HomeMy WebLinkAboutBuilding Permit # 4/9/2015 BUILDING PERMITt%ORT
TOWN OF NORTH ANDOVER'.'..-�'
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APPLICATION FOR PLAN EXAMINATION——
Permit No#:::�
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Date Issued: CHUS
ORTAl\1T:Applicant must 16fe all itenis,on this
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TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
;New Building El One family
El Addition 0 Two or more family 0 Industrial
0 Alteration No. of units: 0 Commercial
El Repair, replacement El Assessory Bldg El Others:
El Demolition El Other
DESCRIPTION OF WORK TO BE PERFORMED:
�NAQ S747-e—
Identification- Please Type or Print Clearly'
OWNER: Name: ')hone:
Address:
M111111A
ARCHITECT/ENGINEER _Phone:
Address:
Reg-No:
FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED C.DST BASED ON$125.00 PER S.F.
Total Project Cost: $ (2c) L
FEE:� - I- ,
Check No.: S Receipt No: .
NOTE: Persons contracting with—unregistered contractors do I not have:access to,the guaranty
i
ed Plans
Submitted � Plans Waived ❑ Certified Plot Plan ❑ Stam ❑
Plans p
TYPF OF SEWERAGE DISPOSAL
Public Sewer ❑ Tanning/Massage/Body Art ❑ Swiimning Pools ❑
Well ❑ Tobacco Sales ❑
Food Packaging/Sales ❑
Private(septic tank,etc. ❑ permanent Dumpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On Signature_
COMMENTS
CONSERVATION Reviewed on Signature
COMMENTS
HEALTH Reviewed on Signature
COMMENTS
Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/Signature& Date Driveway Permit
DPW Town Engineer: Signature:
Located 384 Osgood Street
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� NORTy
Town Of t E ndover
�. h ver Mass
AF o �.HH 7 7
Am 2 15
COC A.HICHl WICK
A�Rwreo
S U -
BOARD OF HEALTH
Food/Kitchen
PERIT LD Septic System
THIS CERTIFIES THAT. .. . ... ... BUILDING INSPECTOR
............... ... ............. ............... .
r Foundation
has permission to erect .......................... buildings on .. ... ..
..1.414 . . .. . ..............
Rough
J0
Sr". ..
tobe occupied as ......... ... ... ..... ......................................................... Chimney
provided that the person acce ting this permit shall in ev ry respect conform to the terms of the application Final
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
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES 16 MONTHS ELECTRICAL INSPECTOR
LESS CONST CTI ST TS Rough
y ...� Service
............. .... ......................................................... Final
BUILDING INSPECTOR
GAS INSPECTOR
Occupancy Permit required to Occupy Building Rough
Display 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
�t for work per the 8u'edition of the
Massachusetts State Building Code,780 CMR,Section 107
Project Title: Residences @ Austin Field-Building—1 Date: Tion ve,-Y Ci ?O/S'-
Property
U/SSProperty 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
sy
stem. /�
C'�4�oMA Registration Number 40.70 Expiration date: �o �� ��,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:
I. 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. P0 OF/ygssq
Upon completion of the work,I shall submit to the building official a`Final Construction Contr o� ment,. oy
DOMENIC A, N
o CIOLINO
U FIRE PROTECTION ci
Enter in the space to the right a"wet"or a N0.41631
electronic signature and seal: �0 Fe/sTC9
SSS NAL
Phone number: Email:
Building Official Use Only
Building Official Name: Permit No.'. Date:
Version 06 11 2013
Fire Protection by Computer Design
Superior Fire Protection Inc.
230 Londonderry Turnpike cc' Flri ,0�
Hooksett NH 03106
603-644-4700 ?.* ?'
.3
Job Name Residence Austin field Bldg 1 3rd floor
Building Bld'g 1
Location Merrimack College North Andover Ma
System Wet
Contract 2014-1184
Data File Residence Austin Field bldg 1 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 1 3rd floor Date 12-29-14
Hydraulic Design Information Sheet
Name - Residence Austin Field Bld'g 1 3rd floor Date - 12-29-14
Location - Merrimack College North Andover Ma
Building - Bld'g 1 System No. - Wet
Contractor - Pro Con Construction Contract No. - 2014-1184
Calculated By - EC Drawing No. - 3 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 F1 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 - 173.365 Press Required - 53.433 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 1 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 73.365
C2 - Residual Flow 1094 D2 -System Pressure 53.433
Hose ( Demand ) 100
D3 -System Demand 173.365
Safety Margin 6.236
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
C1
R 60
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 1 3rd floor Date 12-29-14
Fitting Legend
Abbrev. Name 1/2 '/ 1 11/4 11/2 2 2'/z 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 1 3rd floor Date 12-29-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
H1 26.5 4.4 18.72 na 19.04 0.1 170 15.0
H2 26.5 4.4 20.46 na 19.9 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 15.61 na 17.38 0.1 170 15.0
1 B 26.5 19.17 na
2B 26.5 20.95 na
3B 26.5 15.62 na
1 C 17.5 24.06 na
2C 17.5 24.47 na
3C 17.5 22.49 na
4C 17.5 25.74 na
5C 17.5 25.93 na
6C 8.5 30.64 na
7C 8.5 31.3 na
8C 8.5 38.69 na
TW 8.5 40.88 na
BR 3.0 46.34 na
UN 3.0 53.78 na 100.0
UN1 -5.0 57.31 na
TEST 4.0 53.43 na
The maximum velocity is 11.6 and it occurs in the pipe between nodes 3B and 3C
i
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 Bldg 1 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 18.722 4.40 19.04 19.04 6.42 1.101 0.250 1 N 7.0 7.250 150 0.0622 0.451 0.0 0.0 19.173 1 B
1 B 19.173 4.35 0.0 19.04
H2 20.462 4.40 19.90 19.9 6.71 1.101 0.250 1 N 7.0 7.250 150 0.0674 0.489 0.0 0.0 20.951 2B
2B 20.951 4.35 0.0 19.90
H3 15.000 4.40 17.04 17.04 5.74 1.101 0.250 1 N1 O 12.0 12.250 150 0.0506 0.620 0.0 0.0 15.620 3B
3B 15.620 4.31 0.0 17.04
H4 15.607 4.40 17.38 17.38 5.86 1.101 0.250 0.0 0.250 150 0.0520 0.013 0.0 0.0 15.620 3B
3B 15.620 4.40 0.0 17.38
1 B 19.173 19.04 19.04 6.42 1.101 9.000 1 N 7.0 16.000 150 0.0621 0.993 3.898 0.0 24.064 1 C
1C 24.064 3.88 0.0 19.04
2B 20.951 19.90 19.9 6.71 1.101 9.000 1 N 7.0 16.000 150 0.0674 1.079 3.898 0.0 25.928 5C
5C 25.928 3.91 0.0 19.90
3B 15.620 34.42 34.42 11.60 1.101 9.000 1 N 7.0 16.000 150 0.1858 2.972 3.898 0.0 22.490 3C
3C 22.490 7.26 0.0 34.42
1C 24.064 19.04 19.04 6.42 1.101 1.500 10 5.0 6.500 150 0.0622 0.404 0.0 0.0 24.468 2C
2C 24.468 0.0 19.04 6.42 1.101 18.500 10 5.0 23.500 150 0.0621 1.460 0.0 0.0 25.928 5C
5C 25.928 3.74 0.0 19.04
3C 22.490 34.42 34.42 11.60 1.101 5.500 1 N1 O 12.0 17.500 150 0.1858 3.252 0.0 0.0 25.742 4C
4C 25.742 0.0 34.42 11.60 1.101 1.000 0.0 1.000 150 0.1860 0.186 0.0 0.0 25.928 5C
5C 25.928 38.95 73.37 7.47 2.003 9.000 1 N 11.0 20.000 150 0.0408 0.817 3.898 0.0 30.643 6C
6C 30.643 0.0 73.37 7.47 2.003 6.000 10 10.0 16.000 150 0.0409 0.654 0.0 0.0 31.297 7C
7C 31.297 0.0 73.37 7.47 2.003 160.000 1 N 1 O 21.0 181.000 150 0.0409 7.396 0.0 0.0 38.693 8C
8C 38.693 0.0 73.37 7.47 2.003 31.500 2N 22.0 53.500 150 0.0409 2.187 0.0 0.0 40.880 TW
TW 40.880 0.0 73.37 1.65 4.26 5.000 1 B1 Fsp1 S 44.768 49.768 120 0.0015 0.077 2.382 3.000 46.339 BR
BR 46.339 0.0 73.37 0.74 6.357 5.000 1 Zia1 E 17.603 22.603 120 0.0002 0.005 0.0 7.434 53.778 UN
U N 53.778 H100 99.99 173.36 1.87 6.16 50.000 1 E 20.084 70.084 140 0.0010 0.067 3.465 0.0 57.310 U N 1
UNI 57.310 0.0 173.36 0.67 10.28 150.000 1E1G1T 116.018 266.018 140 0.0001 0.021 -3.898 0.0 53.433 TEST
TEST 53.433 23.72 0.0 173.36
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
_ _ Fire Protection by Computer Design
Superior Fire Protection Inc. 0?WNPC A
230 Londonderry Turnpike f C11-11VO e;
Hooksett NH 03106 c' Fin[FROt ,L',TIOA! s
603-644-4700 No.410.90
f �
Job Name Residence Austin field Bld'g 1 Attic
Building Bld'g 1 Attic
Location Merrimack College North Andover Ma
System Dry
Contract 2014-1184
Data File Residence Austin Field bldg 1 attic.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Superior Fire Protection Inc. Page 1
Residence Austin field Bldg 1 Attic Date 12-29-14
Hydraulic Design Information Sheet
Name - Residence Austin Field Bld'g 1 Attic Date - 12-29-14
Location - Merrimack College North Andover Ma
Building - Bld'g 1 Attic System No. - Dry
Contractor - Pro Con Construction Contract No. - 2014-1184
Calculated By - EC Drawing No. - 4 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 - 52.398 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 o Palletized o 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 Bldg 1 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 52.398
Hose ( Demand ) 100
D3 -System Demand 371.619
Safety Margin 6.245
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
C1
R 60
C2
E 50
40 /�D3:
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N ,1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rimngs usea summary
Superior Fire Protection Inc. Page 3
Residence Austin field Bld'g 1 Attic Date 12-29-14
Fitting Legend
Abbrev. Name Y2 % 1 1'/4 1'/2 2 2'/2 3 3'/z 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
FI-essure / Flow Summary - STANDARD
Superior Fire Protection Inc. Page 4
Residence Austin field Bld'g 1 Attic Date 12-29-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
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 29.61 na
2A 27.0 32.64 na
3A 27.0 33.42 na
4A 8.5 42.12 na
5A 8.5 43.05 na
9D 0.0 48.46 na
10D 8.5 46.3 na
TD 8.5 46.63 na
BR 3.0 49.62 na
UN 3.0 52.47 na 100.0
UN1 -5.0 56.21 na
TEST 4.0 52.4 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 1 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 4.000 1T 11.757 15.757 100 0.2563 4.039 0.0 0.0 29.613 1A
1A 29.613 0.0 271.62 6.11 4.26 8.000 1E 9.397 17.397 100 0.0247 0.429 2.599 0.0 32.641 2A
2A 32.641 0.0 271.62 6.11 4.26 12.750 2E 18.795 31.545 100 0.0247 0.780 0.0 0.0 33.421 3A
3A 33.421 0.0 271.62 6.11 4.26 18.500 1 E 9.397 27.897 100 0.0247 0.689 8.012 0.0 42.122 4A
4A 42.122 0.0 271.62 6.11 4.26 9.250 1E1T 28.192 37.442 100 0.0247 0.925 0.0 0.0 43.047 5A
5A 43.047 0.0 271.62 6.11 4.26 51.250 1T 18.795 70.045 100 0.0247 1.731 3.681 0.0 48.459 9D
9D 48.459 0.0 271.62 6.11 4.26 42.750 1T 18.795 61.545 100 0.0247 1.520-3.681 0.0 46.298 10D
10D 46.298 0.0 271.62 6.11 4.26 4.000 1 E 9.397 13.397 100 0.0246 0.330 0.0 0.0 46.628 TD
TD 46.628 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 49.619 BR
BR 49.619 0.0 271.62 2.75 6.357 5.000 1Zia1E 12.563 17.563 100 0.0035 0.062 0.0 2.789 52.470 UN
UN 52.470 H100 100.00 371.62 4.00 6.16 50.000 1E 20.084 70.084 140 0.0039 0.275 3.465 0.0 56.210 UN1
UN1 56.210 0.0 371.62 1.44 10.28 150.000 1E1G1T 116.018 266.018 140 0.0003 0.086 -3.898 0.0 52.398 TEST
TEST 52.398 51.34 0.0 371.62
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
_ _ _ Fire Protection by Computer Design
WMAM
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Superior Fire Protection Inc. ;r '
230 Londonderry Turnpike '4 Fite PO(U OTION
Hooksett NH 03106 R 40.41630
603-644-4700
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Job Name Residence Austin field Bldg 1 Attic calc 2
Building Bldg 1 Attic Calc 2
Location Merrimack College North Andover Ma
System Dry
Contract 2014-1184
Data File Residence Austin Field bldg 1 attic calc 2.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Superior Fire Protection Inc. Page 1
Residence Austin field Bld'g 1 Attic calc 2 Date 12-29-14
Hydraulic Design Information Sheet
Name - Residence Austin Field Bld'g 1 Attic Calc 2 Date - 12-29-14
Location - Merrimack College North Andover Ma
Building - Bld'g 1 Attic Calc 2 System No. - Dry
Contractor - Pro Con Construction Contract No. - 2014-1184
Calculated By - EC Drawing No. - 4 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 - .1 ( ) 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 - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - 544.034 Press Required - 45.433 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
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 1 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 45.433
Hose ( Demand ) 100
D3 -System Demand 544.034
Safety Margin 11.821
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
C1
R 60
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
riuings usea summary
Superior Fire Protection Inc. Page 3
Residence Austin field Bld'g 1 Attic calc 2 Date 12-29-14
Fitting Legend
Abbrev. Name '/2 % 1 1'% 1'/2 2 2'/ 3 3'/ 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 1 Attic calc 2 Date 12-29-14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
HI 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 37.2 na
10D 8.5 37.29 na
TD 8.5 38.11 na
BR 3.0 42.01 na
UN 3.0 45.13 na 100.0
UN1 -5.0 49.16 na
TEST 4.0 45.43 na
f
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
Il ldl VdII;UldUU1I5 - UHU-Urle
Superior Fire Protection Inc. Page 5
Residence Austin field Bld'g 1 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 1E 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 1E 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 1D
ID 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 ID
1D 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 1E 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 1 T 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 1 T 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. Page 6
Residence Austin field Bld'g 1 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
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 1E 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 1E 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 9.500 1E1T 28.192 37.692 100 0.0613 2.312 3.681 0.0 37.198 9D
9D 37.198 0.0 444.03 9.99 4.26 42.750 1T 18.795 61.545 100 0.0613 3.774 -3.681 0.0 37.291 10D
10D 37.291 0.0 444.03 9.99 4.26 4.000 1E 9.397 13.397 100 0.0613 0.821 0.0 0.0 38.112 TD
TD 38.112 0.0 444.03 9.99 4.26 5.000 1 Dge1 B 19.64 24.640 100 0.0614 1.512 2.382 0.0 42.006 BR
BR 42.006 0.0 444.03 4.49 6.357 5.000 1Zia1E 12.563 17.563 100 0.0087 0.153 0.0 2.975 45.134 UN
UN 45.134 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 49.156 UNI
UNI 49.156 0.0 544.03 2.10 10.28 150.000 1E1G1T 116.018 266.018 140 0.0007 0.175 -3.898 0.0 45.433 TEST
TEST 45.433 80.71 0.0 544.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
The Commonwealth of Massachusetts
Department of IndustrialAccidents
- 1 Congress Street, Suite 100
Boston,MA 02114-2017
www.mass.gov/dia
Workers'Compensation Insurance Affidavit:Builders/Contractors/E lectricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print LeLyibly
Name(Business/Organization/Individual): W PM o,t F!R e _ed-Q!e e-7 a 1J
Address: 2 7 L��.o(Jen r✓p�a12j J JU(t-N P i��e
City/State/Zip: /fyl)IZS,,ZT ly, Phone#: 601 6L/"/-x/70 0
Are you an employer?Check the appropriate box: Type of project(required):
1.P I am a employer with T3 employees(full and/or part-time).* 7. New construction
2.Q 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. ❑Demolition
3.Q I am a homeowner doing all work myself.[No workers'comp.insurance required.]t
10 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 11.0 Electrical repairs or additions
proprietors with no employees.
12.FJ Plumbing repairs or additions
5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.Q Roof repairs
These sub-contractors have employees and have workers'comp.insurance.#
6.Q We are a corporation and its officers have exercised their right of'exemption per MGL c. 14.Q Other
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.
tContractors 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 provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for nzy employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lie.#: 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 inssaa'nd penalties ofpeijuty that the information provided above is true and cofrect.
Signature: Date:
Phone#• 00? y`7't-1 7 0 0
Official use only. Do not write 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
Sprinkler Contractor
License: SC-006924
EDDY CAROM
41 T
Gofl�'st�oaR.-ELLI�"I,R�
n NH 0JA
045 H
Commissioner Expiration
—_-— - 03/10/2015 'j