HomeMy WebLinkAboutBuilding Permit #713 - 21 HIGH STREET 6/2/2008Permit N0:
BUILDING PLKMI l
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Date Received
Or b.. •'�• � �
TYPE OF IMPROVEMENT
❑ New Building
❑ Addition
N15AIteration
0 Repair, replacement
D Demolition
I z Vw (L
OWNER: Name
PROPOSED USE
Residential
0 One family
❑ Two or more'famil.y- ,
No. of units:
0 Assessory Bldg
❑ Other
Non- Residential
,0 Industrial
0 Commercial
0 --Others,
DESCRIPTION OF WORK TO BE PREFORMED:
(i 0 tk % & i 1r1 _ R\ate
dentification Please Type or Print Clearly)
%b -� oz' �w Q ern, cn-• C dt -C "
hone:
ARCHITECT/ENGINEER � M W c4 �J �`a I � (� Phone/: (.-)tZ-
�' Vt 1, 1.,r, f' W
Address: S u I` (• �e—� �r l i �a� �� J-S(7SCH'4� Reg. No. % Q 4rZ—
FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
Total Project Cost: $ 111718 000 FEE: $ ,- S 7 'b -�'-1C _
Check No.: - ® 9 7' - Receipt No.: 911'
NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund
TYPE OF IMPROVEMENT
❑ New Building
❑ Addition
N15AIteration
0 Repair, replacement
D Demolition
I z Vw (L
OWNER: Name
PROPOSED USE
Residential
0 One family
❑ Two or more'famil.y- ,
No. of units:
0 Assessory Bldg
❑ Other
Non- Residential
,0 Industrial
0 Commercial
0 --Others,
DESCRIPTION OF WORK TO BE PREFORMED:
(i 0 tk % & i 1r1 _ R\ate
dentification Please Type or Print Clearly)
%b -� oz' �w Q ern, cn-• C dt -C "
hone:
ARCHITECT/ENGINEER � M W c4 �J �`a I � (� Phone/: (.-)tZ-
�' Vt 1, 1.,r, f' W
Address: S u I` (• �e—� �r l i �a� �� J-S(7SCH'4� Reg. No. % Q 4rZ—
FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
Total Project Cost: $ 111718 000 FEE: $ ,- S 7 'b -�'-1C _
Check No.: - ® 9 7' - Receipt No.: 911'
NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund
L -
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 ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF U FORM
DATE REJECTED
PLANNING &-DEVELOPMENT El—
COMMENTS
CONSERVATION
COMMENTS
HEALTH
COMMENTS
DATE APPROVED
W A w
DATE REJECTED DATE APPROVED
9
DATE REJECTED DATE APPROVED
❑ ❑
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision:
Conservation Decision:
Comments
Comments
Water & Sewer Connection/Signature & Date Driveway Permit
Located at 384 Osgood Street
wmension
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
MGL Chapter 166 Section 2 1 A —F and G min. $100-$1600 fine No
Doc.Building Permit Revised 2007
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)
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ 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
Doc: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2007
Location,
No.
712 Date i 2z�
�ORTM TOWN OF NORTH ANDOVER
O
f S
Certificate of Occupancy $
sACNUs <� Building/Frame Permit Fee $
Foundation Permit Fee $
Other Permit Fee $
TOTAL $
Check #
MMMP
�
2120' '
ng Inspector
Project Numl:
Project Title:
Project Locat
Name of Buil
Nature of Pro
Permit Affidavit
In accordance with section 116.0 of the Massachusetts State Building Code, I Jai Sing Khalsa_
Registration No. 6042 being a Registered Professional Engineer/Architect hereby certify that I have
prepared of directly supervised the preparation of all design plans, computations and specifications
concerning:
Entire Project_
Fire Protection
HVAC_
Electrical
Plumbing
Other(Specify)
For the above named project and that, to the best of my knowledge, such plans computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, all
acceptable engineering practices and applicable laws and ordinances for the proposed use and
occupancy.
I further certify that I shall perform the necessary professional services and be present on the
construction site on a regular and periodic basis to determine that the work is proceeding in
accordance with the documents approved for the building permit and shall be responsible for the
following as specified in section 116.2.2:
1. Review of shop drawings, samples and other submittals of the contractor as required by the
construction contract documents as submitted for building permit, and approval for conformance to
the design concept.
2. Review and approval of the quality control procedures for all code required controlled materials.
3. Special architectural or engineering professional inspection of critical construction components
requiring controlled materials or construction specified in the accepted engineering practice standard
listed in Appendix B.
Pursuant to section 116.2,3 1 shall submit periodically, a progress report together with pertinent
comments to the LWA wlp� Building Inspector.
Upon completion of the work, I shall submit a final report as to the satisfactory completion and
for occupancy.
and Stamp
, FRED A9cy�
Q� �NGFi
(P
No.
No. 6042 D
CAMBRIDGE
0y MA Jy
�Fq(lH F MASSP��
30- D�
Date
On this day of M (t 20 , he undersigned notary public, personally
appeare&S �,l-N-AL�lk (name of document signer), proved to me through
satisfactory evidence of identification, which were N 4YZ�&Agbe the person whose
name is signed on the preceding or attached document, and acknowledged to me that he/she signed it
voluntarily for its' stater' purpose.
fl 11
Aew
My commission expiresSara F.
,���ieg
Y P C ►►rrlo"WIth of Mzxxhuseff,
My Commission Exfires
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Permit Affidavit
Project Number: 27300
Project Title: 21 High Street Building 3, 4"' Floor
Project Location: North Andover, Massachusetts
Name of Building: East Mill — 21 High Street
Nature of Project: Residential
In accordance with section 116.0 of the Massachusetts State Building Code, I Michael Zimmerman
Registration No. 32801 being a Registered Professional Engineer/Architect hereby certify that 1 have
prepared or directly supervised the preparation of all design plans, computations and specifications
concerning:
Entire Project HVAC ✓ Plumbing ✓
Fire Protection Electrical ✓ Other (specify)
For the above named project and that, to the best of my knowledge, such plans computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable
engineering practices and applicable laws and ordinances for the proposed use and occupancy.
I further certify that I shall perform the necessary professional services and be present on the construction
site on a regular and periodic basis to determine that the work is proceeding in accordance with the
documents approved for the building permit and shall be responsible for the following as specified in section
116.2.2:
1. Review of shop drawings, samples and other submittals of the contractor as required by the construction
contract documents as submitted for building permit, and approval for conformance to the design concept.
2. Review and approval of the quality control procedures for all code required controlled materials.
3. Special architectural or engineering professional inspection of critical construction components requiring
controlled materials or construction specified in the accepted engineering practice standard listed in
Appendix B.
Pursuant to section 116.2,3 1 shall submit periodically, a progress report together with pertinent comments
to the North Andover Building Inspector.
Upon completion I shall submit a final report as to the satisfactory completion and readiness of
the project for
J �7
Da
On this day 206 F , before me, the undersigned notary public,
Ax
personally appeared ,UIP �'rn ol�./yt,t� (name of document signer), proved
to me through satisfactory evidence of identification, which were 54I00L- I , to be
the person whose name is signed on the preceding or attached document, and acknowledged to me
that he/she signed it voluntarily for it's stated purpose.
As an Employee for Allied Consulting Engineering Services, Inc.
&kAL My commission expires 3 / 7kQ 11
NOTARY PUBLIC
Permit Affidavit
Project Number: 27300
Project Title: 21 High Street Building 3, 0' Floor
Project Location: North Andover, Massachusetts
Name of Building: East Mill — 21 High Street
Nature of Project: Residential
In accordance with section 116.0 of the Massachusetts State Building Code, I Michael Zimmerman
Registration No. 32801 being a Registered Professional Engineer/Architect hereby certify that I have
prepared or directly supervised the preparation of all design plans, computations and specifications
concerning:
Entire Project HVAC Plumbing 0001,
Fire Protectioni/ Electrical ✓ Other (specify)
For the above named project and that, to the best of my knowledge, such plans computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable
engineering practices and applicable laws and ordinances for the proposed use and occupancy.
I further certify that I shall perform the necessary professional services and be present on the construction
site on a regular and periodic basis to determine that the work is proceeding in accordance with the
documents approved for the building permit and shall be responsible for the following as specified in section
116.2.2:
1. Review of shop drawings, samples and other submittals of the contractor as required by the construction
contract documents as submitted for building permit, and approval for conformance to the design concept.
2. Review and approval of the quality control procedures for all code required controlled materials.
3. Special architectural or engineering professional inspection of critical construction components requiring
controlled materials or construction specified in the accepted engineering practice standard listed in
Appendix B.
Pursuant to section 116.2,3 1 shall submit periodically, a progress report together with pertinent comments
to the North Andover Building Inspector.
Upon completi , I shall submit a final report as to the satisfactory completion and readiness of
the project f�
ate
On this -,�9fkdlvavp A y 20 D , before me, the undersigned notary public,
personally appeared 1Ct:c-J ��lYYI/Yl�('. /LL[r11� (name of document signer), proved
to me through satisfactory evidence of identification, which were 2-h 11) , to be
the person whose name is signed on the preceding or attached document, and acknowledged to me
that he/she signed it voluntarily for it's stated purpose.
As an Employee for Allied Consulting Engineering Services, Inc.
dll&k My commission expires_ b6//
NOTARY PUB IC
Permit Affidavit
Project Number: 27300
Project Title: 21 High Street Building 3, 4`h Floor
Project Location: North Andover, Massachusetts
Name of Building: East Mill — 21 High Street
Nature of Project: Residential
In accordance with section l 16.0 of the Massachusetts State Building Code, I Michael Zimmerman
Registration No. 32801 being a Registered Professional Engineer/Architect hereby certify that I have
prepared or directly supervised the preparation of all design plans, computations and specifications
concerning:
Entire Project HVAC Plumbing
Fire Protection J Electrical Other (specify)
For the above named project and that, to the best of my knowledge, such plans computations and
specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable
engineering practices and applicable laws and ordinances for the proposed use and occupancy.
1 further certify that I shall perform the necessary professional services and be present on the construction
site on a regular and periodic basis to determine that the work is proceeding in accordance with the
documents approved for the building permit and shall be responsible for the following as specified in section
116.2.2:
1. Review of shop drawings, samples and other submittals of the contractor as required by the construction
contract documents as submitted for building permit, and approval for conformance to the design concept.
2. Review and approval of the quality control procedures for all code required controlled materials.
3. Special architectural or engineering professional inspection of critical construction components requiring
controlled materials or construction specified in the accepted engineering practice standard listed in .
Appendix B.
Pursuant to section 116.2,3 1 shall submit periodically, a progress report together with pertinent comments
to the North Andover Building Inspector.
Upon completion of the `!( bmit a final report as to the satisfactory completion and readiness of
the project for occupan
7y, i iwl� ,
On this %today of X11/ 200?, before me, the undersigned notary public,
personally appeared A1tWJlc (name of document signer), proved
to me through satisfactory evidence of identification, which were 5 1 Z_, to be
the person whose name is signed on the preceding or attached document, and acknowledged to me
that he/she signed it voluntarily for it's stated purpose.
As an Employee for Allied Consulting Engineering Services, Inc.
/W& My commission expires c3 a
NOTARY PUB)k/
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CHANGE ORDER
East Mill Residences
21 High Street, North Andover, MA
Phase IC
RCG LLC
TO:
(Contractor) 17 Ivaloo Street
Somerville, MA 02143
Distribution to:
RCG LLC
RCG Builders LLC
- David Steinbergh
- Skip Rose
Change Order Number: 2
Initiation Date: 29 -May -08
Architect's Project No.: 07002
Contract For: Adaptive re -use of existing commercial
space into residiences
L__J Contract Date:
You are directed to make the following changes in this contract as a result of approved Change Estimates:
CE # Date Approved DESCRIPTION
Amount
4th Floor Building 3 - Additional
9 Residences
1 529/2008
Miscellaneous Metal
$1,500.00
I 5292008
Rough Carpentry
$70,000.00
I 5292008
Millwork
$38,000.00
1 529/2008
Insulation
$14,000.00
l 5292008
Wood and Plastic Doors
$17,000.00
1 529/2008
Windows
$78,000.00
1 5292008
Gypsum board
$85,000.00
1 529/2008
Tile, Marble and Granite
$11,000.00
1 5292008
Wood Flooring
$38,000.00
1 529/2008
Resilient Flooring
$1,000.00
1 5292008
Carpet
$12,000.00
1 5/29/2008
Painting
$34,000.00
1 529/2008
Interior Signage
$500.00
1 529/2008
Fire Extinguishers
$500.00
1 529/2008
Postal Specialties
$500.00
1 529/2008
Toilet and Bath Accessories
$1,000.00
1 529/2008
Food Service Equipment
$30,000.00
1 529/2008
Furniture and Accessories
$37,000.00
1 529/2008
Fire Protection
$26,000.00
1 529/2008
Plumbing
$78,000.00
1 529/2008
HVAC
$83,000.00
1 529/2008
Electrical
$72 000 00
The original Cost Plus was
The net change by previously authorized Change Orders
The Cost Plus prior to this Change Order was
The Cost Plus will be increasedby this Change Order
The new Cost Plus including this Change Order will be
The Contract Time will be unchanged
General Conditions: $0.00
Fee: $0.00
Total: $728,000.00
Total AIA Change Order Amount: $728,000.00
$809,378.00
$12,000.00
$821,378.00
$728,000.00
$1,549,378.00
( ) days
12 -Jul -07
CHANGE ORDER
to:
DCG
LbCtion
-David Steinbergh
RCG Builders LLC
- Skip Rose
East Mill Residences
Change Order Number:
2
21 High Street, North Andover, MA
Phase 1C
Initiation Date:
29 -May -08
Architect's Project No.:
07002
RCG LLC
Contract For: Adaptive re -use of existing
commercial
TO: 17 Ivaloo Street
space into residiences
(Contractor)
Somerville, MA 02143
L__J
Contract Date:
12 -Jul -07
Von are directed to make the following changes in this contract as a result of approved Change Estimates:
CE # Date AyProved
DESCRIPTION
Amount
RCG LLC
RCG Builders LLC
OWNER
CONTRACTOR
17 Ivaloo Street
17 Ivaloo Street
Address
Address
Somerville, MA 02143
Somerville, MA 02143
l
BY
S VIP.
DATEV3�
DATE 5/29/2008
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NOTICE
TO
EMPLOYEES
NOTICE
TO
EMPLOYEES
The Commonwealth of Massachusetts
DEPARTMENT OF INDUSTRIAL,
600 Washington Street, Boston, Massachusetts 02111
617-7274900
As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you
notice that 1(we) have provided for payment to our injured employees under the above mentioned
chapter by insuring with: : .
ASSOCIATED EMPLOYERS INSURANCE COMPANY
NAME OF INSURANCE COMPANY
54 THIRD AVENUE, P.O. BOX 4070, BURLINGTON; MA 01803-0870 _
ADDRESS OF INSURANCE COMPANY
WCC 5005531412009 05/10/2008 - 05/10/2008
POLICY NUMBER EFFECTIVE DATES
24 Federal Street 4th Floor
Boston Insurance Brokerage Inc BOSton, MA 02110 (617) SM -7000
NAME OF INSURANCE AGENT ADDRESS PHONE
RCG Builders LLC 17 ivaloo Street -Suite 100 Somerville, MA 02143
EMPLOYER ADDRESS
03/10/2008
EMPLOYER'S WORKERS COMPENSATION OFFICER (IF ANY) DATE
MEDICAL TREATMENT'
The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish
adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act.
A copy of the First Report of Injury must be given to the i4ufcd employee. The employee may select his or her own physician.
The reasonable cost of the services provided by the treating physician wn7l be paid by the,insurer, if the treatment is necessary
and reasonably connected to the work related iuijrrry. In eases requiring hospital attention, employees are hereby noted drat
the hwrer has arranged for such attention at the
NEAREST AND BEST MEDICAL FACILITY
NAME OF HOSPITAL ADDRESS
TO BE POSTED BY EMPLOYER
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Fire Protection by Computer Design
:Allied Consulting Engineering
.215 Boston Post Road
`Sudbury MA 01776
978-443-7888
Job Name :. 1.HIGH STREET
Building l High' Street- 4th Floor
Location North Andover, MA
System 1
Contract 27300
Data File 273.00.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
,A)_lie&_Consulting Engineering Page 2
1 HIGH STREET Date
"HYDRAULIC DESIGN INFORMATION SHEET
Name - One High Street Date - 05-22-08
Location - North Andover, MA. _/
Building - 1 High Street- 4th Floor System No. - 1
Contractor - TBD. Contract No. - 27300
Calculated By — Mark Greenwich.: Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 12'6"
OCCUPANCY - Residential/Light Hazard
S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D
Y Number of Sprinklers Flowing: ( )l ( )2 ( )4 (12)
S (X)OtherQuick Response heads used- 35% Reduction in remote area= 975 sq. ft
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - NA Gpm System Type
Listed Pres. at Start Point - NA Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 13 x 8 ( ) Deluge ( ) PreAction
E Domestic Flow Added NA Gpm Sprinkler or Nozzle
S Additional Flow Added - NA Gpm Make Central Model TY3321
I Elevation at Highest Outlet - 12 Feet Size 1/2 K -Factor 5.6
G Note: Temperature Rating 155
N
Calculation Gpm Required Psi Required' At Test
Summary C -Factor Used: Overhead Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - NA Rated Cap. Cap.
T Time of Test - NA @ Psi Elev.
E Static (Psi) - NA Elev.
R Residual (Psi) - NA Other Well
Flow (Gpm) - NA Proof Flow Gpm
S Elevation - NA
P Location: NA
P
L Source of Information: Water flow data used in calc is assumed. Contractor
Y to conduct hydrant flow test prior to construction. See specifications.
Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087
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Consulting Engineering
Page 4
1 HIGH
STREET
Date
Hyd.
Qa
Dia.
Fitting
Pipe
Pt "Pt
Ref.
"C"
or
Ftng's
Pe Pv
******* Notes
******
Point
Qt
Pf/UL
Eqv. Ln.
Total
Pf Pn
Sl
19.27
1.049
0.500-
10.635
K Factor
= 5.6
to
120
4.500
-0.217
B1
19.27
0.1214
5.000
0.607
Vel =
7.154
19.27
11.025
K Factor
= 5.80
S2
22.44 .1.049
s lE 2.000
3.000
11.842
K Factor
= 5.6
to
120
0.500
-0.217
B2
22.44
0.1611
3.500
0.564
Vel =
8.330
22.44
12.189
K Factor
= 6.43
S3
24.50
1.049:
..lE. 2.000
1.500
16.056
K Factor
= 5.6
to
120
-1.000
-0.217
B3
24.50
0.1900
0.500
0.095
Vel =
9.095
24.50
15.934
K Factor
= 6.14
S4
18.66
1.049
0.500
19.135
K Factor
= 5.6
to
1
120
-0.217
B4
18.66
0.1140
0.500
0.057
Vel =
6.927
18.66
18.975
K Factor
= 4.28
S5
19.69
1.049
0.500
11.104
K Factor
= 5.6
to
120
4.500
-0.217
B5
19.69
.0.12.64
5.000
0.632
Vel =
7.309
19.69
11.519
K Factor
= 5.80
S6
22.92
1.049
lE 2.000
3.000
12.361
K Factor
= 5.6
to
120
0.500
-0.217
B6
22.92
0.1674
3.500
0.586
Vel =
8.509
22.92
12.730
K Factor
I
= 6.42
S7
25.01
1.049
JE 2.000
1.500
16.746
K Factor
= 5.6
to
120
-1.000
-0.217
B7
25.01
0.1960
0.500
0.098
Vel =
9.284
25.01
16.627
K Factor
= 6.13
S8
16.34
1.049
0.500
19.949
K Factor
= 5.6
to
120
-0.217
B8
16.34
0.0900
0.500
0.045
Vel =
6.066
16.34
19.777
K Factor
= 3.67
S9
14.82
1.049
0.500
8.513
K Factor
= 5.6
to
120
0.500
-0.217
B9
14.82
0.0750
1.000
0.075
Vel = 5.502
14.82
8.371.
K Factor
= 5.12
Computer
Programs by Hydrated Inc. Route 111
Windham N.H.
USA 03087
.A11ied Consulting Engineering
1 HIGH STREET
Page 5
Date
Hyd.
Qa
Dia. Fitting
Pipe
Pt Pt
K Factor = 4.45
Ref.
37.53
"C" or
Ftng's
Pe Pv
******* Notes ******
Point
Qt
Pf/UL Egv.'Ln.
Total
Pf Pn
B2
37.53
0.4169
10.000
4.169
Vel = 13.932
S10
14.82
1.049
1.000
7.000
K Factor = 5.6
to
120
-0.217
C1
14.82
0.0750
1.000
0.075
Vel = 5.502
B3
24.50
1.38
10.000
16.403
to
14.82
120
6.000
6.858
K Factor = 5.66
S11
21.75
1.049
1.000
7.000
K Factor = 5.6
to
120
-0.500
-0.217
C1
21.75
0.1520
0.500
0.076
Vel = 8.074
21.75 6.859 K Factor = 8.30
S12 18.26 1.049 0.500 15.087 K Factor = 5.6
to 120 15.500
B11 18.26 0.1099. 16.000 1.759 Vel = 6.779
B4 -65.81 1.61 lE 16.110 12.000 19.014
to 120 4.000
Ml 18.66 0.0142 16.000. 0.227 Vel = 2.941
18.26
16.846
K Factor = 4.45
Bl
37.53
1.049
16.000
1:0.473
to
120
-6.000
B2
37.53
0.4169
10.000
4.169
Vel = 13.932
B2
22.44
1.049
10.000
1.2.233
to
120
B3
59.97
0.9923
10.000
.9.923
Vel = 22.262
B3
24.50
1.38
10.000
16.403
to
120
6.000
B4
84.47
0.4919
16.000
7.870
Vel = 18.119
B4 -65.81 1.61 lE 16.110 12.000 19.014
to 120 4.000
Ml 18.66 0.0142 16.000. 0.227 Vel = 2.941
B8 -69.94 1.61 1T 40.275 4.000 19.831
to 120 2.000
M1 16.34 0.0112 6.000 0.067 Vel = 2.575
16.34 19.898 K Factor = 3.66
B9 29.63 1.049 6.000 8.341
to 120 1.500
B10 29.63 0.2692 7.500 2.019 Vel = 10.999
Computer Programs by Hyaratec Inc. Route 111 Windham N.H. USA 03087
18.66
19.241
K Factor = 4.25
B5
38.35
1.049
16.000
10.945
to
120
-6.000
B6
38.35
0.4340
10.000
4.340
Vel = 14.237
B6
22.92
1.049
10.000
12.776
to
120
B7
61.27
1.0325
10.000
10.325
Vel = 22.745
B7
25.01
1.38
10.000
17.116
to
120
2.000
B8
86.28
0.5115
12.000
6.138
Vel = 18.507
B8 -69.94 1.61 1T 40.275 4.000 19.831
to 120 2.000
M1 16.34 0.0112 6.000 0.067 Vel = 2.575
16.34 19.898 K Factor = 3.66
B9 29.63 1.049 6.000 8.341
to 120 1.500
B10 29.63 0.2692 7.500 2.019 Vel = 10.999
Computer Programs by Hyaratec Inc. Route 111 Windham N.H. USA 03087
-Alllecl Consulting Engineering
1 HIGH STREET
Page 6
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
29.63 10.360 K Factor = 9.21
C1 45.97 1.049 1T 5.000 2.500 6.858
to 120 7.500
B10 45.97 0.6068 10.000 6.068 Vel = 17.065
B10
21.75
1.049
10.000
8.878
to
120
20.000
Bll
67.72
1.2425
30.000
37.276
Vel
= 25.139
Bll
170.75
1.38
1T.
0.706 24.000
14.946
to
120.
-14.000
M2
238.47
3.3550
10.000
33.550
Vel
= 51.152
M2
2.469
10.000
24.751
to
120
28.500
M3
238.47
0.1974
38.500
7:600
Vel
= 15.980
M3
3.26
38.500
26.725
to
120
33.901
M4
238.47
0.0510
72.401
3.692
Vel
= 9.166
M4
-67.72
4.26
1Z
169.234 25.000
28.688
to
120
1B
-17.000
FCV
170.75.
0.0075
1K
8.000
0.060
Vel =
3.844
170.75
28.748
K Factor = 31.85
M1
0
2.067
8.000
22.728 0
to
120
-8.000
0
M2
0
0
0 0
Vel =
0
22.728
K Factor =
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087