. II I . .. I I I I ' i � I I I ' �.I . . . . .. . . . • t ... . t ��.. L �i. .} .'.. . i • �... ` _.t � �... � 1 . .� i A .. . � : {. ... ...�... � i __ � I ._ _ . }�... �..I . . �ce 12 � _._ . -�_ � .� - � h _ ��' t �s . � , . . � ��� . . . .... : . . .. . . ..._,, :.... , .�r --, �� r_ f :�. . � ,� ., . ,. ; , ;.._; k � . _t i . . . . 215 ��� � ' J �.,..e . � � . . , , , � � , , . , , � . , � w . , m � 1 � , , . Meetin� p c ALL WORK SHALL BE PERFORMED BY A MASSACHUSETTS LICENSED SPRMKLER CONTRACTOR.THE SPRIINKLER CONTRACTOR SHALL FOLLOW , � ' �-- . � --- � �-- � , . I -----� .--- 1. , �•--- � � «.--- � 1 : „_..... , , � . I i ., s� O , y� ' , R N NEW HED LE 1 BRAN HLINE 1 _ ,..;, � , . ; , , . , . . . __ � 1 . K i ._... , � , + � O. ,__ .,- . __ � �._,. U SC U 0 C S THE LATEST REQUIREMENTS OF NFPA 13(2013 EDITION),MASSACHUSETTS STATE BUILDING CODE(8TH EDITION)AND SALEM fIRE DEPT .. . � -��-�� , „ .e 'ZO��� i ' ; �''., . : : � I '., ',i ' . � . : � I ��� ', i : ; '. I �' � � ' ' � � � ���.. � '��, � I ��, ;, • '.,�-_ ',. e-�o • _ iss� ' a �. � . � ABOVE CEILING GRID AS INDICATED. � . . . . . . . � ...I : � i ... I ... . i.. : ' I �i. I. I I i i �i I � � e I � ' .. �c I i . I . I . i : i ' e i � i I " '. ! I. �O� � O �.9'� I � . REQUIREMENTS.SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SHUT-DOIMNS WITH THE BUILDING MANAGEMENT . � . . ... , g._;. I.._. , g ..,,.. 1 ._.. ;__ .___ i . .._. ._._ .. , , .......... , ,.___-._ a .. 'y_. _.............. ��. ... , ..... • g i :.._ ._._ . .....��__ . !; ._ ': I . � � . COMPANY. K, l , i - - I i ; _ _ i - - _ _ I } _ i , KEEP PIPIN�'.,AS TIGHT TO BOTTOM OF , K � __I.. � ' I , � , I � i i � ( i _. i � ; . . , I; r ; �_.. � I . � � � F �'a STEEL MEMBERS AS POSSIBLE TO , . _ _ , , � ; r � , , , � � � ._ i ;.. : . I ' I , ' ; � ; ' . � _ , , , � , , , : i , � � - � � , + , , _ � S111 Cdllf� MAXIMIZE CEILING HEIGHT(TYPICAL) � , I ' I , , ; , i � � ,, , ! ; � ; I k � - � °�- . , THE ARCHITECTURAL BACKGROUND OF BUILDING MAY DIFFER SLIGHTLY FROM ACTUAL LAYOUT.DRAWIINGS ARE NOT INTENDED TO SHOW ALL 5• i I , , . i . � . . . . .___'�, . __+.__ _._._' • i (_ �:. . . ... :-:_ � � .. . ._ . . _. ,; . ... , .._ � + ..... ,�.-:: 4 ::::::� 1 - . . .._: « .... . .,..... 'l w , [ . . . , � . �� � OFFSETS AND PIPING ELEVATION CHANGES.CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS PRIOR TO FABRICATION. � . . ,, , ,, .1 ;. t _ ,; ,;:� , , � ;r � , i; . . ' '--. , . ,. .--.� . � . --,� . . ,.� �.; , . ! �: y . , . �- . � , ;�- ; , . +, , . , i . , ; , i . I iI � _ , , , p 7 _ i � � � � � � � . � � � . , , . . ' '. ;' '', �'_ . ( -_ i -._{ . .... �{ � ... .--:".. ;�. � ' ' ::.. , ..1-. { , � .::.; � ;:::.:: � -� - r � ' sH ' ': Is�s I .�::::..,r iy� • � a .. [ .�...- t '�. � . . . . � . . . � . . � . . . . . . . � � P NKLE NTRACTOR SHALL PROVIDE A 3"ZONE CONTROL ASSEMBLY AT THE EXISTING RISER SEE DETAIL THIS SHEET.A 3" I -• � 4--- I� I , ,' ; ' , OpL'tl PfICO , , , , I f I 1 , , 0 , ; O i s�e �' iee j ', THE S RI R CO C � ) ; I , « i � I • ; � � � � � , , : � , ' i, � �, � , �� ; si� � +1 , '', � . ��.� � tlx � I � A ,. ,, , e, sv�.. . �. :......... i I o-s� � � � ' l. _!_. � .. .....� rr sa �- , O � r I I .:.:�1- , .. ,. k .�............ � _ ,, . . . . � . SCHEDULE 10 BLACK STEEL MAIN WILL RUN THE LENGTH OF THE BUILDING AS INDICATED AND FEED 1,p IBRANCHLINES AS INDICATED. , � , , . . . ___ , � , , � . . ,. _., , ___+ +.... , ; ._... .... . .. . _._ , . , 1, , � ' BRANCHLINES WILL FEED 1"SPRIGS WITH QUICK-RESPONSE UPRIGHT SPRINKLERS WITHIN THE AREA WI7H OPEN-CE�LINGS AND FEED � � � ' ' -�---^;. . , . . ; � '.: : , ; � ; � : i �� '� I�� , � : ��, � . ; ! C � ` I �z � �� ��� i '�. ! I � `�+ - 4 .:'.. �" '� � . � . � � � , ff�ce 13 :� ' , ' � ' I � , , � f � _ � � _� , I � � _; � : �i , �r . , QUICK-RESPONSE SEMI-RECESSED PENDENT HEADS IN ALL AREAS WITH ACOUSTICAL TILE DROP CEILIN�S AS INDICATED.IF A DROP-CCILING IS � � � , 4�- ^ �-�� vr . I � , ��.: ��` I. � � � ��`� � �� � ,-- ; � ��. �. � ; � � �� , `�� ? i � F--- � -' ��� � � � �� . � � . � � . � ...... e . m � a . ' � o � � i 1 � I _ ' ,21. j f � _ b I ; i _ m ; � I � � � __� � � � i� a , � � 1 . ; � , . I: � INSTALLED WITHIN THE LABORATORY AREA,THE 1"OUTLETS WILL BE USED TO FEED QUICK-RESPONSE P'ENDENT HEADS(TO BE VERIFIL'D . . . � .'� i I __; .I I I i � " � - " � � " : I a I I �� � �� ; I , . . � � . � � . . � � . AFTER LABORATORY LAYOUT IS COMPLETED). . . � . . . . . ,� '....:.....:.....� '. ��-..... ` ...........1. � � ; _i: . ._,._- r , ._... . ,;::_ , . �:: _t ::_: 3 . _ . . � �::-. { ! _ :,. ....... . ._,.. i � ..._ ��, � ._ _ : . _. Q . , . : , , ��.,� i . . . � �. . . . . � I � � � � I i! ,� ' � - . ; • ' . 1 . . � .. � � : ' �. - I � _ ;.Office 7 � . :: � ' ,_. � , I , ; THE SPRINKLER CONTRACTOR WILL TIE THE NEW TEST&DRA�N ASSEMBLY INTO THE EXISTING DRAIN RIffiER AND CONNECT THE EXISTING I '� I �' -.--- 2 -.--; '. ; � �-,r i, I ,'' I 1 � ' ; ' -� '. ' II � � " i i i I �t - I � � . � � . . �✓ �y'` .,. ' ,�� ,..1 I '',. � L.'i,s,. ' . �I i e-v,� �, ��. ,, i i .� I �. � � � � � .� ��. ' � � �� .s, ° ".,, � �..I . � , � i , .;_. u . . .,,., . � � . . . .. . � ,.. COMMON AREA SPRINKLER HEADS TO THE NEW ZONE VERIFY LOCATION IN FIELD . . �-. ` : , ` ._.:_ . «, . -_._: ._-._._ . -�.,_� !.___- .___...._ ......... . ....:........ . .- .�!. _._.. . ;, . ��� _.... J .... _,._ I ..��� ...., _.�., . ._ . . � ', � > , s � .!...... � ..:.;. � � ; � ; ; , ! ,. I ; , i ; , . .. , , , � ,R�cpt...t Coffe � ){ �_ ,i� C � i� � � �''_.., , , . . __ . �'�. -"� � �_._ I ._. i �. ' c,; _. . ... ..._. I, _,,. � � .. � � ' �i: � __ �. ''.. 1;_. i_.Si ,. ..::_. � � �: �',�.. : i _.y_ _ �t � .. . I + G-=. I v�..,.. . .. .... ._.... ......... . . . . . . . � .L ., � � � : . _ �. �.: . ._._ _ a :.. ...... �.._.. , I ._. .....�� �. ..__ � ;.�'. ... - 1= w ,�.. . _....:�r . _.{._ . . .; ..,, � . : ; ::.�.. �.� :� ; , � , � j . . . . . . CONTRACTOR SHALL HYDROSTATICALLY TEST ALL SPRINKLER PIPING AT 200 PSI FOR 2 HOURS AND IS RESPONSIBLE FOR THE COMPLETION OF � , I I ! � , � 4- � � x � i � � � �- ❑ ; _ � � ? r - s - r ❑ -- - e ! I i i ` " ' 23 ` j ' I I ` I .i ALL ABOVE GROUND TEST CERTIFICATES,SUPPLIED TO THE OWNER. . . � � � i� ��-""- � ��'�`-��-^" ��, � I � '...t._.. ��9 . ._I i � -I `!� � i , , ..; � � _ ; � ..._ � ;�,I � \ � � � � � � _ .__.� . .... .... .___. f , . '�� .. . � .... C I ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 2013 EDITION �4ND ALL MANUFACTURERS '� mfs o � � � � q � o P) , � • I ' ' � �; i �i ' � `� � y�j I ! c � 8 8 C� � _: 4 .. .: � .., � � . I �. . , n > �'+ , _ __8 � __ _ , � ., , .� _; � ;�:. __ _ _ _ _ INSTALLATION RECOMMENDATIONS.ALL PIPING SHALL BE PITCHED TO DRAIN WITH LOW-POINT DRAINS AS SECTIONS OF PIPING SUBJECT TO . � � . �� � � . ��. . -��t'a�� , �.I i h-���,"� � # h��-.� I ; '�.;� ; -) � _ `��� ; �jh; � 1,7,� � . . � � � WATER TRAPPING. i�l. _ _ � . � � ' sie = = s� - = sze ) _ = ssi � n _ � e � e � : � n 22 I � a ' � + i � .. ..... , , � � __ . e � t _ ..t ; , _ R ` , . � .. . . �. THE BUILDING OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL AREAS CONTAINING SPRINKLER PIP�ING AND HEADS TO PREVENT PIPE I 0G4 �/ 045 � °fi7 i , , i_ I I � I 1 r � " ( ) � 6 I , _ �----- _ r I i _ �r.::. ' � FROM FREEZING MAINTAIN MINIMUM OF 40-DEGREES YEAR-ROUND .ANY AREAS THAT RAISE CONCERN 1WITH REGARD TO FREEZING POTENTIAL � UPR GI�HT�SPRINKLERS ONS1' . �� i � G � � . ' ' 0� o . � � _ � --- � . � ' DURING INSTALLATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO BEING INSTALLED.JFP SOLUTIONS, INC. � � � : � � ; _ ���. . � , . : � ��� ��,' 1 ' I , ����� ' j .__ I �i �,` �� , � . � � � � . �1�1� ap � � AND JASON KAHAN TAKE NO RESPONSIBILITY FOR ANY DAMAGES FROM FREEZE-UPS. � � . � . SPRIGS WITHIN BEAM POCKETS - . = ,', � ,. - , .. ' _...F ;* _�_ �' ' i^, , I �-', � • - ; OfflCe H i , � � � � � „ ' II� ' IN EXPOSED CEILING AREA AS � �i '> ,I ;i � � I'.i ___ �, T'�� I INDICATED. i I -. I e � e l _ o i f d � ,G, sa . ! i � . , .. � F -�� I I �� I o � g _ � 8 _ , _ y _ x X@C-{- � I + , � � _ _ _ • � �� � Source Infomnation nnnwraw n�taxi�nuM oF�z° '� i: � � i i�. � �_ . . . , ' - : ; � Date of Flow lfest 1 Info: 12/29/2015 a a.,.., DOWN FROM UNDERSIDE OF i �___�_ _. ___.... _.._�__ . T _ ;,.. i Q 'I� , f. � OfifIC@ � , d ,, j -',, � � � � Loca6on of flo�w test dala: �, ; __ -: DECK THROUGHOUT BEAM s�e sn sn ) saa I I I I I } I ; e . � J �� e a a-� d �, POCKETS(iYPICAf_). } � � � � � -. , . .-.� .. ' � 39 Norman Strreet ��� . . 1_- a��,...., ..:., 1 �....., .. ,...,, , . } m3 m� � aa ass _ �'. � " '..._.. . __.. .. ... .. � = � :...._. ..I. ' i�� ;' ._.�_ I Source of flowr lest data: :_ I , ,�� `" b ` '> >. :n ..�d �,..� a ,,,.. °"�.,. ° .. , o o p o 4 , o) I � � � : .. � '; ; I i • ' ! E i JFP Solutions.Inc. � a o a�. .a . i. d' � � i � d I , 4 � r �. a -: o ,, i � � �r,.I_ ' e �.,.:-n �`'-q >,. �' . 6- e Y .... �,., . . � . . . . . . �. , � � , .......... � I �\.__r,� ... . , �, . . . fJ'( '�. , ,..p . . a _ t,.,., I ` � i �i }, . , ,... � . � 4 i �; l��,)a �; e � . ... a".> ,° _c ..-1, a., � .,._,. I I ,! . i. i � .. � . [ . � ' I� I _ ,w ,, i __... Source Data IPoints Pum Data PoiMs �i >.' .�„ r s �,,, , p Q,:.,�. , .- -- , - , ........ � �., Pressure Floiw Pressure Flow �,' 0 ., c ' . P v e q d 3 . . . . . . . � . , � , � , ', , I , i � � �. 1 V °L� , A �� _ y � � � � t <<. - _ � � � �, ,a ..p �..; ,. �.e� � , - -,.3t � � , �� � � � . . t � �...e �,. �..,. ... �"'�.:... .,. '..s o::_,j . . . . ._ .__ __-. ___ . ._. ..__ ._. .... . � . . : � � � � _.. ...... ......... � � �p �`��� � ' ' e �,; ��.. �`,v '"... ��'��.e �<..�... ":`..-S I � e . e .. ........ .... . �, ' 1 � � �. • �� . '. �I ' � . ...1 � � 03.00 �.�0� . ,.� . �.�•� � �� a_ , . t � � 0 C. � '� , � � � �" , , � r� . o� _ _ ,_, � �... e� �...,. �� �'" � q ... � . . . . . . - .. . ' ' . ' . . - ' ' _ . . . . . - . � .. q ... .. . � .,, e _ _ ..` " ' � � " � � � e ��., e a- �, .� , � 78. . 0 . � I I _. , , � � ._- ._ t t i { � � a � , ,._._ - � e s � b �i� I - � `-- I I� � ; , �k _ � " � r � � � . � oo �ass o � � _ _. . _ � . . . STEEL BEAMS � � � 't SPO S21 "�C(S28\ . S77 . - ; . ' � I ' ( Y � � � . . � � .. � e � � � � '�,�/� . � . . . . . � . I � . :�. � y, - ' � ,.,I � o� Wfi M7 ae5 ! � � _'�t3t'YIC S �`'� � . . � � �� � � �� � I I � ! � � I � o ro a, i t . � , ; 1I � � _ ._ i ; f I , , .. . ;._ . ! � __, _ } � ,� , � � _ � i � , a;�� � I i . . . . oirt�uaaicHrnEnos � � . ; � ..' . � _ E I � ��� ` � _ -� �� � �, � � ����C@ � "� ......� . . . . . . . . . � � � � � _ � � : � _ a � � � ; � � . . _ : ,. . � � � SECOND LEVEL ISOMETRIC �, � � ce�Hc naeosj eenM EainTic caao e � � , a . � '�� � % �� � : � _ a ' _ � �i' � w � ��! � � �� �� - � � 1�, .�i ���, � � � � � SGLE��q'.P _ . . � . ..._. . _. � . � ._.. _ . �... __.. . _. _._. . __. � � ._y . 1 � ..,1... � ...�i�. � � � . ..... � ._ .__. 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This e stem es sham on ARJ FIRE PROTECTION. � can en dnt no dateG 1/28/207 � � � . , � � � ' � , . � . � � "'----� � � � . � � � � forSPRMKLERSVSTEMADDRION-4NDF1rt1�NORMANS7REET. � . � � . � � PENDENTSPRINKLER . . � . � ' � '1 141 I ` !,' I # � . . . ,'., . . .. . . . . . . . contracl rw 200-025 Is dasignad lo discher9e at a rete o(0.7 9P^�'Nmin/m�otfloor aree wer . � . . .� . HEAD(K=5.8.IN AREAS � .. � � . �� . . � f '., ✓ ' � % ' . . , .,.,,,� 6 � : � j �,� '', � � I . . . � � . . . . ' . � � e mezimum aree ol 7547 M when supplleE with water at a mte W 33�pm et B�sl el ihe basa o!iha dsac ' � � . . � �:,, � � � "�V ���-"' -�� �� � � � : . t' , � � � � . � � � � �� . � � WITHDROP-0EILINGS) � I : £ � � � � � Hose siream ellwrdnce o! Is included In Iheabove.� � � � . � � � � � � E��. : I � _ � . { �� i� '�. � � � � � � . � � � � � TYPICAL PENDENT 6 UPRIGHT PROTECTION DETAIL � � � � � � � ti� � � � � ��� ��� � � LOCATE NE W SPRINKLER MAIN AS � I . . � NOTTOSCALE � � . � . .. I . . fI �..I I �� _ �...._., � t Y � /�m. , . � � �. � . . 1 . P ry 8 9 � �� y a : r . ..... .. nna=im�mswreene� m. Ma:imum�eioc� tze�gs � � INDICATED. KEEPMAINASTIGHTTO Ocw an classKcetlon LIGHTHAZARq Numbero/�ea0s11oMn ' 16 ( ✓ � ri CommoCi classifiwtlon 3 tem Wet . . I I I � . . . . . smraqe eneneemere: - I ' � X X .: }i I X` ', I / j j �� 'S , UNDERSIDE OF STEEL BEAMS AS i Flowfromin-Rackaqlnklan: � Ogpm pressureaeqwredetsource: � ee.7vsi . � . . � . � . . � � � � � : �� � � . � . . . - � .. � . �\ . � �� � �' � . � . . � P�$$IBLET�MAXIMIZECEILING � � � . FlowfromOverheetlspdnklers: 330.Bgpm PressureAvallaEleelSource: 82.3Qs1 � � � � � � � � � � � � ' . � � � � � . � � . � � . � � � /1Y . � . � . ' . FlowfrominsideHoses � � OgPm� SurplusPressureatSource: �15.6ps1 . � � . . . . .� � � � ' . � �� � � � � . � � � . � � � � HE�GHT1� i��(�+AL� � � . � � I . . . FlowfromOutsMeHasas: 09Pm � . . . . . . . . . . , ,� , . . t'� . . . � . . . . � . �� . . � � . . otna�nxaan�: og� PROVIDE NEW FLOOR CONTROLVALVE �'' � � Totalllowlnsystemplping: � � 330Bgpm � � � � . MmNITOREDBUITERFLY VANE-TYPEFLOW � PRESSURE � . � � � � � ASSEMBLY '/ � � � � { � � � � � � � � � Additione111oweVbeyaitlsaurce: 100apm . - � VAILVE(WIREDBV � SWITCH�WIREDBV . GAUGE � � � � � �SEEDETAIL,THISSHEE�.FEED . . . �..; . . . . � . . . . . . . . . ra�aiorenn�,: asos9� orHeas� �orr�eas> FROM EXISTING 6"STANDPIPE AND TIE TEST �` -.� � Design Area 2 Wet System &DRAIN INTO EXISTING DRAIN RISER. 'f ti EXISTING SPRINKLER rieo iNro exisriNc FUTURE LAB SPACE 7 F` PROTECTION W � . .. 8"STANDPIPE IN a� . . TO SPRINKLER � .. � � � .. . . . . . � � . � . . . �.:� . . .. . � . . . . . . cem�iano��aswsraoasie�r�a s - Furuaeuasance srniawe�� Q� Demand Calculations using Hazen-Williams Method CONNECT TO EXISTWG SPRINKLER LINE ,'' COMMON AREA TO � sysreMzoNe Occuan Classifcation: ORDHAZI � :' REMAIN NOTINSCOPE � , Thlasystemess�ownonARJFIRE.PROTEQTION_ � compenyptlMno datedvzsnm � � � . � l. � . P �' . � � � FEEDINGCOMMONAREAHEADS�(VERIFY. � r� �. ' . � ) �. .� � � . �. � . �. � . . �. � � � . . � � . . . � . far SPRINKLER 3YSTEM ADDITION=2N0 Fk�OB NORMAN STREET � � . � . . DBS190 A28 DCfISIry: O.'IS � � �'�; '�! t `j/ , L/ t( \/ ..1/ -" ^'�� � � . . . . . . � . � � �o�eea�s000ze la tlesignad to discherga et e rete d 0_75 ec�'(vm��im•�or noo�aree wa� � IN-FIELD) � � " u � -- � ' x 3: �y Addifional Outside Hose: 250 ' ' ' " ' ' . a maelmum eree of 75501N when supplleC with waler et e rata M 339,9gpm e[45.�et Ihe Eese of tha dsec . � � � � � . �� � � � . . . � � . .. ' � . . Hase streem ellwrdnca o( �s ma�aaa t�ma ebwa. � � � ��. . � . � � � � . � Design Area Size: � � 1550 ` - � � � � . � � . �� � � � � . . . . . � . � .� . � � . ' � Ocwpencyclesslficatian:ORDHAZI Numcermeeadsna+nn9:�e � � � . � . � �p � . � � � � NotCS:THISCALCULATIONINCLUDESTHEHMD � . � � � � � � . . � � � � � � � � � � . � Commotlityclassificetlon: � SystemType: Wet . � . . . ' . � � . . . . � .� � � . Mazimum arorage height � Mazlmum valocily: � 73,79.p/s ----coMeiNnnoN resr a oaniN, � � 1550 SF OF FUTURE LABORATORY . � � � . . � � � � � � � � � . . . Ismrege errengemenr. (71ED IN7o exiSnNG oRniN SPACE WITHIN THE RENOVATED AREA SECOND LEVEL SPRINKLER LAYOUT RISER IN STAIRWELL) � � � � � � � . � � . � . � � ' � � Fio�,�rromio-aaoksveoeie�: oaam Pressurenea�o-aaa�sw�: ae.aysr OFTHE2NDfL00R ,v,_ , . FlowfromOverheadspdnklen: 338.9gpm PressureAvailableet5oume: 81.7ps1 � �� � � � . . . . � ' � � SCALE,ie -'I -O� . . � � . � . �� FlowlrominaidaHosea: Ogpm s����sP�ass�ree�5a�: 3s.<,s� � � � . � ZONECONTROL�ASSEMBLYDETAIL �� . � � . � . � � � . � � . � . � � � � � � � � . � . . �. � � . � � � � . � FlowhomOutaWeHacea: � 09Pm � . . . . . . . . . . � . . � . � � � . � � . � � � . . . � . otna,e.adn�: o4om SCALE: NOTTO SCALE . TotalllowlnaYstemplping: . 339.99Pm . . . � . . . . . � � . . . � � � � . . . � � . . . . � . . . . AEtlitlonallloweVbayondsource: 2509�m . . � � � � � . � � . . . � � . . � � � � . . . . � . . . . . Tofalo/allllowa: 589.9gpm . . . . � . . . . . . . . . . . . . . . � . � . . . . DESIGNED BY: REVISIONS HEAD BLOCK - SPRINKLER . ... �i ��YY I�1 :: _ �DATE . . . DESCRIPTION � BY . � . �>. �, Cl' . . JL JL JL b JI� � �� JL b O �� C JL I� �� .. . : � . . . . � . . . .. � . OF . t� �� � NFPA 13 SPRINKLER SYSTEM ADDITION SHOP DRAWING � :7FP SOLUTIONS INC. �,j " r� �7 � � ,� . � 4iJ . � � . � SYM CNT POSITION FINISH � TEMP K � NPT . SIN. 1�iFG. � MODEL �i . . D �T q q � . SECONL FLOOR TENAIVT FIT- OUT . PERMIT N0. . � ��P�SH Mqssqc � ��l G 45 UPR BRASS 155 5.60 1/2" N3131 GL08E GL5615 � �. � . � ��. �. ll�11 J�l � � � � - � � � � � � � CONTRACT NO�. 200-027 � � � 4' �I i � l, � FIRE PR4'fECTSON CONSUI,TIN6 SERVICE& « ,^ , o JASON M.C. c � ' i. � � � � • 80 � PEND� NIHITE� 155 �5.60 1/2" TY3131 GLOBE GL5601� ; � � � qppRovAL�. � SALEM FD � � � KAHAN � m� �v a- � ` ' -F r.o. BoXiz3a � � NORTH GRAFTON, MA 01536 3� ���� ��/����` � T�� �' T g fIREPROTECTION N y � . ,�( . . . . � . . . . . . � �� . �.. . . . . . . . . .. . .� � . � . � , � DRAWN BY . �� T. JENKINS ., . \` � Lynnfield Massachusetts 01940 SPRINKLER CONTRACTOR MAY USE ANY UL LISTED SPRINKLER IHEADS, PROVIDED THAT sPRiHxcn� o.483a I r Telephone: (781) 389-7999 THEK-FACTORANDDESIGNCRITERIAISTHESAMEASTHEHEADSUSEDINTHISDESIGN �5�8� 4�1- 8232 s[�LE��1, MASSACHUSETTS scn�E �/8��=��-o�� �O F �Q " r E-Mail: TDJFPl@Yahoo.Com onre t/z5/zo�� s�oNn�E � 0,�. �lSTEP �4. � � SPRINKLER CONTRACTOR PROJECT ADDRESS Reviseo FP 1 Of 1 .. . . . . . . PLOITED . . . � . I. � � . . � . . . � ��. _._ �..__'_ .. ... :. ..... . . . .......... . _. .. . . . . . . _ . ..__ .. . . ._._>. _- _.. . . _.- -__'__._. . . . _ _. . ���� - _. " "__.____ __._._