38B-073 (14) 227 SOUTH ST BP-2020-0764
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 38B-073 CITY OF NORTOAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY(FUND (MGL c.142A)
Category: SPRINKLER SYSTEM BUILDING PERMIT
Permit# BP-2020-0764
Project# JS-2019-000963
Est. Cost: $18000.00
Fee: $126.00 PERMISSION ISHEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: CHRISTOPHER POPE 210044
Lot Size(sq.ft.): 23217.48 Owner: BLACK SHEEP DEVELOPMENT LLC
Zonina: URB(100) Applicant: CHRISTOPHER POPE
AT: 227 SOUTH ST
Applicant Address: Phone: Insurance:
4 JON DR (413) 530-1510 WC
BELCH ERTOWNMA01 007 ISSUED ON:1/2/2020 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL SPRINKLER SYSTEM THROUGHOUT
BUILDING
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House# Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: , Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: Date Paid: Amount:
Building 1/2/20200:00:00 $126.00
212 Main Street, Phone(413)587-1240, Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
�PA4411z"
Versionl.7 Commercial Building Permit May 15,2000
'.- Department use bnly-
Cit of Northampton status of Permit
2� Buil 'ng Department Curb GutlDrrveway Permit
Main Street Segwer/Sept#cAua�labtEty
G\Cj5P01�g0 Room 100 Watet/UVeil A ailability
oFe�PM�'�°N M Northampton, MA 01060 Two"Sets of.Structurai Plans
pEpNop�N phone 413-587-1240 Fax 413-587-1272 Plot/Site.Plans
Outer SpecIfjr'
APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING
OTHER THAN A ONE OR TWO FAMILY DWELLING
Oki -"$tTE.INFORMATION.
This section to"be m
copleted by office >
1.1 Property Address: I \
ZZ —4 4� - Map Lot, Unit',j
_;Zone Overlay Dcstnctl Y
Elm St.;Oistnct" ... CB D�stnct
SECTION 2="PROPERTY,OWNERSHIP/AUTHORIZED AGENT. '
2.1 Owner of Record:
I
Name(Print) Current Mailing Address:
Signature Telephone
2.2 Authorized Accent:
�� 7ti� ��l1L. v ��� ��1V•1_S�_ ���!.f?�!a G c�d�iiL?.�
Name(Print) Current Mailing Address:
Signature Telephone
SEC.T.ION'3.-ESTIMATED:CONSTRUCTION COSTS",
Item Estimated Cost(Dollars)to be �Official'Use Only "
completed by permit applicant
1. Building I l .(a)'Building"Permit Fee{. _
a
2. Electrical (b):EstimatedTotal'Cos',t of
Construction*6m� 6
3. Plumbing 9 i :Building"Permit Fee .;.
4. Mechanical(HVAC) oaf
5. Fire Protection
t
6. Total=0 +2+3+4+5)' Check.Number :
ThisiSection For Official'Use Only
Building Permit Number ° Date
nn 7�7 Issued
Signature:.
ate
Buildiri Commissioner/Inspector:of Build! D (I
i
Versionl.7 Commercial Building Permit May 15,2000
SECTIO'N'-4=-,CONSTRUCTION SERVICES FOR PROJECTSLESS THAN 35;000
CUBIC FEET=OF.ENCLOSED SPACE ' `'
Interior Alterations Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions 0 Accessory Building❑
Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑
Brief Description Enter a brief description here.; � L Ct /V F0014
Of Proposed Work: , c.
SECTION 5 .USEGROUP AND CONSTRUCTIOWTYPE
USE GROUP(Check as applicable) CONSTRUCTION TYPE
A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑
A-4 ❑ A-5 ❑ 1B ❑
B Business ❑ 2A ❑
E Educational ❑ 2B I ❑
F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑
H High Hazard ❑ 1. 3A ❑
I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑
M Mercantile ❑ 1 4 ❑
R Residential R-1 ❑ R-2 9? R-3 ❑ 5A ❑
S Storage ❑ S-1 ❑ S-2 ❑ 56 ❑
U Utility ❑ Specify:
M Mixed Use ❑ Specify: s
S Special Use ❑ Specify: '
COMPLETE THIS SECTION.IF EXISTING BUILDIN(jUNDERGOING RENOVATIONS;.ADDITIONS AND/OR C'HANGE IN USE
Existing Use Group: Proposed Use Group:
Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): ,.,,,,,r.,,,
SECTIONr,&BUILDINGHEIGHT,AND�AREA;
BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY W
N
Floor Area per Floor(sf)
St 151
\ ?
4 � /
2nd 2
nd F
3rd 3rd c
4th 4th
Total Area(sf) Total Proposed New Construction s
Total Height(ft) A �
Total Height ft
T y 3
7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System:
Public ® Private ❑ Zone Outside Flood Zone❑ Municipal ❑ On site disposal system❑
Versionl.7 Commercial Building Permit May 15,2000
SECTION 10 'STRUCTURALPEER REVIEW(780 CMR 110:11)
Independent Structural Engineering Structural Peer Review Required Yes No 0
SECTION 11 -OWNER AUTHORIZATION TO BE"COMPLETEDe,.WHEN
OWNERS AGE NT'.ORCONTRACTOR APPL-IES:FOR•;BUILDING'PERMIT
I, as Owner of the subject property
hereby authorize to
act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
I,
"-s4qoke, as Owner/Author'
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
aanabelief.
Signed under the Dams and penalties of /e 'u
0
Print Name
Signature of caner/Agent Date
SECTION 12° CONSTRUCTION SERVICES.:
10.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder: QC's —Z/0041[/
License Number
Address Expiration Date
Signature Telephone
SECTION 13-WORKERS'COMPENSATIONINSURANCE AFFIDAVIT(M GL c.1'52,§.25C .6
Workers Compensation Insurance affidavit 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.
Signed Affidavit Attached Yes No 0
•
i
City of Northampton 212 Main Street, Northampton, MA 01060
Solid Waste Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as
a condition of the building permit all debris resulting from the construction
activity governed by this Building Permit shall be disposed of in a properly
licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
Address of the work: ZZ7 -45�kd
The debris will be transported by: -Dum.OA�v
The debris will be received by:
Building permit number:
Name of Permit Applicant
l Z-Z-W-/ '7
Date Signature of Permit Applicant
` I
The Commonwealth of Massachusetts
Z Department of IndustrialAccidents
1 Congress Street,Suite 100
Boston,MA 02114-2017
www.mass.gov/dia
Workers'Compensation Insurance Affidavit:General Businesses.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Legibly
Business/Organization Name: ���.1�
Address: 11,/0 Ltn, 0,1
City/State/Zip: VrL1'1,� , G' Phone#: —///3 �3D'
Are you an employer?Check the appropriate box: Business Type(required):
1.CRI I am a employer with employees(full and/ 5. ❑Retail
or part-time).* 6. ❑RestaurantBar/Eating Establishment
2.❑ I am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl.real estate,auto,etc.)
employees working for me in any capacity.
[No workers' comp.insurance required] g• ❑Non-profit
3.❑ We are a corporation and its officers have exercised 9. ❑Entertainment
their right of exemption per c. 152,§1(4),and we have 10.❑Manufacturing
no employees. [No workers' comp.insurance required]* 11.❑Health Care
4.❑ We are a non-profit organization,staffed by volunteers, /
with no employees. [No workers' comp.insurance req.] 12.® OtherC-t>^
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
**If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an
organization should check box#1. 1
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information.
Insurance Company Name: WCSGy
Insurer's Address:
City/State/Zip:
Policy#or Self-ins.Lic.# mak)- Expiration Date: 7 -/ Z - aez/
Attach a copy of the workers' compensation policy declaration page(showing the policy,number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certi and pains and penalties of perjury that the information provided above is true and correct
Si nature: Date:
Phone#: G//2, -S.30—/-5l0
Official use only. Do not write in this area,to be completed by city or town offtcial.
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board, 5.Selectmen's Office
6.Other
Contact Person: Phone#:
www.mass.gov/dia
Information and Instructions
.Z
Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees.
Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,
express or implied,oral or written."
An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the
receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However,the
owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the
dwelling house of another whoemployspersons to do maintenance,construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate it business or to construct'buildings in thecommonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if
necessary,supply your insurance company's name,address and phone number along with a certificate of insurance.
Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members
or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy
is required.Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of
insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town
that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you
have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the
Department at the number listed below. Self-insured companies should enter their self-insurance license number on the
appropriate line.
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license number which will be used as a reference number.In addition,an applicant that
must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current
policy information(if necessary). A copy of the affidavit that has been officially stamped or marked by the city or town
may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit
must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business
or commercial venture(i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this
affidavit.
The Department's address,telephone and fax number:
The Commonwealth of Massachusetts
Department of Industrial Accidents
1 Congress Street
Boston, MA 02114-2017
Tel. #617-727-4900 ext. 7406 or 1-877-MASSAFE
Fax# 617-727-7749
www.mass.gov/dia
Form Revised 02-23-15
l
i
Northeast Fire Systems, LLC
140 Union St.Vernon, CT 06066-3022
8 Tel: (860)-896-7447 Fax: (860)-896-7448
I
Fire Sprinkler
Narrative Report for
Multifamily Housing p��nAAA4.S
227 South Street �R`' ��`r�OF Al
y �
Northampton,Massachusetts °� WILLIAM H.
cII=SLA
FIRE PROTE 10 J 1
No. . 9
AL- a�
Prepared by:
Northeast Fire Systems,LLC for FireTek,Inc.;
140 Union Street
Vernon,CT 06066-3022
Tel: (860)896-7447
December 18'd,2019
Rev. Date Documentation Description
No.
.I
I
I
I
i
Northeast Fire Systems, LLC
140 Union St.Vernon, CT 06066-3022
Tel: (860)-896-7447 Fax: (860)-896-7448
BUILDING DESCRIPTION
This is both an existing building and new construction. The building consists of a three-story
residential space and basement.
BASIS (METHODOLOGY) OF DESIGN
SECTION 1 • Building Description
A) Building Use" Group—R2—Multifamily Residential
B) Total square footage of building 17151 sq ft
C) Building height—30'-0"at highest point
D) Number of floors above grade—3
E) Number of floors below grade— 1
F) Square footage per floor
Basement=3110 sq. ft.
First Floor=3740 sq. ft.
Second Floor=3500 sq. ft.
Third Floor= 1100 sq. ft.
G) Type(s) of occupancies (hazards)within the building, R-2 Multifamily
I) Hazardous material usage and storage-N/A
J) High storage of commodities within a building usually over 12 ft. -none allowed
K) Site access arrangement for emergency response vehicles. The building is accessible from the
South Street.
SECTION 2 -Applicable Laws,Regulations and Standards
A) Ninth edition of the Massachusetts Building Code
Massachusetts Amendments to the International Building Code 2009
B) NFPA Standards and Edition used for design of each specific fire protection system
NFPA 13R, 2013 edition "Standard for the Installation of SprinklerSystems in Low-Rise
Residential Occupancies.
SECTION 3-Design Responsibility for Fire Protection Systems
The fire sprinkler work is being performed in a design-build delivery mode. A professional fire
protection engineer developed the system layout, design criteria and calculations. The installing
contractor installs the system and certifies system installation for code compliance at completion.
i
Northeast Fire Systems, LLC
140 Union St.Vernon,CT 06066-3022
Tel: (860)-896-7447 Fax:(860)-896-7448
SECTION 4-Fire Protection Systems to be Installed
A) Water supply, fire mains and hydrants—A hydrant flow test was performed on 7-18-2019 testing a
gauge hydrant located at 227 South St. and a flow hydrant located at 215 South St. This water
supply shall provide the required demand for the sprinkler system fora duration of 30 minutes. The
water supply is as follows: Static— 110 psi,Residual—85 psi,Flow 1500 gpm.
B) Automatic sprinkler systems- Complete sprinkler protection shall be provided throughout entire
building per the requirements of NFPA 13R.
C) Sprinkler system hydraulic design criteria is per the requirements of*PA 13R as follows:
a. Calculated a 4 head residential calculation using the most demanding 4 heads per the
requirements of NFPA 13R 2013.
SECTION 5-Features Used in the Design Methodology
I
A) Building occupant notification and evacuation procedures:Not Included
B) Upon activation of the sprinkler system flow or pressure switch, a signal will be sent to the
building's exterior electric bell.
SEQUENCE OF OPERATION
SECTION 1 WET SPRINKLER SYSTEMS
I
System operates automatically upon the fusing of a single fire sprinkler. Operational Sequence:
A) The activation of a single sprinkler will discharge water and close the contacts of a
vane type flow switch.
B) Closed contact on the flow switch will activate the exterior building audible alarm
device and will require building evacuation.
I
r .
Northeast Fire Systems, LLC
140 Union St.Vernon,CT 06066-3022
Tel: (860)-896-7447 Fax: (860)-896-7448
TESTING CRITERIA
SECTION 1 - Testing Criteria
FIRE SPRINKLER SYSTEM
A) Sprinkler system shall be hydrostatically tested at 200 psi for 2 hours per NFPA 13R.
B) The installer shall provide to the owner/occupant instructions on inspecting, testing and
maintaining the system.
i
I
OF
W1
L
o FIRE PRO N ca
No.
Fire
rxiectio b "d -gn
n�l"
Northeast Fire Systems, LLC
140 Union Street
Vernon, CT 06066
860-896-7447
Job Name 227 South Street-Northampton, MA
Drawing Mult-Family
Location Northhampton, MA
Remote Area
Contract
Data File 227 South Street AREA 2.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
l
Northeast Fire Systems, LLC Page 1
227 South Street- Northampton, MA Date 12-18-2019
HYDRAULIC DESIGN INFORMATION SHEET
Name - 227 South Street Date - 12/17/19
Location - Northhampton, MA
Building - Mult-Family System No. -
Contractor - FireTek, Inc. Contract No. -
Calculated By - WHC Drawing No. - FP3
Construction: (*) Combustible ( ) Non-Combustible Ceiling Height 8-0
OCCUPANCY - Residential
S Type of Calculation: ( )NFPA 13 Residential (*)NFPA 13R ( I)NFPA 13D
Y Number of Sprinklers Flowing: ( )l ( )2 (*)4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 19 Gpm System Type
Listed Pres. at Start Point - 18.7 Psi (*) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 18 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle
S Additional Flow Added - 0 Gpm Make Globe Model GL4431
I Elevation at Highest Outlet - 34 Feet Size 1/2" K-Enactor 4.4
G Note: Temperature Rating
N
Calculation Gpm Required 181.146 Psi Required 80.299 At Test
Summary C-Factor Used: Overhead 120 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 7.18.2019 Rated Cap. Cap.
T Time of Test - 5:12 AM @ Psi Elev.
E Static (Psi) - 108 Ele'v. 85
R Residual (Psi) - 85 Other Well
Flow (Gpm) - 1500 Proof Flow ,Gpm
S Elevation - 6
P Location: South Street Hydrants
P
L Source of Information: FireTek, Inc.
Y
Computer Programs by Hydratec Inc. Revision: 50.5315
Water Supply Curve C
Northeast Fire Systems, LLC Page 2
227 South Street- Northampton, MA Date 12-18-2019
City Water Supply: Demand:
C1 -Static Pressure : 108 D1 - Elevation 12.127
C2-Residual Pressure: 85 D2-System Flow : 81.146
C2-Residual Flow 1500 D2-System Pressure 80.299
Hose( Demand) : 100
D3-System Demand : 181.146
Safety Margin 27.241
150
140
130
P 120
R 110 C1
E 100
S90
D2
S 80
U 70
R 60
40
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW( N^ 1.85)
Computer Programs by Hydratec Inc. Revision: 50.53.5
Fittings Used Summary
Northeast Fire Systems, LLC Page 3
227 South Street-Northampton, MA Date 12-18-2019
Fitting Legend
Abbrev. Name '/ % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
N* CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O* CPUC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units__ Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with*. The fittings marked with a*show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a*will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Revision: 50.53.5
Pressure/ Flow Summary - STANDARD
Northeast Fire Systems, LLC Page 4
227 South Street-Northampton, MA Date 12-18-2019
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S5 34.0 4.4 19.25 na 19.31 0.1 190 18.7
2C 34.0 19.56 na
1 D 27.0 25.76 na
1 E 18.0 39.41 na
1 F 18.0 43.03 na
1 G 18.0 46.84 na
15 6.5 54.77 na
16 6.5 60.37 na
17 6.5 60.55 na
TOR 6.5 62.32 na
BOR 2.0 67.96 na
BFO 2.0 68.02 na
BFI 2.0 76.18 na
U1 2.0 76.7 na
U2 2.0 81.77 na 100.0
TEST 6.0 80.3 na
S6 34.0 4.4 18.7 na 19.03 0.1 190 18.7
S7 34.0 4.4 24.6 na 21.82 0.1 190 18.7
2D 34.0 25.4 na j
1 H 27.0 29.55 na
11 27.0 29.77 na
1J 18.0 37.58 na
1K 18.0 41.48 na
1 L 6.5 48.87 na
18 6.5 53.04 na
19 6.5 57.05 na
S8 34.0 4.4 22.76 na 20.99 0.1 190 18.7
2E 34.0 23.68 na
1 M 27.0 28.28 na
The maximum velocity is 15.89 and it occurs in the pipe between nodes 18 and 19
i
i
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen-Williams
i
Northeast Fire Systems, LLC Page 5
227 South Street-Northampton, MA Date 12-18-2019
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
S5 34 4.40 . 19.31 1 E 2.0 0.500 120 19.251
to 0.0 2.000 0.0
2C 34 19.31 1.049 0.0 2.500 0.1220 0.305 Vel = 7.17
2C 34 19.02 1 N 7.0 7.000 150 19.556
to 0.0 7.000 3.032
1 D 27 38.33 1.101 0.0 14.000 0.2266 3.173 Vel= 12.92
1 D 27 0.0 1 2N 14.0 14.000 150 25.761
to 30 15.0 29.000 3.898
1 E 18 38.33 1.101 0.0 43.000 0.2267 9.748 Vel = 12.92
1 E 18 0.0 1 N 7.0 9.000 150 39.407
to 0.0 7.000 0.0
1 F 18 38.33 1.101 0.0 16.000 0.2268 3.628 Vel= 12.92
1 F 18 0.0 1 2N 14.0 2.790 150 43.035
to 0.0 14.0W 0.0
1 G 18 38.33 1.101 0.0 16.790 0.2267 3.806 Vel = 12.92
1 G 18 0.0 1 O 5.0 8.000 150 46.841
to 0.0 5.000 4.981
15 6.500 38.33 1.101 0.0 13.000 0.2267 2.947 Vel= 12.92
15 6.500 0.0 1 T 5.0 7.920 120 54.769
to 0.0 5.000 0.0
16 6.500 38.33 1.049 0.0 12.920 0.4336 5.602 Vel= 14.23
16 6.500 0.0 2 0.0 14.000 120 60.371
to 0.0 0.0 0.0
17 6.500 38.33 2.157 0.0 14.000 0.0129 0.181 Vel = 3.37
17 6.500 42.82 2 2E 12.307 21.750 120 6,0.552
to 0.0 12.307 0.0
TOR 6.500 81.15 2.157 0.0 34.057 0.0519 11.767 Vel= 7.12
TOR 6.500 0.0 2 E 6.153 4.500 120 62.319
to Fsp 0.0 8.922 4.949 **Fixed Loss= 3
BOR 2 81.15 2.157 Ball 2.769 13.422 0.0519 0.696 Vel = 7.12
BOR 2 0.0 2 0.0 1.000 120 67.964
to 0.0 0.0 0.0
BFO 2 81.15 2.157 0.0 1.000 0.0520 0.052 Vel = 7.12
BFO 2 0.0 2 0.0 3.210 120 618.016
to 0.0 0.0 8.000 **Fixed Loss= 8
BFI 2 81.15 2.157 0.0 3.210 0.0517 .0.166 Vel = 7.12
BFI 2 0.0 2 E 6.153 1.000 120 76.182
to Ball 2.769 8.922 0.0
U 1 2 81.15 2.157 0.0 9.922 0.0519 0.515 Vel = 7.12
U1 2 0.0 2 G 1.241 80.000 150 716.697
to T 12.407 18.611 !0.0
U2 2 81.15 1.985 2F 4.963 98.611 0.0515 15.074 Vel= 8.41
U2 2 H100 100.00 6 0.0 250.000 140 91.771
to 0.0 0.0 11.732
TEST 6 181.15 6.16 0.0 250.000 0.0010 10.260 Vel = 1.95
0.0
TEST 181.15 80.299 K Factor= 20.22
S6 34 4.40 19.03 1 2E 4.0 3.210 120 18.700
to 0.0 4.000 0.0
2C 34 19.03 1.049 0.0 7.210 0.1187 0.856 Vel = 7.06
i
Computer Programs by Hydratec Inc. Revision: 50.531.5
Final Calculations : Hazen-Williams
Northeast Fire Systems, LLC Page 6
227 South Street-Northampton, MA Date 12-18-2019
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
0.0
2C 19.03 19.556 K Factor= 4.30
S7 34 4.40 21.82 1 T 5.0 0.250 120 24.600
to 0.0 5.000 0.0
2D 34 21.82 1.049 0.0 5.250 0.1530 0.803 Vel = 8.10
2D 34 0.0 1 N 7.0 7.000 150 25.403
to 0.0 7.000 3.032
1H 27 21.82 1.101 0.0 14.000 0.0799 (1.119 Vel = 7.35
1H 27 0.0 1 0.0 2.670 150 29.554
to 0.0 0.0 0.0
11 27 21.82 1.101 0.0 2.670 0.0801 0.214 Vel= 7.35
11 27 20.99 1 O 5.0 9.080 150 2068
to 0.0 5.000 3.898
11 18 42.81 1.101 0.0 14.080 0.2781 3.916 Vel= 14.43
11 18 0.0 1 O 5.0 9.000 150 37.582
to 0.0 5.000 0.0
1 K 18 42.81 1.101 0.0 14.000 0.2781 3.894 Vel= 14.43
1 K 18 0.0 1 O 5.0 3.670 150 41.476
to 0.0 5.000 4.981
1 L 6.500 42.81 1.101 0.0 8.670 0.2781 2.411 Vel= 14.43
1 L 6.500 0.0 1 N 7.0 8.000 150 48.868
to 0.0 7.000 0.0
18 6.500 42.81 1.101 0.0 15.000 0.2782 4.173 Vel= 14.43
18 6.500 0.0 1 T 5.0 2.540 120 53.041
to 0.0 5.000 0.0
19 6.500 42.81 1.049 0.0 7.540 0.5320 4.011 Vel = 15.89
19 6.500 0.0 1 T 5.0 1.580 120 57.052
to 0.0 5.0000.0
17 6.500 42.81 1.049 0.0 6.580 0.5319 3.500 Vel = 15.89
0.0
17 42.81 60.552 K Factor= 5.50
S8 34 4.40 20.99 1 2E 4.0 2.460 120 22.757
to 0.0 4.000 0.0
2E 34 20.99 1.049 0.0 6.460 0.1424 0.920 Vel = 7.79
2E 34 0.0 1 N 7.0 7.000 120 23.677
to 0.0 7.000 3.032
1 M 27 20.99 1.101 0.0 14.000 0.1124 11.573 Vel = 7.07
1 M 27 0.0 1 O 5.0 8.210 12028.282
to 0.0 5.000 10.0
11 27 20.99 1.101 0.0 13.210 0.1125 1.486 Vel= 7.07
0.0
11 20.99 29.768 K Factor= 3.85
I
I
Computer Programs by Hydratec Inc. Revision: 50.6 .5
f
�,Heee
s
ytA 0 FAny
CIESLAIK
J! y r14
. . . Fire Protection by Computer Design'
Northeast Fire Systems, LLC
140 Union Street
Vernon, CT 06066
860-896-7447
II
Job Name 227 South Street-Northampton, MA
Drawing Mult-Family
Location Northhampton, MA
Remote Area
Contract
Data File 227 South Street AREA 1.WXF
I
Computer Programs by Hydratec Inc. Revision: 50.53.5
Northeast Fire Systems, LLC Page 1
227 South Street-Northampton, MA Date 8-27-2019
HYDRAULIC DESIGN INFORMATION SHEET
Name - 227 South Street Date - 8/27/19
Location - Northhampton, MA
Building - Mult-Family System No. -
Contractor - FireTek, Inc. Contract No. -
Calculated By - WHC Drawing No. - FP1
Construction: (*) Combustible ( ) Non-Combustible Ceiling Leight 8-0
OCCUPANCY - Residential
S Type of Calculation: ( ')NFPA 13 Residential (*)NFPA 13R ( , )NEPA 13D
Y Number of Sprinklers Flowing: ( )l ( )2 (*)4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7.0 Psi (*) Wet ) Dry
D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle
S Additional Flow Added - 0 Gpm Make Globe Model GL4906
I Elevation at Highest Outlet - 34.25Feet Size 1/2" K-Factor 4.9
G Note: Temperature Rating
N
Calculation Gpm Required 160.85 Psi Required 84.98 At Test
Summary C-Factor Used: Overhead varies Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 7.18.2019 Rated Cap. Cap.
T Time of Test - 5:12 AM @ Psi Elev.
E Static (Psi) - 108 Elev. 85
R Residual (Psi) - 85 Other Well
Flow (Gpm) - 1500 Proof Flow Gpm
S Elevation - 6"
P Location: South Street Hydrants
P
L Source of Information: FireTek, Inc.
Y
Computer Programs by Hydratec Inc. Revision: 50.53.5
Water Supply Curve C
Northeast Fire Systems, LLC Page 2
227 South Street-Northampton, MA Date 8-27-2019
City Water Supply: Demand:
C1 -Static Pressure : 108 D1 -Elevation 6.713
C2-Residual Pressure: 85 D2-System Flow : 60.852
C2-Residual Flow 1500 D2-System Pressure 84.981
Hose ( Demand) : 100
D3-System Demand : 160.852
Safety Margin 22.650
150
140
130
p 120
R 110 C1
E 100
S90 B2 e2
S80 D
U 70
R 60
E50 - ---- - ---- - - - - - --- - - - - - -- - - - -- - - --- -
40
30
20
10
D1
200 400 600 800 1000 1200 1400 1600 1800
FLOWN^ 1.85)
Computer Programs by Hydratec Inc. Revision: 50.53.5
Fittings Used Summary
Northeast Fire Systems, LLC Page 3
227 South Street-Northampton, MA Date 8-27-2019
Fitting Legend
Abbrev. Name % '/ 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
N* CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units — Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with*. The fittings marked with a*show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a*will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Revision: 50.53.5
Pressure/ Flow Summary - STANDARD
Northeast Fire Systems, LLC Page 4
227 South Street-Northampton, MA Date 8-27-2019
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S1 23.5 4.9 8.16 na 14.0 0.1 140 7.0
4C 23.5 8.43 na
5C 23.5 8.65 na
6C 23.5 8.89 na
7C 23.5 12.84 na
7B 15.0 24.78 na
5 15.0 27.69 na
6 15.0 33.94 na
7 15.0 39.89 na
8A 6.5 51.83 na
9A 6.5 60.75 na
10 6.5 66.56 na
11 6.5 67.58 na
12 6.5 68.59 na
13 6.5 69.05 na
14 6.5 69.51 na
TOR 6.5 72.5 na
BOR 2.0 77.86 na
BFO 2.0 77.89 na
BFI 2,0 85.99 na
U1 2.0 86.29 na
U2 2.0 87.45 na 100.0
TEST 8.0 84.98 na
S2 22.0 4.9 8.81 na 14.55 0.1 130 7.0
S3 22.0 4.9 8.76 na 14.5 0.1 130 7.0
S4 22.0 4.9 13.2 na 17.8 0.1 130 7.0
The maximum velocity is 22.59 and it occurs in the pipe between nodes 8A and 9A
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen-Williams
Northeast Fire Systems, LLC Page 5
227 South Street-Northampton, MA Date 8-27-2019
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******" Notes
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
S1 23.500 4.90 14.00 1 N 7.0 0.500 150 8.163
to 0.0 7.000 0.0
4C 23.500 14.0 1.101 0.0 7.500 0.0352 0.264 Vel= 4.72
4C 23.500 0.0 1 0.0 6.210 1508.427
to 0.0 0.0 0.0
5C 23.500 14.0 1.101 0.0 6.210 0.0351 0.218 Vel= 4.72
5C 23.500 14.55 1 0.0 1.875 150 8.645
to 0.0 0.0 0.0
6C 23.500 28.55 1.101 0.0 1.875 0.1317 0.247 Vel= 9.62
6C 23.500 14.50 1 N 7.0 7.050 150 8.892
to 0.0 7.000 0.0
7C 23.500 43.05 1.101 0.0 14.050 0.2810 3.948 Vel= 14.51
7C 23.500 17.80 1 N 7.0 8.500 150 12.840
to 0.0 7.000 3.681
76 15 60.85 1.101 0.0 15.500 0.5330 8.262 Vel= 20.51
7B 15 0.0 1 O 5.0 0.460 150 24.783
to 0.0 5.000 0.0
5 15 60.85 1.101 0.0 5.460 0.5332 2.911 Vel= 20.51
5 15 0.0 1 O 5.0 6.710 150 27.694
to 0.0 5.000 0.0
6 15 60.85 1.101 0.0 11.710 0.5330 6.242 Vel= 20.51
6 15 0.0 1 N 7.0 4.170 150 33.936
to 0.0 7.000 0.0
7 15 60.85 1.101 0.0 11.170 0.5330 5.954 Vel= 20.51
7 15 0.0 1 N 7.0 8.500 150 39.890
to 0.0 7.000 3.681
8A 6.500 60.85 1.101 0.0 15.500 0.5331 8.263 Vel = 20.51
8A 6.500 0.0 1 T 5.0 3.750 120 51.834
to 0.0 5.000 0.0
9A 6.500 60.85 1.049 0.0 8.750 1.0194 8.920 Vel= 22.59
9A 6.500 0.0 1.25 T 6.0 15.670 120 60.754
to 0.0 6.000 0.0
10 6.500 60.85 1.38 0.0 21.670 0.2681 5.810 Vel= 13.05
10 6.500 0.0 2 2E 12.307 20.920 120 66.564
to 0.0 12.307 0.0
11 6.500 60.85 2.157 0.0 33.227 0.0305 1.012 Vel= 5.34
11 6.500 0.0 2 2E 12.307 21.040 120 67.576
to 0.0 12.307 0.0
12 6.500 60.85 2.157 0.0 33.347 0.0305 1.016 Vel= 5.34
12 6.500 0.0 2 0.0 15.080 120 68.592
to 0.0 0.0 0.0
13 6.500 60.85 2.157 0.0 15'.080 0.0304 0.459 Vel= 5.34
13 6.500 0.0 2 0.0 14.920 120 69.051
to 0.0 0.0 0.0
14 6.500 60.85 2.157 0.0 14.920 0.0305 0.455 Vel= 5.34
14 6.500 0.0 2 4E 24.613 73.670 120 69.506
to 0.0 24.613 0.0
TOR 6.500 60.85 2.157 0.0 9$.283 0.0305 2.993 Vel= 5.34
Computer Programs by Hydratec Inc. Revision: 50.53.5
final Calculations : Hazen-Williams
Northeast Fire Systems, LLC Page 6
227 South Street-Northampton, MA Date 8-27-2019
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft jPf
TOR 6.500 0.0 2 E 6.153 4.500 120 72.499
to Fsp 0.0 8.922 4.949 **Fixed Loss= 3
BOR 2 60.85 2.157 Ball 2.769 13.422 0.0305 0.409 Vel = 5.34
BOR 2 0.0 2 0.0 1.000 120 77.857
to 0.0 0.0 0.0
BFO 2 60.85 2.157 0.0 1.000 0.0310 0.031 Vel = 5.34
BFO 2 0.0 2 0.0 3.210 120 77.888
to 0.0 0.0 8.000 **Fixed Loss= 8
BFI 2 60.85 2.157 0.0 3.210 0.0302 0.097 Vel= 5.34
BFI 2 0.0 2 E 6.153 1.000 120 85.985
to Ball 2.769 8.922 0.0
U1 2 60.85 2.157 0.0 9.922 0.0305 0.303 Vel= 5.34
U1 2 0.0 2 G 1.241 20.000 150 86.288
to T 12.407 18.611 0.0
U2 2 60.85 1.985 2F 4.963 38.611 0.0302 11.166 Vel= 6.31
U2 2 H100 100.00 6 0.0 150.000 140 87.454
to 0.0 0.0 -2.599
TEST 8 160.85 6.16 0.0 150.000 0.0008 0.126 Vel= 1.73
0.0
TEST 160.85 84.981 K Factor= 17.45
S2 22 4.90 14.55 1 N 7.0 0.750 150 8.814
to O 5.0 12.000 -.0.650
5C 23.500 14.55 1.101 0.0 12.750 0.0377 ;0.481 Vel= 4.90
0.0
5C 14.55 18.645 K Factor= 4.95
S3 22 4.90 14.50 1 2N 14.0 1.875 150 '8.758
to O 5.0 19.000 -0.650
6C 23.500 14.5 1.101 0.0 20.875 0.0376 '0.784 Vel= 4.89
0.0
6C 14.50 18.892 K Factor= 4.86
S4 22 4.90 17.80 1 O 5.0 0.250 150 13.201
to 0.0 5.000 ;0.650
7C 23.500 17.8 1.101 0.0 5.250 0.0550 10.289 Vel= 6.00
0.0
7C 17.80 12.840 K Factor= 4.97
' I
Computer Programs by Hydratec Inc. Revision: 50.53.5