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203 ESSEX ST - BUILDING INSPECTION (5) S, 7 Slv. The Commonwealth of Massachusetts Department of Public Safety\Y Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number: Date Applied: Building Official: s SECTION 1:LOCATION(Please indicate Bloch#and Lot# for locations for which a street address is not available) .10 3o3 x SkYVQ+ SX1U , 6I9-)0 No.and Street City/Town Zip Code Name of Building(if applicable) 1 ^ SECTION 2:PROPOSED WORK I (� Edition of MA State Code used New Construction check here moor check all that apply in the two rows below ` Existing Building X Repair(] Alteration 2 1 Addition 0 Demolition El(Please fill out and submit Appendix 1) Change of Use 0 Change of Occupancy 0 IOther ElSpecify: Are building plans and/or construction documents being supplied as part of this permit application? Yes No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No Brief Description of Proposed Work: %e 1 v I'O V r SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) fE Existing Use Group(s): Proposed Use Group(s): L SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) 4 .71+q 0 Z5 -74q O Total Area(sq.ft.)and Total Height(ft.) X7 I a sod- 33,706. GOB+ SECTION 5:USE GROUP(Check as applicable) A: Assembly A-ID A-20 Nightclub A-3 91 A-a0 A-50 B: Business 0 E: Educational (] F: Factory F-I i9 F2 ;� H: High Hazard H-1 t- H-2 It H-3 H-0 H-5 :; I: Institutional I-1 T] I-2® I-3 0 I-4 El I M: Mercantile 0 R: Residential R-1 R-2 0 R3 0 R4 0 S: Storage S•1 0 S-2 0 U: Utility 0 Special Use band please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA 0 IB 0 IIA 0 IIB 0 IIIA ik IIIB 0 IV 0 VA 0 VB 0 SECTION 7:SITE INFORMATION(refer to 780 CMR I11.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public KI Check if outside Flood Zone Indicate municipal A trench will not be Licensed Disposal Site H T M0h Private 0 or indentify Zone: or on site system re rmit i for trench or specify: kq ik permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 09 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No M Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: 10tz-7 Pam' 5 � ptrnmt r p,c lc 0 P 5L� 1'x�ut�5 SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Name(Print) No.and Street City/Town 3 Zip Property Owner Contact Information: Mraruta ertll McJhlosu' b�- 311- 0 1 bll_3 t) 1 r� errv✓1Z3 Gem�1 . Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes -pIsc4,2ts je War,by -n.411L M�rbto-lwod � DiAgC_ Name Street Addiess City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building 't application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) budding is less than 35AM cu.ft of enclosed space and or not under Construction Control then check here❑and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control L)i qkr-*eL4 A ho lerlS�1`� 1�' 137c� w � wso�ee ects t B dD I� Name(Registrant) S S} Telephone o. e-mail address 01910 egistration Number �1�}.f c Street Ad City/Town State Zip Discipline Expiration Date 10..1�2 General Contractor Company Name rim BThn_c- Name of Person Responsible for Construction License No. and Type if Applicable Iq R2,774 'RO(;J t?SD—VQ—ruj M A miq �SttreetpAd�drss n�O City/Torn State Zip h L-AV- 1i 1LD.- - ��(o hY-in n(poC.lgus e 150-w� (.,Ct, +N Telephone No.(business) Telephone No. cell e-mail address SECTION 11:WORKERS!COMPENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Department 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 signed Affidavit submitted with this application? Yes❑ No O SECTION 12.CONSTRUCTION COSTS AND PERMIT FEE Item Estimated CoNn and MatTotal Construction Cost(from Item 6)=$ �.J0 1.Building $ C Building Permit Fee=Total Construction Cost x (Insert here 2 Electrical $ �00 O appropriate municipal factor) 3.Plumbing $ {�4.Mechanical (HVAC) $ � d O Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to 0 t'I'G iST a wm 6.Total Cost $ 3 25O cif,0 0 (contact municipality)and write check ilumber here 1013 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 application is true and accurate to the best of my knowledge and understanding. Please print and sign name Title Telephone No. Date Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval• Name Date HOTEL SALEM 1013 133 OLD FERRY RD 53-447/113 NEWBURYPORT,MA 01950 474 /G/I��/� CHECK EBNpIf �. DATE �....o_,.:.... PAY C TO THE t ORDER OF I' D O L L A R S e T3 CKLANDTRUST FOR C' � l��Ra11 T n'00101311' 1:0 1 1 3044 78I: 24740037 i8um 1 t Hotel Salem Salem, Massachusetts Code Report ' 1 4 MO . i September 26, 2016 Prepared By: Don E. Contois, P.E. R M 4 Table of Contents Introduction.............................................................................................. 1 International Existing Building Code......................................................... 1 1. Work Area and Classification of Work:....................................... 1 2. Occupancy Classification:..........................................................2 3. Construction Type: ....................................................................2 4. Height and Area Limitations:......................................................2 5. Fire Resistance Ratings:............................................................3 6. Exterior Wall Rating:..................................................................4 7. Vertical Openings: .....................................................................4 8. Interior Finishes:........................................................................4 9. Means of Egress:.......................................................................5 10. Required Fire Protection Systems.............................................6 11. Energy Code Provisions for Existing Buildings ..........................6 12. Structural Provisions for Existing Buildings................................6 Massachusetts Architectural Access Board Regulations..........................6 Americans with Disabilities Act Guidelines...............................................7 Appendix A: Egress Plans........................................................................9 ,C Hotel Salem September 26, 2016 Page 1 Introduction The existing building, located at 209 Essex Street in Salem, MA currently contains offices. The proposed work involves the complete renovation of the interior of the building to create a new hotel and amenity spaces. Therefore, there will be a change in use as part of this renovation. This code summary is based on architectural drawings received September 15, 2016. Following is a list of applicable codes: Code Type Applicable Code Model Code Basis 780 CMR: Massachusetts State Building Code, 81h Edition' Building (2009 International Building Code) 2009 International Existing Building Code Fire 527 CMR: Massachusetts Fire Prevention Regulations Prevention (2012 NFPA 1) M.G.L. Chapter 148 Section 26G—Sprinkler Protection Accessibility 521 CMR: Massachusetts Architectural Access Board Regulations Electrical 527 CMR 12.00: Massachusetts Electrical Code 2014 National Electrical Code Elevators 524 CMR: Massachusetts Elevator Code 2004 ASME A17.1 Mechanical 2009 International Mechanical Code IMC Plumbing 248 CMR: Massachusetts Plumbing Code Energy 2012 International Energy Conservation Codez Conservation 1 The 9'h edition of 780 CMR based on the 2015 International Codes is expected to go into effect in 2017. 2 The 2015 IECC is expected to be mandatory in January 2017. International Existing Building Code The 2009 International Existing Building Code with Massachusetts amendments allows for 3 separate compliance methods, the Prescriptive Method (in general, altered areas must comply with the code for new construction), Work Area Method (level of compliance is based on the classification of work), and Performance Compliance Method (numerical method that allows tradeoffs for deficiencies). This report is based on the Work Area Method. The method used should be reviewed with the structural engineer to confirm they will use the same method. 1. Work Area and Classification of Work: The proposed work includes a change in use and alterations to the existing building. Therefore, the renovations in the existing building will be classified as Level 3 alterations, which includes the reconfiguration of spaces, the addition or elimination of doors and windows, the reconfiguration or extension of systems, and/or the installation of additional equipment in more than 50% of the aggregate area of the building. Therefore, the work must comply with IEBC Chapters 6, 7, 8, and 9. Hotel Salem September 26, 2016 Page 2 2. Occupancy Classification: • Use Group A-2 (Restaurant) • Use Group A-3 (Function Room) • Use Group R-1 (Hotel Rooms) 3. Construction Type: It is our understanding that the existing building is solid load bearing brick, wood exterior walls with wood framed interior structure. Therefore, the existing construction type most resembles Type III construction. 4. Height and Area Limitations: Since there is a change in use to a higher height and area hazard category, the building is required to comply with the height and area limitations for the construction type of the building (IEBC 912.5.1). Code Reference Type IIIA-A-2/A-3 Height Area 780 CMR Table 503: 3 St. (65 ft) 14,000 ft2 Tabular Value 780 CMR Section 504.2: Sprinkler Height Increase 1 St. (20 ft) - 780 CMR Section 506.3: Sprinkler Area Increase 28,000 ft2 Total Height and Area Allowed 4 St. (85 ft) 42,000 ft2 Actual Height and Area 4 St. (-60 ft) 7,500 ft2 Total Aggregate Area Allowed 126,000 ft2 Actual Aggregate Area -37,500 ft2 As shown above, the building complies with the height and area limitations for the new uses. Note that the roof deck level qualifies as a story above grade since there is enclosed space. The building is 4 stories in height based on our understanding that the Derby Plaza Level does not qualify as a "Story Above Grade"in accordance with the following definition (780 CMR 202): STORY ABOVE GRADE PLANE.Any story having its fin- ished floor surface entirely above grade plane,or in which the finished surface of the floor next above is: 1. More than 6 feet (1829 mm)above grade plane: or 2. More than 12 feet(3658 nim)above the finished ground level at any point. Hotel September 26, 2016 2016 Page 3 In addition, the 1"Floor Loft level will be designed as a mezzanine. Therefore, the area of each hotel space on the loft level will be less than 113 of the area of the open space of the individual hotel room below(780 CMR 505.2). 5. Fire Resistance Ratings: The following table summarizes the required fire resistance ratings for the building elements of Type IIIA construction, based on 780 CMR Table 601 and other applicable code provisions: Fire Opening Building Element Resistance Protectives Rating (Hrs) (Hrs) Primary Structural FrameA 1B Exterior Bearing Walls including columns along 2 the exterior wall Interior Bearing Walls 1B Floor Construction 16 Roof Construction 1 - Mechanical Shafts <4 stories(780 CMR 708.2) 1 1 Mechanical & Elevator Shafts > 3 stories (780 2 1'/: CMR 708.2) Elevator Machine Room 2 1'% Stair Enclosures<4 stories(IEBC 912.4.1 &780 1C 1 CMR 1022.1) Stair Enclosures>3 stories(IEBC 912.4.1 &780 2 1'% CMR 1022.1) Sleeping Unit Separation (780 CMR 420.2) 1 % Hotel Corridors (780 CMR Table 1018.1) '% 1/3 New Trash Rooms > 100 ft2 in Area Smoke (780 CMR Table 508.2.5) Partitions 0 New Laundry Rooms > 100 ft2 in Area Smoke (780 CMR Table 508.2.5) Partitions 0 Emergency Electrical Room p (527 CMR 12.00 700-9(D)(1)) 2 1/z With Sprinklers 0 Electrical Rooms Without Sprinklers (NFPA 13) 2 k Includes beams, trusses, floor members, etc. having a direct connection to the columns (780 CMR 202). B. Not less than the rating of the assembly supported. c. The egress stair serving the Derby Level does not need to be enclosed since it only connects 2 stories per 780 CMR 1016.1 Exc. 3. Hotel Salem September 26, 2016 Page 4 D No rating is required for the room when fully sprinklered, however, a 2-hr rating is still required for the emergency feeder-circuit wiring. New fire walls, fire barriers, fire partitions, smoke barriers, and smoke partitions, or any other wall required to have protected openings or penetrations must be identified with signs or stenciling within concealed spaces (i.e. floor-ceiling, attic spaces) at 30 ft intervals (780 CMR 703.6). 6. Exterior Wall Rating: Since the change in use is not to a higher hazard category, the existing exterior walls are deemed to to comply with the exterior wall rating and allowable opening requirements (IEBC 912.6.2). 7. Vertical Openings: Due to the change in use and scope of the renovations, all vertical openings are required to comply with the code for new construction (IEBC 912.4.1 & 912.7.3). The rear exit stair appears to be enclosed as required. In addition, the front exit stair will be enclosed on all floors including the 1st Floor. The stair enclosure on the upper floors will be such that all occupants are able to access the rear exit stair without passing through the front exit stair. Note that the stair can discharge on the 1st Floor per 780 CMR 1027.1 Exc. 1 as long as the I' Floor is 2 hour fire resistance rated and the front exit stair serving the Derby Plaza Level is separated by 2 hour fire resistance rated construction on at least 1 floor. 8. Interior Finishes: The interior finish throughout the building must comply with the code requirements for new construction (IEBC 912.3). The requirements are summarized below: Walls & Ceilings IBC Table 803.9 Use Group: A-2/A-3 R-1 Exit Stair Class B Class B Exit Access Corridors Class B Class C Rooms&Enclosed Spaces Class C Class C New Floor Finishes Since the buildings will be equipped with an automatic sprinkler system, traditional floor coverings such as wood, vinyl, carpeting, and other resilient floor coverings as well as carpeting passing the DOC FF-1 pill test are allowed throughout the buildings, including all exits, exit passageways and exit access corridors (IBC Section 804.4.1). Hotel Salem September 26, 2016 Page 5 9. Means of Egress: The means of egress including the number of exits and egress capacity must be sufficient for the number of occupants on all floors (780 CMR 102.6.4). As shown in the following table and detailed calculations at the end of this report, the building is compliant with these egress requirements. Means of Egress Floor Occupant Load e Number of Exits Exit Capacity R wired Provided (persons) 6 239 2 3 667 1 & 1 L 128 2 3 907 2 35 2 2 440 3 35 2 2 440 Roof 185 2 1 2 440 General Egress Requirements The means of egress throughout the building is required to comply with the code for new construction, including the following major requirements (IEBC 912.4.1): • Exit stairs must be at least 44" in width except that existing stairs can remain in use if approved by the building official (780 CMR 1009.1 & IEBC 912.4.1 Exc. 3). • Maximum exit access travel distance must be less than 250 feet (780 CMR Table 1016.1). • Maximum Dead End Corridor Length must be < 20 feet or 2.5 times the least width of space (780 CMR 1018.4 Exception 2). • All rooms or spaces with an occupant load greater than 50 people must be provided with two egress doors swinging in the direction of egress and illuminated exit signs at each exit (780 CMR Sections 1015.1, 1008.1.2, & 1011.1). • Boiler rooms require two means of egress if the room is greater than 500 sqft. and includes individual fuel-fired equipment greater than 400,000 Btuh input capacity (780 CMR 1015.3). • Egress doors must swing in the direction of egress travel and be provided with panic hardware where serving an assembly occupant load of 50 or more people (780 CMR 1008.1.2). n Hotel Salem September 26, 2016 Page 6 • Remote means of egress must be separated by '/3 of the diagonal dimension of the room or space they serve (780 CMR 1015.2.1). The distance between exits may be measured along 1-hour fire resistance rated corridors complying with 780 CMR 1018 but must otherwise be measured in a straight line between exit doors. • All exits must discharge to the exterior of the building except that a maximum of 50% of the number and capacity of the exit enclosures are allowed to exit through areas on the level of discharge if the egress path fully conforms with the requirements of 780 CMR 1027.1. • All means of egress lighting and exit signs throughout the building must be provided with an emergency power supply to assure continued illumination for not less than 1.5 hours in case of primary power loss (780 CMR 1006.1 & 1011.1). 10. Required Fire Protection Systems The following fire protection systems are required throughout the building: • Automatic sprinkler system (IEBC 912.2.1 & 780 CMR Table 903.2) • Fire alarm system (IEBC 912.2.2 &780 CMR 907.2.8) • Single and multiple station smoke detectors in the sleeping rooms (780 CMR 907.2.11.1) • Standpipes (780 CMR 905.3.1) • Fire extinguishers (527 CMR 1.00 Section 13.6 & 780 CMR 906.1) • Carbon monoxide detection throughout (780 CMR 916.1 & 527 CMR 1.00 Section 13.7.6) 11. Energy Code Provisions for Existing Buildings The building is subject to the 2012 International Energy Conservation Code (IECC) including the amendments contained in 780 CMR Chapter 13 unless it is a registered historic building. 12. Structural Provisions for Existing Buildings The change in use and structural alterations to the building must be evaluated by a registered structural engineer to determine compliance with the IEBC. Massachusetts Architectural Access Board Reaulations Alterations to the building must comply with the requirements of the Massachusetts Architectural Access Board Regulations (521 CMR). For existing building alterations the requirements of 521 CMR are based on the cost of the proposed work: A. If the cost of the proposed work is less than $100,000, only the new work must comply. Hotel Salem September 26, 2016 Page 7 B. If the cost of the proposed work is greater than$100,000 then all new work must comply and the existing building must include an accessible public entrance, toilet room, telephone and drinking fountain (if public phones and drinking fountains are provided) (521 CMR Section 3.3.1(b)). Exempt work when calculating the cost of work includes roof repair or replacement, window repair or replacement, and repointing and masonry repair work. C. If the cost of the proposed work is greater than 30% of the full and fair cash value of the existing building, the entire building is required to fully comply with 521 CMR (521 CMR Section 3.3.2). There is no exempt work, i.e. the entire project costs apply to determining the 30% criteria. The cost of all work performed on a building in any 36 month period must be added together in determining the applicability of 521 CMR (521 CMR Section 3.5). The full and fair cash value of the existing building is determined by using the 100% equalized assessed value of the building on record with the city assessor's office. Since the renovation will trigger the 30%threshold, all portions of the building open to the general public must comply in full with the current requirements of 521 CMR. Full compliance with the provisions of 521 CMR include the following building features: • All public entrances must be accessible (521 CMR 25.1) • Accessible routes throughout the building (521 CMR 20.1) • Vertical access to all floor levels including the exit stairs (521 CMR 27.1 &28.1) • Accessible toilet rooms (521 CMR 30) • Accessible drinking fountains,where drinking fountains are provided (521 CMR 36.1) • A total of 5% of the sleeping units must be accessible (521 CMR Section 8.4). The accessible units must be proportionally distributed across the total number of units according to number of bedrooms, size, quality, prices and location. • In addition to the accessible sleeping units, 2 of the sleeping units must be provided with accommodations for persons who are deaf or hard of hearing (521 CMR Section 8.4.5). Note that any employee-only areas such as staff lounges, staff bathrooms, and staff work areas are not required to comply with 521 CMR, as long as public access is not permitted. Americans with Disabilities Act Guidelines The ADA Guidelines are not enforced by the Commonwealth of Massachusetts, they can only be enforced through a civil lawsuit or complaint filed with the U.S. Department of Justice. Compliance with the ADA Guidelines is triggered by Hotel Salem September 26, 2016 Page 8 renovations to the existing building. All renovations to the building must be made to ensure that, to the maximum extent feasible, the altered portions of the facility are readily accessible to and usable by individuals with disabilities (28 CFR Part 36 Section 36.402(a)). Alterations made to provide an accessible path of travel to altered areas and accessible facilities (i.e. provide accessible toilet facilities) are not required if the cost exceeds 20% of the total cost of the alteration (28 CFR Part 36 Section 36.403(f)). However, if the cost to meet these accessibility requirements does exceed 20%, alterations are still required to the maximum extent that the area can be made accessible without exceeding the 20% criteria (28 CFR Part 36 Section 36.403(g)). The ADA also contains less stringent dimensional requirements for some building elements in an existing building where it is infeasible to meet the requirements for new construction (ADA Section 4.1.6). K:Q0161160315-00\4_Files\Reports\CODE\Hotel Salem Cade Report dou Hotel Salem September 26, 2016 Page 9 Appendix A: Egress Plans 44"Stair/ 0.2 =220 44"maxi =zzu woo 34"Door/ =22 0.15 1 34"Door/ city 2227 III�III III Ent Capacity=220 Fxdt Capacity=220 �® > Kitchen n s".n "` 1 E e xerce 5 OCC { ) r�T LLA�° armmurll o z. °' ix { ■ . ® Assembly r gI * 3411 SF' ``c$' It li y ✓ 227 OCC '� -i-0+z ,/k¢a t iv ,F 141 wmse..eU '-' ' a 4 n COPANCY� 10R EVENT , Ex . storage/ Mechanical 1862 SF X u 3005E/OCC McROaW t Load Level0 Exit Capacity Leval (780 CMR 1005.1) Floor Area Per Occupant Stair Stair Exit Allowance Stair Capacity Doar Door Exit Allowance Door Capacity Exit Capacity Occupant Load Densh (SF/OCC) Occupant Load Exit Width (in l person) (persona) Width (in/person) (persona) (persons) 0 15 Net S.F./Dec. Assembly Wt 15 22Z4 Entry 141" 0.2 720 34" OAS 227 227 200 4.5 Front Stair 44" 0.2 220 34" 0.15 227 220 100 Gross S.F./Occ. Office Areas 300 6.2 Rear Stair 44" 0.2 220 34" 0.15 227 220 238.1 667 O 200 Gross S.F./Occ. Hotel Rooms 300 Gross S.F./Dec. Storage/Me, Exit Capacity=227 ., n©x C2 a — NOIEIAdNI �I • Q -, IgIFIPCW NH TM HniEM31 NOrEC CCM Orui �G O Dome SF ales 200 S /O 3 CC Hotel •,^r a ooms 79SF _ 200SF/0 w. 17 OCC vuxcmx oox Offi xsrELAaox rEE r 871 mbl ® — — a SF/ e.8 SF �� l ° b 66 ". 15. f/l0 x HOIB.RLd .awn U r O Ea.xE �y Mephanisal 148 SF 300 SF/OCC C _oad Level 1 Exit Capacity Level 1(780 CMR 1005.1) Floor Area Per Occupant Suit Stair Exit Allowance Stair Capaciry Door Door Exit Allowance Door Capacity Ezit CapacityOccupant Load Densil (SF I OCC) Occupant Load Exit Width (In l person) (parsons) Witlth (in/person) (persons) (persons) O 15 Net S.F./Occ. Assembly wit 15 98.1 Entry 68" 0.15 453 453 200 17.4 Front Stair 34" 0.15 227 227 El 10D Gross S.F./Occ. Office Areas 00 3.3 Hotel Exit 34" 0.15 227 227 100 8.7 907 0 200 Gross S.F./Occ. Hotel Rooms 300 0.5 1>Hn O 300Gross S.F.I Occ. Storage I MEN /� ewt eapaory=zm 0 O® ® xoiE® L of un r HOTELeXa xoE .01ILPbll 2w 209 ❑ 21, A2 Te T xpy� .ps y _ Zoe Z✓1 3C8 ✓✓+ L .....Model $' + '$ x„ A d. ifLPOCM Roo i A re T 601 F L L a„ SF O C uc oon 35 rm—, z¢ 2lryEg _Mht 210 Mi® ( I iprEL�RI NAOM `211 ' igiELPOCIA Itft x12 ® WE y xohLPfAW / 21 SiNP, � ® } - O p w, W, � O --" -LPp71 Front Stair 44"Stair/ 0.2 =220 34"Door/0.15 =227 Exit Capacity=220 ad Level Exit Capacity Level (780 CMR 1005.1) Occupant Load Di loor Area Per Occupant Stair Stair Exit Allowance Stair Capacity Door Door Exit Allowance Door Capacity Exit Capacity ® 15Re1 S.F./Occ. Assembl, (SF I OCC) Occupant Load Exit Width (in/person) (parsons) Width I (in I person) (persons) )persons) Q 100 Gross S.F./Occ. Office AT 200 34.6 Front Stair 44' 0.2 220 34" 0.15 227 220 34.6 Rear Stair 44" 0.2 220 34" 0.15 227 220 ® 200 Gross S.F./Occ. Hotel Ro 440 em nr,,.= er In'. c,.ve..e. L-J O ® ® ® ® ® N°,E� ® ® ® orz w I y Na _xoiELPooa x°rO o U xoioma P w,ELP°oP. ® I I HOTEL Pcaa I Q � I IpiEL P°N [NCiICe CIPL�'XxI En 311 WI ��1166iW(•7 ffia� HOTEL ® f7boms = - 3n I 6919 SF 200 5 C 35 0 o I - C 312 ocn 0 + HOruP � Na,BLwa�e 301 318 O® XO _ LJ RO w 314 YJ NNI ' p1 IpIELP ®O OA°N1 'Y A O LlL-1 ro® i Front Stair 4 'Stall/ 0.2 =220 34"Door/ 0.15 =227 Exit Capacity=220 Load Level 3 Exit Capacity Level 3(780 CMR 1005.1) Occupant Load Denaitie. Floor Area Per Occupant Stair Suit Exit Allowance Stair Capacity Door Door Exit Allowance Door Capacity Exit Capacity 0 15 Net S.F./Occ. Assembly vntho (SF I OCC) Occupant Load Exit Width (in I person) (parsons) Width (in/person) (persons) (persons) 100 Grass S.F./Oa. Once Areas 200 34.6 Front Stair 44" 0.2 220 34" 0.15 227 220 34.6 Rear Stair 44" 0.2 220 34" 0.15 227 220 O 200 Gross S.F./Occ. Hotel Rooms& 440 i::i 300 Gross S.F./Occ. Storage/Mech: lug WO '4- 45 OC,$ 15 SF,J O p r , n t r kms`� Front Stair 225 SF 44"Stair/ 0.2 =220 200 SF/OCC 34"Door/ 0.15 =227 1 OCC Exit Capacity=220 ❑ 1t Load Roof Exit Capacity Roof(780 CMR 1005.1) Occupant Load Densities Floor Area Per Occupant Stair Stair Exit Allowance Stair Capacity Door Door Exit Allowance Door Capacity Exit Capacity Area, I OCC) Occupant Load Exit Width (In I person) (persons) Width (in/person) (persons) (persons) 0 15 Net S.F./Occ. Assembly wthoL 15 183.8 Front Stair 44" 0.2 220 34" 0.15 227 220 100 Gross S.F./Dec. Office Areas 200 1.1 Rear Stair 44" 0.2 220 34" 0.15 227 220 184.9 440 O 200 Gross S.F./Occ. Hotel Rooms 8 h. 0 300 Gross S.F./Occ. Storage/Mecha Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Hotel Salem Date: October 14, 2016 Property Address: 209 Essex Street, Salem, MA Project: Check one or both as applicable: ❑ New construction X Existing Construction Project description: Renovation of existing wood-framed building. I Brent R. Goldstein MA Registration Number: 36782 Expiration date: June 30, 2018 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Entire Project [ ] Architectural [X] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that,] (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit tq.the,building official a `Final,Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: CTURA! 36782 Phone number: 781-670-9990 QIBYE rg@gm-se.com vAL Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 Initial Construction Control Document �W* To be submitted with the building permit application by a Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Hotel Salem Date: October 14, 2016 Property Address: 209 Essex Street, Salem, MA Project: Check one or both as applicable: ❑ New construction X Existing Construction Project description: Renovation of existing wood-framed building. I Brent R. Goldstein MA Registration Number: 36782 Expiration date: June 30, 2018 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Entire Project [ ] Architectural [x] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall sulimiYao th cial a "Final Construction Control Document'. L1N Enter in the space to the right a"wet"or qb� B "UT _ �G electronic signature and seal: ,B dRAL a o. 67a2 O GISlEP� Phone number: 781-670-9990 ?F,LE \ Email:brg@gm-se.com Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 Initial Construction Control Document A To be submitted with the building permit application by a x Registered Design Professional for work per the 8ih edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Hotel Salem Date: October 14, 2016 Property Address: 209 Essex Street, Salem, MA Project: Check one or both as applicable: ❑ New construction CK Existing Construction Project description: Renovation of existing wood-framed building. I Brent R. Goldstein MA Registration Number: 36782 Expiration date: June 30, 2018 am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ( ] Entire Project [ ] Architectural V] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall subrhitto the u' tl dial a `Final Construction Control Document'. Enter in the space to the right a"wet"or B R 9G' electronic signature and seal: U TG l o ^ 782 Phone number: 781-670-9990 tG mail:brg@gm-se.com Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Hotel Salem Date:October 14, 2016 Property Address: 209 Essex Street Project: Check(x)one or both as applicable: New construction x Existing Construction Project description: Exterior and Interior Renovation—Adaptive Reuse 1, Paul Durand, MA Registration Number: 8615 Expiration date: August 30,2017 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerningl: Entire Project x Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. rm °da�� - Enter in the space to the right a"wet"or `/`r pAdQ electronic signature and seal: y; g e ^: DUR Phone number: 978-744-7379 Email: pdurand@wsarchitects.com \a 'i �Vl' Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Trial Version 10 09 2012 GOLDSTEIN-MILANO LLC Brent R. Goldstein P.E. Structural Engineers Christopher P- Milano P.E. 125 Main Street Reading, MA 01867 781-670-9990 (p) 781-670.9939 (f) Attn: Paul Durand Date: October 14, 2016 Company : Winter Street Architects Project Name: Hotel Salem Address : 27 Congress Street Suite 201 Salem, MA 01970 Project No.: 16090.00 FORWARDING Attached XXXX Delivered by Hand Under Separate Cover VIA : FOR YOUR: Information Use Distribution Review and As XXXX Comment Requested THE FOLLOWING: Prints Originals Specifications Shop Disk(s) XXXXX Drawings INFORMATION: Number of Date Description Copies 3 10/14/16 Permit Set(stamped/signed) 3 Design Affidavit COMMENTS: SIGNED: CPM CC: R.W. Sullivan Engineering MEP/FP Engineering . Code . Commissioning Date: 10-14-16 Job No. 160315 LETTER OF TRANSMITTAL Attention: Annette Popp/Paul Durand TO: Winter Street Architects, Inc. 27 Congress Street Re: Hotel Salem Suite 201 MEP Permit Set _- Salem, MA 01970 (978) 744-7379 WE ARE SENDING YOU: ❑ Attached ❑✓ Under separate cover via Overnight the following items: ❑ Shop drawings ❑ Prints ❑✓ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DRAWING NO. DESCRIPTION 3 MEP/FP Sets of Stamped & Signed Permit Documents 3 E/FP Sets of Stamped & Signed FP Narratives 3 FP Sets of Stamped & Signed Hydraulic Calcs 1 MEP/FP Sets of Stamped & Signed Design Affadavits THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ No Exceptions Taken ❑ Rejected ❑✓ For Your Use ❑ Make Corrections Noted ❑ Resubmit ❑ As Requested ❑ Submit Specified Items ❑ Do Not Resubmit ❑ For Review And Comment ❑ Other Annette, nnette, Enclosed are the MEP documents required for permit. The Mechanical design affadavit covers both HVAC and Plumbing. A comcheck is not included as we need to work out the light fixture selection to pass energy code and it appears not all fixtures have been selected. RWS File COPY TO SIGNED: No-Sheets_ Size Spec Pages Report_Pages Calcs_Pages The Schrafft Center.529 Main Street,Suite 203.Boston,MA 02129-1107.617.523.8227(p).617.523.8016(f).www.rwsullivan.corn Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8" edition of the ° Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hotel Salem Date: October 14, 2016 Property Address: 209 Essex Street, Salem,MA 01970 Project: Check(x)one or both as applicable: X New Construction Existing Construction Project description: Renovation of existing building to convert to Use Group RI Hotel Rooms with A-2 and A-3 assembly. I, Paul D. Sullivan, MA Registration Number: 42798 Expiration date: 6/30/2018, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: ZH OF Mgssgc R.W. Sullivan Engineering, Inc. o= PAULO. Phone number: 617-523-8227 Email: pds@rwsullivan.com suLLIVAN v MECHANICAL No.42798 Building Official Use Only Building Official Name: Permit No.: Date: ;q;.., jl'' Note 1. Indicate with an `x' project design plans,computations and specifications that you prepared or directly supervised. If`other' is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the •'r Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hotel Salem Date: October 14, 2016 Property Address: 209 Essex Street, Salem, MA 01970 Project: Check(x)one or both as applicable: X New Construction Existing Construction Project description: Renovation of existing building to convert to Use Group R1 Hotel Rooms with A-2 and A-3 assembly. I,Paul D. Sullivan, MA Registration Number: 40402 Expiration date: 6/30/2018, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning]: Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall subm t to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or v,0 oO electronic signature and seal: �P�;r:t%f MASS R.W. Sullivan Engineering,Inc. 02 PAULD. S. IVAN Phone number: 617-523-8227 Email: pds@rwsullivan.com 2FIREPROTECTIO No.40402 Building Official Use Only pF 'GIs ,, ON Building Official Name: Permit No.: Date: Note 1. Indicate with an 'x' project design plans,computations and specifications that you prepared or directly supervised. If`other' is chosen, provide a description. Version 06 I 1 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hotel Salem Date: October 14, 2016 Property Address: 209 Essex Street, Salem,MA 01970 Project: Check(x)one or both as applicable: X New Construction Existing Construction Project description: Renovation of existing building to convert to Use Group R1 Hotel Rooms with A-2 and A-3 assembly. I,Keng H. Tan, MA Registration Number: 45265 Expiration date: 6/30/2018, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the fVal a `Final Construction Control Document'. `, S KENG H. Enter in the space to the right a"wet"or T �o ELEC7FlICgL electronic signature and seal: `� T .452 is D,�Fs AL EN R.W. Sullivan Engineering, Inc. Phone number: 617-523-8227 Emai jht@rwsull' a om Building Official Use Only Building Official Name: Permit No.: Date: Note I. Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised. If`other' is chosen, provide a description. Version 06 11 2013 HOTEL SALEM 209 ESSEX STREET SALEM, MA 01970 FIRE PROTECTION SYSTEMS NARRATIVE IN ACCORDANCE WITH THE • • MASSACHUSETTS STATE BUILDING CODE, EIGHTH EDITION 780 CMR PREPARED FOR: SALEM FIRE DEPARTMENT OCTOBER 14, 2016 tl0v,H of F KEA H. 9�G e OF Rggs o CTRICAL �O? PAUL D. No.45 SULLIVAN �G/ E FIRE PROTECTId(J y i<.. �NILENG No.4W02 F c i TEP�° 8�0 Fire Protection Systems Narrative—Hotel Salem Project No. 16031P TABLE OF CONTENTS A. BASIS OF DESIGN.......................................................................................... 2 1- Building Description ..................................................................................... 2 2- Codes and Standards Applicable to Scope of this project ............................ 2 3- Responsibility............................................................................................... 3 B. SYSTEM DESCRIPTIONS............................................................................... 3 1-Water Supply, Fire Mains and Hydrants....................................................... 3 2-Automatic Sprinkler System and Components ............................................. 4 3- Standpipe System and Components............................................................ 4 4- Fire Suppression System and Components ................................................. 4 5- Fire Alarm System and Components............................................................ 4 6- HVAC Systems ............................................................................................ 6 C. SEQUENCE OF OPERATION ......................................................................... 6 1- Sprinkler System.......................................................................................... 6 2- Fire Suppression System ............................................................................. 6 3- Fire Alarm System........................................................................................ 6 4- HVAC System.............................................................................................. 9 D. TESTING CRITERIA........................................................................................ 9 1-Water Supply ............................................................................................... 9 2- Sprinkler System.......................................................................................... 9 3- Standpipe System...................................................................................... 10 4- Fire Suppression System........................................................................... 10 5- Fire Alarm System...................................................................................... 10 6- HVAC Systems.......................................................................................... 10 E. APPROVAL REQUIREMENTS ...................................................................... 11 October 14,2016 Page 1 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 A. BASIS OF DESIGN 1. Building Description a. The building consists of a renovated Three(3) story Residential building. The building will essentially be comprised of the following: 1) Building "Use" Group: R-1 (Hotel Guest Rooms), A-2 (Restaurant), A-3 Function Room 2) Total square footage of building: 37,677 sq/ft 3) Square footage of renovated area: 37, 677 sq/ft 4) Square footage per floor: 7,700 sq/ft Max 5) Building height: 60'-0" 6) Number of floors above grade: 3 7) Number of floors below grade: 1 8) Type(s) of construction: IIIA 9) Hazardous material usage and storage: Not Applicable. 10)High storage of commodities within a building usually over 12 ft.: Not Applicable. 11)Site access arrangement for emergency response vehicles: Existing. b. Hazard Classification: The hazard classifications shall be per NFPA 13, where it is not noted the building will be protected as light hazard (A.5.2); mechanical rooms will be protected as Ordinary Hazard (Group 1 c. Storage: There is no planned high pile storage within the building. d. Emergency Access: Architectural and site drawings shall be referenced for access information. The existing emergency access is from Essex Street. 2. Codes and Standards Applicable to Scope of this project a. Code of Massachusetts Regulations (CMR) used for design of each specific fire protection system: 1) 780 CMR Massachusetts State Building Code (8th Edition) 2) 521 CMR - Massachusetts State Architectural Access Board 3) 524 CMR - Massachusetts State Board of Elevator Regulations 4) 527 CMR - Massachusetts State Board of Fire Prevention Regulations b. NFPA Standards used for design of each specific fire protection system: 1) NFPA 13 (2013) Installation of Sprinkler Systems 2) NFPA 14 (2013)- Installation of Standpipe and Hose Systems 3) NFPA 17 (2002) - Dry Chemical Standard 4) NFPA 25 (2011) - Inspection, Testing and Maintenance of Water Based Fire Protection Systems 5) NFPA 70 (2014)- National Electric Code as amended by 527 CMR 12.00 6) NFPA 70E (2015)- Electrical Safety in the Workplace 7) NFPA 72 (2013) - National Fire Alarm Code as amended by 527 CMR 24 October 14,2016 Page 2 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 ` 8) NFPA 96 (2008) - Ventilation Control and Fire Protection of Commercial Cooking Operations 9) NFPA 101 (2015) - Life Safety Code 10)NFPA 110 (2005) - Emergency and Standby Power Systems 11)NFPA 2001 (2008)- Clean Agent Standard c. Massachusetts General Law, Chapter 148, "Fire Prevention." d. International Mechanical Code: IMC 2009. e. Local By-Laws or Ordinances. f. OHSA- Occupational Safety and Health Act g. ADA-Americans with Disabilities Act Guidelines. 3. Responsibility a. RW Sullivan Engineering (RWS) is the Registered Design Professional in Responsible Charge (the Engineer) to design a set of Tier One, Fire Protection Systems Construction Documents in conformance with applicable laws, regulations and standards for this project. RWS has fully designed a fire sprinkler, standpipe and fire alarm systems that will protect the area included in the scope of this project. The Contractor will prepare complete Tier Two Documents as required by codes and regulations, all new work identified as a part of this project shall meet the regulations and standards listed in this narrative. R.W. Sullivan Engineering has specified all the material and equipment that will be a part of these systems and will review all shop drawings, calculations, material data sheets, test reports and all other items required to be submitted to the Engineer for review. RWS will also conduct periodic construction administration site visits during the installation of this system to monitor compliance with the approved Fire Protection Construction Documents. At the completion of the project, R.W. Sullivan Engineering will issue documentation certifying that the system, as installed, complies with the approved Fire Protection Construction Documents. Tier 3, Record Drawings will be prepared by the Contractor and will be submitted to RWS for review and approval. B. SYSTEM DESCRIPTIONS The Fire Protection System for this project is Required by Regulations, Law or"approved" by- law or Ordinance and it is A complete new system. The following description and specific features for the fire protection and fire alarm systems shall apply only to the scope of this project: 1. Water Supply, Fire Mains and Hydrants a. The water supply main is an existing 8" line that shall remain and be reused. It enters the building in the Basement directly from Essex Street. October 14,2016 Page 3 ' Fire Protection Systems Narrative—Hotel Salem Project No. 160315 b. This 8" line is supplied from the 12" main in Essex Street c. Water Supply Data: R. W. Sullivan, Engineering Inc., performed a hydrant flow test on the evening of August 19, 2016. The following flow test data are the results of this test. • 80psi static, • 75 psi residual with 1275 gpm flowed. • Calculated flow at 20 psi was 4878 gpm. • The water supply is sufficient to provide automatic sprinkler protection throughout the building in accordance with the provisions of NFPA 13. 2. Automatic Sprinkler System and Components a. The wet pipe fire sprinkler systems will be provided to meet the requirements of NFPA 13 and CMR 780. b. The fire sprinkler system has been designed by hydraulically calculated system according to NFPA 13 requirements for Occupancies as encountered in this building and will be supervised as required by CMR 780. The system will provide 100 percent sprinkler protection throughout the building except for Elevator machine rooms, elevator hoistways and pits. c. Seethe drawings for the system design criteria. d. All systems will be provided with a 10psi cushion for pipe deterioration. 3. Standpipe System and Components a. An Automatic Standpipe system will be provided throughout the building in accordance with requirements of 780 CMR 905. The riser piping, supply piping, and the water service piping shall be hydraulically sized in accordance with the provisions of NFPA 14. b. A standpipe will be provided within each Stair enclosure. Standpipe will be provided with 2-1/2-inch fire department valves at each floor landing equipped with 2-1/2-inch x 1-1/2-inch reducers with caps and chains. c. Each standpipe will serve also as a combined riser, supplying sprinklers as well. 4. Fire Suppression System and Components a. The kitchen hood will be provided with an Ansul dry chemical fire suppression system. The system will be sized in accordance with the requirements of NFPA 17. 5. Fire Alarm System and Components October 14,2016 Page 4 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 ` a. A new Fire alarm system is provided based on the requirements on CMR 780. b. Fire alarm system is provided based on the requirements on CMR 780 for Use Group indicate in part A of this narrative. c. Fire alarm work includes new ADA approved speaker/strobe light units, new ADA approved strobe light units, new manual pull stations, new water flow switches, new tamper switches, new smoke detectors, new heat detectors, new carbon monoxide detectors, new terminal cabinets, and new power extenders. d. The fire alarm system consists of a new main control panel located in the electric room on the basement level. e. The fire alarm system will be interfaced to either monitor or control the following equipment: 1) Emergency Responder Radio System 2) Elevator Recall. 3) HVAC equipment. 4) Fire suppression system. f. Smoke detectors will be installed in each elevator lobby at each floor and associated elevator machine room and pit. g. The fire alarm system consists of a new remote annunciator panel with microphone one-way communication capabilities located at the main lobby on the first floor. h. Speakers and speaker/strobes in both common areas and guest suites will have Low Frequency 520Hz audible tone at start of prerecorded message. i. System visual notification appliance alarms (strobes) are provided in dwelling units designated for ADA/Hearing impaired as required per Massachusetts Accessiblity Requirements (521 CMR). Guest Suites a) Single and multiple station local type (120V with 9V battery) smoke alarms are provided in all guest suites. b) System type smoke detectors are provided in designated ADA/Hearing impaired units for local alarm only. Detectors are programed to sound guest rooms dedicated local low frequency 520Hz temporal 3 wall mounted horn and flash dedicated wall mounted strobe unites labelled "Local Smoke Alarm". c) Single and multiple station local type (120V with 9V battery) carbon monoxide alarms are provided in all guest suites. d) System type carbon monoxide detectors are provided in designated ADA/Hearing impaired units for local alarm only. Detectors are programed to sound guest rooms October 14,2016 Page 5 ' Fire Protection Systems Narrative—Hotel Salem Project No. 160315 dedicated local low frequency 520Hz temporal 4 wall mounted horn and flash dedicated wall mounted strobe unites labelled "Alert—Carbon Monoxide". 6. HVAC Systems a. Duct Smoke Detectors 1) Smoke detectors are provided in all return air systems with a design capacity greater than 2,000 cfm. The return air detectors are located in the plenum-return 9 ducts, upstream of any filters, exhaust air connections, or outdoor air connections. C. SEQUENCE OF OPERATION The building occupants shall be notified of an alarm on the fire alarm system via the voice speakers and strobe lights. The primary fire apparatus access is from Essex Street on the north side of the structure. The external fire alarm beacon light is located on the north side of the entrance to the building at a location approved by the Salem Fire Department.The external knox box including the access key to the building is located on the north side of the entrance to the building on the entry level. The following sequence of operation for the fire protection and fire alarm systems shall apply only to the scope of this project: 1. Sprinkler System a. The Standard Wet Pipe Sprinkler System will be equipped with heat activated fusible- link spray sprinklers. An occurrence of fire or any other source of excessive heat will fuse the sprinkler fuses and discharges water.When the water flow switch at the zone control valve assembly is actuated an alarm signal will be reported to the fire alarm system control panel. In addition, a pressure switch at the main alarm check valve will also be activated upon a water flow condition, which will send an alarm signal to the fire alarm system and exterior mounted motor gong b. All fire protection valves will be equipped with supervisory tamper switches to send a trouble signal to the FACP, if the valve is operated. 2. Fire Suppression System a. The Ansul Fire Suppression System,which will be engineered by a third party designer and not by RWS, will be equipped with a system of thermal detectors. Activation of one detector will trigger discharge of the fire suppression system, transmit alarm signal to the fire alarm control panel and activate the gas pipe solenoid valve in order to shut off the gas flow into the protected area. 3. Fire Alarm System October 14,2016 Page 6 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 a. When the Fire Alarm Control Panel receives an ALARM signal from any manual or automatic alarm device (Manual stations, Heat or Smoke detector, Verified automatic alarm operation of smoke detectors, Automatic sprinkler system water flow, Fire standpipe system operation, and Dry pipe sprinkler system operation), the system shall operate in the following manner: 1) Transmit an alarm signal to the fire department via a 24/7 Monitoring Station 2) An alarm signal will be sent to a 24/7 Monitoring Station 3) Audio notification devices shall be activated 4) Visual devices shall flash throughout the structure in a synchronized manner 5) The alarm shall be identified at the main panel and the annunciator 6) Operate the beacon at exterior of the building 7) Transmit signal to building automation system indicating alarm mode 8) Transmit signal to building security system indicating alarm mode 9) Shut down affected smoke dampers 10)Record events in the system memory 11)Initiate elevator recall process — refer to elevator interface for more detailed sequence 12)Override dimming and non-compliant audio systems 13)Close the egress stair held open door opening 14)All addresses for fire alarm devices will be also indicated on the LCD annunciator. b. The smoke alarm verification feature shall operate in the following manner: 1) Initiate audible and visible indication of an "alarm verification" signal at the FACP 2) Activate a listed and approved "alarm verification" sequence at the FACP and the detector 3) Record events October 14,2016 Page 7 Fire Protection Systems Narrative—Hotel Salem Project No.160315 4) Sound general alarm if the alarm is verified 5) Cancel FACP indication and system reset if the alarm is not verified c. Activation of any of the following devices or occurrence of any of the following conditions shall initiate the fire alarm system SUPERVISORY signal: 1) Tamper Switch, when the valve is closed (shut off) 2) Low air pressure at dry pipe or pre-action system 3) Duct smoke detector d. Operation of any of the following devices or occurrence of the following conditions shall initiate the fire alarm TROUBLE signal: 1) Open circuits, shorts and grounds of wiring for initiating device, signaling line, and notification-appliance circuits 2) Opening, tampering, or removal of alarm-initiating and supervisory signal-initiating devices 3) Loss of primary power at the FACP 4) Ground or a single break in FACP internal circuits 5) Abnormal ac voltage at the FACP 6) A break in standby backup battery circuitry 7) Failure of battery charging 8) Abnormal position of any switch at the FACP or annunciator e. Upon receipt of any fire alarm system trouble or supervisory signal, the fire alarm system shall initiate the following: 9) Activate the local audio bell and annunciate at the FACP and annunciator 10)Record the event f. The occurrence of the elevator recall condition shall initiate the elevator control system to perform the following: October 14,2016 Page 8 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 ' 1) Upon activation of any elevator lobby detector other than one on a designated return floor, all cars within a group will return to the designated lobby. Upon activation of the detection within the designated lobby, the cars will return to an alternative level. Activation of any two detectors in the building shall start the recall process. 4. HVAC System a. Smoke Detectors 1) Upon activation of the duct smoke detectors, the respective air distribution system shall shut down. The duct smoke detectors shall be connected to a fire protective signaling system. The actuation of a duct smoke detector shall initiate a supervisory condition at the fire alarm control panel. D. TESTING CRITERIA The General Contractor shall be responsible for setting up and coordinating all fire protection systems testing. The following documents must be submitted to the Building Official and the head of the Fire Department or their designees prior to the witnessing of the operational fire protection systems testing (780 CMR Section 901.7.4). Prior to any Fire Department acceptance testing, a complete sprinkler/standpipe test, egress lighting test and fire alarm system tests shall be performed per the requirements and standards. Any defective device or other deficiencies shall be immediately identified and addressed. 1. Water Supply a. The underground/exterior service entrance is an existing service that shall remain in use. No flushing shall be performed. 2. Sprinkler System a. The fire sprinkler system will be hydrostatically tested in accordance with NFPA 13 at 200 psi for a period of two hours at the minimum. b. All valve supervisory switches and water flow indicators will be tested for proper operation and integration into the building fire alarm and fire alarm reporting system as required by NFPA 72. c. Water flow detecting devices including the associated alarm circuits will be flow tested through the inspectors test connection and will result in an audible alarm on the premises. d. Valve supervisory switches will be tested by actual operation of the valves. October 14,2016 Page 9 Fire Protection Systems Narrative—Hotel Salem Project No.160315 e. The sprinkler contractor shall provide the Owner with a Contractor's Material and Test Certificate for Aboveground Piping as required by NFPA 13. A flow test also shall be performed on the main drain valve and recorded on the Contractor's test certificate in conformance with NFPA 13. f. The double check valve assembly shall be flow tested in conformance with NFPA 13. 3. Standpipe System a. The fire department connection piping shall be flushed at a minimum velocity of 10 fps in conformance with NFPA 14. b. All new piping will be pressure tested at 200 psi for 2 hours in conformance with NFPA 14. c. The system will be flow tested at the hydraulically most remote hose connection in conformance with NFPA 14. d. All valves and tamper switches will be tested by opening and closing valves in conformance with NFPA 14. 4. Fire Suppression System a. The Ansul system shall be tested in accordance with NFPA 17 by the food service equipment installing contractor 5. Fire Alarm System a. Testing of the fire alarm system shall be performed in accordance with NFPA 72 and 780 CMR. 6. HVAC Systems a. Smoke Detectors 1) The installer tests the continuity of individual smoke detectors; they will not be demonstrated. October 14,2016 Page 10 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 E. APPROVAL REQUIREMENTS If any system fails to operate to the satisfaction of Building and/or Fire officials, the failed component or part of the system or function will be corrected immediately. Any reacceptance testing of fire alarm system devices and/or water supply system controls shall be performed in accordance with applicable codes and current adopted NFPA 72. Upon completion of successful performance of the fire protection systems the contractor shall submit "System Certification" stating that the systems installed are in compliance with the Fire Protection Construction Documents as well as all applicable Codes and Standards. If a fire alarm third party test is specified in the specifications the results of a satisfactory test results shall be provided to the owner and the engineer prior to final construction affidavits. The following documents shall also be submitted prior to final approval: 1. Certification in written form as agreed to by all parties from the Code Official that the systems as designed, installed and tested satisfy all operational and code compliance requirements. 2. Documented method for remedial action if any system fails to operate to the satisfaction of the Code Official. 3. Certification from the Registered Professional Engineers of record stating that the fire protection systems have been installed in accordance with the approved fire protection construction documents. The certification shall state that the engineer has reviewed the shop drawings for conformance to 780 CMR 901.7.1.1 and has identified deviations, if any, from the approved fire protection construction documents. 4. Confirmation by the Building Owner that they have received the as-built fire protection system shop drawings from the installing contractor and that the Registered Professional Engineer has certified their reasonable accuracy. 5. Listing of names, addresses and telephone numbers of service personnel for emergency notification. END OF REPORT K:\2016\160315-00\4_Files\Reports\160315-00_FP-FA NARRATIVE_2016-10-13r0.docx October 14,2016 Page 11 Rvili HOTEL SALEM , . ESSEX STREET . 01970 HVAC Electrical FIRE PROTECTION IN ACCORDANCE Plumbing MASSACHUSETTS STATE BUILDINGCODE, EIGHTH EDITION :0 CMR Fire Protection . PREPARED SALEM FIRE DEPARTMENT Code OCTOBER1 • Commissioning k A-S � F 4'? ;y OF Mqs i t / 1 OF R4SULLIVAN FIRE PROTECTIO t; I www.rwsullivan"com w Fire Protection Systems Narrative—Hotel Salem Project No.160315 TABLE OF CONTENTS A. BASIS OF DESIGN.......................................................................................... 2 1- Building Description ..................................................................................... 2 2- Codes and Standards Applicable to Scope of this project ............................ 2 3- Responsibility............................................................................................... 3 B. SYSTEM DESCRIPTIONS............................................................................... 3 1-Water Supply, Fire Mains and Hydrants....................................................... 3 2- Automatic Sprinkler System and Components ............................................. 4 3- Standpipe System and Components............................................................ 4 4- Fire Suppression System and Components ................................................. 4 5- Fire Alarm System and Components............................................................ 4 6- HVAC Systems ............................................................................................ 6 C. SEQUENCE OF OPERATION ......................................................................... 6 1- Sprinkler System.......................................................................................... 6 2- Fire Suppression System............................................................................. 6 3- Fire Alarm System........................................................................................ 6 4- HVAC System.............................................................................................. 9 D. TESTING CRITERIA........................................................................................ 9 1-Water Supply ............................................................................................... 9 2- Sprinkler System.......................................................................................... 9 3- Standpipe System...................................................................................... 10 4- Fire Suppression System ........................................................................... 10 5- Fire Alarm System...................................................................................... 10 6- HVAC Systems .......................................................................................... 10 E. APPROVAL REQUIREMENTS ...................................................................... 11 "r 4 u.. October 14,2016 Page 1 v Fire Protection Systems Narrative—Hotel Salem Project No. 160315 A. BASIS OF DESIGN 1. Building Description a. The building consists of a renovated Three (3)story Residentialbuilding. The building will essentially be comprised of the following: 1) Building "Use" Group: R-1 (Hotel Guest Rooms), A-2 (Restaurant), A-3 Function Room 2) Total square footage of building: 37,677 sq/ft 3) Square footage of renovated area: 37, 677 sq/ft 4) Square footage per floor: 7,700 sq/ft Max 5) Building height: 60'-0" 6) Number of floors above grade: 3 7) Number of floors below grade: 1 8) Type(s) of construction: IIIA 9) Hazardous material usage and storage: Not Applicable. 10)High storage of commodities within a building usually over 12 ft.: Not Applicable. 11)Site access arrangement for emergency response vehicles: Existing. b. Hazard Classification: The hazard classifications shall be per NFPA 13, where it is not noted the building will be protected as light hazard (A.5.2); mechanical rooms will be protected as Ordinary Hazard (Group 1 c. Storage: There is no planned high pile storage within the building. d. Emergency Access: Architectural and site drawings shall be referenced for access information. The existing emergency access is from Essex Street. 2. Codes and Standards Applicable to Scope of this project a. Code of Massachusetts Regulations (CMR) used for design of each specific fire protection system: 1) 780 CMR Massachusetts State Building Code (8th Edition) 2) 521 CMR - Massachusetts State Architectural Access Board 3) 524 CMR- Massachusetts State Board of Elevator Regulations 4) 527 CMR - Massachusetts State Board of Fire Prevention Regulations b. NFPA Standards used for design of each specific fire protection system: 1) NFPA 13 (2013) Installation of Sprinkler Systems 2) NFPA 14 (2013) - Installation of Standpipe and Hose Systems 3) NFPA 17 (2002)- Dry Chemical Standard 4) NFPA 25 (2011) - Inspection, Testing and Maintenance of Water Based Fire Protection Systems 5) NFPA 70 (2014) - National Electric Code as amended by 527 CMR 12.00 6) NFPA 70E (2015)- Electrical Safety in the Workplace 7) NFPA 72 (2013) - National Fire Alarm Code as amended by 527 CMR 24 October 14,2016 Page 2 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 ' 8) NFPA 96 (2008) - Ventilation Control and Fire Protection of Commercial Cooking Operations 9) NFPA 101 (2015)- Life Safety Code 10)NFPA 110 (2005)- Emergency and Standby Power Systems 11)NFPA 2001 (2008)- Clean Agent Standard c. Massachusetts General Law, Chapter 148, "Fire Prevention." d. International Mechanical Code: IMC 2009. e. Local By-Laws or Ordinances. f. OHSA- Occupational Safety and Health Act g. ADA-Americans with Disabilities Act Guidelines. 3. Responsibility a. RW Sullivan Engineering (RWS)is the Registered Design Professional in Responsible Charge (the Engineer) to design a set of Tier One, Fire Protection Systems Construction Documents in conformance with applicable laws, regulations and standards for this project. RWS has fully designed a fire sprinkler, standpipe and fire alarm systems that will protect the area included in the scope of this project. The Contractor will prepare complete Tier Two Documents as required by codes and regulations, all new work identified as a part of this project shall meet the regulations and standards listed in this narrative. R.W. Sullivan Engineering has specified all the material and equipment that will be a part of these systems and will review all shop drawings, calculations, material data sheets, test reports and all other items required to be submitted to the Engineer for review. RWS will also conduct periodic construction administration site visits during the installation of this system to monitor compliance with the approved Fire Protection Construction Documents. At the completion of the project, R.W. Sullivan Engineering will issue documentation certifying that the system, as installed, complies with the approved Fire Protection Construction Documents. Tier 3, Record Drawings will be prepared by the Contractor and will be submitted to RWS for review and approval. B. SYSTEM DESCRIPTIONS The Fire Protection System for this project is Required by Regulations, Law or"approved" by- law or Ordinance and it is A complete new system. The following description and specific features for the fire protection and fire alarm systems shall apply only to the scope of this project: 1. Water Supply, Fire Mains and Hydrants a. The water supply main is an existing 8" line that shall remain and be reused. It enters the building in the Basement directly from Essex Street. October 14,2016 Pag e 3 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 b. This 8" line is supplied from the 12" main in Essex Street c. Water Supply Data: R. W. Sullivan, Engineering Inc., performed a hydrant flow test on the evening of August 19, 2016. The following flow test data are the results of this test. • 80psi static, • 75 psi residual with 1275 gpm flowed. • Calculated flow at 20 psi was 4878 gpm. The water supply is sufficient to provide automatic sprinkler protection throughout the building in accordance with the provisions of NFPA 13. 2. Automatic Sprinkler System and Components a. The wet pipe fire sprinkler systems will be provided to meet the requirements of NFPA 13 and CMR 780. b. The fire sprinkler system has been designed by hydraulically calculated system according to NFPA 13 requirements for Occupancies as encountered in this building and will be supervised as required by CMR 780. The system will provide 100 percent sprinkler protection throughout the building except for Elevator machine rooms, elevator hoistways and pits. c. Seethe drawings for the system design criteria. d. All systems will be provided with a 10psi cushion for pipe deterioration. 3. Standpipe System and Components a. An Automatic Standpipe system will be provided throughout the building in accordance with requirements of 780 CMR 905. The riser piping, supply piping, and the water service piping shall be hydraulically sized in accordance with the provisions of NFPA 14. b. A standpipe will be provided within each Stair enclosure. Standpipe will be provided with 2-1/2-inch fire department valves at each floor landing equipped with 2-1/2-inch x 1-1/2-inch reducers with caps and chains. c. Each standpipe will serve also as a combined riser, supplying sprinklers as well. 4. Fire Suppression System and Components a. The kitchen hood will be provided with an Ansul dry chemical fire suppression system. The system will be sized in accordance with the requirements of NFPA 17. 5. Fire Alarm System and Components October 14,2016 Page 4 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 a. A new Fire alarm system is provided based on the requirements on CMR 780. b. Fire alarm system is provided based on the requirements on CMR 780 for Use Group indicate in part A of this narrative. c. Fire alarm work includes new ADA approved speaker/strobe light units, new ADA approved strobe light units, new manual pull stations, new water flow switches, new tamper switches, new smoke detectors, new heat detectors, new carbon monoxide detectors, new terminal cabinets, and new power extenders. d. The fire alarm system consists of a new main control panel located in the electric room on the basement level. e. The fire alarm system will be interfaced to either monitor or control the following equipment: 1) Emergency Responder Radio System 2) Elevator Recall. 3) HVAC equipment. 4) Fire suppression system. f. Smoke detectors will be installed in each elevator lobby at each floor and associated elevator machine room and pit. g. The fire alarm system consists of a new remote annunciator panel with microphone one-way communication capabilities located at the main lobby on the first floor. h. Speakers and speaker/strobes in both common areas and guest suites will have Low Frequency 520Hz audible tone at start of prerecorded message. i. System visual notification appliance alarms (strobes) are provided in dwelling units designated for ADA/Hearing impaired as required per Massachusetts Accessiblity Requirements (521 CMR). Guest Suites a) Single and multiple station local type (120V with 9V battery) smoke alarms are provided in all guest suites. b) System type smoke detectors are provided in designated ADA/Hearing impaired units for local alarm only. Detectors are programed to sound guest rooms dedicated local low frequency 520Hz temporal 3 wall mounted horn and flash dedicated wall mounted strobe unites labelled "Local Smoke Alarm". c) Single and multiple station local type (120V with 9V battery) carbon monoxide alarms are provided in all guest suites. d) System type carbon monoxide detectors are provided in designated ADA/Hearing impaired units for local alarm only. Detectors are programed to sound guest rooms October 14,2016 Page 5 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 dedicated local low frequency 520Hz temporal 4 wall mounted horn and flash dedicated wall mounted strobe unites labelled "Alert— Carbon Monoxide'. 6. HVAC Systems a. Duct Smoke Detectors 1) Smoke detectors are provided in all return air systems with a design capacity greater than 2,000 cfm. The return air detectors are located in the plenum-return ducts, upstream of any filters, exhaust air connections, or outdoor air connections. C. SEQUENCE OF OPERATION The building occupants shall be notified of an alarm on the fire alarm system via the voice speakers and strobe lights. The primary fire apparatus access is from Essex Street on the north side of the structure. The external fire alarm beacon light is located on the north side of the entrance to the building at a location approved by the Salem Fire Department.The external knox box including the access key to the building is located on the north side of the entrance to the building on the entry level. The following sequence of operation for the fire protection and fire alarm systems shall apply only to the scope of this project: 1. Sprinkler System a. The Standard Wet Pipe Sprinkler System will be equipped with heat activated fusible- link spray sprinklers. An occurrence of fire or any other source of excessive heat will fuse the sprinkler fuses and discharges water. When the water flow switch at the zone control valve assembly is actuated an alarm signal will be reported to the fire alarm system control panel. In addition, a pressure switch at the main alarm check valve will also be activated upon a water flow condition, which will send an alarm signal to the fire alarm system and exterior mounted motor gong b. All fire protection valves will be equipped with supervisory tamper switches to send a trouble signal to the FACP, if the valve is operated. 2. Fire Suppression System a. The Ansul Fire Suppression System,which will be engineered by a third party designer and not by RWS, will be equipped with a system of thermal detectors. Activation of one detector will trigger discharge of the fire suppression system, transmit alarm signal to the fire alarm control panel and activate the gas pipe solenoid valve in order to shut off the gas flow into the protected area. 3. Fire Alarm System October 14,2016 Page 6 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 ' a. When the Fire Alarm Control Panel receives an ALARM signal from any manual or automatic alarm device (Manual stations, Heat or Smoke detector, Verified automatic alarm operation of smoke detectors, Automatic sprinkler system water flow, Fire standpipe system operation, and Dry pipe sprinkler system operation), the system shall operate in the following manner: 1) Transmit an alarm signal to the fire department via a 24/7 Monitoring Station 2) An alarm signal will be sent to a 24/7 Monitoring Station 3) Audio notification devices shall be activated 4) Visual devices shall flash throughout the structure in a synchronized manner 5) The alarm shall be identified at the main panel and the annunciator 6) Operate the beacon at exterior of the building 7) Transmit signal to building automation system indicating alarm mode 8) Transmit signal to building security system indicating alarm mode 9) Shut down affected smoke dampers 10)Record events in the system memory 11)Initiate elevator recall process — refer to elevator interface for more detailed sequence 12)Override dimming and non-compliant audio systems 13)Close the egress stair held open door opening 14)All addresses for fire alarm devices will be also indicated on the LCD annunciator. b. The smoke alarm verification feature shall operate in the following manner: 1) Initiate audible and visible indication of an "alarm verification" signal at the FACP 2) Activate a listed and approved "alarm verification" sequence at the FACP and the detector 3) Record events October 14,2016 Page 7 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 4) Sound general alarm if the alarm is verified 5) Cancel FACP indication and system reset if the alarm is not verified c. Activation of any of the following devices or occurrence of any of the following conditions shall initiate the fire alarm system SUPERVISORY signal: 1) Tamper Switch, when the valve is closed (shut off) 2) Low air pressure at dry pipe or pre-action system 3) Duct smoke detector d. Operation of any of the following devices or occurrence of the following conditions shall initiate the fire alarm TROUBLE signal: 1) Open circuits, shorts and grounds of wiring for initiating device, signaling line, and notification-appliance circuits 2) Opening, tampering, or removal of alarm-initiating and supervisory signal-initiating devices 3) Loss of primary power at the FACP 4) Ground or a single break in FACP internal circuits 5) Abnormal ac voltage at the FACP 6) A break in standby backup battery circuitry 7) Failure of battery charging 8) Abnormal position of any switch at the FACP or annunciator e. Upon receipt of any fire alarm system trouble or supervisory signal, the fire alarm system shall initiate the following: 9) Activate the local audio bell and annunciate at the FACP and annunciator 10)Record the event f. The occurrence of the elevator recall condition shall initiate the elevator control system to perform the following: October 14,2016 1Page 8 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 ' 1) Upon activation of any elevator lobby detector other than one on a designated return floor, all cars within a group will return to the designated lobby. Upon activation of the detection within the designated lobby, the cars will return to an alternative level. Activation of any two detectors in the building shall start the recall process. 4. HVAC System a. Smoke Detectors 1) Upon activation of the duct smoke detectors, the respective air distribution system shall shut down. The duct smoke detectors shall be connected to a fire protective signaling system. The actuation of a duct smoke detector shall initiate a supervisory condition at the fire alarm control panel. D. TESTING CRITERIA The General Contractor shall be responsible for setting up and coordinating all fire protection systems testing. The following documents must be submitted to the Building Official and the head of the Fire Department or their designees prior to the witnessing of the operational fire protection systems testing (780 CMR Section 901.7.4). Prior to any Fire Department acceptance testing, a complete sprinkler/standpipe test, egress lighting test and fire alarm system tests shall be performed per the requirements and standards. Any defective device or other deficiencies shall be immediately identified and addressed. 1. Water Supply a. The underground/exterior service entrance is an existing service that shall remain in use. No flushing shall be performed. 2. Sprinkler System a. The fire sprinkler system will be hydrostatically tested in accordance with NFPA 13 at 200 psi for a period of two hours at the minimum. b. All valve supervisory switches and water flow indicators will be tested for proper operation and integration into the building fire alarm and fire alarm reporting system as required by NFPA 72. c. Water flow detecting devices including the associated alarm circuits will be flow tested through the inspectors test connection and will result in an audible alarm on the premises. d. Valve supervisory switches will be tested by actual operation of the valves. October 14,2016 Page 9 • Fire Protection Systems Narrative—Hotel Salem Project No. 160315 e. The sprinkler contractor shall provide the Owner with a Contractor's Material and Test Certificate for Aboveground Piping as required by NFPA 13. A flow test also shall be performed on the main drain valve and recorded on the Contractor's test certificate in conformance with NFPA 13. f. The double check valve assembly shall be flow tested in conformance with NFPA 13. 3. Standpipe System a. The fire department connection piping shall be flushed at a minimum velocity of 10 fps in conformance with NFPA 14. b. All new piping will be pressure tested at 200 psi for 2 hours in conformance with NFPA 14. c. The system will be flow tested at the hydraulically most remote hose connection in conformance with NFPA 14. d. All valves and tamper switches will be tested by opening and closing valves in conformance with NFPA 14. 4. Fire Suppression System a. The Ansul system shall be tested in accordance with NFPA 17 by the food service equipment installing contractor 5. Fire Alarm System a. Testing of the fire alarm system shall be performed in accordance with NFPA 72 and 780 CMR. 6. HVAC Systems a. Smoke Detectors 1) The installer tests the continuity of individual smoke detectors; they will not be demonstrated. October 14,2016 Page 10 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 E. APPROVAL REQUIREMENTS If any system fails to operate to the satisfaction of Building and/or Fire officials, the failed component or part of the system or function will be corrected immediately. Any reacceptance testing of fire alarm system devices and/or water supply system controls shall be performed in accordance with applicable codes and current adopted NFPA 72. Upon completion of successful performance of the fire protection systems the contractor shall submit "System Certification" stating that the systems installed are in compliance with the Fire Protection Construction Documents as well as all applicable Codes and Standards. If a fire alarm third party test is specified in the specifications the results of a satisfactory test results shall be provided to the owner and the engineer prior to final construction affidavits. The following documents shall also be submitted prior to final approval: 1. Certification in written form as agreed to by all parties from the Code Official that the systems as designed, installed and tested satisfy all operational and code compliance requirements. 2. Documented method for remedial action if any system fails to operate to the satisfaction of the Code Official. 3. Certification from the Registered Professional Engineers of record stating that the fire protection systems have been installed in accordance with the approved fire protection construction documents. The certification shall state that the engineer has reviewed the shop drawings for conformance to 780 CMR 901.7.1.1 and has identified deviations, if any, from the approved fire protection construction documents. 4. Confirmation by the Building Owner that they have received the as-built fire protection system shop drawings from the installing contractor and that the Registered Professional Engineer has certified their reasonable accuracy. 5. Listing of names, addresses and telephone numbers of service personnel for emergency notification. END OF REPORT KA2016\160315-00\4—Files\Reports\160315-00_FP-FA NARRATIVE_2016-10-13r0.docx October 14,2016 Page 11 HOTEL SALEM 209 ESSEX STREET SALEM, MA 01970 FIRE PROTECTION SYSTEMS NARRATIVE IN ACCORDANCE WITH THE • • MASSACHUSETTS STATE BUILDING CODE, EIGHTH EDITION 780 CMR • PREPARED FOR: SALEM FIRE DEPARTMENT OCTOBER 14, 2016 F_�A1,,.IA $P�tH 4sJ,C5 2 KENO H. G TAN m o EL , ICAL 5265 aszss r„FF,S NAl PAIJ E)' G t' �Q FIRE u - m 4 ENS Fire Protection Systems Narrative—Hotel Salem Project No. 160316 , TABLE OF CONTENTS A. BASIS OF DESIGN.......................................................................................... 2 1- Building Description ..................................................................................... 2 2- Codes and Standards Applicable to Scope of this project ............................ 2 3- Responsibility............................................................................................... 3 B. SYSTEM DESCRIPTIONS............................................................................... 3 1-Water Supply, Fire Mains and Hydrants....................................................... 3 2-Automatic Sprinkler System and Components ............................................. 4 3- Standpipe System and Components............................................................ 4 4- Fire Suppression System and Components ................................................. 4 5- Fire Alarm System and Components............................................................ 4 6- HVAC Systems ............................................................................................ 6 C. SEQUENCE OF OPERATION ......................................................................... 6 1- Sprinkler System.......................................................................................... 6 2- Fire Suppression System ............................................................................. 6 3- Fire Alarm System........................................................................................ 6 4- HVAC System.............................................................................................. 9 D. TESTING CRITERIA........................................................................................ 9 1-Water Supply ............................................................................................... 9 2- Sprinkler System.......................................................................................... 9 3- Standpipe System...................................................................................... 10 4- Fire Suppression System ........................................................................... 10 5- Fire Alarm System...................................................................................... 10 6- HVAC Systems.......................................................................................... 10 E. APPROVAL REQUIREMENTS ...................................................................... 11 r. F October 14,2016 Page 1 Y Fire Protection Systems Narrative—Hotel Salem Project No. 160315 A. BASIS OF DESIGN 1. Building Description a. The building consists of a renovated Three(3) story Residentialbuilding. The building will essentially be comprised of the following: 1) Building "Use' Group: R-1 (Hotel Guest Rooms), A-2 (Restaurant), A-3 Function Room 2) Total square footage of building: 37,677 sq/ft 3) Square footage of renovated area: 37, 677 sq/ft 4) Square footage per floor: 7,700 sq/ft Max 5) Building height: 60'-0" 6) Number of floors above grade: 3 7) Number of floors below grade: 1 8) Type(s)of construction: IIIA 9) Hazardous material usage and storage: Not Applicable. 10)High storage of commodities within a building usually over 12 ft.: Not Applicable. 11)Site access arrangement for emergency response vehicles: Existing. b. Hazard Classification: The hazard classifications shall be per NFPA 13, where it is not noted the building will be protected as light hazard (A.5.2); mechanical rooms will be protected as Ordinary Hazard (Group 1 c. Storage: There is no planned high pile storage within the building. d. Emergency Access: Architectural and site drawings shall be referenced for access information. The existing emergency access is from Essex Street. 2. Codes and Standards Applicable to Scope of this project a. Code of Massachusetts Regulations (CMR) used for design of each specific fire protection system: 1) 780 CMR Massachusetts State Building Code (8th Edition) 2) 521 CMR- Massachusetts State Architectural Access Board 3) 524 CMR - Massachusetts State Board of Elevator Regulations 4) 527 CMR - Massachusetts State Board of Fire Prevention Regulations b. NFPA Standards used for design of each specific fire protection system: 1) NFPA 13 (2013) - Installation of Sprinkler Systems 2) NFPA 14 (2013) - Installation of Standpipe and Hose Systems 3) NFPA 17 (2002) - Dry Chemical Standard 4) NFPA 25 (2011) - Inspection, Testing and Maintenance of Water Based Fire Protection Systems 5) NFPA 70 (2014) - National Electric Code as amended by 527 CMR 12.00 6) NFPA 70E (2015) - Electrical Safety in the Workplace 7) NFPA 72 (2013) - National Fire Alarm Code as amended by 527 CMR 24 October 14,2016 Page 2 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 8) NFPA 96 (2008) - Ventilation Control and Fire Protection of Commercial Cooking Operations 9) NFPA 101 (2015) - Life Safety Code 10)NFPA 110 (2005)- Emergency and Standby Power Systems 11)NFPA 2001 (2008) - Clean Agent Standard c. Massachusetts General Law, Chapter 148, "Fire Prevention." d. International Mechanical Code: IMC 2009. e. Local By-Laws or Ordinances. f. OHSA- Occupational Safety and Health Act g. ADA -Americans with Disabilities Act Guidelines. 3. Responsibility a. RW Sullivan Engineering(RWS)is the Registered Design Professional in Responsible Charge (the Engineer) to design a set of Tier One, Fire Protection Systems Construction Documents in conformance with applicable laws, regulations and standards for this project. RWS has fully designed a fire sprinkler, standpipe and fire alarm systems that will protect the area included in the scope of this project. The Contractor will prepare complete Tier Two Documents as required by codes and regulations, all new work identified as a part of this project shall meet the regulations and standards listed in this narrative. R.W. Sullivan Engineering has specified all the material and equipment that will be a part of these systems and will review all shop drawings, calculations, material data sheets, test reports and all other items required to be submitted to the Engineer for review. RWS will also conduct periodic construction administration site visits during the installation of this system to monitor compliance with the approved Fire Protection Construction Documents. At the completion of the project, R.W. Sullivan Engineering will issue documentation certifying that the system, as installed, complies with the approved Fire Protection Construction Documents. Tier 3, Record Drawings will be prepared by the Contractor and will be submitted to RWS for review and approval. B. SYSTEM DESCRIPTIONS The Fire Protection System for this project is Required by Regulations, Law or"approved" by- law or Ordinance and it is A complete new system. The following description and specific features for the fire protection and fire alarm systems shall apply only to the scope of this project: 1. Water Supply, Fire Mains and Hydrants a. The water supply main is an existing 8" line that shall remain and be reused. It enters the building in the Basement directly from Essex Street. October 14,2016 Page 3 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 b. This 8" line is supplied from the 12" main in Essex Street c. Water Supply Data: R. W. Sullivan, Engineering Inc., performed a hydrant flow test on the evening of August 19, 2016. The following flow test data are the results of this test. • 80psi static, • 75 psi residual with 1275 gpm flowed. • Calculated flow at 20 psi was 4878 gpm. • The water supply is sufficient to provide automatic sprinkler protection throughout the building in accordance with the provisions of NFPA 13. 2. Automatic Sprinkler System and Components a. The wet pipe fire sprinkler systems will be provided to meet the requirements of NFPA 13 and CMR 780. b. The fire sprinkler system has been designed by hydraulically calculated system according to NFPA 13 requirements for Occupancies as encountered in this building and will be supervised as required by CMR 780. The system will provide 100 percent sprinkler protection throughout the building except for Elevator machine rooms, elevator hoistways and pits. c. See the drawings for the system design criteria. d. All systems will be provided with a 10psi cushion for pipe deterioration. 3. Standpipe System and Components a. An Automatic Standpipe system will be provided throughout the building in accordance with requirements of 780 CMR 905. The riser piping, supply piping, and the water service piping shall be hydraulically sized in accordance with the provisions of NFPA 14. , b. A standpipe will be provided within each Stair enclosure. Standpipe will be provided with 2-1/2-inch fire department valves at each floor landing equipped with 2-1/2-inch x 1-1/2-inch reducers with caps and chains. c. Each standpipe will serve also as a combined riser, supplying sprinklers as well. 4. Fire Suppression System and Components a. The kitchen hood will be provided with an Ansul dry chemical fire suppression system. The system will be sized in accordance with the requirements of NFPA 17. 5. Fire Alarm System and Components October 14,2016 Page 4 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 a. A new Fire alarm system is provided based on the requirements on CMR 780. b. Fire alarm system is provided based on the requirements on CMR 780 for Use Group indicate in part A of this narrative. c. Fire alarm work includes new ADA approved speaker/strobe light units, new ADA approved strobe light units, new manual pull stations, new water flow switches, new tamper switches, new smoke detectors, new heat detectors, new carbon monoxide detectors, new terminal cabinets, and new power extenders. d. The fire alarm system consists of a new main control panel located in the electric room on the basement level. e. The fire alarm system will be interfaced to either monitor or control the following equipment: 1) Emergency Responder Radio System 2) Elevator Recall. 3) HVAC equipment. 4) Fire suppression system. f. Smoke detectors will be installed in each elevator lobby at each floor and associated elevator machine room and pit. g. The fire alarm system consists of a new remote annunciator panel with microphone one-way communication capabilities located at the main lobby on the first floor. h. Speakers and speaker/strobes in both common areas and guest suites will have Low Frequency 520Hz audible tone at start of prerecorded message. i. System visual notification appliance alarms (strobes) are provided in dwelling units designated for ADA/Hearing impaired as required per Massachusetts Accessiblity Requirements (521 CMR). Guest Suites a) Single and multiple station local type (120V with 9V battery) smoke alarms are provided in all guest suites. b) System type smoke detectors are provided in designated ADA/Hearing impaired units for local alarm only. Detectors are programed to sound guest rooms dedicated local Y P 9 low frequency 520Hz temporal 3 wall mounted horn and flash dedicated wall mounted strobe unites labelled "Local Smoke Alarm". c) Single and multiple station local type (120V with 9V battery) carbon monoxide alarms are provided in all guest suites. d) System type carbon monoxide detectors are provided in designated ADA/Hearing impaired units for local alarm only. Detectors are programed to sound guest rooms October 14,2016 Page 5 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 dedicated local low frequency 520Hz temporal 4 wall mounted horn and flash dedicated wall mounted strobe unites labelled "Alert—Carbon Monoxide". 6. HVAC Systems a. Duct Smoke Detectors 1) Smoke detectors are provided in all return air systems with a design capacity greater than 2,000 cfm. The return air detectors are located in the plenum-return ducts, upstream of any filters, exhaust air connections, or outdoor air connections. C. SEQUENCE OF OPERATION The building occupants shall be notified of an alarm on the fire alarm system via the voice speakers and strobe lights. The primary fire apparatus access is from Essex Street on the north side of the structure. The external fire alarm beacon light is located on the north side of the entrance to the building at a location approved by the Salem Fire Department.The external knox box including the access key to the building is located on the north side of the entrance to the building on the entry level. The following sequence of operation for the fire protection and fire alarm systems shall apply only to the scope of this project: 1. Sprinkler System a. The Standard Wet Pipe Sprinkler System will be equipped with heat activated fusible- link spray sprinklers. An occurrence of fire or any other source of excessive heat will fuse the sprinkler fuses and discharges water. When the water flow switch at the zone control valve assembly is actuated an alarm signal will be reported to the fire alarm system control panel. In addition, a pressure switch at the main alarm check valve will also be activated upon a water flow condition, which will send an alarm signal to the fire alarm system and exterior mounted motor gong b. All fire protection valves will be equipped with supervisory tamper switches to send a trouble signal to the FACP, if the valve is operated. 2. Fire Suppression System a. The Ansul Fire Suppression System,which will be engineered by a third party designer and not by RWS, will be equipped with a system of thermal detectors. Activation of one detector will trigger discharge of the fire suppression system,transmit alarm signal to the fire alarm control panel and activate the gas pipe solenoid valve in order to shut off the gas flow into the protected area. 3. Fire Alarm System October 14,2016 Page 6 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 a. When the Fire Alarm Control Panel receives an ALARM signal from any manual or automatic alarm device (Manual stations, Heat or Smoke detector, Verified automatic alarm operation of smoke detectors, Automatic sprinkler system water flow, Fire standpipe system operation, and Dry pipe sprinkler system operation), the system shall operate in the following manner: 1) Transmit an alarm signal to the fire department via a 24/7 Monitoring Station 2) An alarm signal will be sent to a 24/7 Monitoring Station 3) Audio notification devices shall be activated 4) Visual devices shall flash throughout the structure in a synchronized manner 5) The alarm shall be identified at the main panel and the annunciator 6) Operate the beacon at exterior of the building 7) Transmit signal to building automation system indicating alarm mode 8) Transmit signal to building security system indicating alarm mode 9) Shut down affected smoke dampers 10)Record events in the system memory 11)Initiate elevator recall process — refer to elevator interface for more detailed sequence 12)Override dimming and non-compliant audio systems 13)Close the egress stair held open door opening 14)AII addresses for fire alarm devices will be also indicated on the LCD annunciator. b. The smoke alarm verification feature shall operate in the following manner: 1) Initiate audible and visible indication of an "alarm verification" signal at the FACP 2) Activate a listed and approved "alarm verification" sequence at the FACP and the detector 3) Record events October 14,2016 Page 7 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 4) Sound general alarm if the alarm is verified 5) Cancel FACP indication and system reset if the alarm is not verified c. Activation of any of the following devices or occurrence of any of the following conditions shall initiate the fire alarm system SUPERVISORY signal: 1) Tamper Switch, when the valve is closed (shut off) 2) Low air pressure at dry pipe or pre-action system 3) Duct smoke detector d. Operation of any of the following devices or occurrence of the following conditions shall initiate the fire alarm TROUBLE signal: 1) Open circuits, shorts and grounds of wiring for initiating device, signaling line, and notification-appliance circuits 2) Opening, tampering, or removal of alarm-initiating and supervisory signal-initiating devices 3) Loss of primary power at the FACP 4) Ground or a single break in FACP internal circuits 5) Abnormal ac voltage at the FACP 6) A break in standby backup battery circuitry 7) Failure of battery charging 8) Abnormal position of any switch at the FACP or annunciator e. Upon receipt of any fire alarm system trouble or supervisory signal, the fire alarm system shall initiate the following: 9) Activate the local audio bell and annunciate at the FACP and annunciator 10)Record the event f. The occurrence of the elevator recall condition shall initiate the elevator control system to perform the following: October 14,2016 Page 8 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 1) Upon activation of any elevator lobby detector other than one on a designated return floor, all cars within a group will return to the designated lobby. Upon activation of the detection within the designated lobby, the cars will return to an alternative level. Activation of any two detectors in the building shall start the recall process. 4. HVAC System a. Smoke Detectors 1) Upon activation of the duct smoke detectors, the respective air distribution system shall shut down. The duct smoke detectors shall be connected to a fire protective signaling system. The actuation of a duct smoke detector shall initiate a supervisory condition at the fire alarm control panel. D. TESTING CRITERIA The General Contractor shall be responsible for setting up and coordinating all fire protection systems testing. The following documents must be submitted to the Building Official and the head of the Fire Department or their designees prior to the witnessing of the operational fire protection systems testing (780 CMR Section 901.7.4). Prior to any Fire Department acceptance testing, a complete sprinkler/standpipe test, egress lighting test and fire alarm system tests shall be performed per the requirements and standards. Any defective device or other deficiencies shall be immediately identified and addressed. 1. Water Supply a. The underground/exterior service entrance is an existing service that shall remain in use. No flushing shall be performed. 2. Sprinkler System a. The fire sprinkler system will be hydrostatically tested in accordance with NFPA 13 at 200 psi for a period of two hours at the minimum. b. All valve supervisory switches and water flow indicators will be tested for proper operation and integration into the building fire alarm and fire alarm reporting system as required by NFPA 72. c. Water flow detecting devices including the associated alarm circuits will be flow tested through the inspectors test connection and will result in an audible alarm on the premises. d. Valve supervisory switches will be tested by actual operation of the valves. October 14,2016 Page 9 Fire Protection Systems Narrative—Hotel Salem Project No. 160316 e. The sprinkler contractor shall provide the Owner with a Contractor's Material and Test Certificate for Aboveground Piping as required by NFPA 13. A flow test also shall be performed on the main drain valve and recorded on the Contractor's test certificate in conformance with NFPA 13. f. The double check valve assembly shall be flow tested in conformance with NFPA 13. 3. Standpipe System a. The fire department connection piping shall be flushed at a minimum velocity of 10 fps in conformance with NFPA 14. b. All new piping will be pressure tested at 200 psi for 2 hours in conformance with NFPA 14. c. The system will be flow tested at the hydraulically most remote hose connection in conformance with NFPA 14. d. All valves and tamper switches will be tested by opening and closing valves in conformance with NFPA 14. 4. Fire Suppression System a. The Ansul system shall be tested in accordance with NFPA 17 by the food service equipment installing contractor 5. Fire Alarm System a. Testing of the fire alarm system shall be performed in accordance with NFPA 72 and 780 CMR. 6. HVAC Systems a. Smoke Detectors 1) The installer tests the continuity of individual smoke detectors; they will not be demonstrated. October 14,2016 Page 10 Fire Protection Systems Narrative—Hotel Salem Project No. 160315 E. APPROVAL REQUIREMENTS If any system fails to operate to the satisfaction of Building and/or Fire officials, the failed component or part of the system or function will be corrected immediately. Any reacceptance testing of fire alarm system devices and/or water supply system controls shall be performed in accordance with applicable codes and current adopted NFPA 72. Upon completion of successful performance of the fire protection systems the contractor shall submit "System Certification" stating that the systems installed are in compliance with the Fire Protection Construction Documents as well as all applicable Codes and Standards. If a fire alarm third party test is specified in the specifications the results of a satisfactory test results shall be provided to the owner and the engineer prior to final construction affidavits. The following documents shall also be submitted prior to final approval: 1. Certification in written form as agreed to by all parties from the Code Official that the systems as designed, installed and tested satisfy all operational and code compliance requirements. 2. Documented method for remedial action if any system fails to operate to the satisfaction of the Code Official. 3. Certification from the Registered Professional Engineers of record stating that the fire protection systems have been installed in accordance with the approved fire protection construction documents. The certification shall state that the engineer has reviewed the shop drawings for conformance to 780 CMR 901.7.1.1 and has identified deviations, if any, from the approved fire protection construction documents. 4. Confirmation by the Building Owner that they have received the as-built fire protection system shop drawings from the installing contractor and that the Registered Professional Engineer has certified their reasonable accuracy. 5. Listing of names, addresses and telephone numbers of service personnel for emergency notification. END OF REPORT K:\2016\160315-00\4_Files\Reports\160315-00_FP-FA NARRATIVE_2016-10-13r0.docx October 14,2016 Page 11 { ROBERT W. SULLIVAN, INC. 529 MAIN STREET SUITE 203 BOSTON,MA 02129 HYDRAULIC CALCULATIONS FOR JH OF Hotel Salem - Mechanical Mezzanine 209 Essex Street PAUL D. y� IVA Salem, MA SULL FIRE PROTEC y FILE NUMBER: 160315.00 .o No.40402 DATE: October 13, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 2 DENSITY: 0.2 gpm/sq. ft. AREA OF APPLICATION: 725 sq. ft. (Entire Room) COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 217. 9 gpm TOTAL WATER REQUIRED (including hose) : 467. 9 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. j SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 80.OC 1 j Available pressure IA 79.22 psi @ 467. 9 gpm G ... ....... ........ A ."••• ..... 2 §Required pressure U G 58.69 psi @ 467. 9 gpm E 60.0 2A lA §Avail. OnSite Demand Press. P I R 79.22 psi @ 217.9 gpm E S 2A Req. OnSite Demand Press. S 58.69 psi @ 217 .9 gpm U 40.0 R A. Source Supply Curve E B. System Demand Curve C. Available at Source p s 20.0 i 0.0 .. ....................... -14.7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source j SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.2 467.9 58.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 467. 9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 217. 9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 58.7 217.9 1 -10.0 - - - - 55.1 - - - 2 -10.0 - - - - 55.0 - - - 3 -10.0 - - - - 49.0 - - - 4 -10.0 - - - - 49.0 - - - 5 -2.0 - - - - 45.4 - - - 6 -2.0 - - - - 44.9 - - - 7 -2.0 - - - - 44.9 - - - 8 16.0 - - - - 37.0 - - - 9 16.0 - - - - 36.9 - - - 13 49.0 - - - - 20.0 - - - 12 49.0 - - - - 22.5 - - - 14 49.0 - - - - 19.4 - - - 15 49.0 - - - - 19.1 - - - 16 49.0 - - - - 18.9 - - - 17 49.0 - - - - 18.8 - - - 18 49.0 - - - - 18.8 - - - 101 49.0 K= 5. 60 19.1 24.5 102 49.0 K= 5. 60 19.0 24.4 103 49.0 K= 5. 60 18.8 24.3 104 49.0 K= 5. 60 18.6 24.2 105 49.0 K= 5. 60 18.6 24.1 106 49.0 K= 5. 60 18.4 24.0 107 49.0 K= 5. 60 18.5 24.1 108 49.0 K= 5. 60 18.4 24.0 109 49.0 K= 5. 60 18.7 24.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 58.7 SOURCE -18.0 58.7 217. 9 2 8.000 3E:54.0 159.00 3.5 1 -10.0 55.1 217. 9 7.981 3T105.0 309.00 0.001 0.2 Pipe: 2 0.0 0.0 8.00 120 55.1 1 -10.0 55.1 217. 9 3 8.000 2E:36.0 36.00 0.0 2 -10.0 55.0 217. 9 7.981 44.00 0.001 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 55.0 217 .9 4 6.0 psi, 217.9 gpm 3 -10.0 49.0 217.9 Pipe: 4 0.0 0.0 4 .00 120 49.0 3 -10.0 49.0 217.9 5 8.000 ---- 0.00 0.0 4 -10.0 49.0 217.9 7.981 4.00 0.001 0.0 Pipe: 5 0.0 0.0 12.00 120 49.0 4 -10.0 49.0 217.9 6 6.000 2E:28.0 56.00 3.5 5 -2.0 45.4 217.9 6.065 A:28.0 68.00 0.002 0.1 Pipe: 6 0.0 0.0 140.00 120 45.4 5 -2.0 45.4 217.9 7 6.000 5E:70.0 100.00 0.0 6 -2.0 44 .9 217.9 6.065 T:30.0 240.00 0.002 0.5 Pipe: 7 0.0 0.0 4.00 120 44.9 6 -2.0 44.9 217. 9 8 6.000 G: 3.0 3.00 0.0 7 -2.0 44.9 217. 9 6.065 7.00 0.002 0.0 Pipe: 8 0.0 0.0 20.00 120 44.9 7 -2.0 44. 9 217 .9 9 6.000 E:14.0 14.00 7.8 8 16.0 37.0 217.9 6.065 34.00 0.002 0.1 Pipe: 9 0.0 0.0 16.00 120 37.0 8 16.0 37.0 217.9 12 6.000 3E:42.0 42.00 0.0 9 16.0 36.9 217.9 6.065 58.00 0.002 0.1 Pipe: 10 0.0 0.0 35.00 120 36. 9 9 16.0 36.9 217.9 13 6.000 E:14.0 14.00 14.3 12 49.0 22.5 217.9 6.065 49.00 0.002 0.1 Pipe: 11 0.0 0.0 ETCG 4.00 120 22.5 12 49.0 22.5 217.9 14 3.000 39.00 0.0 13 49.0 20.0 217.9 3.068 43.00 0.058 2.5 Pipe: 12 0.0 48. 9 101 10.00 120 20.0 13 49.0 20.0 169.0 15 3.000 ---- 0.00 0.0 14 49.0 19.4 217.9 3.068 10.00 0.058 0.6 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 48.4 103 10.00 120 19.4 14 49.0 19.4 120.5 16 3.000 ---- 0.00 0.0 15 49.0 19.1 169.0 3.068 10.00 0.036 0.4 Pipe: 14 0.0 48.2 105 10.00 120 19.1 15 49.0 19.1 72.3 17 3.000 ---- 0.00 0.0 16 49.0 18.9 120.5 3.068 10.00 0.019 0.2 Pipe: 15 0.0 48.1 107 10.00 120 18.9 16 49.0 18. 9 24.2 18 3.000 ---- 0.00 0.0 17 49.0 18.8 72.3 3.068 10.00 0.008 0.1 Pipe: 16 0.0 0.0 8.00 120 18.8 17 49.0 18.8 24.2 109 3.000 ---- 0.00 0.0 18 49.0 18.8 24.2 3.068 8.00 0.001 0.0 Pipe: 23 5.60 24.5 Disch 2.00 120 19.4 14 49.0 19.4 24.4 102 2.000 T:10.0 10.00 0.0 101 49.0 19.1 48.9 2.067 12.00 0.025 0.3 Pipe: 24 5.60 24.4 Disch 12.00 120 19.1 101 49.0 19.1 0.0 2.000 T:10.0 10.00 0.0 102 49.0 19.0 24.4 2.067 22.00 0.007 0.2 Pipe: 25 5. 60 24.3 Disch 2.00 120 19.1 15 49.0 19.1 24.2 104 2.000 T:10.0 10.00 0.0 103 49.0 18.8 48.4 2 .067 12.00 0.025 0.3 Pipe: 26 5. 60 24.2 Disch 12.00 120 18.8 103 49.0 18.8 0.0 2.000 T:10.0 10.00 0.0 104 49.0 18. 6 24 .2 2.067 22.00 0.007 0.1 Pipe: 27 5.60 24.1 Disch 2.00 120 18. 9 16 49.0 18.9 24 .0 106 2.000 T:10.0 10.00 0.0 105 49.0 18.6 48.2 2.067 12.00 0.024 0.3 Pipe: 28 5.60 24.0 Disch 12.00 120 18.6 105 49.0 18.6 0.0 2.000 T:10.0 10.00 0.0 106 49.0 18.4 24.0 2.067 22.00 0.007 0.1 Pipe: 29 5.60 24.1 Disch 2.00 120 18.8 17 49.0 18.8 24.0 108 2.000 T:10.0 10.00 0.0 107 49.0 18.5 48.1 2.067 12.00 0.024 0.3 Pipe: 30 5.60 24.0 Disch 12.00 120 18.5 107 49.0 18.5 0.0 2.000 T:10.0 10.00 0.0 108 49.0 18.4 24 .0 2.067 22.00 0.007 0.1 Pipe: 31 5.60 24.2 Disch 2.00 120 18.8 18 49.0 18.8 0.0 2.000 T:10.0 10.00 0.0 109 49.0 18.7 24.2 2.067 12.00 0.007 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.5 ft/sec at pipe 11. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 78. 95 psi with a flow of 548.25 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 1 ROBERT W. SULLIVAN, INC. 529 MAIN STREET SUITE 203 BOSTON,MA 02129 HYDRAULIC CALCULATIONS FOR Hotel Salem - Mechanical Mezzanine PLTH OFF 209 Essex Street g�e� PAUL D. Salem, MA g SULLIVAN FIRE PROTECTION FILE NUMBER: 160315.00 N0.40402 DATE: October 13, 2016 �dc 9E'gTE E. `-DESIGN DATA- pNAL-�---'� OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 2 DENSITY: 0.2 gpm/sq. ft. AREA OF APPLICATION: 725 sq. ft. (Entire Room) COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 217. 9 gpm TOTAL WATER REQUIRED (including hose) : 467. 9 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 80.00 1 l Available pressure lA 79.22 psi @ 467.9 gpm A "•••...... 2 §Required pressure G - - - 58. 69 psi @ 467.9 gpm E 60.0 2A 1A AAvail. OnSite Demand Press. I P 79.22 psi @ 217 .9 gpm R E 2A lReq. OnSite Demand Press. S S 58.69 psi @ 217.9 gpm U 40.0 R A. Source Supply Curve E B. System Demand Curve C. Available at Source p s 20.0 i ) 0.0 ... ....... .......... ..............,„................. ..., -14.7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.2 467.9 58.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 467.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 217.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 58.7 217.9 1 -10.0 - - - - 55.1 - - - 2 -10.0 - - - - 55.0 - - - 3 -10.0 - - - - 49.0 - - - 4 -10.0 - - - - 49.0 - - - 5 -2.0 - - - - 45.4 - - - 6 -2.0 - - - - 44. 9 - - - 7 -2.0 - - - - 44.9 - - - 8 16.0 - - - - 37.0 - - - 9 16.0 - - - - 36.9 - - - 13 49.0 - - - - 20.0 - - - 12 49.0 - - - - 22.5 - - - 14 49.0 - - - - 19.4 - - - 15 49.0 - - - - 19.1 - - - 16 49.0 - - - - 18.9 - - - 17 49.0 - - - - 18.8 - - - 18 49.0 - - - - 18.8 - - - 101 49.0 K= 5. 60 19.1 24.5 102 49.0 K= 5. 60 19.0 24.4 103 49.0 K= 5. 60 18.8 24.3 104 49.0 K= 5.60 18.6 24.2 105 49.0 K= 5.60 18.6 24.1 106 49.0 K= 5.60 18.4 24.0 107 49.0 K= 5.60 18.5 24.1 108 49.0 K= 5.60 18.4 24 .0 109 49.0 K= 5.60 18.7 24 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 58.7 SOURCE -18.0 58.7 217.9 2 8.000 3E:54.0 159.00 3.5 1 -10.0 55.1 217.9 7. 981 3T105.0 309.00 0.001 0.2 Pipe: 2. 0.0 0.0 8.00 120 55.1 1 -10.0 55.1 217.9 3 8.000 2E:36.0 36.00 0.0 2 -10.0 55.0 217.9 7.981 44.00 0.001 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 55.0 217.9 4 6.0 psi, 217.9 gpm 3 -10.0 49.0 217. 9 Pipe: 4 0.0 0.0 4.00 120 49.0 3 -10.0 49.0 217. 9 5 8.000 ---- 0.00 0.0 4 -10.0 49.0 217. 9 7.981 4.00 0.001 0.0 Pipe: 5 0.0 0.0 12.00 120 49.0 4 -10.0 49.0 217.9 6 6.000 2E:28.0 56.00 3.5 5 -2.0 45.4 217.9 6.06E A:28.0 68.00 0.002 0.1 Pipe: 6 0.0 0.0 140.00 120 45.4 5 -2.0 45.4 217 .9 7 6.000 5E:70.0 100.00 0.0 6 -2.0 44.9 217 .9 6.065 T:30.0 240.00 0.002 0.5 Pipe: 7 0.0 0.0 4 .00 120 44.9 6 -2 .0 44. 9 217.9 8 6.000 G: 3.0 3.00 0.0 7 -2.0 44. 9 217.9 6.065 7 .00 0.002 0.0 Pipe: 8 0.0 0.0 20.00 120 44 .9 7 -2.0 44 .9 217.9 9 6.000 E:14.0 14 .00 7.8 8 16.0 37 .0 217.9 6.065 34.00 0.002 0.1 Pipe: 9 0.0 0.0 16.00 120 37.0 8 16.0 37.0 217.9 12 6.000 3E:42.0 42.00 0.0 9 16.0 36.9 217.9 6.065 58.00 0.002 0.1 Pipe: 10 0.0 0.0 35.00 120 36.9 9 16.0 36.9 217. 9 13 6.000 E:14.0 14.00 14.3 12 49.0 22.5 217. 9 6.065 49.00 0.002 0.1 Pipe: 11 0.0 0.0 ETCG 4.00 120 22.5 12 49.0 22.5 217 .9 14 3.000 39.00 0.0 13 49.0 20.0 217 .9 3.068 43.00 0.058 2.5 Pipe: 12 0.0 48.9 101 10.00 120 20.0 13 49.0 20.0 169.0 15 3.000 ---- 0.00 0.0 14 49.0 19.4 217.9 3.068 10.00 0.058 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF - JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 48.4 103 10.00 120 19.4 14 49.0 19.4 120.5 16 3.000 ---- 0.00 0.0 15 49.0 19.1 169.0 3.068 10.00 0.036 0.4 Pipe: 14 0.0 48.2 105 10.00 120 19.1 15 49.0 19.1 72.3 17 3.000 ---- 0.00 0.0 16 49.0 18.9 120.5 3.068 10.00 0.019 0.2 Pipe: 15 0.0 48.1 107 10.00 120 18. 9 16 49.0 18.9 24.2 18 3.000 ---- 0.00 0.0 17 49.0 18.8 72.3 3.068 10.00 0.008 0.1 Pipe: 16 0.0 0.0 8.00 120 18.8 17 49.0 18.8 24 .2 109 3.000 ---- 0.00 0.0 18 49.0 18.8 24.2 3.068 8.00 0.001 0.0 Pipe: 23 5.60 24 .5 Disch 2.00 120 19.4 14 49.0 19.4 24 .4 102 2.000 T:10.0 10.00 0.0 101 49.0 19.1 48.9 2.067 12.00 0.025 0.3 Pipe: 24 5.60 24.4 Disch 12.00 120 19.1 101 49.0 19.1 0.0 2.000 T:10.0 10.00 0.0 102 49.0 19.0 24.4 2.067 22.00 0.007 0.2 Pipe: 25 5.60 24.3 Disch 2.00 120 19.1 15 49.0 19.1 24.2 104 2.000 T:10.0 10.00 0.0 103 49.0 18.8 48.4 2.067 12.00 0.025 0.3 Pipe: 26 5.60 24.2 Disch 12.00 120 18.8 103 49.0 18.8 0.0 2.000 T:10.0 10.00 0.0 104 49.0 18.6 24.2 2.067 22.00 0.007 0.1 Pipe: 27 5. 60 24.1 Disch 2.00 120 18. 9 16 49.0 18. 9 24.0 106 2.000 T:10.0 10.00 0.0 105 49.0 18. 6 48.2 2.067 12.00 0.024 0.3 Pipe: 28 5.60 24 .0 Disch 12.00 120 18.6 105 49.0 18.6 0.0 2.000 T:10.0 10.00 0.0 106 49.0 18.4 24.0 2.067 22.00 0.007 0.1 Pipe: 29 5.60 24.1 Disch 2.00 120 18.8 17 49.0 18.8 24.0 108 2.000 T:10.0 10.00 0.0 107 49.0 18.5 48.1 2.067 12.00 0.024 0.3 Pipe: 30 5.60 24.0 Disch 12.00 120 18.5 107 49.0 18.5 0.0 2.000 T:10.0 10.00 0.0 108 49.0 18.4 24.0 2.067 22.00 0.007 0.1 Pipe: 31 5.60 24.2 Disch 2.00 120 18.8 18 49.0 18.8 0.0 2.000 T:10.0 10.00 0.0 109 49.0 18.7 24.2 2.067 12.00 0.007 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.5 ft/sec at pipe 11. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 78.95 psi with aflow of 548.25 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVIv BfyVly GatVly AlmChk DPVly NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7 .981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 ROBERT W. SULLIVAN, INC. 529 MAIN STREET SUITE 203 BOSTON,MA 02129 HYDRAULIC CALCULATIONS FOR Hotel Salem - Mechanical Mezzanine �0 PAUL 209 Essex Street g 6ULUVA K, Salem, MA PIpE PROVc " N6.4040.2 FILE NUMBER: 160315.00 q90,,.g�CS'!$TP DATE: October 13, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 2 DENSITY: 0.2 gpm/sq. ft. AREA OF APPLICATION: 725 sq. ft. (Entire Room) COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 217.9 gpm TOTAL WATER REQUIRED (including hose) : 467.9 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE 4 38030982 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 80.00 1 j Available pressure lA 79.22 psi @ 467.9 gpm G '•� .� ...... A • . _ ••....... 2 l Required pressure G 58.69 psi @ 467.9 gpm E 60.0 2A lA Avail. OnSite Demand Press. I P R 79.22 psi @ 217.9 gpm E S 2A Req. OnSite Demand Press. S 58.69 psi @ 217.9 gpm U 40.0 R A. Source Supply Curve E B. System Demand Curve C. Available at Source p s 20.0 i 0.0 . ................................ ......................... -14.7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.2 467. 9 58.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 467.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 217.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 58.7 217.9 1 -10.0 - - - - 55.1 - - - 2 -10.0 - - - - 55.0 - - - 3 -10.0 - - - - 49.0 - - - 4 -10.0 - - - - 49.0 - - - 5 -2.0 - - - - 45.4 - - - 6 -2.0 - - - - 44.9 - - - 7 -2.0 - - - - 44.9 - - - 8 16.0 - - - - 37.0 - - - 9 16.0 - - - - 36.9 - - - 13 49.0 - - - - 20.0 - - - 12 49.0 - - - - 22.5 - - - 14 49.0 - - - - 19.4 - - - 15 49.0 - - - - 19.1 - - - 16 49.0 - - - - 18.9 - - - 17 49.0 - - - - 18.8 - - - 18 49.0 - - - - 18.8 - - - 101 49.0 K- 5. 60 19.1 24.5 102 49.0 K= 5. 60 19.0 24.4 103 49.0 K= 5. 60 18.8 24.3 104 49.0 K= 5.60 18. 6 24.2 105 49.0 K= 5.60 18.6 24.1 106 49.0 K= 5.60 18.4 24.0 107 49.0 K= 5.60 18.5 24.1 108 49.0 K= 5.60 18.4 24.0 109 49.0 K= 5.60 18.7 24.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act IO (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 58.7 SOURCE -18.0 58.7 217. 9 2 8.000 3E:54.0 159.00 3.5 1 -10.0 55.1 217.9 7.981 3T105.0 309.00 0.001 0.2 Pipe: 2 0.0 0.0 8.00 120 55.1 1 -10.0 55.1 217 .9 3 8.000 2E:36.0 36.00 0.0 2 -10.0 55.0 217.9 7. 981 44.00 0.001 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 55.0 217.9 4 6.0 psi, 217. 9 gpm 3 -10.0 49.0 217.9 Pipe: 4 0.0 0.0 4.00 120 49.0 3 -10.0 49.0 217.9 5 8.000 ---- 0.00 0.0 4 -10.0 49.0 217. 9 7.981 4.00 0.001 0.0 Pipe: 5 0.0 0.0 12.00 120 49.0 4 -10.0 49.0 217.9 6 6.000 2E:28.0 56.00 3.5 5 -2.0 45.4 217 .9 6.065 A:28.0 68.00 0.002 0.1 Pipe: 6 0.0 0.0 140.00 120 45.4 5 -2.0 45.4 217.9 7 6.000 5E:70.0 100.00 0.0 6 -2.0 44.9 217.9 6.065 T:30.0 240.00 0.002 0.5 Pipe: 7 0.0 0.0 4.00 120 44 .9 6 -2.0 44.9 217.9 8 6.000 G: 3.0 3.00 0.0 7 -2.0 44.9 217.9 6.065 7.00 0.002 0.0 Pipe: 8 0.0 0.0 20.00 120 44 .9 7 -2.0 44.9 217. 9 9 6.000 E:14 .0 14 .00 7.8 8 16.0 37 .0 217.9 6.065 34 .00 0.002 0.1 Pipe: 9 0.0 0.0 16.00 120 37.0 8 16.0 37.0 217.9 12 6.000 3E:42.0 42.00 0.0 9 16.0 36.9 217.9 6.065 58.00 0.002 0.1 Pipe: 10 0.0 0.0 35.00 120 36.9 9 16.0 36.9 217.9 13 6.000 E:14.0 14.00 14.3 12 49.0 22.5 217.9 6.065 49.00 0.002 0.1 Pipe: 11 0.0 0.0 ETCG 4.00 120 22.5 12 49.0 22.5 217. 9 14 3.000 39.00 0.0 13 49.0 20.0 217. 9 3.068 43.00 0.058 2.5 Pipe: 12 0.0 48.9 101 10.00 120 20.0 13 49.0 20.0 169.0 15 3.000 ---- 0.00 0.0 14 49.0 19.4 217.9 3.068 10.00 0.058 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MEC,H-MEZZ_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 48.4 103 10.00 120 19.4 14 49.0 19.4 120.5 16 3.000 ---- 0.00 0.0 15 49.0 19.1 169.0 3.068 10.00 0.036 0.4 Pipe: 14 0.0 48.2 105 10.00 120 19.1 15 49.0 19.1 72.3 17 3.000 ---- 0.00 0.0 16 49.0 18.9 120.5 3.068 10.00 0.019 0.2 Pipe: 15 0.0 48.1 107 10.00 120 18.9 16 49.0 18.9 24.2 18 3.000 ---- 0.00 0.0 17 49.0 18.8 72.3 3.068 10.00 0.008 0.1 Pipe: 16 0.0 0.0 8.00 120 18.8 17 49.0 18.8 24.2 109 3.000 ---- 0.00 0.0 18 49.0 18.8 24.2 3.068 8.00 0.001 0.0 Pipe: 23 5.60 24.5 Disch 2.00 120 19.4 14 49.0 19.4 24 .4 102 2.000 T:10.0 10.00 0.0 101 49.0 19.1 48.9 2.067 12.00 0.025 0.3 Pipe: 24 5. 60 24.4 Disch 12.00 120 19.1 101 49.0 19.1 0.0 2.000 T:10.0 10.00 0.0 102 49.0 19.0 24.4 2.067 22.00 0.007 0.2 Pipe: 25 5.60 24 .3 Disch 2.00 120 19.1 15 49.0 19.1 24 .2 104 2.000 T:10.0 10.00 0.0 103 49.0 18.8 48.4 2.067 12.00 0.025 0.3 Pipe: 26 5. 60 24.2 Disch 12.00 120 18.8 103 49.0 18.8 0.0 2.000 T:10.0 10.00 0.0 104 49.0 18.6 24.2 2.067 22.00 0.007 0.1 Pipe: 27 5.60 24.1 Disch 2.00 120 18.9 16 49.0 18.9 24.0 106 2.000 T:10.0 10.00 0.0 105 49.0 18.6 48.2 2.067 12.00 0.024 0.3 Pipe: 28 5. 60 24.0 Disch 12.00 120 18.6 105 49.0 18.6 0.0 2.000 T:10.0 10.00 0.0 106 49.0 18.4 24.0 2.067 22.00 0.007 0.1 Pipe: 29 5.60 24.1 Disch 2.00 120 18.8 17 49.0 18.8 24 .0 108 2.000 T:10.0 10.00 0.0 107 49.0 18.5 48.1 2.067 12.00 0.024 0.3 Pipe: 30 5.60 24.0 Disch 12.00 120 18.5 107 49.0 18.5 0.0 2.000 T:10.0 10.00 0.0 108 49.0 18.4 24.0 2.067 22.00 0.007 0.1 Pipe: 31 5.60 24.2 Disch 2.00 120 18.8 18 49.0 18.8 0.0 2.000 T:10.0 10.00 0.0 109 49.0 18.7 24 .2 2 .067 12.00 0.007 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_MECH-MEZZ_KEN.SDF JOB TITLE: NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.5 ft/sec at pipe 11. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 78. 95 psi with a flow of 548.25 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7 .981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 ROBERT W. SULLIVAN, INC. 529 MAIN STREET SUITE 203 BOSTON,MA 02129 HYDRAULIC CALCULATIONS FOR �P0N OF P4q Hotel Salem - Penthouse PAULD. G� SULLIVAN R` 209 Essex Street '� Salem, MA FIREPAOTPCTI i No.40402 FILE NUMBER: 160315.00 DATE: October 13, 2016 f`, %gNgl -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 1 DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 500 sq. ft. (Entire Space) COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 111 .6 gpm TOTAL WATER REQUIRED (including hose) : 361.6 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 80 0 1 j Available pressure lA 79.51 psi @ 361.6 gpm G ...��� .......... A ��'•••..... 2 §Required pressure U G 61.28 psi @ 361. 6 gpm E 6(2A) lA §Avail. OnSite Demand Press. P I R 79.51 psi @ 111.6 gpm E S 2A Req. OnSite Demand Press. S 40 U 61.28 psi @ 111.6 gpm U R A. Source Supply Curve E B. System Demand Curve C. Available at Source p s 20.0 i 0.0 ..................,,,,,,,,,,, -14 .7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.5 361. 6 61.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 361. 6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 111. 6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 61.3 111 .6 1 -10.0 - - - - 57.8 - - - 2 -10.0 - - - - 57.8 - - - 3 -10.0 - - - - 51.8 - - - 4 -10.0 - - - - 51.8 - - - 5 -2.0 - - - - 48.3 - - - 5A -2.0 - - - - 48.2 - - - 60 -2.0 - - - - 47.9 - - - 61 -2.0 - - - - 47.9 - - - 62 16.0 - - - - 39.9 - - - 63 16.0 - - - - 39.8 - - - 64 30.0 - - - - 33.6 - - - 65 30.0 - - - - 33.5 - - - 66 49.0 - - - - 25.1 - - - 67 49.0 - - - - 24.7 - - - 68 59.0 - - - - 20.4 - - - 69 59.0 - - - - 19.6 - - - 70 59.0 - - - - 17.0 - - - 71 59.0 - - - - 13.6 - - - 72 59.0 - - - - 13.0 - - - 73 59.0 - - - - 12.1 - - - 74 59.0 - - - - 11.8 - - - 301 59.0 K= 5.60 11.9 19.3 302 59.0 K= 5.60 10. 9 18.5 303 59.0 K= 5.60 11.4 18.9 304 59.0 K= 5. 60 10.4 18.1 305 59.0 K= 5. 60 11.3 18.8 306 59.0 K= 5. 60 10.3 18.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) FT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 61.3 SOURCE -18.0 61.3 111.6 2 8.000 3E:54 .0 159.00 3.5 1 -10.0 57.8 111. 6 7. 981 3T105.0 309.00 0.000 0.0 Pipe: 2 0.0 0.0 8.00 120 57.8 1 -10.0 57.8 111. 6 3 8.000 2E:36.0 36.00 0.0 2 -10.0 57.8 111. 6 7. 981 44.00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 57.8 111. 6 4 6.0 psi, 111.6 gpm 3 -10.0 51.8 111. 6 Pipe: 4 0.0 0.0 4.00 120 51.8 3 -10.0 51.8 111.6 5 8.000 ---- 0.00 0.0 4 -10.0 51.8 111.6 7. 981 4.00 0.000 0.0 Pipe: 5 0.0 0.0 12.00 120 51.8 4 -10.0 51.8 111.6 5A 6.000 2E:28.0 56.00 3.5 5 -2.0 48.3 111 .6 6.065 A:28.0 68.00 0.001 0.0 Pipe: 6 0.0 0.0 60.00 120 48.3 5 -2.0 48.3 111.6 60 6.000 3E:42.0 72.00 0.0 5A -2.0 48.2 111.6 6.065 T:30.0 132.00 0.001 0.1 Pipe: 7 0.0 0.0 48.00 120 48.2 5A -2.0 48.2 111 .6 61 4.000 G: 2.0 2.00 0.0 60 -2.0 47. 9 111 .6 4.026 50.00 0.004 0.2 Pipe: 8 0.0 0.0 4.00 120 47.9 60 -2.0 47.9 111.6 62 4.000 E:10.0 10.00 0.0 61 -2.0 47.9 111.6 4.026 14.00 0.004 0.1 Pipe: 9 0.0 0.0 20.00 120 47. 9 61 -2 .0 47.9 111.6 63 4 .000 3E:30.0 30.00 7.8 62 16.0 39.9 111.6 4 .026 50.00 0.004 0.2 Pipe: 10 0.0 0.0 5.00 120 39. 9 62 16.0 39.9 111.6 64 4.000 E:10.0 10.00 0.0 63 16.0 39.8 111.6 4 .026 15.00 0.004 0.1 Pipe: 11 0.0 0.0 20.00 120 39.8 63 16.0 39.8 111.6 65 4.000 E:10.0 10.00 6.1 64 30.0 33.6 111.6 4 .026 30.00 0.004 0.1 Pipe: 12 0.0 0.0 12.00 120 33.6 64 30.0 33.6 111.6 66 4.000 2E:20.0 20.00 0.0 65 30.0 33.5 111.6 4.026 32.00 0.004 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 20.00 120 33.5 65 30.0 33.5 111.6 67 4.000 E:10.0 10.00 8.2 66 49.0 25.1 111 .6 4.026 30.00 0.004 0.1 Pipe: 14 0.0 0.0 25.00 120 25.1 66 49.0 25.1 111.6 68 4 .000 5E:50.0 50.00 0.0 67 49.0 24.7 111.6 4.026 75.00 0.004 0.3 Pipe: 15 0.0 0.0 12.00 120 24.7 67 49.0 24 .7 111.6 69 4.000 ---- 0.00 4.3 68 59.0 20.4 111.6 4 .026 12.00 0.004 0.1 Pipe: 16 0.0 0.0 2.00 120 20.4 68 59.0 20.4 111.6 70 2.000 E: 5.0 5.00 0.0 69 59.0 19. 6 111. 6 2.067 7.00 0.115 0.8 Pipe: 17 0.0 0.0 E: 5.0 5.00 120 19.6 69 59.0 19. 6 111.6 71 2.000 C:11 .0 17.00 0.0 70 59.0 17.0 111. 6 2.067 G: 1.0 22.00 0.115 2.5 Pipe: 18 0.0 18.5 302 15.00 120 17.0 70 59.0 17.0 73.8 72 2.000 3E:15.0 15.00 0.0 71 59.0 13.6 111.6 2.067 30.00 0.115 3.5 Pipe: 19 0.0 18.1 304 10.00 120 13. 6 71 59.0 13.6 36.8 73 2.000 ---- 0.00 0.0 72 59.0 13.0 73.8 2.067 10.00 0.054 0.5 Pipe: 20 0.0 18.8 305 10.00 120 13.0 72 59.0 13.0 18.0 74 1.500 2E: 8.0 8.00 0.0 73 59.0 12.1 36.8 1.610 18.00 0.050 0.9 Pipe: 21 0.0 0.0 15.00 120 12.1 73 59.0 12.1 18.0 306 1.500 2E: 8.0 8.00 0.0 74 59.0 11.8 18.0 1.610 23.00 0.013 0.3 Pipe: 23 5.60 19.3 Disch 2.00 120 13. 6 71 59.0 13.6 0.0 1.000 E: 2.0 12.00 0.0 301 59.0 11.9 19.3 1.049 2T:10.0 14 .00 0.122 1.7 Pipe: 24 5.60 18.5 Disch 12.00 120 13.6 71 59.0 13.6 0.0 1.000 E: 2.0 12.00 0.0 302 59.0 10.9 18.5 1.049 2T:10.0 24.00 0.112 2.7 Pipe: 25 5. 60 18. 9 Disch 2.00 120 13.0 72 59.0 13.0 0.0 1.000 E: 2.0 12.00 0.0 303 59.0 11.4 18. 9 1.049 2T:10.0 14.00 0.117 1. 6 Pipe: 26 5.60 18.1 Disch 12.00 120 13.0 72 59.0 13.0 0.0 1.000 E: 2.0 12.00 0.0 304 59.0 10.4 18.1 1.049 2T:10.0 24.00 0.108 2.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 27 5.60 18.8 Disch 2.00 120 12.1 73 59.0 12.1 0.0 1.000 T: 5.0 5.00 0.0 305 59.0 11.3 18.8 1 .049 7.00 0.117 0.8 Pipe: 28 5. 60 18.0 Disch 12.00 120 11.8 74 59.0 11.8 0.0 1.000 E: 2.0 2.00 0.0 306 59.0 10.3 18.0 1.049 14.00 0.107 1.5 NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.054 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 16. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 79.41 psi with a flow of 402.59 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.610 4.00 8.00 2.00 9.00 6.00 1 .00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7 .981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 61 ROBERT W. SULLIVAN, INC. 529 MAIN STREET SUITE 203 BOSTON,MA 02129 HYDRAULIC CALCULATIONS �SNOF FOR PAULD yG g SULLIVA FIRE PR©TED Hotel Salem - Penthouse No A0402 209 Essex Street Salem, MA O,- �'AT !aIV FILE NUMBER: 160315.00 DATE: October 13, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 1 DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 500 sq. ft. (Entire Space) COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 111.6 gpm TOTAL WATER REQUIRED (including hose) : 361.6 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. J i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 80 0 1 §Available pressure lA 79.51 psi @ 361.6 gpm G •.. .. A • . .......... 2 §Required pressure . . U G ' 61.28 psi @ 361.6 gpm E 6(2A) lA IAvail. OnSite Demand Press. P IR 79.51 psi @ 111.6 gpm E B 2A lReq. OnSite Demand Press. S 90 0 61.28 psi @ 111. 6 gpm U R A. Source Supply Curve E B. System Demand Curve C. Available at Source p s 20.0 i 0.0 .. ....................... -14.7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTH0USE_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.5 361. 6 61.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 361. 6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 111. 6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 61.3 111 .6 1 -10.0 - - - - 57 .8 - - - 2 -10.0 - - - - 57.8 - - - 3 -10.0 - - - - 51 .8 - - - 4 -10.0 - - - - 51.8 - - - 5 -2.0 - - - - 48.3 - - - 5A -2.0 - - - - 48.2 - - - 60 -2.0 - - - - 47.9 - - - 61 -2.0 - - - - 47.9 - - - 62 16.0 - - - - 39.9 - - - 63 16.0 - - - - 39.6 - - - 64 30.0 - - - - 33.6 - - - 65 30.0 - - - - 33.5 - - - 66 49.0 - - - - 25.1 - - - 67 49.0 - - - - 24.7 - - - 68 59.0 - - - - 20.4 - - - 69 59.0 - - - - 19.6 - - - 70 59.0 - - - - 17.0 - - - 71 59.0 - - - - 13.6 - - - 72 59.0 - - - - 13.0 - - - 73 59.0 - - - - 12.1 - - - 74 59.0 - - - - 11.8 - - - 301 59.0 K= 5. 60 11.9 19.3 302 59.0 K= 5. 60 10.9 18.5 303 59.0 K= 5. 60 11.4 18.9 304 59.0 K= 5. 60 10.4 18.1 305 59.0 K= 5. 60 11.3 18.8 306 59.0 K= 5.60 10.3 18.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 61.3 SOURCE -18.0 61.3 111.6 2 8.000 3E:54.0 159.00 3.5 1 -10.0 57.8 111.6 7 .981 3T105.0 309.00 0.000 0.0 Pipe: 2 0.0 0.0 8.00 120 57.8 1 -10.0 57.8 111.6 3 8.000 2E:36.0 36.00 0.0 2 -10.0 57.8 111.6 7.981 44 .00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 57.8 111.6 4 6.0 psi, 111.6 gpm 3 -10.0 51.8 111. 6 Pipe: 4 0.0 0.0 4.00 120 51.8 3 -10.0 51.8 111.6 5 8.000 ---- 0.00 0.0 4 -10.0 51.8 111 .6 7.981 4.00 0.000 0.0 Pipe: 5 0.0 0.0 12.00 120 51.8 4 -10.0 51.8 111.6 5A 6.000 2E:28.0 56.00 3.5 5 -2.0 48.3 111.6 6.065 A:28.0 68.00 0.001 0.0 Pipe: 6 0.0 0.0 60.00 120 48.3 5 -2.0 48.3 111.6 60 6.000 3E:42.0 72.00 0.0 5A -2.0 48.2 111.6 6.065 T:30.0 132.00 0.001 0.1 Pipe: 7 0.0 0.0 48.00 120 48.2 5A -2.0 48.2 111. 6 61 4.000 G: 2.0 2.00 0.0 60 -2 .0 47.9 111. 6 4.026 50.00 0.004 0.2 Pipe: 8 0.0 0.0 4 .00 120 47.9 60 -2.0 47.9 111.6 62 4.000 E:10.0 10.00 0.0 61 -2.0 47.9 111.6 4.026 14.00 0.004 0.1 Pipe: 9 0.0 0.0 20.00 120 47. 9 61 -2.0 47.9 111.6 63 4 .000 3E:30.0 30.00 7.8 62 16.0 39.9 111.6 4 .026 50.00 0.004 0.2 Pipe: 10 0.0 0.0 5.00 120 39.9 62 16.0 39.9 111.6 64 4.000 E:10.0 10.00 0.0 63 16.0 39.8 111. 6 4 .026 15.00 0.004 0.1 Pipe: 11 0.0 0.0 20.00 120 39.8 63 16.0 39.8 111.6 65 4.000 E:10.0 10.00 6.1 64 30.0 33. 6 111 .6 4.026 30.00 0.004 0.1 Pipe: 12 0.0 0.0 12.00 120 33.6 64 30.0 33.6 111.6 - 66 4 .000 2E:20.0 20.00 0.0 65 30.0 33.5 111.6 4 .026 32.00 0.004 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes , To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 20.00 120 33.5 65 30.0 33.5 111. 6 67 4.000 E:10.0 10.00 8.2 66 49.0 25.1 111. 6 4.026 30.00 0.004 0.1 Pipe: 14 0.0 0.0 25.00 120 25.1 66 49.0 25.1 111.6 68 4.000 5E:50.0 50.00 0.0 67 49.0 24.7 111.6 4.026 75.00 0.004 0.3 Pipe: 15 0.0 0.0 12.00 120 24.7 67 49.0 24.7 111.6 69 4.000 ---- 0.00 4.3 68 59.0 20.4 111.6 4.026 12.00 0.004 0.1 Pipe: 16 0.0 0.0 2.00 120 20.4 68 59.0 20.4 111.6 70 2.000 E: 5.0 5.00 0.0 69 59.0 19.6 111.6 2.067 7.00 0.115 0.8 Pipe: 17 0.0 0.0 E: 5.0 5.00 120 19.6 69 59.0 19.6 111.6 71 2.000 C:11.0 17.00 0.0 70 59.0 17 .0 111. 6 2.067 G: 1.0 22.00 0.115 2.5 Pipe: 18 0.0 18.5 302 15.00 120 17.0 70 59.0 17.0 73.8 72 2.000 3E:15.0 15.00 0.0 71 59.0 13.6 111. 6 2.067 30.00 0.115 3.5 Pipe: 19 0.0 18.1 304 10.00 120 13.6 71 59.0 13.6 36.8 73 2.000 ---- 0.00 0.0 72 59.0 13.0 73.8 2.067 10.00 0.054 0.5 Pipe: 20 0.0 18.8 305 10.00 120 13.0 72 59.0 13.0 18.0 74 1.500 2E: 8.0 8.00 0.0 73 59.0 12.1 36.8 1.610 18.00 0.050 0.9 Pipe: 21 0.0 0.0 15.00 120 12.1 73 59.0 12.1 18.0 306 1.500 2E: 8.0 8.00 0.0 74 59.0 11.8 18.0 1.610 23.00 0.013 0.3 Pipe: 23 5.60 19.3 Disch 2.00 120 13.6 71 59.0 13.6 0.0 1.000 E: 2.0 12.00 0.0 301 59.0 11.9 19.3 1.049 2T:10.0 14.00 0.122 1.7 Pipe: 24 5.60 18.5 Disch 12.00 120 13. 6 71 59.0 13. 6 0.0 1.000 E: 2.0 12.00 0.0 302 59.0 10. 9 18.5 1.049 2T:10.0 24.00 0.112 2.7 Pipe: 25 5.60 18.9 Disch - 2.00 120 13.0 72 59.0 13.0 0.0 1.000 E: 2.0 12.00 0.0 303 59.0 11.4 18.9 1.049 2T:10.0 14.00 0.117 1.6 Pipe: 26 5.60 18.1 Disch 12.00 120 13.0 72 59.0 13.0 0.0 1.000 E: 2.0 12.00 0.0 304 59.0 10.4 18.1 1.049 2T:10.0 24.00 0.108 2.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: Pipe Tag K-£ac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 27 5.60 18.8 Disch 2.00 120 12.1 73 59.0 12.1 0.0 1.000 T: 5.0 5.00 0.0 305 59.0 11.3 18.8 1.049 7.00 0.117 0.8 Pipe: 28 5.60 18.0 Disch 12.00 120 11.8 74 59.0 11.8 0.0 1.000 E: 2.0 2.00 0.0 306 59.0 10.3 18.0 1 .049 14.00 0.107 1.5 NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.054 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 16. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 79.41 psi with a flow of 402.59 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly B£yVly GatVly A1mChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.610 4 .00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7 .981 18.00 35.00 13.00 45.00 12.00 4 .00 31.00 31.00 35.00 i ROBERT W. SULLIVAN, INC. 529 MAIN STREET SUITE 203 BOSTON,MA 02129 SN OF HYDRAULIC CALCULATIONS p� PAUL yN FOR SULLIVA FIRE PROTF N Hotel Salem - Penthouse N0'40402 209 Essex Street S Salem, MA t FILE NUMBER: 160315.00 DATE: October 13, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 1 DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 500 sq. ft. (Entire Space) COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 111.6 gpm TOTAL WATER REQUIRED (including hose) : 361.6 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: - 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 80 0 1 l Available pressure IA 79.51 psi @ 361.6 gpm G •.. .. A • . •••.....• 2 §Required pressure . . G 61.28 psi @ 361.6 gpm E 6(2A) lA §Avail. OnSite Demand Press. P I R 79.51 psi @ 111.6 gpm E S 2A l Req. OnSite Demand Press. S 61.28 psi @ 111.6 gpm U 40.0 R A. Source Supply Curve E B. System Demand Curve C. Available at Source p s 20.0 i 0.0 .... ... ... ............................................ .... -14.7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.5 361 .6 61.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 361.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 111.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 61.3 111.6 1 -10.0 - - - - 57.8 - - - 2 -10.0 - - - - 57.8 - - - 3 -10.0 - - - - 51.6 - - - 4 -10.0 - - - - 51.8 - - - 5 -2.0 - - - - 48.3 - - - 5A -2.0 - - - - 48.2 - - - 60 -2.0 - - - - 47.9 - - - 61 -2.0 - - - - 47.9 - - - 62 16.0 - - - - 39.9 - - - 63 16.0 - - - - 39.8 - - - 64 30.0 - - - - 33.6 - - - 65 30.0 - - - - 33.5 - - - 66 49.0 - - - - 25.1 - - - 67 49.0 - - - - 24.7 - - - 68 59.0 - - - - 20.4 - - - 69 59.0 - - - - 19.6 - - - 70 59.0 - - - - 17.0 - - - 71 59.0 - - - - 13.6 - - - 72 59.0 - - - - 13.0 - - - 73 59.0 - - - - 12.1 - - - 74 59.0 - - - - 11.8 - - - 301 59.0 K= 5.60 11.9 19.3 302 59.0 K= 5.60 10.9 18.5 303 59.0 K= 5.60 11.4 18.9 304 59.0 K= 5.60 10.4 18.1 305 59.0 K= 5.60 11.3 18.8 306 59.0 K= 5.60 10.3 18.0 J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) ) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 61.3 SOURCE -18.0 61.3 111 .6 2 8.000 3E:54.0 159.00 3.5 1 -10.0 57.8 111 .6 7. 981 3T105.0 309.00 0.000 0.0 Pipe: 2 0.0 0.0 8.00 120 57.8 1 -10.0 57.8 111 .6 3 8.000 2E:36.0 36.00 0.0 2 -10.0 57.8 111.6 7. 981 44.00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 57.8 111.6 4 6.0 psi, 111.6 gpm 3 -10.0 51.8 111.6 Pipe: 4 0.0 0.0 4.00 120 51.8 3 -10.0 51.8 111.6 5 8.000 ---- 0.00 0.0 4 -10.0 51.8 111.6 7.981 4.00 0.000 0.0 Pipe: 5 0.0 0.0 12.00 120 51.8 4 -10.0 51.8 111.6 5A 6.000 2E:28.0 56.00 3.5 5 -2.0 48.3 111.6 6.065 A:28.0 68.00 0.001 0.0 Pipe: 6 0.0 0.0 60.00 120 48.3 5 -2.0 48.3 111.6 60 6.000 3E:42.0 72.00 0.0 SA -2.0 48.2 111.6 6.065 T:30.0 132.00 0.001 0.1 Pipe: 7 0.0 0.0 48.00 120 48.2 5A -2.0 48.2 111. 6 61 4.000 G: 2.0 2.00 0.0 60 -2.0 47.9 111. 6 4.026 50.00 0.004 0.2 Pipe: 8 0.0 0.0 4 .00 120 47.9 60 -2 .0 47.9 111.6 62 4.000 E:10.0 10.00 0.0 61 -2 .0 47.9 111.6 4.026 14 .00 0.004 0.1 Pipe: 9 0.0 0.0 20.00 120 47.9 61 -2.0 47.9 111. 6 63 4.000 3E:30.0 30.00 7.8 62 16.0 39.9 111 .6 4.026 50.00 0.004 0.2 Pipe: 10 0.0 0.0 5.00 120 39. 9 62 16.0 39.9 111 .6 64 4.000 E:10.0 10.00 0.0 63 16.0 39.8 111.6 4.026 15.00 0.004 0.1 Pipe: 11 0.0 0.0 20.00 120 39.8 63 16.0 39.8 111.6 65 4.000 E:10.0 10.00 6.1 64 30.0 33. 6 111.6 4.026 30.00 0.004 0.1 Pipe: 12 0.0 0.0 12.00 120 33.6 64 30.0 33.6 111.6 66 4 .000 2E:20.0 20.00 0.0 65 30.0 33.5 111.6 4 .026 32.00 0.004 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTHOUSE_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 20.00 120 33.5 65 30.0 33.5 111. 6 67 4.000 E:10.0 10.00 8.2 66 49.0 25.1 111.6 4.026 30.00 0.004 0.1 Pipe: 14 0.0 0.0 25.00 120 25.1 66 49.0 25.1 111. 6 68 4.000 SE:50.0 50.00 0.0 67 49.0 24.7 111.6 4.026 75.00 0.004 0.3 Pipe: 15 0.0 0.0 12.00 120 24.7 67 49.0 24.7 111. 6 69 4.000 ---- 0.00 4.3 68 59.0 20.4 111. 6 4.026 12.00 0.004 0.1 Pipe: 16 0.0 0.0 2.00 120 20.4 68 59.0 20.4 111.6 70 2.000 E: 5.0 5.00 0.0 69 59.0 19.6 111.6 2.067 7.00 0.115 0.8 Pipe: 17 0.0 0.0 E: 5.0 5.00 120 19. 6 69 59.0 19.6 111 .6 71 2.000 C:11.0 17.00 0.0 70 59.0 17.0 111.6 2.067 G: 1.0 22.00 0.115 2.5 Pipe: 18 0.0 18.5 302 15.00 120 17.0 70 59.0 17.0 73.8 72 2.000 3E:15.0 15.00 0.0 71 59.0 13.6 111.6 2.067 30.00 0.115 3.5 Pipe: 19 0.0 18.1 304 10.00 120 13.6 71 59.0 13.6 36.8 73 2.000 ---- 0.00 0.0 72 59.0 13.0 73.8 2.067 10.00 0.054 0.5 Pipe: 20 0.0 18.8 305 10.00 120 13.0 72 59.0 13.0 18.0 74 1.500 2E: 8.0 8.00 0.0 73 59.0 12.1 36.8 1.610 18.00 0.050 0.9 Pipe: 21 0.0 0.0 15.00 120 12.1 73 59.0 12.1 18.0 306 1.500 2E: 8.0 8.00 0.0 74 59.0 11.8 18.0 1.610 23.00 0.013 0.3 Pipe: 23 5.60 19.3 Disch 2.00 120 13.6 71 59.0 13.6 0.0 1.000 E: 2.0 12.00 0.0 301 59.0 11.9 19.3 1.049 2T:10.0 14.00 0.122 1.7 Pipe: 24 5.60 18.5 Disch 12.00 120 13.6 71 59.0 13.6 0.0 1.000 E: 2.0 12.00 0.0 302 59.0 10.9 18.5 1.049 2T:10.0 24.00 0.112 2.7 Pipe: 25 5.60 18.9 Disch 2 .00 120 13.0 72 59.0 13.0 0.0 1.000 E: 2.0 12.00 0.0 303 59.0 11.4 18.9 1.049 2T:10.0 14 .00 0.117 1. 6 Pipe: 26 5. 60 16.1 Disch 12.00 120 13.0 72 59.0 13.0 0.0 1.000 E: 2.0 12.00 0.0 304 59.0 10.4 18.1 1.049 2T:10.0 24.00 0.108 2.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_PENTH0USE_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 27 5.60 18.8 Disch 2.00 120 12.1 73 59.0 12.1 0.0 1.000 T: 5.0 5.00 0.0 305 59.0 11.3 18.8 1 .049 7.00 0.117 0.8 Pipe: 28 5.60 18.0 Disch 12.00 120 11.8 74 59.0 11.8 0.0 1.000 E: 2.0 2.00 0.0 306 59.0 10.3 18.0 1.049 14.00 0.107 1.5 NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.054 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 16. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 79.41 psi with a flow of 402 .59 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14 .00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4 .00 31.00 31.00 35.00 ROBERT W. SULLIVAN, INC. 529 MAIN STREET SUITE 203 BOSTON,MA 02129 EP�J�A OF s HYDRAULIC CALCULATIONS �0�� PAULD. 9pyG SULLIVAN m FOR 0� FIRE PROTECTI No.40402 Hotel Salem - Guest Room 300 10 9F 209 Essex Street pFFSSG/STEP" Salem, MA FILE NUMBER: 160315.00 DATE: October 13, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard - Residential DENSITY: 0.1 gpm/sq. ft. AREA OF APPLICATION: 4 Remote Heads COVERAGE PER SPRINKLER: 196 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 80.1 gpm TOTAL WATER REQUIRED (including hose) : 180.1 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 8n n 1 l Available pressure 1A. 79.87 psi @ 180.1 gpm �•... A L ' �., 2 §Required pressure G 60.53 psi @ 180.1 gpm E 62A! 1A §Avail. OnSite Demand Press. P I R 79.87 psi @ 80.1 gpm E A Req. OnSite Demand Press. S 2 S 60.53 psi @ 80.1 gpm U 40.0 R A. Source Supply Curve E B. System Demand Curve C. Available at Source P s 20.0 i ) -14 .7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.9 180.1 60.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 180.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 80.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 60.5 60.1 1 -10.0 - - - - 57.0 - - - 2 -10.0 - - - - 57.0 - - - 3 -10.0 - - - - 51.0 - - - 4 -10.0 - - - - 51.0 - - - 5 -2.0 - - - - 47.5 - - - 6 -2.0 - - - - 47.5 - - - 7 -2.0 - - - - 47.5 - - - 8 16.0 - - - - 39.7 - - - 9 16.0 - - - - 39.6 - - - 11 49.0 - - - - 25.1 - - - 12 49.0 - - - - 25.3 - - - 31 49.0 - - - - 24 .8 - - - 32 49.0 - - - - 24 .3 - - - - 33 49.0 - - - - 24.2 - - - 34 49.0 - - - - 23.5 - - - 35 49.0 - - - - 23.2 - - - 36 49.0 - - - - 23.0 - - - 37 49.0 - - - - 19.6 - - - 38 49.0 - - - - 17.7 - - - 39 49.0 - - - - 16.5 - - - 40 49.0 - - - - 16.3 - - - 41 49.0 - - - - 16.1 - - - 201 41.0 K= 4.90 17.8 20.7 202 41.0 K= 4 .90 16.8 20.1 203 48.0 K= 4 .90 16.0 19.6 204 48.0 K= 4 .90 16.1 19.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 60.5 SOURCE -18.0 60.5 80.1 2 8.000 3E:54 .0 159.00 3.5 1 -10.0 57.0 80.1 7.981 3T105.0 309.00 0.000 0.0 Pipe: 2 0.0 0.0 8.00 120 57.0 1 -10.0 57.0 80.1 3 8.000 2E:36.0 36.00 0.0 2 -10.0 57.0 80.1 7.981 44.00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 57.0 80.1 4 6.0 psi, 80.1 gpm 3 -10.0 51.0 80.1 Pipe: 4 0.0 0.0 4 .00 120 51.0 3 -10.0 51.0 80.1 5 8.000 ---- 0.00 0.0 4 -10.0 51.0 80.1 7.981 4 .00 0.000 0.0 Pipe: 5 0.0 0.0 12.00 120 51.0 4 -10.0 51 .0 80.1 6 6.000 2E:28.0 56.00 3.5 5 -2.0 47.5 80.1 6.065 A:26.0 68.00 0.000 0.0 Pipe: 6 0.0 0.0 140.00 120 47.5 5 -2.0 47.5 80.1 7 6.000 5E:70.0 100.00 0.0 6 -2.0 47 .5 80.1 6.065 T:30.0 240.00 0.000 0.1 Pipe: 7 0.0 0.0 4.00 120 47.5 6 -2 .0 47.5 80.1 8 6.000 G: 3.0 3.00 0.0 7 -2.0 47.5 80.1 6.065 7.00 0.000 0.0 Pipe: 8 0.0 0.0 20.00 120 47.5 7 -2.0 47.5 80.1 9 6.000 E:14.0 14.00 7.8 8 16.0 39.7 80.1 6.065 34.00 0.000 0.0 Pipe: 9 0.0 0.0 16.00 120 39.7 8 16.0 39.7 80.1 12 6.000 3E:42.0 42.00 0.0 9 16.0 39.6 80.1 6.065 58.00 0.000 0.0 Pipe: 10 0.0 0.0 35.00 120 39.6 9 16.0 39. 6 80.1 11 6.000 E:14.0 14.00 14.3 12 49.0 25.3 80.1 6.065 49.00 0.000 0.0 Pipe: 11 0.0 0.0 4.00 120 25.3 12 49.0 25.3 80.1 31 3.000 E: 7.0 22.00 0.0 11 49.0 25.1 80.1 3.068 T:15.0 26.00 0.009 0.2 Pipe: 12 0.0 0.0 E: 7.0 4.00 120 25.1 11 49.0 25.1 80.1 32 3.000 C:16.0 24.00 0.0 31 49.0 24 .8 80.1 3.068 G: 1.0 28.00 0.009 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: Pipe Tag K-£ac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 35.00 120 24.8 31 49.0 24.8 80.1 33 3.000 3E:21.0 21.00 0.0 32 49.0 24.3 80.1 3.068 56.00 0.009 0.5 Pipe: 14 0.0 0.0 2.00 120 24.3 32 49.0 24.3 80.1 34 3.000 T:15.0 15.00 0.0 33 49.0 24.2 80.1 3.068 17.00 0.009 0.2 Pipe: 15 0.0 0.0 65.00 120 24 .2 33 49.0 24.2 80.1 35 3.000 2E:14 .0 14.00 0.0 34 49.0 23.5 80.1 3.068 79.00 0.009 0.7 Pipe: 16 0.0 0.0 15.00 120 23.5 34 49.0 23.5 80.1 36 3.000 T:15.0 15.00 0.0 35 49.0 23.2 80.1 3.068 30.00 0.009 0.3 Pipe: 17 0.0 0.0 10.00 120 23.2 35 49.0 23.2 80.1 37 3.000 T:15.0 15.00 0.0 36 49.0 23.0 80.1 3.068 25.00 0.009 0.2 Pipe: 18 0.0 0.0 8.00 120 23.0 36 49.0 23.0 80.1 38 1.500 T: 8.0 8.00 0.0 37 49.0 19.6 80.1 1.610 16.00 0.210 3.4 Pipe: 19 0.0 20.7 201 5.00 120 19.6 37 49.0 19.6 59.4 39 1.500 E: 4.0 4.00 0.0 38 49.0 17.7 80.1 1.610 9.00 0.210 1. 9 Pipe: 20 0.0 20.1 202 10.00 120 17.7 38 49.0 17.7 39.3 40 1.500 ---- 0.00 0.0 39 49.0 16.5 59.4 1.610 10.00 0.121 1.2 Pipe: 21 0.0 19.6 203 3.00 120 16.5 39 49.0 16.5 19.7 41 1.500 ---- 0.00 0.0 40 49.0 16.3 39.3 1. 610 3.00 0.056 0.2 Pipe: 22 0.0 0.0 12.00 120 16.3 40 49.0 16.3 19.7 204 1.500 E: 4.0 4.00 0.0 41 49.0 16.1 19.7 1. 610 16.00 0.016 0.3 Pipe: 23 4. 90 20.7 Disch 15.00 120 17.7 38 49.0 17.7 0.0 1.000 2E: 4.0 9.00 -3.5 201 41.0 17.8 20.7 1 .049 T: 5.0 24.00 0.139 3.3 Pipe: 24 4 .90 20.1 Disch 15.00 120 16.5 39 49.0 16.5 0.0 1.000 2E: 4.0 9.00 -3.5 202 41.0 16.8 20.1 1.049 T: 5.0 24.00 0.131 3.1 Pipe: 25 4 .90 19. 6 Disch 1 .00 120 16.3 40 49.0 16.3 0.0 1.000 T: 5.0 5.00 -0.4 203 48.0 16.0 19. 6 1.049 6.00 0.125 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 26 4.90 19.7 Disch 1.00 120 16.1 41 49.0 16.1 0.0 1.000 E: 2.0 2.00 -0.4 204 48.0 16.1 19.7 1.049 3.00 0.126 0.4 NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.070 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12. 6 ft/sec at pipe 18. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 79.83 psi with a flow of 205.36 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 ROBERT W. SULLIVAN, INC. --- 529 MAIN STREET SUITE 203 PL�N OFM S,gcy BOSTON,MA 02129 PAUL D GN SULLIVA HYDRAULIC CALCULATIONS FIRE PROTE I N No.40402 FOR A - 9 �FGIBTE� Hotel Salem - Guest Room 300 209 Essex Street Salem, MA FILE NUMBER: 160315.00 DATE: October 13, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard - Residential DENSITY: 0.1 gpm/sq. ft. AREA OF APPLICATION: 4 Remote Heads COVERAGE PER SPRINKLER: 196 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 80.1 gpm TOTAL WATER REQUIRED (including hose) : 180.1 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 8n n 1 l Available pressure 1 A. 79.87 psi @ 180.1 gpm G �' '�'i . %...... ..-,... A �••.,,, 2 §Required pressure • U � � G 60.53 psi @ 180.1 gpm E _ 612 A! IA fAvail. OnSite Demand Press. P R I 79.87 psi @ 80.1 gpm E S 2A 'Req. OnSite Demand Press. S 60.53 psi @ 80.1 gpm U 40.0 R A. Source Supply Curve E B. System Demand Curve C. Available at Source p s 20.0 i 0-0 ......................... ............................. ....................... -14 .7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.9 180.1 60.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 180.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 80.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 60.5 80.1 1 -10.0 - - - - 57.0 - - - 2 -10.0 - - - - 57.0 - - - 3 -10.0 - - - - 51.0 - - - 4 -10.0 - - - - 51.0 - - - 5 -2.0 - - - - 47.5 - - - 6 -2.0 - - - - 47.5 - - - 7 -2.0 - - - - 47.5 - - - 8 16.0 - - - - 39.7 - - - 9 16.0 - - - - 39.6 - - - 11 49.0 - - - - 25.1 - - - 12 49.0 - - - - 25.3 - - - 31 49.0 - - - - 24 .8 - - - 32 49.0 - - - - 24 .3 - - - 33 49.0 - - - - 24 .2 - - - 34 49.0 - - - - 23.5 - - - 35 49.0 - - - - 23.2 - - - 36 49.0 - - - - 23.0 - - - 37 49.0 - - - - 19. 6 - - - 38 49.0 - - - - 17.7 - - - 39 49.0 - - - - 16.5 - - - 40 49.0 - - - - 16.3 - - - 41 49.0 - - - - 16.1 - - - 201 41.0 K= 4. 90 17.8 20.7 202 41.0 K= 4.90 16.8 20.1 203 48.0 K= 4.90 16.0 19.6 204 48.0 K= 4.90 16.1 19.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 60.5 SOURCE -18.0 60.5 80.1 2 8.000 3E:54.0 159.00 3.5 1 -10.0 57.0 80.1 7.981 3T105.0 309.00 0.000 0.0 Pipe: 2 0.0 0.0 8.00 120 57.0 1 -10.0 57.0 80.1 3 8.000 2E:36.0 36.00 0.0 2 -10.0 57.0 80.1 7.981 44 .00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 57 .0 80.1 4 6.0 psi, 80.1 gpm 3 -10.0 51.0 80.1 Pipe: 4 0.0 0.0 4.00 120 51.0 3 -10.0 51.0 80.1 5 8.000 ---- 0.00 0.0 4 -10.0 51.0 80.1 7.981 4.00 0.000 0.0 Pipe: 5 0.0 0.0 12.00 120 51.0 4 -10.0 51.0 80.1 6 6.000 2E:28.0 56.00 3.5 5 -2.0 47.5 80.1 6.065 A:28.0 68.00 0.000 0.0 Pipe: 6 0.0 0.0 140.00 120 47.5 5 -2.0 47.5 80.1 7 6.000 5E:70.0 100.00 0.0 6 -2.0 47.5 80.1 6.065 T:30.0 240.00 0.000 0.1 Pipe: 7 0.0 0.0 4.00 120 47.5 6 -2.0 47.5 80.1 8 6.000 G: 3.0 3.00 0.0 7 -2.0 47.5 80.1 6.065 7.00 0.000 0.0 Pipe: 8 0.0 0.0 20.00 120 47.5 7 -2.0 47.5 80.1 9 6.000 E:14.0 14 .00 7.8 8 16.0 39.7 80.1 6.065 34 .00 0.000 0.0 Pipe: 9 0.0 0.0 16.00 120 39.7 8 16.0 39.7 80.1 12 6.000 3E:42.0 42.00 0.0 9 16.0 39.6 80.1 6.065 58.00 0.000 0.0 Pipe: 10 0.0 0.0 35.00 120 39. 6 9 16.0 39.6 80.1 11 6.000 E:14 .0 14.00 14.3 12 49.0 25.3 80.1 6.065 49.00 0.000 0.0 Pipe: 11 0.0 0.0 4.00 120 25.3 12 49.0 25.3 80.1 31 3.000 E: 7.0 22.00 0.0 11 49.0 25.1 80.1 3.068 T:15.0 26.00 0.009 0.2 Pipe: 12 0.0 0.0 E: 7.0 4.00 120 25.1 11 49.0 25.1 80.1 32 3.000 C:16.0 24.00 0.0 31 49.0 24 .8 80.1 3.068 G: 1.0 26.00 0.009 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/£t. (Pf) Pipe: 13 0.0 0.0 35.00 120 24 .8 31 49.0 24.8 80.1 33 3.000 3E:21.0 21.00 0.0 32 49.0 24.3 80.1 3.068 56.00 0.009 0.5 Pipe: 14 0.0 0.0 2.00 120 24.3 32 49.0 24.3 80.1 34 3.000 T:15.0 15.00 0.0 33 49.0 24 .2 80.1 3.068 17.00 0.009 0.2 Pipe: 15 0.0 0.0 65.00 120 24.2 33 49.0 24 .2 80.1 35 3.000 2E:14.0 14.00 0.0 34 49.0 23.5 80.1 3.068 79.00 0.009 0.7 Pipe: 16 0.0 0.0 15.00 120 23.5 34 49.0 23.5 80.1 36 3.000 T:15.0 15.00 0.0 35 49.0 23.2 80.1 3.068 30.00 0.009 0.3 Pipe: 17 0.0 0.0 10.00 120 23.2 35 49.0 23.2 80.1 37 3.000 T:15.0 15.00 0.0 36 49.0 23.0 80.1 3.068 25.00 0.009 0.2 Pipe: 18 0.0 0.0 8.00 120 23.0 36 49.0 23.0 80.1 38 1.500 T: 8.0 8.00 0.0 37 49.0 19.6 80.1 1.610 16.00 0.210 3.4 Pipe: 19 0.0 20.7 201 5.00 120 19.6 37 49.0 19.6 59.4 39 1.500 E: 4 .0 4.00 0.0 38 49.0 17.7 80.1 1.610 9.00 0.210 1. 9 Pipe: 20 0.0 20.1 202 10.00 120 17.7 38 49.0 17.7 39.3 40 1.500 ---- 0.00 0.0 39 49.0 16.5 59.4 1. 610 10.00 0.121 1.2 Pipe: 21 0.0 19.6 203 3.00 120 16.5 39 49.0 16.5 19.7 41 1.500 ---- 0.00 0.0 40 49.0 16.3 39.3 1.610 3.00 0.056 0.2 Pipe: 22 0.0 0.0 12.00 120 16.3 40 49.0 16.3 19.7 204 1.500 E: 4 .0 4 .00 0.0 41 49.0 16.1 19.7 1.610 16.00 0.016 0.3 Pipe: 23 4 .90 20.7 Disch 15.00 120 17.7 38 49.0 17.7 0.0 1.000 2E: 4.0 9.00 -3.5 201 41.0 17.8 20.7 1.049 T: 5.0 24.00 0.139 3.3 Pipe: 24 4.90 20.1 Disch 15.00 120 16.5 39 49.0 16.5 0.0 1.000 2E: 4.0 9.00 -3.5 202 41 .0 16.8 20.1 1.049 T: 5.0 24.00 0.131 3.1 Pipe: 25 4.90 19.6 Disch 1.00 120 16.3 40 49.0 16.3 0.0 1.000 T: 5.0 5.00 -0.4 203 48.0 16.0 19. 6 1.049 6.00 0.125 0.8 ` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 4 .90 19.7 Disch 1.00 120 16.1 41 49.0 16.1 0.0 1.000 E: 2.0 2.00 -0.4 204 48.0 16.1 19.7 1.049 3.00 0.126 0.4 NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 206 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.070 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.6 ft/sec at pipe 18. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 79.83 psi with a flow of 205.36 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPViv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.610 4 .00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7. 981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 ROBERT W. SULLIVAN, INC. 529 MAIN STREET SUITE 203 BOSTON,MA 02129 PqN OF M4S HYDRAULIC CALCULATIONS 2�� p PAUL D. SULLIVAN FOR FIRE PROTECTIO N0.40402 Hotel Salem - Guest Room 300 0 209 Essex Street 9p�, (8T �w 0' Salem, MA �S;�0 ALE� e FILE NUMBER: 160315.00 DATE: October 13, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard - Residential DENSITY: 0.1 gpm/sq. ft. AREA OF APPLICATION: 4 Remote Heads COVERAGE PER SPRINKLER: 196 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 80.1 gpm TOTAL WATER REQUIRED (including hose) : 180.1 gpm DESIGN/LAYOUT BY: R.W. Sullivan CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1275.0 gpm 100.0 LEGEND 8n n 1 §Available pressure 1 A. 79.87 psi @ I80.1 gpm G _- • %,•... A ...,,. 2 §Required pressure U ��� � G 60.53 psi @ 180.1 gpm E 6 i2 A! 1A §Avail. OnSite Demand Press. P R 79.87 psi @ 80.1 gpm E S 2A lReq. OnSite Demand Press. S 60.53 psi @ 80.1 gpm U 40.0 R A. Source Supply Curve E B. System Demand Curve C. Available at Source p s 20.0 i 0.0 .. I................nnnn.nnnn.I. ."I......................... -14.7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80.0 75.0 1275.0 79.9 180.1 60.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 180.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 80.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SOURCE -18.0 SOURCE 60.5 80.1 1 -10.0 - - - - 57.0 - - - 2 -10.0 - - - - 57.0 - - - 3 -10.0 - - - - 51.0 - - - 4 -10.0 - - - - 51.0 - - - 5 -2.0 - - - - 47.5 - - - 6 -2.0 - - - - 47.5 - - - 7 -2.0 - - - - 47.5 - - - 8 16.0 - - - - 39.7 - - - 9 16.0 - - - - 39.6 - - - 11 49.0 - - - - 25.1 - -,- 12 49.0 - - - - 25.3 - - - 31 49.0 - - - - 24.8 - - - 32 49.0 - - - - 24.3 - - - j 33 49.0 - - - - 24.2 - - - 34 49.0 - - - - 23.5 - - - 35 49.0 - - - - 23.2 - - - 36 49.0 - - - - 23.0 - - - 37 49.0 - - - - 19. 6 - - - 38 49.0 - - - - 17.7 - - - 39 49.0 - - - - 16.5 - - - 40 49.0 - - - - 16.3 - - - 41 49.0 - - - - 16.1 - - - 201 41 .0 K- 4. 90 17.8 20.7 202 41.0 K= 4.90 16.8 20.1 203 48.0 K= 4.90 16.0 19.6 204 48.0 K= 4.90 16.1 19.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: NFPA2 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (£t. ) T Pf/ft. (Pf) Pipe: 1 Source 0.0 150.00 120 60.5 SOURCE -18.0 60.5 80.1 2 8.000 3E:54.0 159.00 3.5 1 -10.0 57.0 80.1 7.981 3T105.0 309.00 0.000 0.0 Pipe: 2 0.0 0.0 8.00 120 57.0 1 -10.0 57.0 80.1 3 8.000 2E:36.0 36.00 0.0 2 -10.0 57.0 80.1 7.981 44.00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device 2 -10.0 57.0 80.1 4 6.0 psi, 80.1 gpm 3 -10.0 51.0 80.1 Pipe: 4 0.0 0.0 4.00 120 51.0 3 -10.0 51.0 80.1 5 8.000 ---- 0.00 0.0 4 -10.0 51.0 80.1 7.981 4.00 0.000 0.0 Pipe: 5 0.0 0.0 12.00 120 51.0 4 -10.0 51.0 80.1 6 6.000 2E:28.0 56.00 3.5 5 -2.0 47.5 80.1 6.065 A:28.0 68.00 0.000 0.0 Pipe: 6 0.0 0.0 140.00 120 47.5 5 -2.0 47.5 80.1 7 6.000 5E:70.0 100.00 0.0 6 -2.0 47.5 80.1 6.065 T:30.0 240.00 0.000 0.1 Pipe: 7 0.0 0.0 4.00 120 47 .5 6 -2.0 47.5 80.1 8 6.000 G: 3.0 3.00 0.0 7 -2.0 47.5 80.1 6.065 7.00 0.000 0.0 Pipe: 8 0.0 0.0 20.00 120 47.5 7 -2.0 47.5 80.1 9 6.000 E:14.0 14.00 7.8 8 16.0 39.7 80.1 6.065 34.00 0.000 0.0 Pipe: 9 0.0 0.0 16.00 120 39.7 8 16.0 39.7 80.1 12 6.000 3E:42.0 42.00 0.0 9 16.0 39.6 80.1 6.065 58.00 0.000 0.0 Pipe: 10 0.0 0.0 35.00 120 39. 6 9 16.0 39.6 80.1 11 6.000 E:14.0 14 .00 14.3 12 49.0 25.3 80.1 6.065 49.00 0.000 0.0 Pipe: 11 0.0 0.0 4 .00 120 25.3 12 49.0 25.3 80.1 31 3.000 E: 7.0 22.00 0.0 11 49.0 25.1 80.1 3.068 T:15.0 26.00 0.009 0.2 Pipe: 12 0.0 0.0 E: 7.0 4 .00 120 25.1 11 49.0 25.1 80.1 32 3.000 C:16.0 24.00 0.0 31 49.0 24.8 80.1 3.068 G: 1.0 28.00 0.009 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 35.00 120 24.8 31 49.0 24.8 80.1 33 3.000 3E:21.0 21.00 0.0 32 49.0 24.3 80.1 3.068 56.00 0.009 0.5 Pipe: 14 0.0 0.0 2.00 120 24.3 32 49.0 24.3 80.1 34 3.000 T:15.0 15.00 0.0 33 49.0 24.2 80.1 3.068 17.00 0.009 0.2 Pipe: 15 0.0 0.0 65.00 120 24.2 33 49.0 24.2 80.1 35 3.000 2E:14.0 14.00 0.0 34 49.0 23.5 80.1 3.068 79.00 0.009 0.7 Pipe: 16 0.0 0.0 15.00 120 23.5 34 49.0 23.5 80.1 36 3.000 T:15.0 15.00 0.0 35 49.0 23.2 80.1 3.068 30.00 0.009 0.3 Pipe: 17 0.0 0.0 10.00 120 23.2 35 49.0 23.2 80.1 37 3.000 T:15.0 15.00 0.0 36 49.0 23.0 80.1 3.068 25.00 0.009 0.2 Pipe: 18 0.0 0.0 8.00 120 23.0 36 49.0 23.0 80.1 36 1.500 T: 8.0 8.00 0.0 37 49.0 19.6 80.1 1.610 16.00 0.210 3.4 Pipe: 19 0.0 20.7 201 5.00 120 19.6 37 49.0 19.6 59.4 39 1.500 E: 4.0 4 .00 0.0 38 49.0 17.7 80.1 1.610 9.00 0.210 1 .9 Pipe: 20 0.0 20.1 202 10.00 120 17 .7 38 49.0 17.7 39.3 40 1.500 ---- 0.00 0.0 39 49.0 16.5 59.4 1.610 10.00 0.121 1.2 Pipe: 21 0.0 19.6 203 3.00 120 16.5 39 49.0 16.5 19.7 41 1.500 ---- 0.00 0.0 40 49.0 16.3 39.3 1.610 3.00 0.056 0.2 Pipe: 22 0.0 0.0 12.00 120 16.3 40 49.0 16.3 19.7 204 1.500 E: 4 .0 4.00 0.0 41 49.0 16.1 19.7 1. 610 16.00 0.016 0.3 Pipe: 23 4.90 20.7 Disch 15.00 120 17.7 38 49.0 17.7 0.0 1.000 2E: 4.0 9.00 -3.5 201 41.0 17.8 20.7 1.049 T: 5.0 24.00 0.139 3.3 Pipe: 24 4 .90 20.1 Disch 15.00 120 16.5 39 49.0 16.5 0.0 1.000 2E: 4.0 9.00 -3.5 202 41 .0 16.8 20.1 1.049 T: 5.0 24.00 0.131 3.1 Pipe: 25 4.90 19.6 Disch 1.00 120 16.3 40 49.0 16.3 0.0 1.000 T: 5.0 5.00 -0.4 203 48.0 16.0 19.6 1.049 6.00 0.125 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/13/2016 F:\TECH\FIRE\HASSJOBS\160315-00_RES_KEN.SDF JOB TITLE: Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 26 4 .90 19.7 Disch 1.00 120 16.1 41 49.0 16.1 0.0 1.000 E: 2.0 2.00 -0.4 204 48.0 16.1 19.7 1.049 3.00 0.126 0.4 NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38030982 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.070 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.6 ft/sec at pipe 18. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 79.83 psi with a flow of 205.36 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7. 961 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00