HomeMy WebLinkAboutBuilding Permit #148 - 81 MAYFLOWER DRIVE 8/24/2007 BUILDING PERMIT of "°RTh q
t,'10 #6
TOWN OF NORTH ANDOVER 0r " op
APPLICATION FOR PLAN EXAMINATION
Permit NO: YDate Received
7q'u0N.t7EG�PP��y
7 SSAGHUSE
Date Issued: �- v�
IMPORTANT:Applicant must complete all items on this page
LOCATION .5' —
Print
PROPERTY OWNER / . ;�c -
Print
MAP NO: PARCEL: ZONING DISTRICT: Historic District yes
Machine Shop Village yes no
TYPE OF IMPROVEMENT PROPOSED USE
Reside ' Non-'Residential
New Buildin One famil
Addition Two or more family Industrial
Alteration No. of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
Septic Well Floodplain Wetlands Watershed District
Water/Sewer
/� ( DESCRIPTION OF WORK TO BE PREFORMED: r
L"An-S41eUe T=Dw
a Cole (��Mdd-e-,
Identification Please Type or Print Clearly) 4 78-
OWNER: Name: 1L_ e���.ne, c Phone: q�P
Address:
CONTRACTOR Name: aG-&ao Phone: 8 3�8 zf�►
Address (0 Y��� �( -oa-�,c` A10. ®vee, m A- orSq115'
Supervisor's Construction License: C 5w7�5 3a�-. Exp. Date:
Home Improvement License: Exp. Date: _
ARCHITECT/ENGINEER ;, ;;R�, r� 1" 5�> Phone:
Address: 4&-)� CoicD Reg. No.
FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $ �a y b �� FEE: $
Check No.: 372 7 Receipt No.:
NOTE: Persons contracting with unregistered contrac rs do not have access to the guaranty fund
'Signature of Agent/0 - ignature of contract
Plans Submitted Plans Waived Certified Plot Plan Stamped Plans
TYPE OF SEWERAGE DISPOSAL
Public Sewer Tanning/Massage/Body Art Swimming Pools
Well Tobacco Sales Food Packaging/Sales
Private(septic tank,etc. Permanent Dumpster on Site
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THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVE OPMENT
COMMENTS
DAT REJECTED DATE APPROVED
CONSERVATION. 2 2
COMMENTS GI�' 7 G ahgMG`r/l UliiV R04 /1L (5'dj&hW INJ
O�
DATE REJECTED DATE APPROVED
HEALTH
COMMENTS
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/Si nature&Date Driveway Permit
Located at 384 Osgood Street
FIRE DEPARTMENT - Temp Dumpster on site yes no
Located at 924 Main Street
Fire Department signature/date
COMMENTS
Dimension
Number of Stories: Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine
NOTES and DATA— For department use
❑ Notified for pickup - Date
Doc.Building Permit Revised 2007
J
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
w( Building Permit Application
ertified Proposed Plot Plan
,/Photo of H.I.C. And C.S.L. Licenses
Workers Comp Affidavit
41"Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
e--Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
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Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2007
Location
No /2e Date 3
NORTH TOWN OF NORTH ANDOVER
so. s
` Certificate of Occupancy $ �O
,ssACHUSEI Building/Frame Permit Fee $
Foundation Permit Fee $ ��U
Other Permit Fee $
TOTAL $ J
q
Check #J7-? 7
2051 ;
Building Inspector
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NORTH
Town of over
No. o
8
o , yy dover, Mass.,
()
LAKE
I�lb COCHICMEWICK
7�ADRATED PPa\ �C
S BOARD OF HEALTH
PERMIT T D Food/Kitchen
Septic System
// BUILDING INSPECTOR
THISCERTIFIES THAT............ ... .. ' ... ..... 4: `:.., .r •................................................................................... Foundation
has permission to erect........................................ buildings on ... 1... ��R y /...� ve '.. .......................... Rough
to be occupied as /.. ,r'�l-... A, r.,l� ............................... Chimney
.......................... . .
provided that the person accepting this pe�mit shall in every reOct conform to the terms of the application on file in Final
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
PERMIT EXPIRES IN 6 MONTHS Final
ELECTRICAL INSPECTOR
UNLESS CONSTRUCTIO TARTS Rough
.................................. Service
BUILD G INSPECTOR
Final
Occupancy Permit Required to Occupy Building GAS INSPECTOR
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.
SEE REVERSE SIDE Smoke Det.
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DIMENSIONS IN FIELD
DO NOT SCALE DRAWINGS
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required on aielrwaya Iellh three(7)or me 030,030,where[he
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DIMCNSE NS IN,FIONSELD AND ^-
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Emergency egress: Sleeping rooms shall have at least one(1) -
openable window or wmoi door to-permit emergency egress or rescue: A' [W�
l required window must be operable from the inside without the use of separate
tools,and shall-conform to thcfolloivmg:
opla
"1. the sill height shall be not more than forty°fLnr(44).
inches above the finish floor; I •' II , l all `I�jID011
shall provide a minimum net clear opening area of 3.3 - if
2Q"�O
square feet with a rectangle having minimum net clear opening v
dimensions of twenty(20)inches by twenty-four(24)inches,in either I - 1-Gfl SI,GII G 1•Gj1. •'-GII 51-OI_I- L1-dl 2 101-b11 r4
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direction. If a double hung unit is used,then such dimensions shall ( -1.-
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10.E General C.mraef.r responslblc forapliridg-d/o,rdudshi's my eaMslinc it."1, - Ll.l
..irtIDg CW,bed.61—6-aged during<omW<lim Prm<dwe _ .
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on.on she Areu to receive vegelwion'Kell be prose<l.d ham erosion mdl Such. � � LLJ�
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Penult#
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: Old Salem Village
Report Date:11/01/06
Data filename_Untitled.rck
Energy Code: Massachusetts Energy Code
Location: Lowell,Massachusetts
Construction Type: 1 or 2 Family,Detached
Heating Type: Other(Non-Electric Resistance)
Glazing Area Percentage; 13%
Heating Degree Days: 6339
Construction Site: Owner/Agent: Designer/Contractor.
Unit F-&--J4 Key Lime Inc J&J Heating&Air Cond
North Andover.MA 1538 Turnpike Street 17 Arlington St
North Andover,MA 01845 Dracut,MA 01826
978-45x1$197
-111 1-1111 p
Ceiling 1:Flat Ceiling or Scissor Truss: 1251 30.0 0.0 44
Ceiling 2:Cathadral Coifing(no attic): 195 30.0 0.0 7
Wall 1:Wood Frame,18"o.c.: 2326 13.0 0.0 163
Window 1.'Wood Frame.Double Pane: 297 0-320 95
Door 1:Solid: 39 0.460 18
Floor 1;All-Wood Joist/Truss-01W Unconditioned Space: 1446 19-0 0.0 68
Furnace 1;Forced Hot Air.96 AFUE
Air Conditioner 1:Electric Central Air.13 SEER
Compliance Statement.-The prvPosed building design described here Is consistent with the building plans,specfFications,and other
calculations submitted with the Permit application.The proposed building has been designed to meat the Moasachuseffs Energy
Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.The heating load for this building,and the cooling bad if appropriate,has boon determined using the applicable Standard
Design Conditions found In the Code.The HVAC equipment selected tQ heat or cool the Wilding shall be no greater than 125%of
the des load as spec5v in Sections 780CMR,1[33110 and J4. -
Buf !Designer Corn
panAffm Date
Old Salem Village Page 1 of a
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REScheck Software Version 3.7.3
Inspection Checklist
Date: 11/07/06
Callings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-�30.0 Cavity insulation
Comments:
❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation
Comments:
Abova-Grade Walls:
❑ Wall 1:Wood Frame,16'o.c.,R-13.0 cavity insulation
Comments:
Windows:
❑ Window 1:Wood Frame:Double Pane.U-factor.0.320
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Solid,1.1-factor:0.460
Comments:
Floors:
❑ Floor 1:All-Wood Joistfrruss:Over Unconditioned Space,R-19.0 Cavity insulation
Comments:
Heating and Cooling Equlprnent:
❑ Fumaca 1:Forced Hot Air.96 AFUE or higher
Make and Model Number.
❑
Air Conditioner 1:Electric Central Air 13 SEER or higher
Make and Model Number:
Air Leakage:
❑ Joints,panatrations,and all other such openings in the building envelope that are sources of air leakage must be seated.
❑ When installed in the building envelope,recessed fighting fixtures Shell meet one of the following requirements:
I. Type IC rated,manufactured with no penetrations between the inside of the recessed fudure and ceiling cavity and seated or
Basketed to prevent air leatmge into the uncondidoned space.
Z. Type IC rated,in accordance with Standard ASTM E 283.with no more than 2-0 cfm(0.944 tis)air movement from the the
conditioned space to the callino cavity.The lighting fixture shoo have been tasted at 75 PA or 1.67 IbSM pressure dxfferenc:a
and shall be labeled.
Vapor Retarder.
❑ Required on the warm-In-winter Side of all non-vented framed ceilings,walls,and floors.
Materials IdenWIk atlon.
❑ Materials and equipment must be identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.
❑ Insulation R-values,glazing Id-factors,and heating equipment efficiency must be dearly marked on the building plans or
specifications.
Old Salem Village Page 2 of 4
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Duct Insulation:
❑ Ducts shell be insulated per Table J4.4.7.1.
Duct Construction:
❑ All acoesslble Joints,ssems,and connections of supply and return ductwork Iocated outside condtdoned space,including stud
bays or joist cavibes/spaces used to trance air,shall be sealed using mastic and fibrous badting tape installed according to
the manufacturers installation instructions.Mesh tape may be omitted where gaps are less than 118 inch.Duct tape is not
permitted.
Q The HVAC"am must provide a means for balancing air and water systems.
Temperature Controls-
[� Thermostats are required for each separarle HVAC system_A manual or automatic means to partially restrict of shut off the
heating and/or cooling Input to each zone or floor shall be provided.
Heating and Cooling Equipment StAng:
❑ Rated output capacity of the heaUng/cooiing system is not greater than 125%of the design load as specified in Sections
780CMR 1310 and J4.4.
Circulating Hot Water Systema:
❑ Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
Q All heated swimming pools must have an onloff heater switch and require ai cover unless over 20%of the heating energy is from
non-depletable sources.Pod pumps require a time clock.
Heating and Cooling Piping Insulation:
Q HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels In Table
2.
Old Salem Village Page 3 of
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Table f:Minimum Insuladon Th/cknass for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sties
Non-Circulating Runouts Ckoulating Mains and Runouts
Heated Water
Tem erature F Up to 1" Up to 1.25" 1.5"to 2.(r Over 2"
170-180 0-5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2:Mlnlmum Insulation 7hkkness for HVAC Pip"
Fluid Temp.
Insulation Thickness In Inches by pipe Sizes
Piping System Types Range("1=) 2"Runouts 1"and Less 1.25"to 2.0' 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water.Refrigerant and 40-65 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
Old Salem Village page 4 of 4
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. ✓fie Vanvnxaruueal!/ a� ac�ivaelld �
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Board of Building Regulations and Standards
Constructiop Supervisor License
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BEN JAMIN'C, OSGQet�
69 OLD VILLAGE
NO ANDOVER,MA 01845 Cominissioner
WORKERS COMPENSATION AND EMPLOYERS LIABILITI ASURANCE POLICY
INFORMATION PAGE
= Associated Industries of Massachusetts Mutual Insurance Company
Burlington, Massachusetts NCCI NO 26158
(800)876-2765
POLICY NO. I AWC 7013446012006
PRIOR NO. AWC 7013446012005
ITEM
1. The Insured Keylime Inc
Mailing Address: 1538 Turnpike Street North AndoverMA 01845
.i (No. Street Town or City County Slate Lp Code
=� ❑ Individual ❑ Partnership Corporation F] Other FEIN 04-3311218
®
Other workplaces not shown above:
f
2. The policy period is from09/15/2006 to 09/15/2007 12:01 a.m.standard time at the insured's mailing address.
3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here;
MA
B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A.
The limits of our liability under Part Two are: Bodily Injury by Accident$ 1,000,000 eachaccident
Bodily Injury by Disease $ 1,000,000 policy limit
Bodily Injury by Disease $ 1,000,000 each employee
C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A
D. This policy includes these endorsements and schedules: SEE SCHEDULE
4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans.
All information required below is subject to verification and change by audit.
Classifications Premium Basis Rates
Code Estimated Per$100 Estimated
Total Annual of Annual
No. Remuneration Remuneration
Premium
INTRA 285896
SEE EXT NSION OF INFORI AATION PAGE
i Minimum premium$ 500.00 Total Estimated Annual Premium $ 1,128.00
As indicated,interim adjustments of premium shall be made: Deposit Premium $ 1,160.00
®
Annually, ❑ Semi Annually ❑ Quartedy ❑ Monthly
MA Assessment Chg.
$768.55 x 4.1920% $32.00
.1
;JJ
.I
i This policy,including all endorsements,is hereby countersigned by 08/03/2006
Z
Authorized Signature Date
? GOV GOV KIND PLACING CLAIM NAME SAFETY
I STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP M P Roberts Insurance Agency
MA 15645 2 1705 Inc
WC 00 00 01 A(11-88) 1060 Osgood Street
I
Includes h North Andover,MA 01845
copyrighted material d the National Council on Compensation Insurance,
I used with its pemAssion.
OLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 7:25
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: OLD SALEM VILLAGE
Location: RT. 114
NORTH ANDOVER, MA
Drawing Date: 12-26-06 Remote Area Number: 1
Contractor: HOME FIRE PROTECTION Telephone: 603-244-1248
www.homefp@comcast.net
29 HUNTER DR
EPPING, NH 03042
Designer: BE
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: COMBUSTIBLE Occupancy:RESIDENTIAL
Reviewing Authorities:NAFD
SYSTEM DESIGN
Code:NFPA 13D Hazard:RES System Type:WET
Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle
Density (gpm/sq ft) RES I Make: TYCO
Area per Sprinkler 324.0 sq ftj Model: LFII
Hose Allowance Inside 0 gpm I K-Factor: 4.90
Hose Allowance Outside 0 gpm Temperature Rating: 155
CALCULATION SUMMARY 2 Flowing Outlets
gpm Required: 33.9 psi Required: 70. 9 @ City Supply
WATER SUPPLY
Water Flow Test Pump Data
Date of Test 9-12-06 Rated Capacity 0 gpm
Static Pressure 81.0 psi Rated Pressure 0.0 psi
Residual Pres 74.0 psi I Elevation 0
At a Flow of 1300 gpm Make:
Elevation 0" Model:
Location:
Source of Information: HOME FIRE PROTECTION, INC.
SYSTEM VOLUME 15 Gallons
Notes:
OLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 7:25
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C IDm
gp psi TOTALS
Hydr Ref W Required at Hyd Area 1 34 46.8 psi
1 1" Grvd 90 Ell?Take Out? 2 ' 120 1.049 34 0. 9
1 Pipe 1" 10x21 17 ' 120 4 .260 34 0.0
Elevation Change 8 '0" 3.5
Fixed Flow Inside Hose Stream 0 gpm
Total Loss for Riser 4.3 psi
Hydr Ref Rl Requiredat Base of Riser 34 51.1 psi
„
1 1" Fingd Back Flow Valve Watts 007 CHART LOSS 34 5. 0
1 Pipe 1" CUx21 Copper K 50' 150 0.995 34 14. 8
Fixed Flow Outside Hose Stream 0 gpm
Total Loss for Underground 19.8 psi
Hydr Ref R2 Required at City Supply 34 70. 9 psi
Water Source 81 .0 psi static, 74 .0 psi residual @ 1300 gpm 34 gpm 81.0 psi
SAFETY PRESSURE 10.1 psi
Available Pressure of 81.0 psi Exceeds Required Pressure of 70. 9 psi
This is a safety margin of 10.1 psi or 12 % of Supply
Maximum Water Velocity is 12.7 fps
OLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 7:25
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 Pb = 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
OLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 7:25
Page 4
-----------------
NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES
NO. (FT. ) K-FACTOR (PSI) (U.S.GPM)
--------------------------------------------------------------------------------
1 29.00 4.90 12.0 17. 0
2 29.00 4.90 12. 0 17.0
10 8.00 40.8
11 29.00 12,8
W 8.00 46.8
Max velocity of 12.73 occurs in the pipe from 10 TO W
OLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 7:25
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
----------------------------------
16. 97 1 . 109 1T 6.02 12.0 12.0 K = 4 . 90
2 C=150 9.91 0.0 0.0
16. 97 0.048 15. 92 0.8 12.0 Vel = 5. 69
16. 97 1. 109 3E 56.87 12.8 12.8
11 C=150 4T 51.51 9.1 0.0
33.95 0.175 108.38 18.9 12.8 ' Vel = 11.39
1.049 lE 15.17 40.8 40.8
10 C=120 2.00 0.0 0.0
33.95 0.346 17.17 5.9 40.8 Vel = 12.73
W 33. 95 46.8 K = 4. 96
----------------------------------------------------------------------
16.97 1.109 1T 6.02 12.0 12.0 K = 4 .90
1 C=150 9.91 0.0 0.0
16. 97 0.048 15.92 0.8 12.0 Vel = 5. 69
11 16. 97 12.8 K = 4.75
--------------------------------------------------------------------
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
.#Uu water Required Hose Allowance Drawn By
OLD SALEM VILLAGE Static Pressure: 81.0 psi Pressure: 70.9 psi Inside: 0 gpm SprinkCAD
RT. 114 Residual Pressure: 74.0 psi Total Flow: 34 gpm Outside: 0 gpm Tyco Fire Products
NORTH ANDOVER, MA Flow: 1300 gpm Safety Pressure: 10.1 psi
(800)495-5541
Remote Area: 1 Date/Loc: 9-12-06
140
120
100
80 Supply
P
S
I
60
40
20
100 150 200 250 300 350 400 450 500
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