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71 PALMER ST - BUILDING INSPECTION (3) . ��(,-t 3 G�- zoq g , �� . � i - � �� The Commonwealth of Massachusetts , Department of Public Saf��b JUN 29 A (k S� Massachusetts State Building Code(780 CMR} �� Building Permit ApplicaHon for any Building other than a One-or Two-Family Dwelling (This SecHon For Official Use Only) �-- Building Permit Number: Date Applied: BuIlding Official: .� SECTION 1:LOCATION(Please indicate Block#and Lot#for locarions for which a street address is not available) r 7/ ��/syre� .�f .S`�./� M.�- Cnt�s s�-- �z5;le�e�e � No.and Street City/`l�own Zip Code ame 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❑ Repair❑ Alteration ❑ Addition❑ DemoliHon ❑ (Please(ill ou[and subinit Appendix 1) � Change of Use ❑ Change of Occupancy ❑ Other ❑ Speci(y: � Are build'uig plans and/or mnstruction documents being supplied as part of this permit applicarion? Yes ❑ No ❑ Is an Independent Structural Engineering Peer Review reyuired? ,(1 Yes No ❑ Br'ef Description of Proposed Work: Vt'�� l� .�' s .f S � SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an E�dsfing Building InvesHgallon and EvaluaHon is enclosed(See 7S0 CMR 34) ❑ � Existuig Use Group(s): Proposed Use Group(s): eS SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(indude basement levels)&Area Per Floor(sq.ft.) . Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Ed�cafional ❑ � F: Facto F-1 ❑ F2❑ H: Hi Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ � I: Institurional I-1 ❑ I-2❑ I-3❑ 7-4❑ M: MercanHle❑ R: Residenrial R-1❑ R-2❑ R-3❑ R-4❑ S: Storage Sl ❑ S-2❑ U: Utility❑ Special Use�and please describe below: Special Use: SECTION 6:CONSTRUCTION T'YPE(Check as applicable) IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV ❑ 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❑ Check if outside Flood Zone❑ Indicate municipal❑ A�ench will not be P Private❑ or indentify Zone: or on site system❑ required O or trench or specify: permi[is endosed❑ Railroad right-of-way: Hazards to Air Navigafion: b9A tfiseor;c Commission Review Process: Not Applicable❑ Is Structure wifliin airport approach area? Is their review completed? or Consent to BuIld enclosed❑ Yes O or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY EdiHon of Code: Use Group(s): Type of Conshvction: Occupant Load per Floor: Does Hie building contain an Syruilcler System?: Special Sfipulations: K11c;.� � C�av,-f-r�c�� m�ti�.t3-b /�.a t �� c�f�'�-� �ro '�C�� • SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Conc�ress S� RQs�cQs�f LP /od ��{a �/�. .�� alew. �v1o� O!5'7� y2TV� / Name(Prin[) No.and Street City/To Zip Property Owner�,ontact InformaHon: �%v�f �Sc�vc�.uµ. �sr _3sL _ �r�� t _ G6�f s��ri � Tifle Telephone No. (business) Telephone No. (cell) e-mail address � If applicable,the property owner hereby authorizes �G �S �-�«.� P��<��d �o,� a3r �P��.i�e rn�s- o�a3�o � Name StreetAddress City/Town State Zip � to act on the ro er ownei s behalf,in all matters relafive to work authorized b this buildin ermit a lication. ' . SECTION 10:CONSI'RUCITON CONTROL(Please fill out Appendix 2) If buildin is less than 35,000 cu.ft.of endosed s ace and/or not under Constmction Control then check hee�and sM SecHon 10.1 101 Re 'stered Professional Res onsible for Construction Control Ja,:v��s (Y��q�. 7�1 -Ps"3 Ss7 3857.� N me(Re istrant) Tele hone No. e-mail address Registration Number �4 ��w /'(e- �. �roe(r,(cw�1 m✓.� m�37u �•30-/b . Street Address City/Town State Zip Discipline Expiration Date � 10.2 General Contractor aGQ/J f'//-e2 /Y.Upil�L��/!i/ �'/✓G, Company Name �Ghv� �' Q.V�t'Loln SC('IOU �C�B �N'fn1L�R,r Can�vcr[.�o✓ Name of P on Responsible tor Constructio License No. and ype if Applicable '�6 �O� ��.5 �cl�-��L� �19� d23 ?d Street Address City/Town State Zip ��8�- 0/1/ Ll� -a93 _ 3��-� Tele hone No. usiness Tele hone No. cell e-mail address SECTIOIV Yl:WORKF.RS'CO�rtPF.NS�TTON TNSURANCF e1PFIDAVI'I M.G.L,c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Depaz�nent of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a si ned Af(idavit submitted with this a licaHon? Yes❑ No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE - Item Estimated Cos[s:(Labor and Materials) Total ConstracHon Cost(from Item 6)_$ 1.Building � Building Permit Fee=Total Constructlon Cost x_(Insert here 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minunum fee=$ (contact u icipality) 5.Mechanical Other $ Enclose check payable to ��•(/!� 6.Total Cost $ �{.� 7 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this applicafion is true and accurat i est of riy knowledge and understanding. (1GR n (��HMh �Q c�d�Gv� ��1 _�' �� . P ase prin d si e � TiHe Telephone No. Date �a �.�.5' /<'�A- O�'�7G Street Address City/Town State Zip Municipal Inspector to fill out this section upon applicaHon approval: Name Date E � � � i � i ' ( � a �wQ , � ....4 . �1� � r n� � � � � � � t��u�.��. m '�.� �° '� ^ ,p'�„w� �} .o � R � � A L O '� � i j q m = i� �,r,�.:...x�" y . . � L u � '�� ]y� Mr}�: ' � � f�' .'X b � \ 5 t o � M � � �� 1� � 4) ✓.J y � � 1.1 � i � n� � � � � � � � The Commonwea[th of Massachusetts -� Department of Industrial Accidents �'�� „=,i;� Office of Investigations � '=: : �� 600 Washington Street ' Boston, MA 02111 ��;%�1 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/El Please Pr nt Le bl A licant Information Narile (Business/Organization/(ndividuaq: /�Q� G Address: �O �Oi� -�3� � kfiU^6(' /yl� �� Phone #: 7�l ��7��1�5 l City/State/Zip: aG Are ou an employer? Check t/he appropriate box: Type of project(required): l.�t am a employer with_1(Q_ 4• ❑ I am a generai contractor and 1 6�New construction employees(full and/or part-time).* have hired the sub-contractors � � Remodeling listed on the attached sheet. 2.❑ I am a sole proprietor or partner- These sub-contractors have g. � Demolition ship and have no employees employees and have workers' working for me in any capacity. 9. ❑ Building addition comp. insurance.'+ [No workers' comp. insurance ]0.0 Electrical repairs or additions required.] 5. ❑ We are a corporation and its 3.� I am a homeowner doing all work officers have exercised their 11.� Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL �z,� Roof repairs insurance required.J t c. 152, §l(4),and we hflve no �3 Q Other employees. [No workers' _ comp. insurance required.] *Any applicant Iha[checks box#i mus[also fill ou[the section below showing[heir workers'compensation policy information. t Homeowners who submit this affidavit indicating[hey are doing all worA and then hire ouuide con[racrors must submit a new affidavit indicating such. YContraC[ors that Check this box mus[a[tached an additionai Shee[showing the name of[he sub-contracrors and s[ate whe[her or not those en[ities have employces. ]f[he sub-convactors have employees,they must provide[heir workcrs'comp.policy number. !am an employer that is providing workers'compensation insurance for my employees. Below is the po[icy and job site - information. /J , �+L Lnsurance Compar�y Name: /7/ ��`!�G ( �•�`�� / Expira[ion Date: �' �� `� � � Policy#or Self-ins. Lic.#; �/I�C.l Q�� (� p � �//,,�. Job Sife Address: �l /u(/�v �� City/State/Zip: �.�f.l^'� /�[�L•— Attach a copy of the workers' compensation policy declaration pagc(showing the policy number and expiration date). Failure to secure coverage as require d un der Sec tion 2 5 A o f M G L c. 1 5 2 c a n l e a d t o the im position of criminal penalties of a fine up co$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. .l do here6y certify unde e ins and penalties oJperjury ihat!he informatinn provided above is true and correct. Date: '�� G Si nature: / Phone#: ��7� �� ` Official use only. Do not write in this area,to be completed by ciry or town o�cial City or Town: PermiULiceuse# Issuing Authority(circle one): � 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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 inforxnation below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block # and ot# for locations for which a street address is not available) � No. and Slreet Ci /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 Construction Documents are required for structures that must comply with 7S0 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 Construction Documents* Mark"x"where a licable No. Item Submitted Incom lete Not 2e ssired 1 Architectura] � 2 Foundation 3 Structural 4 Fire Su ression 5 Fire Alarnt ma re uire re eaters 6 HVAC 7 Electrical 8 Plumbin include local connections 9 Gas Natural,Pro ane,Medical or other ]0 Surve ed Site Plan tilities,Wetland,etc. 11 S ecificaHons � 12 Structural Pecr Review 13 Structural Tests&Ins ections Pro ram 19 Fire Protection Narraflve Re ort 15 Existin Buildin Surve /InvesH ation 16 Ener Conservatton Re ort 17 Architectural Access Review 521 CMR 18 Workers Com ensation Insurance � 19 Hazardous Material MiH arion Documentation 20 Other S ec" 21 Other S ec' 22 Other S eci *Areas of Design or Construdion for which plans are not complete at the time of applicafion submittal must be identified herein.Work so identi[ied must not be conmienced untIl this applicafion has been amended and the proposed constructlon document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple tlee original pern�it fee. Registered Professional Contact Information ��L rn�bw�l fii -��s� 3ss7z Name(Registrant) Telephone No. e-mail address Registration Number 44 2�s�vv�w PI�-- �. 12�+c I�IR�P rv�.�- 0.23 �o �?6- lG Street Address City/Town SYate Zip Discipline ExpiraHon Date � Name(Registrant) Telephone No. e-mail address RegistraHon Number Street Address Ci /Town State Zi Discipline Expiration Date Nazne(Registrant) Telephone No. e-mail address Registration Number Street Address Ci /Town State Zi Discipline ExpiraHon Date � J B ENGINEERING, INC. 96 RESERVOIR PARK DRIVE ROCKLAND, MA 02370 Te1:781-871-8277 Fax:�81-871-0156 www.jbengine@aol.com ---------------------------------------------------------------------------------------------------- June 27, 2016 FIRE PROTECTION NARRATIVE '�+.A� ' Buildin¢Located at: ��t1�F qssq 71 Palmer Street , .:.�'��^ JFM:S N. c<s� Salem MA L tvtcHUGH ;' ��'�`�� FIREPftOTECTION y `�`��•�� N0.38572 BASIS(METHODOLOGYI OF DESIGN �'On 9 � `�� >,�, FC(STEf�� e�``, CSS/O E Section 1 -Building Description �� 1. Building"Use"Group: 780 CMR 310.0 Residential 2. Total Nwnber of Floors Basement below grade I 3. Four floors above grade. 4. Type(s)of occupancies(hazards): Light Hazard 5. Type(s)of construction: Wood with wood joist 6. Height storage of commodities No storage will exceed 12 feet 7. Site access arrangement for Site accessible Emergency response vehicles Section 2—Applicable Laws and Goveming Codes 1. Building Code: Massachusetts State Building Code,780 CMR, 8th Edition&the IBC Code 2009 2. The following sections of chapter 9(F've Protection Systems)relate to this facility 3. All of section 901-General 4. Local Fue Prevention Requirements 5. Applicab(e Sections of M.G.L.., Chapter 148 Fire Protection ' 6. Applicable Federnl Laws such as OSHA,ADA,etc. Section 3—Design Responsibility 1. J B Engineering Inc. is providing sprinkler plan,calculations and narrative The design will be based on Fire Protection Systems, Chapter 9, Guidelines for the Prepazation of the Narrative Reports. 2. The professional F've Protection Engineer of record will be James N McHugh.,Massachusetts No.38572 for the sprinkler system only.. � Section 4—F've Protection System to be installed 1. Sprinkler System a. The sprinkler system is an new wet sprinkler system. b. All heads to be QR c. 4"underground to be installed in basement d. 4"Standpipe w/2-1/2"FDV w/2-1/2 x 1-1/2 reduce %z"cap e. Floor control vaWes with test and drains f. Any work that is to be done will meet the requirements of NFPA 13 2013 and the requirements of the Salem Fire Departrnent. Section 5—Special Consideration and Description 1. Sprinkler System a. The sprinkler system will be based on "prescriptive code requirements". No variances will be required. b. Maintenance, inspection,and testing will be done as per NFPA 13, 2013 Section 6—Sequence of Operation 1. Sprinkler System a. Wet System—When a single heat activated sprinkier fuses and dischazges water,pressure ' switch at the main sprinMer rise assembly is actuated and sends an alarm signal to the main fire alarm control panel and notify the Salem Fire Dept. 2. Section 7—Testing Criteria 1. Sprinkler System a. No6fy the authority having jurisdiction and Owner's representative of the time and date of all testing b. Perform all required acceptance test as required by NFPA 13,2013 a Complete and sign the appropriate Contractor's material and test Certificate(s). Aunroval Requirements The following approvals aze necessary prior to the start of work: 1. Approval of Sprinkler plans, 2. Permit from local Authotities no work is to proceed until all permits have been obtained. 3. All sprinkler work is to be performed by a Registered Massachusetts Sprinkler Conuactor. -Z- H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T Building Located at 71Palmer Street Salem (Basement) W A T E R S U P P L Y STATIC PRESSURE (psi) 82 RESIDOAL PRESSURE (psi) 59 RESIDOAL FLOW (gpm) 1130 B O 0 S T E R P U M P S NUMBER OF"BOOSTER PUMPS 0 S P R I N K L E R S MAXIMOM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10. 83 SPECIFIED DISCHARGE DENSITY (gpm/sq, ft. ) . 15 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF . 15 gpm/sq. ft. FOR A DESIGN AREA OF 900 SQ. FT. OF ELOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 222.32 gpm AT A PRESSORE OF 56.77 psi AT THE SASE OF THE RISER (REF. PT. 3) PIPES OSED FOR THIS SYSTEM -----------------_______=— 001 SCHEDULE 40 002 SCHEDULE 10 Building Located at 71Palmer Street Salem (Basement) PAGE 1 ��_��_��_��_��_��_��_��_�� SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE WITH ZERO PRESSURE REMAINING ��__��ti��_��__��ti��_��_��_�� THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. � REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 20 5. 60 10.50 29 .54 19.20 0.00 19.20 21 5.60 10. 50 24 .28 21.00 2.21 18.79 22 5. 60 10. 50 26. 93 22.27 0.00 22.27 23 5. 60 10.50 23. 87 18 . 17 0. 00 18. 17 29 5. 60 10.50 23. 67 19. 95 2. 10 17.86 25 5. 60 10.50 22.70 16. 92 0. 00 16.42 26 5. 60 10.50 19. 14 11. 68 0.00 11. 68 27 5. 60 10.50 19. 96 12.71 0.00 12. 71 ' 28 5. 60 10. 50 24 .29 18.81 0.00 18. 81 29 5. 60 10. 50 24 . 11 20. 70 2. 17 18.53 30 ` 5. 60 10.50 27 . 99 24 . 88 0. 00 24 .88 THE SPRINKLER SYSTEM FLOW IS 260. 92 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0. 177 gpm/sq. ft. THE EOLLOWING PRESSURES & FLOWS OCCOR ---> AT REF. PT. 1 <--- STATIC PRESSURE 82. 00 psi RESIDUAL PRESSURE 59. 00 psi AT 1130. 00 gpm TOTAL SYSTEM FLOW 510. 92 gpm AVAILABLE PRESSURE 76.71 psi AT 510. 92 gpm .. OPERATING PRESSURE 76.71 psi AT 510. 92 gpm PRESSURE REMAINING 0. 00 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE _ Building Located at 71Palmer Street Salem (Basement) PAGE 2 HYDRAULIC CALCULATIONS AT~SPECIFIED~DENSITy~~~~~~~~~~N~~N~~~~~~N~~~~N~N~~~~~ THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSORE (psi) ---- ft gpm Total Velocity Normal � 20 5. 60 10.50 20.86 13. 87 0. 00 13. 87 21 `� 5. 60 10.50 20.73 15.30 1. 60 13.70 22 5. 60 10.50 22.55 16.22 0.00 16.22 23 5. 60 10.50 20.39 13. 19 0.00 13. 19 29 5. 60 10. 50 20.21 19 .59 1.52 13.02 25 5. 60 10. 50 19.32 11. 90 0.00 11. 90 26 5. 60 10.50 16.25 8 .42 0.00 8 .92 27 5. 60 10.50 16. 95 9. 16 0. 00 9. 16 28 5. 60 10.50 20.79 13. 71 0. 00 13. 71 29 5. 60 10.50 20.55 15. 04 1.58 13. 46 30 5. 60 10. 50 23.89 18. 12 0.00 18. 12 THE SPRINKLER SYSTEM FLOW IS 222.32 gpm , THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250. 00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. ELOW IS 0. 00 gpm THE MINIMOM DENSITY PROVIDED BY THIS SYSTEM IS 0. 150 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 82.00 psi RESIDOAL PRESSURE 59.00 psi AT 1130. 00 gpm TOTAL SYSTEM FLOW 472. 32 gpm AVAILABLE PRESSURE 77 . 93 psi AT 472. 32 gpm OPERATING PRESSURE 59. 10 psi AT 972. 32 gpm PRESSURE REMAINING 18 . 32 psi I THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A I [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Bu•ilding Located at 71Palmer Street Salem (Basement) PAGE 3 ��a��___��_��_��_ FITTING Equivalent Length per NFPA 13 1994, 6-9 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Eitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 9=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve --------------------------------------------______________________________________ FROM TO ELOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn ��__��__��_��__��_��__�� 1 2 222.32 75.00 235 19. 65 150 1 4 .250 0.008 0. 000 59. 10 58.33 0.77 2 3 222.32 3. 00 2553 26.80 120 1 9 . 026 0.016 1. 083 58 .33 56.77 0. 98 3 4 222.32 8.00 26 28 . 80 120 1 9 .026 0. 016 3.467 56.77 97.71 5.59 4 5 222.32 5.00 22 13. 60 120 1 4 .026 0.016 0. 000 97 . 71 47.39 0. 32 5 6 222. 32 4 . 00 256 15. 50 120 1 2. 067 0.413 0. 000 47.39 39. 39 8 . 05 6 7 222.32 97.50 22 8. 62 120 2 2. 157 0. 336 0.000 39.39 20.51 18.83 7 B 157.20 10.83 0 0.00 120 2 2. 157 0. 177 0. 000 20. 51 18. 65 1.87 6 9 64 . 19 10. 83 0 0. 00 120 2 2. 157 0.039 0.000 18. 65 18.26 0.39 20 21 -20.86 9. 67 0 0.00 120 1 1.099 0. 140 0.000 13.87 15.30 -1.43 � 21 9 -91.59 1. 67 3 4 .20 120 1 1.049 0.504 0. 000 15. 30 18.26 -2.96 � 22 9 -22. 55 8 .25 3 4 .20 120 1 1. 049 0. 162 0.000 16.22 18 .26 -2 . 09 23 29 -20.34 9. 67 0 0.00 120 1 1 . 099 0. 139 0.000 13. 19 14.59 -1.35 29 8 -90. 55 1. 67 3 4 .20 120 1 1.099 0.480 0. 000 14 . 54 18. 65 -4 .10 1.28 17. 36 Building Located at 71Palmer Street Salem (Basement) � PAGE 9 ��__��_��____��_��_��__�� FITTING Equivalent Lenqth per NFPA 13 1999, 6-4 .3 '-' Indicates Equivalent Lenqth. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 9=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ------------------------------------------------------------------------______ FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (qpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFE Pv Pv Pn Pn �______..��__��__�_��____..�� 25 BO -19.32 9.34 22 3.40 120 1 1. 049 0. 122 0. 000 � 11. 90 13. 95 -1.55 26 81 -16.25 10. 67 23 5. 90 120 1 1. 049 0.068 0.000 8 . 42 9.86 -1.46 27 81 -16. 95 3. 92 3 4 .20 120 1 1. 049 0.095 0.000 9. 16 9.88 -0. 73 81 80 -33.20 5.00 23 5. 90 120 1 1.099 0. 332 0. 000 9.88 13. 95 -3.56 80 6 -52.51 0.75 3 4 .20 120 1 1.099 0.776 0. 000 13. 45 18 . 65 -5.20 1.28 17.36 28 29 -20.79 9. 67 0 0. 00 120 1 1. 049 0. 139 0.000 13. 71 15.04 -1.33 �� 29 7 -41.29 1. 67 3 9 .20 120 1 1. 049 0. 997 0. 000 15. 04 20.51 -5. 97 2.56 17. 96 30 7 -23.84 10.00 22 3.40 120 1 1.099 0. 180 0. 000 18. 12 20.51 -2.39 A MAX. VELOCITY OF 21.25 ft. /sec. OCCORS BETWEEN REF. PT. 5 AND 6 Sprinkler-CALC Release 7 .2 Win By Walsh Engineerinq Inc. North Kingstown R. I. U.S.A. _ _ WATER SUPPLYJDEMAND GRAPH � Building Located at 71 Palmer Street Salem [Basemenk) 150.00 ' 140.00 130.OD 120.00 P 110.00 R 100.00 E 90.00 S 80.00 � 70.00 � so.oa — R 50.00 E 40.00 30.00 20.00 10.00 0.00 D 500 10d0 1500 2000 � Supply: 59.00 psi @ 1130.00 gpm FL04J � ��mand: 55.10 psi [� 4rZ.32 gpm I , Sprinkler-CALC 7.21Nin � _ -- _ _ _� H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T � Building Located at 71 Palmer Street Salem Fourth Floor W A T E R S U P P L Y STATIC PRESSURE (psi) 80 RESIDOAL PRESSORE (psi) 75 RESIDUAL FLOW (gpm) 1000 B O 0 S T E R P O M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 16 MINIMUM PRESSURE PER SPRINKLER (psi) 16. 07 THIS SYSTEM OPERATES AT A FLOW OF 66.57 gpm AT A PRESSURE OF 67 . 97 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM ---------------------- 001 SCHEDOLE 40 002 SeHEDOLE 10 009 BLAZEMASTER CPVC Building Located at 71 Palmer Street Salem Fourth Floor PAGE 1 ��_�_��_��_�� SYSTEM ANALYSIS TO SHOW MAXIMUM FLOW WITH ZERO PRESSURE REMAINING ��_��_��__��__�� THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 70 9 .20 50.50 18. 93 20. 31 0. 00 20.31 71 9 .20 50.50 18.55 20. 59 1. 09 19.50 72 9 .20 50.50 19.38 21 . 28 0. 00 21.28 73 9 .20 50.50 17. 99 22 .51 4 . 16 18.35 THE SPRINKliER SYSTEM FLOW IS 79 . 85 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 100. 00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0. 00 gpm THE FOLLOWING PRESSORES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE B0.00 psi RESIDUAL PRESSURE 75. 00 psi AT 1000.00 gpm TOTAL SYSTEM FLOW 174 . 65 gpm AVAILABLE PRESSURE 79. 60 psi AT 174 . 85 gpm OPERATING PRESSURE 79. 80 psi AT 174 .85 gpm PRESSURE REMAINING 0.00 psi THE ABOVE RESULTS INCLUDE 5. 00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE i Bu�ilding Located at 71 Palmer Street Sa1em Eourth Floor PAGE 2 ��..�_��..__��_��_��.,��_��_��_��..� HYDRAOLIC CALCULATIONS AT SPECIFIED FLOW ��....__��_��___��_��_��.,��..�..��_� THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 70 4 .20 50. 50 16.89 16. 07 0. 00 16. 07 71 4 .20 50. 50 16.49 16.24 0. 82 15. 91 72 4.20 50.50 17 .29 16. 85 0. 00 16. 85 73 9 .20 50.50 16.00 17 . 80 3.29 19 .51 THE SPRINKLER SYSTEM FLOW IS 66.57 gpm THE OOTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0. 00 gpm THE FOLLOWING PRESSURES & FLOWS OCCOR ---> AT REF. PT. 1 <--- STATIC PRESSURE 80.00 psi RESIDUAL PRESSURE 75.00 psi AT 1000.00 gpm TOTAL SYSTEM FLOW 166. 57 gpm AVAILABLE PRESSURE 79. 82 psi AT 166. 57 gpm OPERATING PRESSURE 69. 19 psi AT 166. 57 gpm PRESSORE REMAINING 10. 63 psi THE ABOVE RESULTS INCLODE 5.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE � Building Located at 71 Palmer Street Salem Eourth Floor �___��_��_��_��„��PAGE��3� FITTING Equivalent Length per NFPA 13 1994, 6-9 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve - -----------------------------------------------------------_______=====p==== FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE ( si) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn ��___��__��___�_��_�_��..�_�� 1 2 66.57 75.00 235 19. 65 150 1 4 .250 0. 001 0.000 69. 19 69. 11 0. 08 2 3 66.57 3.00 2553 26.80 120 1 4 .026 0. 002 1. 083 69. 11 67 . 97 0.05 3 9 66.57 8 . 00 26 38 .02 120 2 4 .260 0. 001 3. 967 67 . 97 59. 45 5.06 4 90 66. 57 4 .00 22 17 . 96 120 2 4 .260 0. 001 0. 000 59.45 59.42 0.03 90 91 66.57 39.50 25 11. 62 120 2 9 .260 0. 001 0.000 59. 92 59.36 0.05 91 92 66.57 40.00 2 8 . 98 120 2 9 .260 0.001 17.333 59.36 41. 96 0. 06 92 93 66.57 3.00 256 9.20 120 1 1.380 0.317 0.000 91. 96 38 . 10 3. 66 93 99 66.57 33.25 222 15. 90 120 9 1.400 0. 295 0. 000 38 . 10 23. 60 19 .51 70 71 -16. 64 2 . 17 0 0.00 120 9 1. 109 0. 072 0.000 16.07 16.24 -0. 16 71 20 -33.33 3.42 0 0.00 120 9 1. 109 0.255 0.000 16.29 17 .11 -0.87 72 20 -17.24 3.93 0 0.00 120 9 1 . 109 0. 075 0. 000 16.85 17 . 11 -0.26 20 73 -50.57 1.25 0 0. 00 120 9 1 . 109 0. 552 0. 000 17 . 11 17 . 80 -0. 69 73 99 -66. 57 3.00 3 3. 31 120 9 1. 109 0. 918 0. 000 17.80 23. 60 -5.79 Building Located at 71 Palmer Street Salem Fourth Eloor PAGE 9 ��_�_��_��__��__��„��_��___�_��_��__��_�� FITTING Equivalent Length per NFPA 13 1999, 6-4 . 3 . '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=95 Elbow, 2=90 Elbow, 3='T' /Cross, 9=Butterfly_ Valve, S=Gate Valve, 6=Swinq Check Valve --------------------------Q----_____________________________________________________ FROM TO FLOW PIPE FITS E V. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn ��_��_��_��_��___��_� A MAX. VELOCITY OF 22 . 11 ft. /sec. OCCURS BETWEEN REF. PT. 73 AND 94 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R. I . U.S.A. WATERSUPPLYfDEMAND GRAPH � Building Located at 71 Palmer 5treet Salem Fourth Floar • 150.00 140.00 130.00 7 zo.00 P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 � 60.00 R 50.00 E 40.00 30.00 � 20.00 10.00 a.00 0 500 1000 1500 2000 � Supply: 75.00 psi @ 1000.O�D gpm FLOW �' C�emand: E9.19 psi � 166.57 gpm , Sprinkler-CALC 7.21Nin �� __ � __ �- -__ �.. J B ENGINEERING, INC. 96 RESERVOIR PARK DRIVE ROCKLAND, MA 02370 Te1:781-871-8277 Faai:781-871-0156 www.jbengine@aol.com ---------------------------------------------------------------------------------------------------- June 27, 2016 FIRE PROTECTION NARRATIVE P�,tH oF Mqs Buildina Located at: y>`� q� 71 Palmer Street o�' �Ati�S N, c�N � �ncr+u�r+ Salem MA o FIRE PROTECTION :, � '� N0.38572 " A 9 �Q BASIS(METHODOLOGY)OF DESIGN °�.FSF � ��' Section 1 -Building Description 1. Building"Use"Group: 7S0 CMR 310.0 Residential 2. Total Number of Floors Basement below grade � , 3. Fow floors above grade. 4. Type(s)of occupancies(hazzrds): Light Hazard 5. Type(s)of construction: Wood with wood joist 6. Height storage of commodities No storage will exceed 12 feet 7. Site access arrangement for Site accessible Emergency response vehicles Section 2—Applicable Laws and Governirig Codes 1. Building Code: Massachusetts State Building Code,780 CMR, 8th Edition&the IBC Code 2009 2. The following sections of chapter 9(Fire Protection Systems)relate to this faciliry 3. AII of section 901-General 4. Local Fire Prevention Requirements 5. Applicable Sections of M.G.L..,Chapter 148 Fire Protection 6. Applicable Federa] Laws such as OSHA,ADA, etc. Section 3—Design Responsibility 1. J B Engineering Inc. is providing sprinkler plan,calculations and narrative The design will be based on Fue Protection Systems,Chapter 9, Guidelines for the Preparation of the Narrative Reports. 2. The professional F've Protection Engineer of record will be James N McHugh.,Massachusetts No38572 for the sprinkler system onty.. r--T � Section 4—Fire Protection System to be installed II 1. S rinkler S stem r Y a. The sprinkler system is an new wet sprinkler system. b. AII heads to be QR c. 4"undergound to be installed in basement d. 4" Standpipe w/2-1/2"FDV w/2-1/2 x 1-1/2 reduce'/z"cap e. Floor control valves with test and drains f. Any work that is to be done wiil meet the requirements of NFPA 13 2013 and the requ'uements of the Salem Fire Departme�t. Section 5—Special Consideration and Description 1. Sprinkler System a. The sprinkler system will be based on "prescriptive code requirements". No variances will be required. b. Maintenance, inspection,and testing will be done as per NFPA 13, 2013 Section 6—Sequence of Operation l. Sprinkler System a. Wet System—When a single heat activated sprinkler fuses and dischazges water,presswe switch at the main sprinkler rise assembly is actuated and sends an alarm signal to the main fire alarm control panel and notify the Salem Fire Dept. 2. Section 7—Testing Criteria 1. Sprinkler System a. Notify the authority having jurisdiction and Owner's representative of the time and date of all testing b. Perform all requued acceptance test as required by NFPA 13,2013 c. Complete and sign the appropriate Contractor's material and test Certificate(s). Approval Reauiremenu ' The following approvals are necessary prior to the start of work: l. Approva]of Sprinkler plans, 2. Permit from local Authorities no work is to proceed until all permits have been obtained. 3. All sprinkler work is to be performed by a Registered Massachusetts Sprinkler Contractor. -2- � H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T Building Located at 71Palmer Street Salem (Basement) W A T E R S U P P L Y STATIC PRESSURE (psi) 82 RESIDUAL PRESSURE (psi) 59 RESIDUAL ELOW (gpm) 1130 B 0 O S T E R P U M P S NUMBER OF BOOSTER POMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10. 63 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) . 15 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF . 15 gpm/sq. ft. FOR A DESIGN AREA OF 900 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 222.32 gpm AT A PRESSORE OF 56.77 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES OSED FOR THIS SYSTEM -------------------------- 001 SCHEDOLE 40 002 SCHEDOLE 10 Building Located at 71Palmer Street Salem (Basement) PAGE 1 ��_�_�_��__��_��_�� SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE WITH ZERO PRESSURE REMAINING ��__��_��____�� THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ) REMOTE AREA -� Elevation of sprinklers .= Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 20 5. 60 10. 50 24 . 59 19.20 0.00 19.20 21 5. 60 10. 50 24 .28 21. 00 2.21 18 . 79 22 5. 60 10. 50 26. 93 22.27 0.00 22.27 23 5. 60 10. 50 23. 87 18 . 17 0.00 18 . 17 29 5. 60 10. 50 23. 67 19. 95 2 . 10 17 . 86 25 5. 60 10. 50 22 .70 16. 42 0.00 16. 42 26 5. 60 10. 50 19. 14 11. 68 0.00 11. 68 27 5. 60 10. 50 19. 96 12 . 71 0.00 12.71 28 5. 60 10. 50 29 .29 18. 81 0.00 16.81 29 5. 60 10. 50 29 . 11 20.70 2. 17 18.53 30 5. 60 10.50 27. 99 29 . 88 0.00 24 .88 THE SPRINKLER SYSTEM FLOW IS 260. 92 qpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250. 00 gpm [ ) THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0. 00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0. 177 gpm/sq. ft. THE EOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 82.00 psi RESIDUAL PRESSURE 59.00 psi AT 1130.00 gpm � TOTAL SYSTEM FLOW 510. 92 gpm AVAILABLE PRESSURE 76.71 psi AT 510. 92 gpm OPERATING PRESSURE 76.71 psi AT 510. 92 gpm PRESSURE REMAINING 0. 00 psi THE ABOVE RES�LTS INCLUDE 5. 00 psi ERICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Bvilding Located at 71Palmer Street Sa1em (Basement) PAGE 2 ��_��_��__��__'___��_�_��____�� HYDRAOLIC CALCULATIONS AT SPECIFIED DENSITY ��_��_�_��_��___�� THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. ELOW ---- PRESSURE (psi) ---- ft gpm Total Velocity Normal 20 5. 60 10. 50 20. 86 13. 87 0. 00 13.87 21 5. 60 10. 50 20. 73 15. 30 1 . 60 13.70 22 5. 60 10. 50 22 . 55 16. 22 0. 00 16.22 23 5. 60 10. 50 20. 34 13. 19 0. 00 13. 19 24 5. 60 10. 50 20.21 14 . 59 1.52 13.02 25 '� 5. 60 10. 50 19. 32 11. 90 0. 00 11. 90 26 5. 60 10. 50 16.25 8 . 42 0. 00 8.42 27 5. 60 10. 50 16. 95 9. 16 0. 00 9. 16 28 5. 60 10. 50 20.74 13. 71 0. 00 13.71 29 5. 60 10. 50 20. 55 15. 09 1.58 13.46 30 5. 60 10. 50 23. 84 18 . 12 0. 00 18 . 12 THE SPRINKLER SYSTEM FLOW IS 222. 32 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250. 00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. � [ ] YARD HYDT. FLOW IS 0. 00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0. 150 gpm/sq. ft. � THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REE. PT. 1 <--- STATIC PRESSURE 82. 00 psi RESIDUAL PRESSURE 59. 00 psi AT 1130. 00 gpm TOTAL SYSTEM FLOW 472. 32 gpm AVAILABLE PRESSURE 77 . 93 psi AT 972.32 gpm OPERATING PRESSURE 59. 10 psi AT 972.32 gpm PRESSURE REMAINING 18 . 32 psi � THE ABOVE RESULTS INCLUDE 5. 00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKELOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE B�xilding Located at 71Palmer Street Sa1em (Basement) PAGE 3 ��_..��..__��.,��_��_��_��_ FITTING Equivalent Length per NFPA 13 1999, 6-9 . 3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --�----------------------------------------------________________________ FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFE Pv Pv Pn Pn ____�_..��..�_��.,��_..�� 1 2 222.32 75. 00 235 19. 65 150 1 4 .250 0.008 0. 000 59. 10 58 .33 0.77 2 3 222.32 3.00 2553 26. 80 120 1 4 . 026 0. 016 1 . 083 58 . 33 56.77 0.98 3 4 222.32 6.00 26 28 . 80 120 1 9 .026 0. 016 3. 467 56.77 47.71 5.59 4 5 222.32 5.00 22 13. 60 120 1 4 .026 0.016 0.000 97 .71 47.39 0.32 5 6 222.32 4. 00 256 15. 50 120 1 2. 067 0. 913 0. 000 97 . 39 39.34 8 . 05 6 7 222.32 97.50 22 8 . 62 120 2 2. 157 0.336 0. 000 39.39 20.51 18. 83 7 8 157.20 10. 83 0 0.00 120 2 2. 157 0. 177 0.000 20.51 18. 65 1.87 B 9 69 . 19 10. 83 0 0.00 120 2 2. 157 0. 039 0. 000 18 . 65 18.26 0.39 20 21 -20.86 9. 67 0 0. 00 120 1 1. 099 0. 140 0. 000 13. 87 15.30 -1. 93 21 9 -41.59 1. 67 3 9 .20 120 1 1.049 0.504 0.000 15.30 18 .26 -2. 96 22 9 -22.55 8 .25 3 4 .20 120 1 1. 049 0. 162 0. 000 16.22 18.26 -2. 04 23 24 -20.34 9. 67 0 0. 00 120 1 1. 099 0. 134 0. 000 13. 19 14 .59 -1.35 29 B -40.55 1. 67 3 9 .20 120 1 1.049 0.480 0.000 14 .54 18. 65 -4 . 10 1.28 17.36 Building Located at 71Palmer Street Salem (Basement) PAGE 9 __��___�_��_��_��_��___��_��_�_��___�� FITTING Equivalent Lenqth per NFPA 13 1999, 6-4 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 9=Butterfly Va1ve, S=Gate Valve, 6=Swing Check Valve ------------------------------------------_______________________________________ FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (qpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn ��..__��_��_��_��_�� 25 60 -19. 32 9. 34 22 3.40 120 1 1.049 0. 122 0.000 11. 90 13.45 -1.55 26 B1 -16.25 10. 67 23 5. 90 120 1 1. 049 0.088 0. 000 8.42 9.88 -1. 96 27 81 -16. 95 3.42 3 4 .20 120 1 1. 049 0. 095 0. 000 9. 16 9.88 -0.73 81 80 -33.20 5.00 23 5. 90 120 1 1 .099 0. 332 0. 000 9.88 13. 95 -3.56 80 8 -52.51 0. 75 3 4 .20 120 1 1.099 0.776 0.000 13.45 18. 65 -5.20 1.28 17.36 28 29 -20.79 9. 67 0 0. 00 120 1 1. 049 0. 139 0. 000 13. 71 15.04 -1. 33 29 7 -41.29 1. 67 3 9 .20 120 1 1. 049 0. 997 0. 000 15.04 20.51 -5.47 2.56 17. 96 30 7 -23.84 10.00 22 3.40 120 1 1.099 0. 180 0.000 18. 12 20.51 -2.39 A MAX. VELOCITY OF 21.25 ft. /sec. OCCURS BETWEEN REF. PT. 5 AND 6 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. O.S.A. ' WATERSUPPLYIDEMAND GRAPH Building Located at 71Palmer Street Salem [BasementJ 150.00 � 1 d0.00 130.00 120.00 P 11d.00 R 1 d0.00 E 90.00 � 80.00 S 7D.00 � 60.00 * � 50.00 E 40.00 � 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 � Supply: 59.OD psi @ 1130.D0 gpm FLOW � GemanrJ: 55.10 psi �*� �72.,32 g�m � � ` d , .�' Sprinkter-CALC 7.21Nin ` " � H Y D R A 0 L I C C A L C U L A T I O N S C 0 V E R S H E E T Building Located at 71 Palmer Street Salem Fourth Floor W A T E R S U P P L Y STATIC PRESSURE (psi) BO RESIDUAL PRESSORE (psi) 75 RESIDUAL FLOW (gpm) 1000 B O O S T E R P U M P S NOMBER OE��BOOSTER POMPS 0 S P R Z N K L E R S MINIMOM FLOW PER SPRINKLER (gpm) 16 MINIMUM PRESSORE PER SPRZNKLER (psi) 16.07 THIS SYSTEM OPERATES AT A FLOW OF 66.57 gpm AT A PRESSURE OF 67. 97 psi AT THE BASE OF THE RISER (REE. PT. 3) PIPES USED EOR THIS SYSTEM � -------------------------- 001 SCHEDOLE 90 002 SCHEDULE 10 009 BLAZEMASTER CPVC Building Located at 71 Palmer Street Salem Fourth Floor PAGE 1 ��_��_��_�__��___��_��___�� SYSTEM ANALYSIS TO SHOW MAXIMOM FLOW WITH ZERO PRESSURE REMAINING ��__��_��_�_��_��_��„�� THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. ELOW ---- PRESSURE (psi) ---- £t gpm Total Velocity Normal 70 9 .20 50. 50 18 . 93 20.31 0. 00 20. 31 71 4 .20 50. 50 18. 55 20.59 1. 04 19. 50 72 4 .20 50. 50 19.38 21.28 0.00 21.28 73 4 .20 50.50 17. 99 22.51 4 . 16 18. 35 THE SPRINKLER SYSTEM FLOW IS 74 .85 gpm THE OOTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0. 00 gpm � THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 80. 00 psi RESIDUAL PRESSURE 75. 00 psi AT 1000. 00 gpm TOTAL SYSTEM FLOW 174 . 85 gpm AVAILABLE PRESSURE 79.80 psi AT 174 . 85 gpm OPERATING PRESSURE 79.80 psi AT 174 . 65 gpm PRESSURE REMAINING 0.00 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 3 EOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Building Located at 71 Palmer Street Salem Fourth Floor PAGE 2 ___�_��_��_��_��_��______�� HYDRAOLIC CALCULATIONS AT SPECIFIED FLOW ��_'___��_��_��__��_�_��_ THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSORE (psi) ---- ft gpm Total Velocity Normal 70 �- 4 .20 50. 50 16.84 16.07 0.00 16. 07 71 4 .20 50. 50 16.49 16.24 0. 62 15. 41 72 4 .20 50. 50 17.29 16. 85 0. 00 16. 85 73 9 .20 50. 50 16.00 17 . 80 3.29 19 .51 THE SPRINKLER SYSTEM FLOW IS 66.57 gpm THE OOTSIDE HOSE FLOW AT REEERENCE POINT N0. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE EOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE B0. 00 psi RESIDUAL PRESSURE 75.00 psi AT 1000. 00 gpm TOTAL SYSTEM FLOW 166.57 gpm AVAILABLE PRESSURE � 79.82 psi AT 166.57 gpm OPERATING PRESSORE 69. 19 psi AT 166.57 qpm PRESSURE REMAINING 10. 63 psi THE ABOVE RESULTS INCLUDE 5. 00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKELOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE B�ilding Located at 71 Palmer Street Salem Fourth Floor �- PAGE 3 ��__��..��_��__��_��_��_��_�_��.,� FITTING Equivalent Length per NFPA 13 1994, 6-9 . 3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=95 Elbow, 2=90 Elbow, 3='T' /Cross, 9=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve ------------ ---------------------------_________________________________ FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn �. ��______��_��__..��_��_� 1 2 66.57 75.00 235 19. 65 150 1 9 .250 0.001 0. 000 69. 19 69. 11 0.08 2 3 66.57 3.00 2553 26. 80 120 1 4 . 026 0.002 1. 083 69. 11 67. 97 0. 05 3 9 66.57 8. 00 26 36.02 120 2 9 .260 0. 001 3.967 67. 97 59. 45 5.06 9 90 �66. 57 4 .00 22 17 . 96 120 2 9 .260 0.001 0. 000 59. 45 59.42 0.03 90 91 66.57 39.50 25 11. 62 120 2 4 .260 0.001 0. 000 59. 92 59.36 0.05 91 92 66.57 90. 00 2 8. 98 120 2 9 .260 0. 001 17 .333 59.36 41. 96 0. 06 92 93 66.57 3.00 256 9.20 120 1 1.3B0 0.317 0. 000 41. 96 38 . 10 3.86 93 99 66.57 33.25 222 15. 90 120 9 1. 900 0.295 0. 000 38. 10 23. 60 14 .51 . 70 71 -16.89 2 . 17 0 0.00 120 9 1. 109 0. 072 0. 000 16. 07 16.29 -0. 16 �. 71 20 -33.33 3.42 0 0. 00 120 9 1. 109 0.255 0. 000 16.24 17. 11 -0.87 . 72 20 -17.29 3. 93 0 0.00 120 9 1. 109 0.075 0.000 16.85 17.11 -0.26 20 73 -50.57 1.25 0 0.00 120 9 1 . 109 0. 552 0. 000 17 . 11 17.80 -0. 69 73 99 -66.57 3.00 3 3. 31 120 9 1. 109 0. 918 0. 000 17.80 23. 60 -5.79 Building Located at 71 Palmer Street Salem Fourth Floor ��_��_��_�w��_��_��PAGE�� 4� FITTING Equivalent Length per NFPA 13 1999, 6-9 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 9=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve --------------_____________________________________________________________________ FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) �.gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn ��_��_��_��_��_��_�� A MAX. VELOCITY OF 22. 11 ft. /sec. OCCURS BETWEEN REE. PT. 73 AND 94 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. ' ' ' - WATER SUPPLYIDEMAND GRAPH � Building Located at 71 Palmer Skreet Salem Faurkh Floor 150.00 140.00_._ 130.00 120.00 P 110.00 R 100.00 E 90.d0 S 80.00 S 70.OD � 60.00 R 50.00 E 40.00 30.00 20.00 10.00 O.dd 0 500 1000 1500 2000 � 5upply: 75.00 psi @ 10�0.00 gpm FL�� D�mand: 69.19 psi +� 1 E6.57 gpm . . , a Sprinkl�r-CALC 7.2 Win � �. _ � ; �t- Po� � TO SUNDPIPE N FLOW SWfTCH "°0" � �srwi nnsF _ �� General Notc;s: w w 300 Ib. PRESSURE .�,,,,� „�„ This drawing is intended to show the generol arrangement and � c�ucE � /��" extent of work to be done. The locations given are approximate �� d=N / °"`„�,,,,� and are subject to modifir.ations as may be found necessary °'*'�,�,� r� ra� a�w O ,� �� t o m e e t a n y s t r u c t u r a l o r j o b c o n d i t i o n s. T h e f i r e p r o t e c t i o n c o n t r a c t o r i s t o v i s i t � w�w ° � the job site to verify all dimensions and job /1.'��`.. '"'�m�,„,��" Y � � 4� � �"_°F" canditions. � �� z Q � Q � � All pipe dimensians shown on this drawing are approximate and the —�� —,m� �� O O g � �oZ �W�LL, �� fire protection controctor is to verify all dimensions. _�,,,� _�� o w�Q C w[r �u2u vuve All work to be comply with the Massachusetts State Building Code „o,�, "'°�'m Z ��Z u2 of� �� Eighth Edition and the latest NFPA #13 Stondards. w� �„� '�`� O Y o-�a �Ic " AMES BACKFLOW PREVENTER sw*awss ,�, o w�� All pipe 2�/z and larger te be schedule #10. All pipe smaller than 2�/z °"• � Z � �- 2-��Y �� —�" OS&Y W/ TAMPER SWITCH �,�� to be schedule �40 in bosement/floors abave to be either schedule #40 or CPVC �� *^^TM��* > � � o � Q 3 � Z z-�/Y Eu � '°°"°°°" All hangers and attachments to be as per the latest NFPA �13 standards. � CPVC HANGER � w � > � � Z`g`z � �-±�r � � Sprinkler head temperatures to be as specified or verify with job conditions. � � � i wwcm cooE /za w > o '�' w � � �o 4� 10 F7RE DEPf CONIF— w%i i%� ��n�sns ra t� ra:i/t w iu t� �' W � o � w Z W Recessed sprinkler heads in all suspended ceilings to be centered in tile. ,,,,,,,,,� „� ,,,�, Zg � Y g Q,,, J DRAIN � �� Sprinkler sub-contractor shall be responsible for field coordination of all sprinkler ' ' 1 Ni� o � a ¢ — 3� Q mwxc,r rr iamnc iu�c mmc u�uo aa. w �i— head locations with mechanical and electrical trades. To�Co CPVc oouBtE FASTENER STRw t � � a o'� z syo � Sprinkler sub-contractor shall prepare shop drawings for review and approval of NIL o Y � � � � Architect. Shop drawings shall show the location of all sprinkler heads,mechanical SELF THREADING SCREW 2 z cn � ?W� 4' CHECK VALVE 4' UNDERGROUND ducts,diffusers and electrical light fixtures. ' �'-�"-= � ` �"-�'� ' ` '-` ' ' � � � � W �'� a 1/Y BALL ORIP _ uo.roscue NIL 0 � Q N W �N i i � � � �� W / COMBINATION SPRINKLER/STANDPIPE RISER � � �a d WITH FLOOR CONTROL VALVE ASSEMBLY O rn w o � U (jj > w a cn w VI J z o S a z� � ¢ �ov�i i � 0 N II N Q S S � �++ Z � m3 � V v=i w W a O � � il7 = J � O � in �77 �- r- � � o w p o 2 FLOOR CONTF�OL CALCULATION DESIGN CRITERIA; Q o � N � N � � VALVE ASSEMBLY W � W W/TEST & DR;AIN TYPE ❑F SYSTEM; WET � � �n � � ; STANDARD; NFPA 13, 2013 EDITION � � a w � $ Z��TEST DRAIN RISER � ❑CCUPANCY CLASS. ❑RDINARY HAZARD � � w Z o 4 I Y ¢ � W O MAX. COVERAGE per HEAn: 130 SQ.FT, � o N � Q a 4�� CHECK VALVE DEr,s�-rY; ,�s GPM/FT, F�R 900 SQ,FT. N w a ¢ w w x ~ Z Z � W/BALL ��R�P _ __ ' -- - ❑RIFICE� 1/2 AS L,ISTED42 N a o � � ; SPRINKLER TYPF � � � o � 3O° PATTE:RN I I HosE ALLOWANCE; �50 '� � ,� � � OJJC7 Q 4�� STORZ F DC � � _ O 06 I � �26� TOTAL WATER REQUIRED� 472,34GPM �;, � AVAILABLE PRESSURE� 78JSPSI � �� „ , OPERATING PRESSURE� 59.11PSI/472.34GPM 4 RISER CHE�CK / (2� � (22� PRESSURE REMAINING� 19.64PSI (30) 2�� MAIN DRAIN —� C � J ,� �2� WATER FL❑W INF❑RMAT:ON �, STATIC� 80 PSI �o ELECTRIC ALAIRM --� � 90 � I ' '� REstDua�: �s Psi ��o� ¥ BELL � F�ow: �000 GPM a��°° �� 04 8� 4" DCV B'FP ' �=z'� 8� �5zm � �om^ ' � 01 �� Y Y Y 0 Y p� � 09 �� 91 �29� �24� I �21� 4 FIRE SERVICE MAIN O COORDINATE WITH � SITE CONTRACTOR � , ! � 4"SPR f I� — � Z � j �P �-� � O Q m � „ ��' 2„TEST ' 0 � � z o � 1 INSPECTORS TE`ST � �,, ��., � ,, ��_ �i W � � W � � � , DRAIN , J w Y ,� DR�11N � C` UP ,. _ —� � J (n � o < ; �2�I (2� �_'�—_ � (20) Q � �- W � �. ---� , , _ ' cn I � , �--� W � > � W � � o � � w Y i � � ; � � � � � W a � - - � � z � � � z Q � ,� o M 2"TEST DRAIN 0 � � � � � w � � � � U� � � Basement Level � prinkler Plan � � � a SCALE: 1 /8"=1'-0" m —_f � I � � L{ I NORTH � ��,T�)11 GF !t'.;�'�Q�. ��,�� DESIGtvER TRACY BJORKLUND 2 JAA^.�SN. ._�� n�t+ucn `, 1�4" =1 ' � FIPEFROTEGTION�-', SCALE � N0.395-�2 I�f_• CHECK BY JAMES N. MCHUGH ' F'c Q/`',�' `"-��!� Sn�(��'C;�r FILE NUMBER 16-140 /b L:(�L% L�� ' " !-` APPROVAL SALEM FD C DATE 6/23/16 DRAWING No. SP- 1 -,,.. I�i 4" STANDPIPE/SPRINKLER RISER �" FHV, 1Y2" REDUCER WITH CAP AND CHAIN 2"TEST DRAIN RISER 1 - 1 /4" FLOOR CONTROL VALVE ASSEMBLY W/TEST & DRAIN w W � �'� � zwcn a =� a3 w ��Q N ,_- _-- ____' ,-.. ._ - , . -.- ' ._- ___'—, .—__ _ , .- . . , . _____ -, -____.. , _... _ -_ WL.Jw J�w _ .. . . _ . ___ ' - _ I - . ._.---..... _ . L . . ,-.. - . - ' _'_.. � .._._ __ Z ZQ � .. . __ __ . . . .� �__-_ . __-.___ � . ° UP a �~ I � g � � � ~ � � , .,I i i � z � aoa z w� O Y a � � e Q z o Z �- ,r,hv�i ' :, � i .:.�, ,I ... � � � O o Q3~z o � Q . . i QHW (n � �' ZW z w > � U �-/ - _ _ T � _. . � � W � � O �w H� F Z W _ ! i � � � �3�a � Q -�- _ , •� ' -� � � o �z A � . 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Z vUi � n- J a . . . . _. . . . . �' - . _. .-. _ . .. ___ -. . _-_. . - . . _ . � . -_ . . .__- _. ._-. . ._. 0 . . __ . . . . . _-_. . _ _ . _- . , N w ¢ a w w QR UPRIGHT SPRINKLER W/GUARD " ~ ~ ~ ZZ � _ Second Floor Sprinkler Plan = ww � UNDER ST�AIR LANDING ' � ° � � � 3 � � � � � 4" STANDPIPE/SPRINKLER RISER SCALE: 1/8��=��-o'� a J J � m O�� U �" FHV, 1Y2" REDUCER WITH CAP AND CHAIN � �� ° � _ 2"TEST DRAIN RISER 1 - 1 /4" FLOOR CONTROL VALVE ASSEMBLY W/TEST & DRAIN _____ _ ___ _ -� _ _ _ - -, ;� w ON�n � � �p J N � m �>�O I � I d' �1� I OOZ� �- — �- � �_ . ___— � � . W�Z� yYml� m U � __ - ' ' - ._ . . .. . — - _ ____ . _ �� 0 � � � U P II �� i ` �i I ' i i ' ; _',,; _ � I II , � F-- z ' Q - ' I , � m U' �, � — Q � - , r� , I i � Q ~ � m �ti I � � o � � _ _ _ _ c z � 1-1 4" � 1-1 4° 1-1/4° 1-1 4" 1'1 " � w � > � � � _ a0 _ � - - - - -- ___ .. _ --.. _ . .._ x �` ' ',I� � _ � l Q � W � � ' _ � � � � � � � w �, I O r � � � ____ _--! w � - � J O I ' I , � ��- � � 1-1/4" � I L 1-1 4" 1-1 4" � J � � o o � ^ ^ ��.o 0 0; �� .. �._ � :� I � � W Q L� - - - --- � O �j) O I � �r � � � a w z � � � � � , - oO � — o � C �-- � _ z a � � > � ' 0 — � � � � � � � � , _ 'I � ,� cn U� � � U) � II I ^ ' � � ,, � Q °' Z i j I m � � i , ` __ - -- - i � � I _ --�— �__ __ __ __ _ � � -- - . -- -- ' - � - _��_ ,, N 0 R T H N ,�,�.. 0 QR UPRIGHT SPRINKLER W/GUARD �`, �-F-:':�. UNDER STAIR LANDING a�� '�s_��t. DESIGNER TRACY BJORKLUND �= J,::SS N '��. SCALE �/4�� _� , McHUGH � 2 FIftEPttOTecTiroN '�i�.. cHECK ev JAMES N. MCHUGH � N0.38572 ''�' First Floor Sprinkler Plan �F9`C1STE�� ` h FILENUMBER 16-140 A 4; a ��/�Vy�,p �SS�O �EN�` APPROVAL SALEM FD SCALE: 1/S"=1'-0" C�/ DATE 6/23/16 I DRAWING N0. SP-2 I I i ( ,� 4" STANDPIPE/SPRINKLER RISER W/GAUGE AT THE TOP � �" FHV, lY" REDUCER WITH CAP AND CHAIN CALCULATI❑N DESIGN CRITERIA� „ 2��TEST DRAIN RISER 1 - 1 /4 FLOOR CONTROL VALVE ASSEMBLY W/TEST & DRAIN AD 24" x24" TYPE OF SYSTEM: WET STANDARD: NFPA 13, 2013 EDITION DRY SYSTEM �`'w �� INSPECTORS TEST ACCESS � Zw�, OCCUPANCY CLASS: LIGHT HAZARD � � _ _ _ _ --- -- - a3 -- - - , — MAX. C�VERAGE per HEAn� 16 x 16 _ � � Q N .- --_ .. _'. . _ . ._- JLJw DENSITY� 16GALS GPM/FT. FOR � � Z Q �� 4 HEADS � 'I ❑RIFICE: 1/2 K, 4.2 � UP � 1' � � � � � �- � � SPRINKLER TYPF AS LISTED a - - -- ' I z g �o Q � HOSE ALL�WANCE� 100 � TOTAL WATER REQUIRE➢; 166,57GPM _ � � a II O Z o Z � �?v�i AVAILABLE PRESSURE; � , z > z � 79.82PSI O � w cn � � - Z � O � p o Q3�� O� � o 6919PSI/166.57GPM ' w W � W � _ ❑PERATING PRESSURE� > o � o PRESSURE REMAINING� 10,63PSI ! O i � � � � �U Q � W w a ��v~i WATER FL❑W INF❑RMATI❑N , _� C%j�.; _ i Y � � o� z STATIG 80 PSI � = 94 RESIDUAL� 75 PSI ^ 1-1 4" ,,, . . , � 1-1 4 � a Q � w ;w � ° � " 1-1/4" t-1/4" 1-1 � N � Noa FLOW� 1000 GPM _-- ---__ ._ ._.._ . � � -- - - - . _ _ _ F � cn � � ��a ``a - � �� I � � � � r � � 7� . . \� �, I - � � � - -- . --�--- . __ —� I O rn w>�w � c � Q (N/1 �1 J �I � �C � � �/4� 4 �-� 4� 1',/4p � �� Z � � aZ� � I I \� o.' = I _ � Q �O(n L_ �� —� - O O - � �� o O � < --- � 0 �� Z ? m 3 3 v = , \7�� il w �, . . .. . . . � W a � � � � _ J W � � � � � r � I__ � � � � j o I ' . W � N N N N � � J 4 � p l I � o ~ c � � W � n I = o V1 J � o J Z o � I W o 3 � � 4 . . ' � . .__ - . _ ... ....___.. -� �a w Z > : . � . . .__.. _ - _-___ . — _ . . . _ -- ._._ .. . . . . ____ _- __. . . Z t�ii � � J d �—_-__ . � � . . . . _. . .. . . .._ ..-_—_ _- .._. . ._, � 4" P.I.V. � w Q a w w i = Z Z � U w w N Z 4" UP TO ROOFTOP HOSE CONNECTION � � W w � 3 Fourth Floor Sprinkler Plan , Q � � � m �:� � SCALE: 1/S"=1'-0" m � ♦ p � � _ 4" STANDPIPE/SPRINKLER RISER 2Y2" FHV, lY2' REDUCER WITH CAP AND CHAIN ' 2"TEST DRAIN RISER w 1 - 1 /4" FLOOR CONTROL VALVE ASSEMBLY W/TEST & DRAIN �o�N � I ��o°° PHASE 2 � �^ �� z� , �sZm w m � _ �� — --- ,�— �, _ _ _ ---- —� w�m� --- - -- ��a� � � � � -I � � UP ' ji _ � � ' 1 0 '� o _ '� o � ' � ; �� -� Q z o � ; Q � I �� - � � � � � . ` �,, I _ _ � Q � p � � Z Z � � _ , ; - _ �—i/a� _ _ �—i/a' i—�/a^ t—�/a° i—i a° F— W � � Y � _ Q Q x _ , - � _ � LLI � � � - � � cn � _ � � w � _ � I w > - ( l �_ _i i � _ _ - - — � � � � o I � ', � , � 1-1/4° QQ- 1-1 4" 1-1/4" � , I� � � � � = I L � � ' W Q -- - - -- I—� -� �J g z � � I = I �J�' O O -� I I� � ,� r- Z � � � � M_ u � � � w � i ,I ! — !, � � � � � � ' i! � � � � — � Q � w Z ; � a , i m = a � � _ I ��.-, __ �� ; ' I� I' ' . � _.. . . i .:'.. - .. . . :_ ----__.. _ __-___--- - --._ . ,•Q4 _ _ _ - _ _ _ - --- ___ ___ . ��-...�_,. N 0 RTH � .. . ... . . _ . --___ __ �_ . . . _ . . . . . _ .. /�\ LF1 .\ _ _ QR UPRIGHT SPRINKLER W/GUARD �� "��H . oEs��NER TRACY BJORKLUND UNDER STAIR LANDING � F,;�EF2o��T�oN�.�. T h i rd F I o o r S p ri n k I e r P I a n � �� 5��72 SCALE ,,4�� -, � � A��,'�<"csi`:��.,��; � CHECK Bv JAMES N. MCHUGH SCALE: 1/8"=1'-0" C�� SS r;�� - FILE NUMBER 16-140 APPROVAL SALEM FD DATE 6/23/16 DRAWING No. SP-3 � e