16 PATTON RD - BUILDING INSPECTION u�
O/ The Commonwealth of Massachusetts
r Town of
►� Board of Building Regulations and Standards
Massachusetts State Building Code, 780 CMR, 7"edition Building Dept
Building Permit Application To Construe air, Renovate Or Demolish a
One- or Txo- mnilP Dine ng
This S tion For Official se Only
!Building Permit Nu ec t Ap lied:ture: /
Building Commissioner Inspector of Bu dings Date
SECTION I: 1TE INFORMATION
1. Prop y Address: 1.2 Assessors Map& Parcel Numbers O I g
N �ycs
s ( 01 �1 ago Io2 �dMa Number Parcel Number
L1a Is this an accepted streno_ P
1.3 Zoning Information: 1.4 Property Dimensions: ,
pp a4. Ooo
Zoning District Proposed Use Lot Ara(sq R) Frontage(it)
1.5 Building Setbacks(R)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
K0
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑
Public�` Private❑ Check if es❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 nbrrT oL°'AfZC— 47WP 7? SA/{M4e�1/—I
Name(i�ra��j t /^ /'y-t / Address for Service:
s-7.2 6--
Signature Telephone
SECTION 3: DESCRIPTION OF PROPOSED WORK(check all that apply)
New Construction Existing Building bf Owner-Occupied Repairs(s) ❑ Alteration(s) ❑ 1 Addition
Demolition ❑ Accessory Bldg. ❑ 1 Number of Units_ I Other ❑ Specify:
Brief Description of Proposed Work:
S 2 nr; eda av a 'S ;" imi 0 t
n
CUs/a �,
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Estimated Costs: Official Use Only
Item Labor and Materials s
I. Building E 3 Q Qo B 1. Building Permit Fee: E Indicate how fee is determined:
❑Standard City/Town Application Fee
2. Electrical S 600 ❑Total Project Cost'(Item 6)x multiplier x
3. Plumbing E 2. Other Fees: S h�
4. Mechanical (HVAC) $ 000 List: L
5. Mechanical (Fire $ Total All Fees: S
Suppression)
Check No. Check Amount: Cash Amount:
6. Total Project Cost: 0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Licensed Construction Supervisor(CSL)
' License Number Expiration Date
N4mc of CSL-Helder
List CSL Type(sec below)
Address T Description
U Unrestricted(up to 35.000 Cu. Ft.)
Signature R Restricted 1&2 Family Dwelling
M Niasonry Only
RC Residential Roofing Covering
Telephone WS Residential Window and Siding
SF Residential Solid Fuel Burning Appliance Installation
D Residemial Demolition
5.2 Registered Home Improvement Contractor(HIC) !,
HIC Company Name or HIC Registrant Name Registration Number
Address
Expiration Date
Signature Telephone
SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.1 25C(6))
Workers Compensation Insurance affidavit 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.
Signed Affidavit Attached? Yes .......... ❑ No........... O
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1, , as Owner of the subject property hereby
authorize to act on my behalf, in all matters
relative to work authorized by this building permit application.
Signature of Owner Date
SECTION 7b: OWNEW OR AUTHORIZED AGENT DECLARATION
C(AIVC -, as Owner or Authorized Agent hereby declare
that the statements and information on the foregoing application are true and accurate,'to the best of my knowledge and
behalf.
hf� t✓�ZIG
Print Name
3 �s
Signature of Owner or Authorized Agen Date
Si ned under the pains and enalties o iu
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program), will not have access to the arbitration
program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program and
Construction Supervisor Licensing(CSL)can be found in 780 CMR Regulations I IO.R6 and I IO.RS, respectively.
2. When substantial work is planned,provide the information below:
Total floors area(Sq. Ft.) - (including garage, finished basement/attics,decks or porch)
Gross living area(Sq. Ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
CITY OF SALEM
PUBLIC PROPRERTY
�, ,,• DEPARTLIENT
II I ' v'S V; '4:'1.141.
Construction Debris Disposal .affidavit
(required for all demolition and renovation work)
In accordance %I ith the sixth edition of the State Building Code, 780 C NIR section 1 1 L5
Debris, and the provisions of MGL e 40, S 54;
Building Permit H is issued with the condition that the debris resulting from
this work shall he disposed of in a properly licensed waste disposal facility as defined by MGL c
111. S 150A.
The debris will be transported by:
I name of hauler)
The debris will be disposed of in
-. /V6 if C
�(uamr of Iacility) .
(address of I]clllty)
Nulla WC of p:nn« apphc ant
3 1Z 9
late
CITY OF S.UEM
PUBLIC PROPERTY
DEPARTMENT
K1fOF1LiY NHYY
w•'O• t3owwvu�w�ow eraser•s�N,.ss�oa�ns Ot97o
TVL 97L74S-959S• F,xc 978-74&9&a
HOMEOWNER LICENSE EXEMPTION
Please Print
Date
Job Location 16 ?01147kf 10
Home Owner Address P14 tT'o v P P Palen, AfA. O -)o
Home Owner Telephone
Present Mailing Address PA--rTosN ! A- Ol 70
The current exemption of"Homeowners"was extended to include owner-occupied
dwellings of two Units or leas and to allow such homeowners to engage an individual for
hire who,does not possess a license,provided that the owner acts as supervisor.
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside, on
which there is, or is intended to be, a one or two family dwelling,attached or detached .
structures accessory to such use and/or farm structures. A person who constructs more
than one home in a two year period shall not be considered a homeowner. Such
"homeowner"shall submit to the Building Official,on a form acceptable to the Building
Official, that halshe be responsible for all such work performed under the Building
Permit
The undersigned "homeowner"assumes responsibility for compliance with the State
Building Code and other applicable by-laws and regulations.
The undersigned "homeowner"certifies that he/she understands the City of Salem
Building Department minimum inspection procedures and requirements and that he/she
will comply with said procedures and requirean
HOMEOWNERS SIGNATURE
APPROVAL OF BUILDING INSPECTOR
See other side for state code
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o GELINAS
STRUCTURAL y
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'BOiSE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\B11-1st Floor
BC CALC®2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Friday, March 06, 2009 17:01
Build 284
File Name: BC
Job Name: • Clark Addition Description: B11 1st Floor
Address: 16 Patton Road Specifier:
City, State, Zip: Salem, MA Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End BLVD Salisbury MA 01952
Cade reports: ESR-1040 Misc: phone:978-465-6436 fax:5160
.���-• y a I_P � t; ,J^ h+a.� r ,w"Ir j'7" r ylv W t � ^�"y�`� �. �- .,.,` ge -x: a az
15-00-00
BO, 3-1/2"
LL 3,900 lbs B1, 3-1/2"
DL 1,107 lbs LL 3,900 lbs
DL 1,107 lbs
Total Horizontal Product Length= 15-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133/ 125/ Trib
1 Standard Load Unf. Area (psf) Left 00-00-00 15-00-00 40 10 13-00-00
Controls Summary value %Allowable Duration case Span Disclosure
Pos. Moment 17,645 ft-lbs 55.3% 1000/o 1 1 - Internal Completeness and accuracy of input must
End Shear 4,151 lbs 36.0% 100% 1 1 - Left be verified by anyone who would rely on
Total Load Defl. U381 (0.458") 63.0% 1 1 output as evidence of suitability for
Live Load Dail. U489 (0.357") 73.7% 1 1 particular application.Output here based
Max Defl. 0.458" 45.8% 1 1 on building code-accepted design
Span/Depth 14.7 n/a 1 properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2" x 5-1/4" 5,007 lbs n/a 36.3% Unspecified or ask questions,please call
B1 Post 3-1/2"x 5-114" 5,007 lbs n/a 36.3% Unspecified (800)232-0788 before installation.
BC CALC®, BC FRAMERS,AJST^'
Notes ALUOISTO.BC RIM BOARD-,BCI®,
Design meets Code minimum (U240) Total load deflection criteria. BOISE GLULAMT" SIMPLE FRAMING
Design meets Code minimum (U360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIMS,
Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUD®are
trademarks of Boise Wood Products,
Connection Diagram L.L.C.
� b - —d-
1_
a
e �• e
0
•4
a minimum = 2" C=7-7/8"
b minimum =2-1/2" d =24" _
Member has no side loads.
Connectors are: 1/2 in. Staggered Through Bolt o °y
� DANIEL L. aN
o GELINAS
STRUCTURAL
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No.33994
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Page 1 of 1
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' Reise. Double 1-3/4rr x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\B12 Header
BC CALC®2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Friday, March 06, 2009 17:01
Build 284
File Name: BC
Job Name: . Clark-Addition Description: B12 Header
Address: 16 Patton Road Specifier:
City, State, Zip: Salem, MA Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End BLVD Salisbury MA 01952
Cade reports: ESR-1040 Misc: phone:978-465-6436 fax:5160
2
b �
04-00-00
BO, 3-1/2" B7, 3-1/2"
LL 1,950 Ibs LL 1,950 lbs
DL 977 Ibs DL 977 Ibs
Total Horizontal Product Length=04-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start - End 100% 90% 115% 133% 125% Trib
1 wall Unf. Area(psf) Left 00-00-00 04-00-00 0 10 20-00-00
2 Reaction\B11 1st Floor Conc. Pt. (Ibs) Left 02-00-00 02-00-00 3,900 1,107 n/a
Controls Summary Value %Allowable Duration case span Disclosure .
Pos. Moment 4,763 ft-Ibs 22.4% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 2,656 Ibs 33.6% 100% 1 1 - Left be verified by anyone who would rely on
Total Load Defl. U4,741 (0.009") 5.1% 1 1 output as evidence of suitability for
Live Load Defl. U6,656 (0.006") 5.4% 1 1 particular application.Output here based
Max Defl. 0.009" 0.9% 1 1 on building code-accepted design
Span/ Depth 3.6 n/a 1 properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dlm.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 3-1/2" 2,927 Ibs n/a 31.9% Unspecified or ask questions,please call
B1 Post 3-1/2"x 3-1/2" 2,927 Ibs n/a 31.9% Unspecified (800)232-0788 before installation.
BC CALC®,80 FRAMERS,AJST"
Notes ALLJOIST®,BC RIM BOARDT-,BCI®,
Design meets Code minimum (U240) Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®,
Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUD®are
trademarks of Boise Wood Products,
Connection Diagram L.L.C.
.b —d
a
1c
a minimum = 2" c=7-7/8"
b minimum=2-1/2" d =24" ApR
Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded'
point loads, please consult a technical representative or professional of Record. o DANIEL L.
y�N Member has no side loads.
Concentrated loads are not considered in side load analysis. o GELINAS
Connectors are: 1/2 in. Staggered Through Bolt STRUCTURAL .'
N0.33994
Q
9FG/STEPS i
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Page 1 of 1
0
S®RISE- Triple 1-3/4" x 11-7/8" VERSA-LAM(g) 2.0 3100 SP Floor Beam1641 Roof
BC CALC®2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Friday, March 06, 2009 17:01
Build 284
File Name: BC
Job Name: • Clark•Addition Description: B41 Roof
Address: 16 Patton Road Specifier:
City, State, Zip: Salem, MA Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End BLVD Salisbury MA 01952
Code reports: ESR-1040 Misc: phone:978-465-6436 fax:5160
� I
��sT � A.. , ,. >b' � _. �a .e, � ^s��`' � ✓may�?� . �., �"_ � _z. 9r�i�.-'�na�.�rn. ✓ � p.. �i a �
15-00-00
B0,3-1/2"
DL 1,107lbs - B1,3-1/2"
SL 3,803 lbs DL 1,107 Ibs
SL 3,803 Ibs
Total Horizontal Product Length= 15-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115/ 133/ 125/ Trib
1 Standard Load Unf. Area (psf) Left 00-00-00 15-00-00 10 39 13-00-00
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 17,301 ft-Ibs 47.1po 115% 3 1 - Internal Completeness and accuracy of Input must
End Shear 4,071 Ibs 29.9/0 115/0 3 1 - Left be verified by anyone who would rely on
Total Load Defl. U388 (0.449") 61.8% 3 1 output as evidence of suitability for
Live Load Defl. U501 (0.348") 71.8% 3 1 particular application.Output here based
Max Defl. 0.449" 44.9% on building code-accepted design
Span/Depth 14.7 n/a P 3 1 properties and analysis methods.
1 Installation of BOISE engineered wood
products must be in accordance with
_Bearin Supports %Allow %Allow current Installation Guide and applicable
g pport3 Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2 x 5-1/4 4,909 Ibs n/a 35.6% Unspecified or ask questions,please call
81 Post 3-1/2"x 5-1/4" 4,909 Ibs n/a 35.6% Unspecified (800)232-0788 before installation.
BC CALC®,BC FRAMERS,AJSTM,
Notes ALLJOISTO,BC RIM BOARDW BCI®,
Design meets Code minimum (L/240) Total load deflection Criteria. BOISE GLULAMTM SIMPLE FRAMING
Design meets Code minimum (U360) Live load deflection criteria. SYSTEMS,VERSA-LAMS,VERSA-RIM
Design meets arbitrary PLUS®,VERSA-RIM®,
9 ry(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Wood Products,
Connection Diagram - L.L.C. -
L� b —d—
a
c
04 •
a minimum =2" c= 7-7/8"
b minimum =2-1/2" d =24"
Member has no side loads.
Connectors are: 1/2 in. Staggered Through Bolt Maggq
w' CyGs
GEl\NUPP� N
SS No 3994
gEG18�P�o=?�'
Page 1 of 1
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REScheck Software Version 4.2.0
Compliance Certificate
Project Title: Clark Residence
Energy Code: 20061ECC
Location: Salem, Massachusetts
Constriction Type: Single Family
Project Type: Alteration..
Building orientation: Bldg.orientation unspecified
Heating Degree Days: 6268 ,
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
16 Patton Road
Salem,MA
Compliance:7.3%Better Than Code Maximum UA:91 Your UA:85
G -Cavity Cont. Glazing UA
ross
Assemi:;i A Value or Door
Factor
Perimeter U_
Ceiling 1:Cathedral Ceiling(no attic) 435 30.0 0.0 15
Wall 1:Wood Frame, 16"o.c. 141 19.0 0.0 6
Window 1:Wood Frame:Double Pane with Low-E 19 0.300 6
Window 2:Wood Frame:Double Pane with Low-E 19 0.280 5
Window 3:Wood Frame:Double Pane with Low-E 6 0.280 2
Wall 2:Wood Frame,16"o.c. 288 19.0 0.0 15
Window 4:Wood Frame:Double Pane with Low-E 30 0.300 9
Wall 3:Wood Frame,16"o.c. 116 19.0 0.0 5
Window 5:Wood Frame:Double Pane with Low-E 30 0.300 9
Floor 1:All-Wood Joist/rruss:Over Unconditioned Space 390 30.0 0.0 13
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in
REScheck Version 4.2.0 and to comply with the mandatory requirements ' to in the R�ck Inspection Checkl�isit. �/
Alan Carroll Designer X j-4
Name-Title Signature Date
Project Title: Clads Residence Report date: 03/03/09
Data filename: C:\Program Files\Check\REScheck\29-03.rck Page 1 of 3
REScheck Software Version 4.2.0
Inspection Checklist
Ceilings:
❑ Ceiling 1:Cathedral Ceiling(no attic), R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
❑ Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
Windows:
❑ Window 1:Wood Frame:Double Pane with Low-E, U-factor:0.300
For windows without labeled U-factors,describe features:
#Panes—Frame Type Thermal Break?_Yes—No
Comments: _µ
❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes_No
Comments: _r)
❑ Window 3:Wood Frame:Double Pane with Low-E, U-factor:0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments: IF5 K--enp
❑ Window 4:Wood Frame:Double Pane with Low-E, U-factor:0.300
For windows without labeled U-factors,describe features:
#Panes Frame Thermal Break? Yes No
Comments:
❑ Window 5:Wood Frame:Double Pane with Low-E, U-factor:0.300
For windows without labeled U-factors,describe features:
#Panes Frame�e�Thermal Break?—Yes No
Comments: �
Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements.
Floors:
❑ Floor 1:All-Wood JOIst/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed.
❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM
E283 labeled,or 3)installed inside an air-tight assembly with a 0.5'clearance from combustible materials and a 3"clearance from
insulation.
Project Title: Clark Residence Report date: 03/03/09
Data filename: C:\Program Files\Check\REScheck\29-03.rck Page 2 of 3
Sunrooms:
Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Vapor Retarder:
❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that
moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided.
Comments:
Materials Identification:
Q Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Insulation is installed according to manufacturers instructions,in substantial contact with the surface being insulated,and in a manner
that achieves the rated R-value without compressing the insulation.
Duct Insulation:
LI Ducts in unconditioned spaces or outside the building are insulated to at least R-8.
Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6.
Duct Construction:
Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and
mechanically fastened.
All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure
systems.Tapes and mastics are rated UL 181A or UL 181 B.
Building framing cavities are not used as supply ducts.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
LI Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International
Mechanical Code.
Temperature Controls:
0 Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Certificate:
A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.
NOTES TO FIELD:(Building Department Use Only)
Project Title: Clark Residence Report date: 03/03/09
Data filename: C:\Program Files\Check\REScheck\29-03.rck Page 3 of 3
NK2006 IECC Energy
Efficiency Certificate
Ceiling I Roof 30.00
Wall 19.00
Floor/Foundation 30.00
Ductwork(unconditioned spaces):
r .
Window 0.30
Door
Water Heater:
Name: Date:
Comments:
House Plan # : 2q -p3 Alan Carroll
P. O. Box 5066
A Andover, MA 01810
Location : . SAL�rel /� Tel: 978-902-0131
Fax. 978-474-1855
Builder : E-mail: alan@cdrafting.com
Ceiling Area
Floor Area
2� K 1155
House Plan # : 29_ O3 Alan Carroll
P. O. Box 5066
Andover, MA 01810
Location : , 5' fl LAM } h Tel: 978-902-0131
Fax: 978-474-1855
Builder : C:=L-A �. `J1pe$E Cn5 E-mail. alan@cdrafting.com
Side of House: Front Right Side - Back - Left Side
Wall Area
7, -71 1tr .ea5
1�1
Window Area
�DH 2` x 4 91 17.15 Y. 2= l 9
p�dTUa:E 4' x 49 ) Lct x t4
Door Area
House Plan # : 2�, _O3
Alan Carroll
P. O. Box 5066
Andover, MA 01810
Location Sp,Lir=p,A , MO Tel: 978-902-0131
Fax. 978-474-1855
Builder :
� �.�T � E-mail: alan@cdrafting.com
Side of House: Front - Right Side - Back Left Side
Wall Area
l (p qC s S8
Window Area
26 Ca = G2 ,01 � z = ZA.o3
Door Area p
/ A
House Plan # Alan Carroll
P. O. Box 5066
Location Andover, MA 01810
Ix` Tel: 978-902-0131
Fax: 978-474-1855
Builder : G{A IZY-- jg;A513 E-mail. alan@cdrafting.com
Side of House: Front - Right Side Qack Left Side
Wall Area
Window Area
-pA Zgx � � , l2• ot Z= Z� of
Door Area p
N �