HomeMy WebLinkAboutBuilding Permit # 4/9/2015 (2) BUILDING PE ®�IT NoEoT bgwo
T OF NORTH DOVER 01 �6 C
APPLICATION FOR PLAN EXAMINATION
Permit No#: "' Date Received
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Date Issued:
M ORTANT: Applicant must complete all items on this page
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TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑ New Building ❑ One family
❑Addition ❑ Two or more family ❑ Industrial
❑Alteration No, of units: ❑ Commercial
❑ Repair, replacement ❑Assessory Bldg ❑ Others:
❑ Demolition ❑ Other
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DESCRIPTION OF WORK TO BE PERFORMED:
Identification- Please Type or Print Clearly
OWNER: Name: Phone:
Address: Q Q
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ARCHITECT/ENGINEER Phone:
Address: Reg. No.
FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $ i FEE: $
Check No.: '` Receipt No.: ,
NOTE: Persons contracting with unregistered contractors do not have°a ess to the guaranty fund
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NORTH
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Of _ ` E 1,, Andover O '�� •�` ''
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26115-
Z h ver, Mass A
o ��KE 1,
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ACOCHIC"EWICK V
7„9 �R�reo ►P�`,`,(5
S U BOARD OF HEALTH
PER I L D Food/Kitchen
Septic System
THIS CERTIFIES THAT .......... ewl ABUILDING INSPECTOR
Foundation
hasermission to erect ........ .............. buildings on ..
p Rough
tobe occupied as .............. .. .. .!!. .. .........�... . ... . ...... ............................................... Chimney
provided that the person acce t this permit shall .. every spect conform to the terms of the application Final
p p p g p
on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and
Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR
Rough
VIOLATION of the Zoning or Building Regulations Voids this Permit.
Final
PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
LESS CONSTRUCT TS Rough
Service
Final
B.UILDIN61 SPECTOR
GAS INSPECTOR
Occupancy Kermit Required to Occupy Buildin Rough
Islay in a Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected-and Approved by the Building Inspector. Burner
Street No.
Smoke Det.
Initial Construction Control Document
H To be submitted with the building permit application by a
Registered Design Professional
r for work per the 8h edition of the
Massachusetts State Building Code,780 CMR, Section 107
Project Title: Residences @ Austin Field-Building— 1 Date: -16n val,
Property Address: 315 Turnpike Street,North Andover MA
Project: Check(x)one or both as applicable:X New construction Existing Construction
Project description:
This project consist of 2 new 3-story wood framed"townhouse"style dormitories. Each Building is approximately
20,000 sf. Both buildings fall under use group R-2 and will be type 5B construction with a full NFPA 13 sprinkler
syn/stem.
//��
Imo+« l doOMA Registration Number: IG.?d Expiration date: w dG ��,am a registered design professional,
and I have prepared or directly supervised the preparation of all design plans,computations and specifications
concerningl:
Architectural Structural 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 pe .n t
comments, in a form acceptable to the building official.
H OF rygSs9
Upon completion of the work,I shall submit to the building official a`Final Construction Contr ment'._
DOMENIC A, U�
o CIO""
U FIRE PROTECTION
Enter in the space to the right a"wet'or -0 NC 41630
electronic signature and seal: h° FFGISTFR�O �tv�
�sS� NAL
Phone number: Email:
Building Official Use Only
Building Official Name: PermitNo.'. Date:
Version 06-11-2013
The Commonwealth of Massachusetts
Department oflndustrialAccidents
y I Congress Sheet,Suite 100
Boston,MA 02114-2017
sy,�•�` www.mass.gov/dia
Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
_Applicant Information Please Print Legibly
Name(Business/Organization/Individual): CJPMoa Et 6,6 &110!ec--001J
Address: X31 t7rj pC_-2(Lltr(LN ptldQ__
City/State/Zip: 40014 TT N, L4 Phone#: 60 t jY-`-j7cs c)
Are you an employer?Check the appropriate box: Type of project(required):
1. I am a employer with T 3 employees(full and/or part-time).* 7. New construction
2.❑I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling
any capacity.[No workers'comp.insurance required.]
9. F1 Demolition
3. I am a homeowner doing all work myself.[No workers'comp.insurance required.]t
10 n Building addition
4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will
ensure that all contractors either have workers'compensation insurance or are sole It.❑Electrical repairs or additions
proprietors with no employees.
12.Q Plumbing repairs or additions
5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs
These sub-contractors have employees and have workers'comp.insurance.$
14. Other
6.Q officers We are a corporation and its ocers have exercised their right of exemption per MGL c.
152,§1(4),and we have no employees.[No workers'comp.insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
i Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
#Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must pro.vide their workers'comp.policy number.
I am an employer that is providing worlfeis'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby certify under the p ins
saa'nd penalties of perjury that the information provided above is true and correct.
Si nature: Date: V—
Phone#• 002, VV"t-17-00
Official use only. Do not ivrite in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
Commonwealth of
Massachusetts
Department of Public Safety
'Sprinlzler.Contractor
License: SC-0
06924
EDDY CAROM41 �``• `�r
Goffst�RELL A�L� � -
own NH 03045" "'y (:
J y �
Commissioner a
Expiration.'
-- - 03/10/2015
_ _ _ Fire Protection by Computer Design
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►)uEN1C A c-At
Superior Fire Protection Inc. CtOt�P�C
Fiq FRnTr-^TION
230 Londonderry Turnpike NO.41630 �
Hooksett NH 03106 t,J `+ Gtr,
603-644-4700 '� ; f 0,
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Job Name Residence Austin field Bld'g 2 3rd floor
Building Bld'g 2
Location Merrimack College North Andover Ma
System Wet
Contract 2014-1184
Data File Residence Austin Field bldg 2 3rd floor.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Superior Fire Protection Inc. Page 1
Residence Austin field Bld'g 2 3rd floor Date 12-29-14
Hydraulic Design Information Sheet
Name - Residence Austin Field Bld'g 2 3rd floor Date - 12-29-14
Location - Merrimack College North Andover Ma
Building - Bld'g 2 System No. - Wet
Contractor - Pro Con Construction Contract No. - 2014-1184
Calculated By - EC Drawing No. - 7 of 8
Construction: (x) Combustible ( ) Non-Combustible Ceiling Height - 9'
Occupancy - Dorms
S (x) NFPA 13 (x) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other 4 residential heads in light hazard Section 11.3.1
T Specific Ruling Made By NFPA 13 Date 2007
E
M Area of Sprinkler Operation - 4 heads System Type Sprinkler/Nozzle
Density - .1 (x) Wet Make Reliable
D Area Per Sprinkler 170 ( ) Dry Model Fl hsw 44
E Elevation at Highest Outlet - 26.500 ( ) Deluge Size 1/2
S Hose Allowance - Inside - ( ) Preaction K-Factor 4.4
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - 174.361 Press Required - 46.613 At BOR
Summary C-Factor Used: 150 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 12-16-14 Cap. -
T Time of Test - 2:00 pm Rated Cap.- Elev.-
E Static Press - 60 @ Press -
R Residual Press - 50 Elev. - Well
Flow - 1094 Proof Flow
S Elevation - 4
U
P Location - Hydrant # 18 & 19
P
L Source of Information - Merrimack Collge & Superior Fire Protection Inc
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
Superior Fire Protection Inc. Page 2
Residence Austin field Bld'g 2 3rd floor Date 12-29-14
City Water Supply: Demand:
C1 - Static Pressure : 60 D1 - Elevation 9.745
C2 - Residual Pressure: 50 D2 -System Flow 74.361
C2 - Residual Flow 1094 D2 - System Pressure 46.613
Hose ( Demand ) 100
D3 -System Demand 174.361
Safety Margin 13.052
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
C1
R 60
n2 e C2
E 50
40
30
20
10 D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW N ^ 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Superior Fire Protection Inc. Page 3
Residence Austin field Bld'g 2 3rd floor Date 12-29-14
Fitting Legend
Abbrev. Name 1/2 % 1 1'/< 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
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
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
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
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
Zia Wilkins 350 Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Superior Fire Protection Inc. Page 4
Residence Austin field Bld'g 2 3rd floor Date 12-29-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req
H1 26.5 4.4 21.63 na 20.46 0.1 170 15.0
H2 26.5 4.4 15.25 na 17.18 0.1 170 15.0
H3 26.5 4.4 15.0 na 17.04 0.1 170 15.0
H4 26.5 4.4 20.0 na 19.68 0.1 170 15.0
1B 26.5 22.14 na
2B 26.5 15.62 na
3B 26.5 20.01 na
1 C 8.5 31.71 na
2C 8.5 28.01 na
3C 8.5 29.46 na
IF 8.5 32.14 na
2F 8.5 32.82 na
3F 8.5 29.99 na
4F 8.5 30.17 na
5F 8.5 32.88 na
TW 8.5 34.08 na
BR 3.0 39.54 na
UN 3.0 46.96 na 100.0
UN1 -5.0 50.49 na
TEST 4.0 46.61 na
The maximum velocity is 11.53 and it occurs in the pipe between nodes 2B and 2C
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - One-Line
Superior Fire Protection Inc. Page 5
Residence Austin field Bld'g 2 3rd floor Date 12-29-14
Ref Press K Flow Flow Pipe Pipe Fit Fit Tot C Pf Tot Elev Fixed Next Next
Pt. Total Fact. Added Total Vel Diam. Length Sum. Length Len Fac perUL Pf Press Loss Press Ref
H1 21.627 4.40 20.46 20.46 6.89 1.101 0.250 IN 7.0 7.250 150 0.0710 0.515 0.0 0.0 22.142 1 B
1 B 22.142 4.35 0.0 20.46
H2 15.247 4.40 17.18 17.18 5.79 1.101 0.250 IN 7.0 7.250 150 0.0514 0.373 0.0 0.0 15.620 2B
2B 15.620 4.35 0.0 17.18
H3 15.000 4.40 17.04 17.04 5.74 1.101 0.250 1N10 12.0 12.250 150 0.0506 0.620 0.0 0.0 15.620 2B
2B 15.620 4.31 0.0 17.04
H4 19.998 4.40 19.68 19.68 6.63 1.101 0.250 0.0 0.250 150 0.0680 0.017 0.0 0.0 20.015 3B
3B 20.015 4.40 0.0 19.68
IB 22.142 20.46 20.46 6.89 1.101 18.000 IN 7.0 25.000 150 0.0710 1.774 7.796 0.0 31.712 1C
1C 31.712 3.63 0.0 20.46
2B 15.620 34.22 34.22 11.53 1.101 18.000 1 N 7.0 25.000 150 0.1838 4.594 7.796 0.0 28.010 2C
2C 28.010 6.47 0.0 34.22
3B 20.015 19.68 19.68 6.63 1.101 18.000 IN 7.0 25.000 150 0.0660 1.650 7.796 0.0 29.461 3C
3C 29.461 3.63 0.0 19.68
1 C 31.712 20.46 20.46 6.89 1.101 1.000 10 5.0 6.000 150 0.0710 0.426 0.0 0.0 32.138 1 F
IF 32.138 3.61 0.0 20.46
2C 28.010 34.22 34.22 11.53 1.101 5.750 10 5.0 10.750 150 0.1838 1.976 0.0 0.0 29.986 3F
3F 29.986 6.25 0.0 34.22
3C 29.461 19.68 19.68 6.63 1.101 5.750 10 5.0 10.750 150 0.0660 0.710 0.0 0.0 30.171 4F
4F 30.171 3.58 0.0 19.68
1 F 32.138 20.46 20.46 2.08 2.003 134.500 3N10 43.0 177.500 150 0.0038 0.683 0.0 0.0 32.821 2F
2F 32.821 0.0 20.46 2.08 2.003 16.500 0.0 16.500 150 0.0039 0.064 0.0 0.0 32.885 5F
5F 32.885 3.57 0.0 20.46
3F 29.986 34.22 34.22 3.48 2.003 18.500 0.0 18.500 150 0.0100 0.185 0.0 0.0 30.171 4F
4F 30.171 19.68 53.9 5.49 2.003 106.500 1 N 11.0 117.500 150 0.0231 2.714 0.0 0.0 32.885 5F
5F 32.885 20.46 74.36 7.57 2.003 6.500 2N 22.0 28.500 150 0.0419 1.194 0.0 0.0 34.079 TW
TW 34.079 0.0 74.36 1.67 4.26 5.000 1 B1 Fsp1 S 44.768 49.768 120 0.0016 0.080 2.382 3.000 39.541 BR
BR 39.541 0.0 74.36 0.75 6.357 5.000 1Zia1E 17.603 22.603 120 0.0002 0.005 0.0 7.411 46.957 UN
UN 46.957 H100 100.00 174.36 1.88 6.16 50.000 IE 20.084 70.084 140 0.0010 0.068 3.465 0.0 50.490 UN1
UN1 50.490 0.0 174.36 0.67 10.28 150.000 1E1G1T 116.018 266.018 140 0.0001 0.021 -3.898 0.0 46.613 TEST
TEST 46.613 25.54 0.0 174.36
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fire Protection by Computer Design
A o`� Df1"AENIC A f'
f C'QLI,�O �.
FIPFpq- ti;TION `r
Superior Fire Protection Inc. IVO,416,1
0230 Londonderry Turnpike �'` � �;TF `"'
Hooksett NH 03106
603-644-4700
.c
Job Name Residence Austin field Bld'g 2 Attic
Building Bld'g 2 Attic
Location Merrimack College North Andover Ma
System pry
Contract 2014-1184
Data File Residence Austin Field bldg 2 attic.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Superior Fire Protection Inc. Page 1
Residence Austin field Bld'g 2 Attic Date 12-29-14
Hydraulic Design Information Sheet
Name - Residence Austin Field Bld'g 2 Attic Date - 12-29-14
Location - Merrimack College North Andover Ma
Building - Bld'g 2 Attic System No. - Dry
Contractor - Pro Con Construction Contract No. - 2014-1184
Calculated By - EC Drawing No. - 8 of 8
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - slope
Occupancy - Dorms
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other TYCO ATTIC PEAK PERFORMACE BB-2 HEADS
T Specific Ruling Made By NFPA 13 Date
E
M Area of Sprinkler Operation - 7 HDS System Type Sprinkler/Nozzle
Density - .1 ( ) Wet Make TYCO
D Area Per Sprinkler - 380 ( ) Dry Model BB-2
E Elevation at Highest Outlet - 33 ( ) Deluge Size 3/4
S Hose Allowance - Inside - ( ) Preaction K-Factor 8. 0
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - 371. 619 Press Required - 53. 683 At BOR
Summary C-Factor Used: 100 Overhead 140 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 12-16-14 Cap. -
T Time of Test - 2:00 pm Rated Cap.- Elev.-
E Static Press - 60 @ Press -
R Residual Press - 50 Elev. - Well
Flow - 1094 Proof Flow
S Elevation - 4
U
P Location - Hydrant # 18 & 19
P
L Source of Information - Merrimack Collge & Superior Fire Protection Inc
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
Superior Fire Protection Inc. Page 2
Residence Austin field Bld'g 2 Attic Date 12-29-14
City Water Supply: Demand:
C1 -Static Pressure : 60 D1 - Elevation 12.560
C2- Residual Pressure: 50 D2 -System Flow 271.619
C2- Residual Flow 1094 D2 -System Pressure 53.683
Hose ( Demand ) 100
D3-System Demand 371.619
Safety Margin 4.960
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
C1
R 60
C2
E 50
�D3
40
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW N ^ 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Superior Fire Protection Inc. Page 3
Residence Austin field Bld'g 2 Attic Date 12-29-14
Fitting Legend
Abbrev. Name '/ '/ 1 14 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
Dge Dry Gem DPV-1 2.2 4.9 8.9 22
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
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
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
Zia Wilkins 350 Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Superior Fire Protection Inc. Page 4
Residence Austin field Bld'g 2 Attic Date 12-29-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S1 33.0 8 22.6 na 38.03 0.1 380 22.6
S2 33.0 8 22.64 na 38.07 0.1 380 22.6
S3 33.0 8 22.79 na 38.19 0.1 380 22.6
S4 33.0 8 23.1 na 38.45 0.1 380 22.6
S5 33.0 8 23.63 na 38.89 0.1 380 22.6
S6 33.0 8 24.43 na 39.54 0.1 380 22.6
S7 33.0 8 25.57 na 40.46 0.1 380 22.6
1A 33.0 30.64 na
2A 27.0 33.67 na
3A 27.0 34.48 na
4A 8.5 43.18 na
5A 8.5 44.1 na
9D 0.0 49.12 na
10D 8.5 46.94 na
TD 8.5 47.91 na
BR 3.0 50.9 na
UN 3.0 53.75 na 100.0
UN1 -5.0 57.49 na
TEST 4.0 53.68 na
The maximum velocity is 15.98 and it occurs in the pipe between nodes S7 and 1A
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - One-Line
Superior Fire Protection Inc. Page 5
Residence Austin field Bld'g 2 Attic Date 12-29-14
Ref Press K Flow Flow Pipe Pipe Fit Fit Tot C Pf Tot Elev Fixed Next Next
Pt. Total Fact. Added Total Vel Diam. Length Sum. Length Len Fac perUL Pf Press Loss Press Ref
S1 22.600 8.00 38.03 38.03 2.24 2.635 6.000 0.0 6.000 100 0.0067 0.040 0.0 0.0 22.640 S2
S2 22.640 8.00 38.07 76.1 4.48 2.635 6.000 0.0 6.000 100 0.0245 0.147 0.0 0.0 22.787 S3
S3 22.787 8.00 38.18 114.28 6.72 2.635 6.000 0.0 6.000 100 0.0517 0.310 0.0 0.0 23.097 S4
S4 23.097 8.00 38.45 152.73 8.99 2.635 6.000 0.0 6.000 100 0.0883 0.530 0.0 0.0 23.627 S5
S5 23.627 8.00 38.89 191.62 11.27 2.635 6.000 0.0 6.000 100 0.1343 0.806 0.0 0.0 24.433 S6
S6 24.433 8.00 39.54 231.16 13.60 2.635 6.000 0.0 6.000 100 0.1902 1.141 0.0 0.0 25.574 S7
S7 25.574 8.00 40.46 271.62 15.98 2.635 8.000 1T 11.757 19.757 100 0.2563 5.064 0.0 0.0 30.638 1A
1A 30.638 0.0 271.62 6.11 4.26 8.000 IE 9.397 17.397 100 0.0247 0.429 2.599 0.0 33.666 2A
2A 33.666 0.0 271.62 6.11 4.26 14.250 2E 18.795 33.045 100 0.0247 0.817 0.0 0.0 34.483 3A
3A 34.483 0.0 271.62 6.11 4.26 18.500 1E 9.397 27.897 100 0.0247 0.689 8.012 0.0 43.184 4A
4A 43.184 0.0 271.62 6.11 4.26 8.750 1E1T 28.192 36.942 100 0.0247 0.913 0.0 0.0 44.097 5A
5A 44.097 0.0 271.62 6.11 4.26 35.500 1T 18.795 54.295 100 0.0247 1.341 3.681 0.0 49.119 9D
9D 49.119 0.0 271.62 6.11 4.26 42.000 1T 18.795 60.795 100 0.0247 1.502 -3.681 0.0 46.940 10D
10D 46.940 0.0 271.62 6.11 4.26 30.000 1E 9.397 39.397 100 0.0247 0.973 0.0 0.0 47.913 TD
TD 47.913 0.0 271.62 6.11 4.26 5.000 1 Dge1 B 19.64 24.640 100 0.0247 0.609 2.382 0.0 50.904 BR
BR 50.904 0.0 271.62 2.75 6.357 5.000 1Zia1E 12.563 17.563 100 0.0035 0.061 0.0 2.789 53.754 UN
UN 53.754 HIM 100.00 371.62 4.00 6.16 50.000 1E 20.084 70.084 140 0.0039 0.275 3.465 0.0 57.494 UN1
UNI 57.494 0.0 371.62 1.44 10.28 150.000 1E1G1T 116.018 266.048 140 0.0003 0.087 -3.898 0.0 53.683 TEST
TEST 53.683 50.72 0.0 371.62
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Job Name Residence Austin field Bldg 2 Attic calc 2
Building Bld'g 2 Attic Calc 2
Location Merrimack College North Andover Ma
System Dry
Contract 2014-1184
Data File Residence Austin Field bldg 2 attic calc 2.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Superior Fire Protection Inc.
Residence Austin field Bld'g 2 Attic calc 2 Page 1
Date 12-29-14
Hydraulic Design Information Sheet
Name - Residence Austin Field Bld'g 2 Attic Calc 2 Date - 12-29-14
Location - Merrimack College North Andover Ma
Building - Bld'g 2 Attic Calc 2 System No. - Dry
Contractor - Pro Con Construction Contract No. - 2014-1184
Calculated By - EC Drawing No. - S of 8
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - slope
Occupancy - Dorms
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By NFPA 13 Date
E
M Area of Sprinkler Operation - 2535 System Type Sprinkler/Nozzle
Density - Wet Make Reliable
D Area Per Sprinkler - 120 ( ) Dry Model F1FR UPR
E Elevation at Highest Outlet - 28 ( ) Deluge Size 1/2
S Hose Allowance - Inside -
I Rack Sprinkler Allowance - ( ) ion K-Factor 5. 6
G Hose Allowance - Outside - 100 ( ) Ottherher Temp.Rat.200
N
Note
Calculation Flow Required - 544 .034 Press Required - 47.564 At BOR
Summary C-Factor Used: 100 Overhead 140 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 12-16-14
T Time of Test - 2:00 pm Rated Ca Cap. -
E Static Press - 60 p' Elev.-
@ Press -
R Residual Press - 50 Elev. - Well
Flow - 1094 Proof Flow
S Elevation - 4
U
P Location - Hydrant # 18 & 19
P
L Source of Information - Merrimack Collge & Superior Fire Protection Inc
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Pileda Palletized Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap
T A ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
( ) Mult. Row ( ) Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
Superior Fire Protection Inc. Page 2
Residence Austin field Bld'g 2 Attic calc 2 Date 12-29-14
City Water Supply: Demand:
C1 -Static Pressure : 60 D1 - Elevation 8.445
C2 - Residual Pressure: 50 D2 -System Flow 444.034
C2- Residual Flow 1094 D2 - System Pressure 47.564
Hose ( Demand ) 100
D3 -System Demand 544.034
Safety Margin 9.690
150
140
130
p 120
R 110
E 100
S 90
S 80
U 70
C1
R 60
D2 e C2
E 50
40 D3
30
20
10
D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW N ^ 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Superior Fire Protection Inc. Page 3
Residence Austin field Bld'g 2 Attic calc 2 Date 12-29-14
Fitting Legend
Abbrev. Name '/2 % 1 1'/4 1'/2 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
Dge Dry Gem DPV-1 2.2 4.9 8.9 22
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
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
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
Zia Wilkins 350 Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Superior Fire Protection Inc. Page 4
Residence Austin field Bld'g 2 Attic calc 2 Date 12-29-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
H1 23.5 5.6 7.0 na 14.82 0.1 120 7.0
H2 19.0 5.6 9.16 na 16.95 0.1 120 7.0
H3 19.0 5.6 9.6 na 17.35 0.1 120 7.0
H4 19.0 5.6 10.56 na 18.2 0.1 120 7.0
H5 19.0 5.6 12.29 na 19.63 0.1 120 7.0
H6 19.0 5.6 15.06 na 21.73 0.1 120 7.0
H7 19.0 5.6 20.81 na 25.55 0.1 120 7.0
H8 23.5 5.6 15.82 na 22.27 0.1 120 7.0
H9 23.5 5.6 16.08 na 22.46 0.1 120 7.0
H10 23.5 5.6 17.11 na 23.16 0.1 120 7.0
R2 23.5 17.23 na
H11 19.0 5.6 11.75 na 19.19 0.1 120 7.0
H12 19.0 5.6 11.91 na 19.33 0.1 120 7.0
H13 19.0 5.6 12.53 na 19.82 0.1 120 7.0
H14 19.0 5.6 13.86 na 20.85 0.1 120 7.0
H15 19.0 5.6 16.19 na 22.53 0.1 120 7.0
H16 19.0 5.6 21.26 na 25.82 0.1 120 7.0
H17 23.5 5.6 16.17 na 22.52 0.1 120 7.0
H18 23.5 5.6 16.45 na 22.71 0.1 120 7.0
H19 23.5 5.6 17.49 na 23.42 0.1 120 7.0
R4 23.5 17.61 na
H2O 28.0 5.6 16.56 na 22.79 0.1 120 7.0
H21 28.0 5.6 16.77 na 22.93 0.1 120 7.0
R5 28.0 16.89 na
1 D 19.0 20.96 na
2D 19.0 21.2 na
3D 19.0 21.41 na
4D 19.0 21.63 na
5D 19.0 22.14 na
6D 19.0 22.34 na
7D 19.0 25.44 na
8D 8.5 31.21 na
9D 0.0 37.78 na
10D 8.5 37.83 na
TD 8.5 40.24 na
BR 3.0 44.14 na
UN 3.0 47.26 na 100.0
UNI -5.0 51.29 na
TEST 4.0 47.56 na
The maximum velocity is 17.07 and it occurs in the pipe between nodes 6D and 7D
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - One-Line
Superior Fire Protection Inc. Page 5
Residence Austin field Bld'g 2 Attic calc 2 Date 12-29-14
Ref Press K Flow Flow Pipe Pipe Fit Fit Tot C Pf Tot Elev Fixed Next Next
Pt. Total Fact. Added Total Vel Diam. Length Sum. Length Len Fac perUL Pf Press Loss Press Ref
H1 7.000 5.60 14.82 14.82 2.14 1.682 17.000 1 E 3.533 20.533 100 0.0105 0.216 1.949 0.0 9.165 H2
H2 9.165 5.60 16.95 31.77 4.59 1.682 10.000 0.0 10.000 100 0.0430 0.430 0.0 0.0 9.595 H3
H3 9.595 5.60 17.35 49.12 7.09 1.682 6.500 1 E 3.533 10.033 100 0.0964 0.967 0.0 0.0 10.562 H4
H4 10.562 5.60 18.20 67.32 9.72 1.682 10.000 0.0 10.000 100 0.1728 1.728 0.0 0.0 12.290 H5
H5 12.290 5.60 19.63 86.95 12.55 1.682 10.000 0.0 10.000 100 0.2773 2.773 0.0 0.0 15.063 H6
H6 15.063 5.60 21.73 108.68 15.69 1.682 7.000 1T 7.066 14.066 100 0.4190 5.894 0.0 0.0 20.957 1 D
1 D 20.957 23.74 0.0 108.68
H7 20.813 5.60 25.55 25.55 3.69 1.682 5.000 0.0 5.000 100 0.0288 0.144 0.0 0.0 20.957 1 D
1 D 20.957 5.58 0.0 25.55
H8 15.817 5.60 22.27 22.27 3.22 1.682 12.000 0.0 12.000 100 0.0223 0.268 0.0 0.0 16.085 H9
H9 16.085 5.60 22.46 44.73 6.46 1.682 7.000 1T 7.066 14.066 100 0.0811 1.141 0.0 0.0 17.226 R2
R2 17.226 10.78 0.0 44.73
H10 17.106 5.60 23.16 23.16 3.34 1.682 5.000 0.0 5.000 100 0.0240 0.120 0.0 0.0 17.226 R2
R2 17.226 44.73 67.89 9.80 1.682 4.500 1T 7.066 11.566 100 0.1754 2.029 1.949 0.0 21.204 2D
2D 21.204 14.74 0.0 67.89
H11 11.745 5.60 19.19 19.19 2.77 1.682 10.000 0.0 10.000 100 0.0170 0.170 0.0 0.0 11.915 H12
H12 11.915 5.60 19.33 38.52 5.56 1.682 6.500 1 E 3.533 10.033 100 0.0615 0.617 0.0 0.0 12.532 H13
H13 12.532 5.60 19.83 58.35 8.43 1.682 10.000 0.0 10.000 100 0.1326 1.326 0.0 0.0 13.858 H14
H14 13.858 5.60 20.84 79.19 11.43 1.682 10.000 0.0 10.000 100 0.2333 2.333 0.0 0.0 16.191 H15
H15 16.191 5.60 22.53 101.72 14.69 1.682 7.000 1T 7.066 14.066 100 0.3708 5.215 0.0 0.0 21.406 3D
3D 21.406 21.99 0.0 101.72
H16 21.259 5.60 25.82 25.82 3.73 1.682 5.000 0.0 5.000 100 0.0294 0.147.0.0 0.0 21.406 3D
3D 21.406 5.58 0.0 25.82
H17 16.172 5.60 22.52 22.52 3.25 1.682 12.000 0.0 12.000 100 0.0228 0.274 0.0 0.0 16.446 H18
H18 16.446 5.60 22.71 45.23 6.53 1.682 7.000 1T 7.066 14.066 100 0.0828 1.164 0.0 0.0 17.610 R4
R4 17.610 10.78 0.0 45.23
H19 17.487 5.60 23.42 23.42 3.38 1.682 5.000 0.0 5.000 100 0.0246 0.123 0.0 0.0 17.610 R4
R4 17.610 45.23 68.65 9.91 1.682 4.500 1T 7.066 11.566 100 0.1791 2.071 1.949 0.0 21.630 4D
4D 21.630 14.76 0.0 68.65
H2O 16.559 5.60 22.79 22.79 3.29 1.682 7.000 1T 7.066 14.066 100 0.0232 0.327 0.0 0.0 16.886 R5
R5 16.886 5.55 0.0 22.79
H21 16.768 5.60 22.93 22.93 3.31 1.682 5.000 0.0 5.000 100 0.0236 0.118 0.0 0.0 16.886 R5
R5 16.886 22.79 45.72 6.60 1.682 9.000 1T 7.066 16.066 100 0.0845 1.357 3.898 0.0 22.141 5D
5D 22.141 9.72 0.0 45.72
1 D 20.957 134.23 134.23 5.16 3.26 10.000 0.0 10.000 100 0.0247 0.247 0.0 0.0 21.204 2D
2D 21.204 67.89 202.12 7.77 3.26 7.250 1T 14.387 21.637 100 0.0526 1.139 0.0 0.0 22.343 6D
6D 22.343 42.76 0.0 202.12
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - One-Line
Superior Fire Protection Inc.
Residence Austin field Bld'g 2 Attic calc 2 Page 6
Date 12-29-14
Ref Press K Flow Flow Pipe Pipe Fit Fit Tot C Pf Tot Elev Fixed Next Next
Pt. Total Fact. Added Total Vel Diam. Length Sum. Length Len Fac perUL Pf Press Loss Press Ref
3D 21.406 127.54 127.54 4.90 3.26 10.000 0.0 10.000 100 0.0224 0.224 0.0 0.0 21.630 4D
4D 21.630 68.65 196.19 7.54 3.26 10.250 0.0 10.250 100 0.0499 0.511 0.0 0.0 22.141 5D
5D 22.141 45.72 241.91 9.30 3.26 2.750 0.0 2.750 100 0.0735 0.202 0.0 0.0 22.343 6D
6D 22.343 202.12 444.03 17.07 3.26 7.000 1 E 6.714 13.714 100 0.2257 3.095 0.0 0.0 25.438 7D
7D 25.438 0.0 444.03 9.99 4.26 10.500 1 E 9.397 19.897 100 0.0613 1.219 4.548 0.0 31.205 8D
8D 31.205 0.0 444.03 9.99 4.26 19.000 1E1T 28.192 47.192 100 0.0613 2.895 3.681 0.0 37.781 9D
9D 37.781 0.0 444.03 9.99 4.26 42.000 1T 18.795 60.795 100 0.0613 3.728 -3.681 0.0 37.828 10D
10D 37.828 0.0 444.03 9.99 4.26 30.000 1 E 9.397 39.397 100 0.0613 2.416 0.0 0.0 40.244 TD
TD 40.244 0.0 444.03 9.99 4.26 5.000 1 Dge1 B 19.64 24.640 100 0.0613 1.511 2.382 0.0 44.137 BR
BR 44.137 0.0 444.03 4.49 6.357 5.000 1Zia1E 12.563 17.563 100 0.0087 0.153 0.0 2.975 47.265 UN
UN 47.265 H100 100.00 544.03 5.86 6.16 50.000 1E 20.084 70.084 140 0.0079 0.557 3.465 0.0 51.287 UN1
U N 1 51.287 0.0 544.03 2.10 10.28 150.000 1 E 1 G 1 T 116.018 266.018 140 0.0007 0.175 -3.898 0.0 47.564 TEST
TEST 47.564 78.88 0.0 544.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087