63 JEFFERSON AVE - BUILDING INSPECTION (4) U< 101-to tq 1L4 0c)
T18 — I Ll —ig �g RECEIVED KV
The Commonwealth of Massac6use
CR
'+}� Depart Wy
Massachusetts State 6uilRnMIT( l RR?. o t1
Building Permit Application for any Building other than a One-or Two-Family Dwelling
(This Section For Official Use Only)
Job Building Permit Number. Date Applied: f '13 20I Building Official:
SECTION 1:LOCATION(Please indicate Block ff and Lot p for locations for which a street address is not available)
I� A rFFER Sar) A V9 SALEMy MASS 0/5749
No.and Street City/Town Zip Code Name of Building(if applicable)
I SECTION 2:PROPOSED WORK
-zi, Edition of NIA State Cude used_ If New Construction check here❑or check all that apply in the two rows below
^ Existing Building IR Repair❑ 1 Alteration ❑ 1 Addition❑ Demolition ❑ (Please fill out and submit Appendix 1)
Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify:
Are building plans and/or construction documents being supplied as part of this permit application? Yes ® No ❑
.0 Is an Independent Structural Engineerin Peer Review requi ed? Yes 10 No ❑
Brief DesTptiupp_�_o�.�'S oposed y,Vurk: ng cc t/D12. �e lt>VATr D n) 1 4FCN t/.4YO A N�.v
EZ72�G . YAT z: In he 2 7.45-1
SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR
CHANGE IN USE OR OCCUPANCY
Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CNIR 34) ❑
Existing Use Group(s); I Proposed Use Gruu p(s):
SECTION 4:BUILDING HEIGHT AND AREA
Existing Proposed
No.of Floors/Stories(include basement levels)&Area Per Floor(sq. ft.) e2
Total Area(sq. ft.)and Total Height(ft.) Z t��..1 a�.e.,r.,r• 6 e
SECTION 5:USE GROUP(Check as a licable)
A: Assembly A-I ❑ A-2❑ Nightclub ❑ A-3 ❑ A4❑ A-5❑ B: Business ❑ E: Educational ❑
F: Facto F-1 ❑ F2❑ H: IN h Hazard H-1 ❑ H-2❑ H-3 ❑ H—I❑ H-5❑
1: Institutional I-l ❑ 1-2❑ ❑
1-3❑ 1-4❑ M: Mercantile❑ R: Residential R-1❑ R-2❑ R-3❑ R-0❑
S: Storage S-t ❑ S-2❑ U: Utility❑ Special Use❑and please describe below:
Special Use: '' ,,,./ M A.J' p,!
SECTION 6:CONSTRUCTION TYPE(Check as a licable)
IA ❑ Ill ❑ IIA ❑ f1B ❑ llfA ❑ IIIB ❑ IV ❑ VA ❑ VB ❑
SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item)
Water Supply: Flood Zone Information: Sewage Disposal:
Trench Permit: Debris Removal:
A trench will not be Licensed Disposal Site❑
Public Check if outside Zone❑ Indicate municipal W required ❑or trench or specify:
Private❑ or indentify Zone:
e: or on site system❑ permit is enclosed ❑
Railroad right-of-way: hazards to Air Navigation: I I i �,��_� . ..end ion i,.w" i ,•,.,•,.:
Not Applicable 4! Is Structure within airport approach area? Is their review completed?
or Consent to Build enclosed❑ Yes❑ or No 60 Yes❑ No ❑
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY
Edition of Code: Use Group(s): type of Construction: _ Occupant Load per Floor--
Does hoes the building amtain.uu Sprinkler System?: ._ Special Stipulations:. ___._
SECTION 9: PROPERTY OWNER AUTHORIZATION
Name and Address of Property Owner -I r
`l/fb a6�t>. £.ram, c c T `+ 4 del
/N,�_mre+((Print)) N and Street City/Town Zip
- )pir-t OtVfler -1 Ct IorpC-iW( �:5�'p ., �,.� • ,li� c 7
,Jir 'T�// /V;u41o.f5�vnata/hA.uL.,.n P,cAsa,
Title Telephone No..(business) Telephone No. (cell) a-mail address
If applicable, the property owner hereby authorizes
da✓f AL? Ile
Name Street Address City/Town State Zip
to act on the property owner's behalf, in all matters relative to work authorized by this building permit applic.ition.
SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2)
If building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here O and skip Section 10.1
10.1 Registered Professional Responsible for Construction Control
VI 3ARcHA/rij �S' -Floj& 955L- ) Sams ps /3Ecoc..� CS
Name(Re listm� Telephone No. e-mail address Re�istration Number
1Ua 9;/Z1 Lr' �' Telephone N MA OISD� � ) Z-2)-20/
Street Address City/Town State Zip Discipline Expiration Date
10.2 General Contractor
Company Name
"bAvyb L 13Arte--J1AfM /61 qi� jy0JAL
None of Person Responsible for Construction License No. and Type if Applicable
/O a m y,e-rLE S-r L yo /,j M#q 61 a
Street Address City/Town State Zip
_cob
Telephone No. business Telephone No. cell e-mail address
SECTION 11: 1VORKF.R.S'COt\IPFN,5A IION INSURANCE AFFII)AVI-1 M.G.L.e.1$2§25C 6
A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and
submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit.
Is a signed Affidavit submitted with this application? Yes O No ❑
SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE
Item Estimated Costs:(Labor
and Materials) Total Construction Cost(from Item 6)_$
1. Building S Oo JOO Building Permit Fee-Total Construction Costs_(Inserthere
2. Electrical $ .To J v appropriate municipal factor)_$
3. Plumbing $ r7D u
d. Mechanical (HVAC) $ p o Note: Mininurm fee-$ (contact municipality)
5. Mechanical Other $
Enclose check payable to
6.Total Cost $ Yp0 J J✓ (contact municipality)and write check number here
SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT
By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this
application is true and accurate to the best of my/knon le I d nderstanding.
Ji@ t/rD L- 6prtcXA12J 4C21 ,.a1�f 1/ 7y/�9C_ ;?,/ /1'/5JAI
Please print and sign name Title Telephone No. Date
/r7_ o�AWI S� �Y�j
Street Address City/Town State Zip -1
Municipal Inspector to fill out this section upon application approval: SN/
Name Date
Y CITY OF S:1LE.NI, NWs.iC1-1L'SE1TS
i
BL'LLDIING DEPARTMENT
120 MksHLLNGTON STREET, 3"FLOOR
TEL (978) 735-9595
Fox(978) 740.98.36
KI.\fBFRI F_Y DRISCOLL
{.�f.�►YOR TrtontA.s Sr.Pt>✓aRs
DIRECTOR OF PUBLIC PROPERTY/BCB.DIVG CO.NLMISSIONER
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Anplicant InA)rmatin" Please Print Leelbly
Name BA aC JAr1/ ,:1:)
Address: /0 a rn
Cily/State/Zip: Ly_;Io d Ill A55 e?i9a_< Phone lf:
Are you on employer?Check the appropriate boat: 'type of project(required):
LEI I am a employer with 4. 0 I am a general contractor and 1 6. ❑New construction
employees(full and/or part-time).* have hired the sub-contractor
2. 1 am a sole proprietor or partner- listed on the attached sheet. t 7. '[X]Remodeling
,hip and have no employees These sub-contractors have S. 0 Demolition
working for me in any capacity. workers'comp. insurance, y, 0 Building addition
(No workers'comp. insurance 5. ❑ We are a corporation and its
10.❑ Electrical repair or additions
required.) officers have exercised their
}. i am a homeowner doing all work right of exemption par MGL 11.0 Plumbing repairs or additions
myself. (No workers'comp. C. 152, §1(4),and we have no 12.0 Roof repairs
insurance required.) t employees. (No workers' j},0 Other
cutup. insurance required.)
-Any applic:ua dust checks bur et mull also all out the swtiun below showing their workers'compen"dun pulley inPormadon.
'I b,meownvn,.$a whmit this sRhNvil indicating they am doing all work and then hire outside contractors mint Submit a new afndavit indicating such.
l'•nurwturs thus chmk this bout moat mtachal an addoiuml shot showing the name of the subtiwnuulom and their workrrs'wmp.policy infutmaiion.
f uni un erttployer lliat is providing tvorkert'contpeusailon loturaace for my employees. Ba1tov is the poNry and fob slle
in/orutulian.
Insurance Company Name:
Policy it or Sclf-i ut. Lic. H: Enpiralion Date:
Job Site Address: Citylstatelzip:
Attach 2 Copy of the worlten'compensation policy declaration page(showing the policy number sad expiration date).
Failure to secure coverage as required under Section MA orNIGL e. 152 can lead to the imposition of criminal penalties of
tine up to SI.500.00 under one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and if line
Of up m S250.00 a Jay against lift violamr. Ile advised that a copy of this statement may Ix rurwarded to the office of
Invrvtigatiuns ul'ihe MA for insurance coverage verification.
Ida hereby j
rerr' raider the paains and penahl V I�prrjury Ihat life hifurouurlon provided obuve is true and correct
ii„n cure' �+�'-P r^ . �<R/LfC/� Data:
Phone Y' '7.�'/ ' 6 Cl J�•. .__
Qf ficiul use wily. Do nai twile in this area, to be completed by city up town o/Jiciai
City nr ruwn: Pcrmibl.icemep__._.--- _--
issuing Authority(circle une):
I. Hoard of 1lcailh 2. Building Uepartuteut I Cilyfruwu Clerk J. Electrical luspectur 5. Plumbing Inspector
6. Other
Contact Person:
CITY OF SALEM, MASSACHUSEM
BUILDING DEPARTMENT
y 120 WASHINGTON STREET,3AD FLooK
TEL. (978)745-9595
FAX(978)740-9846
KIMBERLEY DRISCOL.L
MAYOR TrIOMAS STYIERRE
DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER
Construction Debris Disposal Affidavit
(required for all demolition and renovation work)
In accordance with the sixth edition of the State Building Code, 780 CMR, Section 111.5 Debris,
and the provisions of MGL c40, 5 54; Building Permit # is issued with the
condition that the debris resulting from this work shall be disposed of in a properly licensed
waste deposit facility as defined by MGL c 111, S 150A.
The debris will be transported by:
A)ale-rjS-/bZ ' Cr+of Ti N b
(name of hauler)
The debris will be disposed of in:
(name of facility)
IJb A.✓n�v�i2
(address of facility)
Signature of applicant
�i - 13 - 9,O1 y
Date
9 lvlassachusetts r Department of Publir Safety'
'Board of Budding Regulations and Standards
License: CS 101831 ,i
St,T f ti f) #�
" DA L BARCH
,60 jNYRTLE ST, y •, -
019
Lynn MA 05
^tExpiratiort
} e- 2014
Commissioner ' . „12/21/
S'
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/14 11:26
HYDRAULIC DESIGN INFORMATION SHEET
i
Job Name: 63 Jefferson Avenue
Location: 63 Jefferson Avenue
Salem, MA
Drawing Date: 11/7/14 Remote Area Number: 1
Contractor: Professional Fire Systems, Inc. Telephone: (508) 625-1840
107 South Street
Hopkinton, MA 01748
Designer: J.Lawton
Calculated By: SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: Wood/Steel Occupancy:Mercantile
Reviewing Authorities:Salem Fire Department
SYSTEM DESIGN
Code:NFPA 13 Hazard:ORD.HAZ.GR2 System Type:WET
Area of Sprinkler Oper. 1500 sq ft1 Sprinkler or Nozzle
Density (gpm/sq ft) 0.200 1 Make: Tyco
Area per Sprinkler 110.0 sq ftl Model: TY-B
Hose Allowance Inside 0 gpm I K-Factor: 5. 60
Hose Allowance Outside 250 gpm I Temperature Rating: 155
CALCULATION SUMMARY 6 Flowing Outlets
gpm Required: 387.1 psi Required: 72.3 @ Source
WATER SUPPLY
Water Flow Test I Pump Data I
Date of Test 12/13/12 1 Rated Capacity 0 gpm I
Static Pressure 85. 0 psi I Rated Pressure 0.0 psi I
Residual Pres 82.0 psi I Elevation 0 I
At a Flow of 1332 gpm I Make: I
Elevation 0" 1 Model: I
Location: Jefferson Avenue
Source of Information: Professional Fire & Salem Water
SYSTEM VOLUME 530 Gallons
Notes:
OF MASSq�,y
g SYOums mN
cg FIR ROTEG"
SO /
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/14 11 :26
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 137 61.8 psi
1 Pipe 4" 10x21 Allied Domestic 9' 120 4 .260 137 0.0
Elevation Change 8 ' 6" 3.7
1 4" Grvd 90 Ell #5105 Short Radius 7' 120 4.026 137 0.0
1 4" Grvd Back Flow Valve Ames C200 CHART LOSS 137 6.0
1 6" x 4" Fingd 90 Ell CI 14 ' 120 6.065 137 0.0
Fixed Flow Outside Hose Allow. 250 gpm
1 Pipe 6" DIx18 America DI 350 200' 140 6.338 387 0.7
Hydr Ref R1 Required at Source 387 72.3 psi
Water Source 85.0 psi static, 82.0 psi residual @ 1332 gpm 387 gpm 84.7 psi
SAFETY PRESSURE 12.3 psi
Available Pressure of 84.7 psi Exceeds Required Pressure of 72.3 psi
This is a safety margin of 12.3 psi or 15 % of Supply
Maximum Water Velocity is 20.0 fps
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/14 11:26
Page 3
i
FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
V Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above. i
TOTAL Total length (PIPE + FTNG' S)
Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi) , where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0.01 psi. Pressures are listed to
0. 1 psi . Addition may vary by 0. 1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
1
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/1.4 11:26 !
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI (PSI) (GPM) (GPM) (GPM/SQ.FT)
1 10.00 15. 5
15 9.00 5. 60 15.4 22.0 22. 0 0.20
2 10 .00 16.3
2S 9.00 5.60 16.2 22.6 22 .0 0.21
3 10.00 16. 1
3S 9.00 5. 60 16.0 22.4 22.0 0.20
4 10 .00 17 .0
4S 9.00 5. 60 16.9 23.0 22 .0 0.21
5 12 .00 5.60 17.3 23.3 14 .8 0.47
6 10.00 18 . 1
6S 9.00 5.60 18.0 23.8 22.0 0.22
40 10.00 21.2
41 10.00 19.2
42 10.00 18 .1
43 10.00 17.4
Al 20.00 54.3
A2 20.00 56.0
A3 8 .50 61 .8
W 8 .50 61 .8
Max velocity of 19.99 occurs in the pipe from 40 TO Al
Nodes with "S" indicate a node at the top of a sprig or bottom
of drop pendent. The node without an "S" is on the branch.
fi
63 Jefferson Avenue Drawing Date:11/7/14 I1/ 7/14 11:26 +
Tyco Fire Products Page 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH)
22.00 1 .049 lE 1.00 15.4 15. 4 K = 5.60
is C=120 2.00 -0.4 0.0
22. 00 0.155 3.00 0. 5 15.4 Vel = 8.25
1.049 1T 7.33 15.5 15.5 EqK = 5.59
1 C=120 5.00 0.0 0.0
22.00 0.155 12.33 1 . 9 15.5 Vel = 8.25
22. 57 1 . 682 12.00 17. 4 17. 4
43 C=120 0.00 0.0 0.0 See PATH 3
44. 57 0.057 12.00 0.7 17.4 Vel = 6.50
45. 43 1. 682 5.25 18.1 18. 1
42 C=120 0.00 0.0 0.0 See PATH 2 AND 4
90. 01 0.211 5.25 1.1 18. 1 Vel = 13.12
23.77 1 . 682 lE 1. 12 19.2 19.2
41 C=120 4. 95 0.0 0.0 See PATH 5
113. 78 0.326 6.07 2.0 19.2 Vel = 16.59
23. 30 1.682 5E 47.04 21.2 21.2
40 C=120 1T 34 .65 -4 .3 0.0 See PATH 6
137. 07 0.459 81.69 37.5 21 .2 Vel = 19.99
3.260 91 .84 54 .3 54 .3
Al C=120 0.00 0.0 0.0
137. 07 0.018 91.84 1.7 54.3 Vel = 5.32
4.260 2E 108.13 56.0 56.0
A2 C=120 1T 52.67 5.0 0.0
137. 07 0.005 160.79 0.8 56. 0 Vel = 3.12
4 .260 0. 50 61 .8 61.8
A3 C=120 0.00 0.0 0.0
137 . 07 0.005 0. 50 0.0 61.8 Vel = 3.12
W 137. 07 61.8 K = 17.43
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
4
63 Jefferson Avenue Drawing Date:11/7/14 ll/ 7/14 11 :26
Tyco Fire Products Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 2 FROM HYDRAULIC REFERENCE 3 TO 42
22. 43 1.049 1E 1 .00 16.0 16. 0 K = 5. 60
3S C=120 2.00 -0. 4 0. 0
22. 43 0.161 3.00 0. 5 16. 0 Vel = 8 .41
1 .049 1T 7 .33 16. 1 16. 1 EqK = 5.59
3 C=120 5.00 0.0 0.0
i
22. 43 0. 161 12.33 2 . 0 16. 1 Vel = 8 .41
42 22 . 43 18 . 1 K = 5.28
I
PATH 3 FROM HYDRAULIC REFERENCE 2 TO 43
22. 57 1.049 lE 1.00 16.2 16.2 K = 5.60
2S C=120 2.00 -0.4 0.0
22 . 57 0.163 3.00 0.5 16.2 Vel = 8.46
1 .049 1T 1 . 63 1.6. 3 16. 3 EqK = 5.59
2 C=120 5.00 0.0 0. 0
22. 57 0. 163 6. 63 1 . 1 16.3 Vel = 8 .46
43 22 . 57 17 .4 K = 5.41
PATH 4 FROM HYDRAULIC REFERENCE 4 TO 42
23. 01 1.049 lE 1.00 16. 9 16. 9 K = 5.60
4S C=120 2.00 -0.4 0.0
23. 01 0. 169 3.00 0.5 16. 9 Vel = 8.62
1.049 1T 1. 63 17.0 17.0 EqK = 5.59
4 C=120 5.00 0.0 0.0
23. 01 0.169 6. 63 1 . 1 17 .0 Vel = 8 .62
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
i
63 Jefferson Avenue Drawing Date:11/7/14 ll/ 7/14 11:26
Tyco Fire Products Page 7
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
42 23.01 18 . 1 K = 5.41
PATH 5 FROM HYDRAULIC REFERENCE 6 TO 41
23.77 1.049 lE 1.00 18.0 18.0 K = 5.60 i
6S C=120 2.00 -0. 4. 0. 0
23.77 0.179 3.00 0.5 18.0 Vel = 8.91
1.049 1T 0. 91 18 . 1 18. 1 EqK = 5.58
6 C=120 5.00 0. 0 0.0
23. 77 0. 179 5. 91 1 .1 18. 1 Vel = 8. 91
41 23.77 19.2 K = 5.43
PATH 6 FROM HYDRAULIC REFERENCE 5 TO 40
23. 30 1.049 3E 6.27 17 . 3 17.3 K = 5.60
5 C=120 1T 11.00 0.9 0.0
23. 30 0.173 17 .27 3.0 17.3 Vel = 8.73
40 23. 30 21.2 K = 5.07
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
r
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/14 11:27
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: 63 Jefferson Avenue
Location: 63 Jefferson Avenue
Salem, MA
Drawing Date: 11/7/14 Remote Area Number: 2
Contractor: Professional Fire Systems, Inc. Telephone: (508) 625-1840
107 South Street
Hopkinton, MA 01748
Designer: J.Lawton
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: Wood/Steel Occupancy:Mercantile
Reviewing Authorities:Salem Fire Department
SYSTEM DESIGN I
Code:NFPA 13 Hazard:Ord.Haz.Gr2 System Type:WET
Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle
Density (gpm/sq ft) 0.200 1 Make: Tyco
Area per Sprinkler 110. 0 sq ft1 Model: TY-FRB
Hose Allowance Inside 0 gpm I K-Factor: 5. 60
Hose Allowance Outside 250 gpm I Temperature Rating: 155
CALCULATION SUMMARY 16 Flowing Outlets
gpm Required: 617.5 psi Required: 50.1 @ Source
WATER SUPPLY
Water Flow Test I Pump Data I
Date of Test 12/13/12 1 Rated Capacity 0 gpm I
Static Pressure 85.0 psi I Rated Pressure 0.0 psi I
Residual Pres 82.0 psi I Elevation 0 1
At a Flow of 1332 gpm I Make: I
Elevation 0" Model: I
Location: Jefferson Avenue
Source of Information: Professional Fire & Salem Water
SYSTEM VOLUME 530 Gallons
Notes:
H Of M iS�9
r� STEV
YO NIS ^'
PRE r'R TE TI v,
NO
N9
F
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/14 11:27
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 2 368 38.1 psi
1 Pipe 4" 10x21 Allied Domestic 9' 120 4.260 368 0.3
Elevation Change 8 ' 6" 3.7
1 4" Grvd 90 Ell #510S Short Radius 7 ' 120 4.026 368 0. 3
1 4" Grvd Back Flow Valve Ames C200 CHART LOSS 368 5. 9
1 6" x 4" Fingd 90 Ell CI 14 ' 120 6.065 368 0.1
Fixed Flow Outside Hose Allow. 250 gpm
1 Pipe 6" DIx18 America DI 350 200' 140 6.338 618 1.8
Hydr Ref R1 Required at Source 618 50.1 psi
Water Source 85.0 psi static, 82.0 psi residual @ 1332 gpm 618 gpm 84.3 psi
SAFETY PRESSURE 34.2 psi
I
Available Pressure of 84.3 psi Exceeds Required Pressure of 50.1 psi
This is a safety margin of 34.2 psi or 41 8 of Supply
Maximum Water Velocity is 14 . 3 fps
1
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/14 11:27
Page 3
FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
V Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x 4 .52 x (Q/C) ^1. 85 / ID^4 .87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi) , where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0. 01 psi. Pressures are listed to
0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/14 11:27
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI^14) ) (PSI) (GPM) (GPM) (GPM/SQ.FT)
20 8 . 50 18. 3
20S 12 . 00 5. 60 15.4 22.0 22.0 0.20
21 8 . 50 18.4
21S 12.00 5. 60 15. 6 22. 1 22.0 0.20
22 8 .50 18. 9
22S 12.00 5. 60 16.0 22 .4 22.0 0.20
23 8.50 20. 0
23S 12.00 5.60 17.0 23. 1 22.0 0.21
24 8.50 18. 4
24S 12.00 5.60 15.5 22 . 1 22.0 0.20
25 8 . 50 18.5
25S 12 .00 5. 60 15. 6 22 . 1 22.0 0.20
26 8 . 50 19.0
26S 12 .00 5. 60 16. 1 22. 5 22.0 0.20
27 8 . 50 20.0
27S 12.00 5. 60 17 . 1 23.1 22.0 0.21
28 8 .50 18 . 6
28S 12.00 5. 60 15.8 22.2 22.0 0.20
29 8.50 18 .8
29S 12 .00 5. 60 15. 9 22 .3 22.0 0.20
30 8 .50 19.3
30S 12.00 5.60 16. 4 22 .7 22.0 0.21
31 8 . 50 20 . 4
31S 12.00 5.60 17 . 4 23.3 22.0 0.21
32 8.50 21 .7
32S 12.00 5. 60 18 . 6 24 .2 22.0 0.22
33 8 .50 21.5
33S 12 .00 5. 60 18 . 5 24 . 1 22.0 0.22
34 8 .50 22.7
34S 12.00 5.60 19. 5 24 .7 22.0 0.22
35 8.50 22 . 5
35S 12.00 5.60 19.4 24 . 6 22.0 0.22
A3 8.50 38 .1
B1 8.50 22.4
B2 8.50 22.5
B3 8.50 22 . 8
B4 8 .50 23.8
B5 8. 50 36. 4
W 8.50 38. 1
Max velocity of 14 .27 occurs in the pipe from B5 TO B4
Nodes with "S" indicate a node at the top of a sprig or bottom
of drop pendent. The node without an "S" is on the branch.
63 Jefferson Avenue Drawing Date:11/7/14 ll/ 7/14 11:27
Tyco Fire Products Page 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF I.C. TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 20 TO W (PRIMARY PATH)
22.00 1.049 1T 3. 50 15. 4 15. 4 K = 5. 60
20S C=120 5. 00 1.5 0. 0
22 .00 0.155 8 .50 1.3 15.4 Vel = 8 .25
1 . 682 8 .72 18.3 18.3 EqK = 5.15
20 C=120 0.00 0.0 0. 0
22.00 0.016 8.72 0.1 18. 3 Vel = 3.21
22.09 1. 682 8 .72 18 .4 18 .4 EqK = 5.15
21 C=120 0.00 0.0 0.0
44 . 09 0.056 8 .72 0.5 18. 4 vel = 6.43
22. 41 1 . 682 8 .72 18 . 9 18. 9 EqK = 5.15
22 C=120 0.00 0.0 0. 0
66.50 0. 121 8.72 1. 1 18 .9 Vel = 9.70
23.08 1. 682 1T 1 .64 20.0 20.0 EqK = 5.17
23 C=120 9. 90 0.0 0.0
89. 58 0.209 11 .54 2 . 4 20. 0 Vel = 13.06
3.260 11.83 22. 4 22 .4
Bl C=120 0.00 0. 0 0.0
89.58 0.008 11 .83 0.1 22. 4 Vel = 3.48
89. 80 3.260 11 .83 22 . 5 22.5
B2 C=120 0.00 0.0 0.0 See PATH 2
179.38 0.030 11.83 0.4 22.5 Vel = 6.96
138 .78 3.260 11 .83 22.8 22.8
B3 C=120 0.00 0.0 0.0 See PATH 4 AND 3
318 . 16 0.087 11.83 1 .0 22. 8 Vel = 12.35
49. 37 3.260 lE 81 . 42 23.8 23.8
B4 C=120 1T 29.57 0.0 0.0 See PATH 5
367 . 53 0.114 110.98 12 . 6 23.8 Vel = 14 .27
4.260 2T 1. 33 36.4 36. 4
B5 C=120 52 . 67 0.0 0.0
367. 53 0.031 54 . 00 1 .7 36. 4 Vel = 8.35
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
63 Jefferson Avenue Drawing Date:11/7/14 11/ 7/14 11 :27
Tyco Fire Products Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 20 TO W (PRIMARY PATH)
4 .260 0.50 38 . 1 38. 1
A3 C=120 0.00 0.0 0. 0
367 .53 0.031 0.50 0.0 38. 1 Vel = 8.35
W 367.53 38 . 1 K = 59.52
22.09 1 .049 1T 3.50 15. 6 15.6 K = 5. 60
21S C=120 5.00 1 . 5 0. 0
22.09 0.156 8.50 1 .3 15. 6 Vel = 8 .28
21 22 .09 18 .4 K = 5. 15
22.41 1. 049 1T 3. 50 16.0 16.0 K = 5. 60
22S C=120 5.00 1 . 5 0.0
22. 41 0. 161 8 . 50 1 . 4 16.0 Vel = 8. 40
22 22.41 18 . 9 K = 5. 15
i
23.08 1 . 049 1T 3. 50 17.0 17.0 K = 5. 60
23S C=120 5.00 1 .5 0.0
23.08 0.170 8 .50 1 . 4 17.0 Vel = 8.65
23 23.08 20. 0 K = 5.17
PATH 2 FROM HYDRAULIC REFERENCE 24 TO 82
22. 05 1.049 1T 3.50 15. 5 15.5 K = 5.60
24S C=120 5.00 1. 5 0.0
22.05 0. 156 8.50 1 .3 15.5 Vel = 8 .27
1. 682 8 .72 18.4 18 .4 EqK = 5.15
24 C=120 0.00 0.0 0.0
22. 05 0.016 8 .72 0. 1 18 .4 Vel = 3.22
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
63 Jefferson Avenue Drawing Date:11/7/14 I1/ 7/14 11:27
Tyco Fire Products Page 7
HYD. Qa DIA. FITTING PIPE Pt Pt 1
REF "C., TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 2 FROM HYDRAULIC REFERENCE 24 TO 82 CONTINUED
22.14 1 . 682 8 .72 18 .5 18. 5 EqK = 5. 15
25 C=120 0.00 0.0 0.0
44 .20 0.057 8 .72 0.5 18. 5 Vel = 6. 44
22 .46 1 . 682 8 .72 19.0 19.0 EqK = 5.16
26 C=120 0.00 0.0 0.0
66. 66 0. 121 8.72 1.1 19.0 Vel = 9.72
23.14 1. 682 1T 1 . 64 20 .0 20.0 EqK = 5. 17
27 C=120 9. 90 0. 0 0. 0
89.80 0.210 11. 54 2 . 4 20.0 Vel = 13.09
B2 89.80 22. 5 K = 18 . 95
22.14 1 .049 1T 3. 50 15. 6 15. 6 K = 5. 60
25S C=120 5.00 1 .5 0.0
22.14 0. 157 8. 50 1. 3 15. 6 Vel = 8 .30
25 22. 14 18 .5 K = 5. 15
22.46 1.049 1T 3. 50 16.1 16. 1 K = 5. 60
26S C=120 5.00 1 .5 0.0
22 .46 0. 161 8 . 50 1 . 4 16. 1 Vel = 8 .42
26 22. 46 19.0 K = 5. 16
23. 14 1 .049 1T 3.50 17.1 17. 1 K = 5.60
27S C=120 5.00 1 .5 0.0
23.14 0.170 8 .50 1 .5 17. 1 Vel = 8 . 67
27 23. 14 20.0 K = 5. 17
PATH 3 FROM HYDRAULIC REFERENCE 28 TO 83
22 .24 1 .049 1T 3. 50 15.8 15.8 K = 5. 60
28S C=120 5.00 1 . 5 0.0
22.24 0.158 8 .50 1. 4 15.8 Vel = 8. 34
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
63 Jefferson Avenue Drawing Date:11/7/14 ll/ 7/14 11:27
Tyco Fire Products Page 6
1
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 3 FROM HYDRAULIC REFERENCE 28 TO 83 CONTINUED
1 . 682 8 .72 18. 6 18. 6 EqK = 5. 15
28 C=120 0.00 0.0 0.0
22.24 0.016 8 .72 0. 1 18. 6 Vel = 3.24
22.33 1.682 8 .72 18 .8 18.8 EqK = 5. 15
29 C=120 0.00 0.0 0. 0
44 .58 0.058 8.72 0. 5 18. 8 Vel = 6.50 j
22. 66 1. 682 8.72 19.3 19.3 EqK = 5. 16
30 C=120 0.00 0.0 0.0
67.24 0. 123 8 .72 1. 1 19.3 Vel = 9.80
23.34 1. 682 1T 1 . 64 20.4 20.4 EqK = 5. 17
31 C=120 9.90 0.0 0. 0
90.57 0.213 11 .54 2. 5 20. 4 Vel = 13.21
B3 90.57 22.8 K = 18. 96
22 .33 1.049 1T 3. 50 15. 9 15. 9 K = 5. 60
29S C=120 5.00 1 .5 0. 0
22 . 33 0. 160 8.50 1 .4 15. 9 Vel = 8 .37
29 22.33 18 . 8 K = 5.15
22. 66 1.049 1T 3.50 16. 4 16. 4 K = 5. 60
30S C=120 5.00 1. 5 0.0
22. 66 0. 164 8 .50 1 . 4 16. 4 Vel = 8.49
30 22. 66 19.3 K = 5. 16
23.34 1. 049 1T 3.50 17. 4 17. 4 K = 5.60
31S C=120 5.00 1.5 0. 0
23. 34 0. 173 8 . 50 1.5 17. 4 Vel = 8.75
31 23. 34 20. 4 K = 5. 17
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
63 Jefferson Avenue Drawing Date:11/7/14 ll/ 7/14 11:27
Tyco Fire Products Page 9
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 4 FROM HYDRAULIC REFERENCE 33 TO B3
24 .06 1.049 1T 3.50 18 .5 18. 5 K = 5.60
33S C=120 5.00 1.5 0. 0
24 .06 0. 183 8.50 1. 6 18. 5 Vel = 9.02
1.682 8 .72 21 . 5 21. 5 EqK = 5.18 .
33 C=120 0.00 0. 0 0.0
24 .06 0.018 8 .72 0.2 21. 5 Vel = 3.51
24. 15 1 . 682 1T 7.08 21.7 21.7 EqK = 5.19
32 C=120 9.90 0.0 0. 0
48 .21 0.066 16.98 1. 1 21.7 Vel = 7.03
B3 48 .21 22. 8 K = 10.09
24 . 15 1.049 1T 3.50 18 . 6 18.6 K = 5.60
32S C=120 5.00 1.5 0.0
24 . 15 0. 184 8 . 50 1. 6 18. 6 Vel = 9.05
32 24 . 15 21.7 K = 5.19
PATH 5 FROM HYDRAULIC REFERENCE 35 TO B4
24. 64 1.049 1T 3.50 19.4 19. 4 K = 5. 60
35S C=120 5.00 1.5 0.0
24 . 64 0. 191 8 .50 1. 6 19.4 Vel = 9.24
1. 682 8.72 22.5 22. 5 EqK = 5.19
35 C=120 0.00 0.0 0.0
24 .64 0.019 8 .72 0.2 22.5 Vel = 3. 59
24 .73 1 . 682 1T 7 .08 22.7 22.7 EqK = 5.20
34 C=120 9.90 0.0 0 .0
49.37 0.069 16.98 1.2 22 .7 Vel = 7.20
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
63 Jefferson Avenue Drawing Date:11/7/14 ll/ 7/14 11:27
Tyco Fire Products Page 10
I
HYD. Qa DIA. FITTING PIPE Pt Pt I
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
B4 49.37 23.8 K = 10. 11
24.73 1 . 049 1T 3.50 19.5 19. 5 K = 5. 60
34S C=120 5.00 1 .5 0.0
24 .73 0.193 8.50 1 . 6 19.5 Vel = 9.27
34 24 .73 22.7 K = 5.20
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)