HomeMy WebLinkAboutBuilding Permit #135-2012 - 130 MARBLERIDGE ROAD 8/16/2011 TOWN OF NORTH ANDOVER
/� / APPLICATION FOR PLAN EXAMINATION
Permit NO: t�3`7 J a0/ 9-
Date Received
Date Issued:
IMPORTANT:A licant must complete all items on this page
LOCATION i r•
�•y� Print
PROPERTY OWNER I I t s , K � Unit#
Print
MAP NO: PARCEL:037 ZONING DISTRICT: Historic District yes
Machine Shop Village yes (MP j
100 year-old structure yes n�
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑ New Building One family
❑Addition Two or more family ❑ Industrial
Alteration No. of units: ❑ Commercial
X Repair, replacement ❑Assessory Bldg ❑ Others:
❑ Demolition ❑ Other
� `(]Sep D W 1--.- — ._-- �,�_;�.-_ �.�a - � .._ - - - t� ..
t❑Floodglaui 0 Wetlands: W7-1
atershed�Distnct
_ Water/.Sewer:_
--
DESCRIPTION OF WORK TO BE PERFORMED.
0 �
i
(Identification Please Type or Print Clearly)
OWNER: Name: r �• ,R.-Q Phone , D �s SO 9` �
Address:
CONTRACTOR Name: M6,4` �lc—
Phone: ��� qcl3 0
Address: 3 IL
Supervisor's Construction License:A? Exp. Date:
s
Home Improvement License: Exp. Date:
ARCHITECT/ENGINEER �)Iq 1 t _(�ej aj Phone:--'77T 1/6 —
y
Address:
Reg. No. 3 C1 t
FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F.
Total Project Cost: b 60 FEE: $ 0
Check No.: yb y Receipt No.:
NOTE: Persons contracting with nr st ed contractors do not have access to the gua my fund
Signature'of'AY ent/Ownert.
Sig_nature`of.contractor��
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 9
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)
i
❑ 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: Doc.Building Permit Revised 2008mi
Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
TYPE OF SEWERAGE DISPOSAL
Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools El
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 DATE APPROVED
PLANNING & DEVELOPMENT ❑ ❑
COMMENTS
CONSERVATION Reviewed on Signature
i
I COMMENTS
HEALTH Reviewed on Signature
COMMENTS
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
a
Conservation Decision: Comments
Water& Sewer.Connection/Signature& Date Driveway Permit
DPW Town Engineer: Signature:
Located 384 Osgood Street
FIRE DEPARTMENT - Temp Dumpster on site yes no
Located at 124 Main Street
Fire Department signature/date
COMMENTS
A
i
i
Dimension
Number of Stories: tT�d Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.: '2 __
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANCER 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 2011 June/mi
Location
No. X?r /Z ` Date
MOR*►, TOWN OF NORTH ANDOVER
s
' Certificate of Occupancy $
'ssncwus�< Building/Frame Permit Fee $ G/
Foundation Permit Fee $
Other Permit Fee $
TOTAL $
Check #
`Building Inspector
REScheck Software Version 4.4.1
Compliance Certificate
Project Title: Mark & Stephanie Rae
Energy Code: 2009 IECC
Location: North Andover,Massachusetts
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 6322
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
130 Marbleridge Road
North Andover,MA
Compliance:2.3%Better Than Code Maximum UA:310 Your UA:303
The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
•
Ceiling 1:Flat Ceiling or Scissor Truss 1459 38,0 0.0 44
Wall 1:Wood Frame, 16"o.c. 2840 21.0 0.0 154
Window 1:Vinyl Frame:Double Pane with Low-E 105 0.300 32
Door 1:Glass 40 0.300 12
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1861 30.0 0.0 61
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 a 2009 IECC requirements in
REScheck Version 4.4.1 and to comply with the mandatory requirements li in the RESc eck Insp ction Checklist.
r
Name-Title Signature Date
i
I
Project Title: Mark&Stephanie Rae Report date: 08/16/1
p 1
Data filename: Untitled.rck Page 1 of 4
REScheck Software Version 4.4.1
Inspection Checklist
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation
Comments:
Windows:
❑ Window 1:Vinyl 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:
I
Doors:
❑ Door 1:Glass,U-factor:0.300
Comments:
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(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
Air Sealing and Insulation:
Building envelope _
� C] d g e ve ope airtightness and insulation installation complies by either 1)a post rough in blower door test result of less than 7
ACH at 33.5 psf OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiring:Insulation is placed between outside.and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
(f) Corners,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
Project Title: Mark&Stephanie Rae Report date: 08/16/11
Data filename: Untitled.rck Page 2 of 4
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.
Materials Identification and Installation:
L Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
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.
F-1 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
❑ Building framing cavities are not used as supply ducts.
All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
F1 Duct tightness test has been performed and meets one of the following test criteria:
0)Postconstruction leakage to outdoors test:Less than or equal to 231.3 cfm(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 346.9 cfm(12 cfm per 100 ft2 of
conditioned floor area)pressure differential of 0.1 inches w.g.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 173.5 cfm(6 cfm per 100 ft2 of conditioned floor area)
when tested at a pressure differential of 0.1 inches w.g.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 115.6 cfm(4 cfm per 100 ft2 of conditioned floor area).
Heating and Cooling Equipment Sizing:
0 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
n For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
F-I Circulating service hot water pipes are insulated to R-2.
Lj Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Heated swimming pools have an on/off heater switch.
i
Pool heaters operating on natural gas or LPG have an electronic pilot light.
F-1 Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
Project Title: Mark&Stephanie Rae Report date: 08/16/11
Data filename: Untitled.rck Page 3 of 4
F1 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage—15
(d)50 lumens per watt for lamp wattage>15 and—40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's').
Certificate:
n 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.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD:(Building Department Use Only)
Project Title: Mark&Stephanie Rae Report date: 08/16/11
Data filename: Untitled.rck Page 4 of 4
i
2009 IECC Energy �I
Efficiency Certificate
Ceiling/Roof 38.00
Wall 21.00
Floor I Foundation 30.00
Ductwork(unconditioned spaces):
•• maw - Q
Window 0.30
Door 0.30 NA
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
FILE NO.: 191022
N/F GETCHELL & VIELGOLASKI
LOT-A LOT—B
SHED 160.03'
."
j_
ttr�r LOT-8
4 62i SF
(CAL ULATED)
in Zo
d-
Lr') N
N/F `� \\ 04
N
VIELGOLASKI
MARBLERIDGE ROAD
OF �ASsq THERE WERE NO LOT
=y> Cy CORNERS FOUND.
o G RECOMMENDATION IS TO
JOHN S. �n PERFORM AN INSTRUMENT
LAURETANI -4 SURVEY TO VERIFY LOCATION
# 34311 C/' AS SHOWN.
l��FESS',UNP�
MORTGAGE LENDER
USE ONLY
plotplans.com
L- =UES Lt�MERS ,3�e
&ASSOC,IN LS,1NC.. 'a
101 CONSTITUTION BLVD. SUITE D
FRANKLIN. MA 02038
(800)287-8800 FAX.:(508)528-4011
h MORTGAGE INSPECTION PLAN THERE ARE NO DEEDED EASEMENTS IN
THE ABOVE REFERENCED DEED OR
ADDRESS: 130 MARBLERIDGE ROAD. NORTH ANDOVER MA ENCROACHMENTS WITH RESPECT TO
LENDER: EXCEPT AS STATED ON THE DEED OF
RECORD SHOWN.
r ATTORNEY: MCELHINEY AND MATSON 11-311
--
®Boise Cascade Single 14" AJS@ 20 MSR Joist\J21 14 deep
BC CALC®3.0 Design Report-US 1 span I No cantilevers 10/12 slope Monday,August 15, 2011
Build 440 16 OCS Repetitive Glued&nailed construction
File Name: BC 11116.BCC
Job Name: Rae Residence Description:J21 14 deep
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State, Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1144 Misc: phone 978.3465.6436 [fax 978-465-5160]
-1 �il
, �
.fE
REVISION 1
22-00-00
B0,2-1/2"
LL 587 lbs B1,
DL 147 lbs LL 58877bs
lbs
DL 147 lbs
Total Horizontal Product Length=22-00-00
Live Dead Snow Wind Roof Live OCS(in.)
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 Standard Load Unf.Area(psf) L 00-00-00 22-00-00 40 10 16
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 3,927 ft-lbs 74.1% 100% 1 1 - Internal Completeness and accuracy of input must
End Reaction 733 lbs 66.4% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Defl. U488(0.534") 49.2% 1 1 output as evidence of suitability for
Live Load Defl. U610 (0.427") 78.7% 1 1 particular application.Output here based
on building code-accepted design
Max Defl. 0.534" 53.4% 1 1 properties and analysis methods.
Span/Depth 18.6 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearin Su building codes.To obtain Installation Guide
g pports Dim.(L x W) Value Support Member Material or ask questions,please call
BO Wall/Plate 2-1/2"x 2-1/2" 733 lbs n/a n/a Unspecified (800)232-0788 before installation.
B1 Wall/Plate 2-1/2"x 2-1/2" 733 lbs n/a n/a Unspecified
BC CALC®,BC FRAMER®,AJST"",
ALLJOIST® BC RIM BOARD-
,BCI®,
Notes BOISE GLULAMTMSIMPLE FRAMING
Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM
Design meets User specified (U480)Live load deflection criteria. PLUS®,VERSA-RIM®,
Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Composite EI value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Cascade,L.L.C.
-1H OF MA
DANIEL L. �
GELINA.S
:. ca STRUCTUR
f� .;3994
�4
'NAI E�
. 1
Page 1 of 1
®Boise Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\GarageHeader
BC CALC@ 3.0 Design Report-US 1 span No cantilevers 0/12 slope Monday,August 15, 2011
Build 440
File Name: BC 11116.13CC
Job Name: Rae Residence Description: GarageHeader
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State, Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1040 Misc: phone 978.3465.6436[fax 978-465-5160]
I j j i4 j I
I 3 ! I i
.`��• � �`" g ? v �,.0 `� •`� _� d'F r,L. �, s�4 � a �x�i; ,mow ��gP. .
16-03 uu
B0,3-1/2"
LL 7,548 lbs B1,3-1/2'
DL 2,443 lbs LL 7,548 lbs
' DL 2,443 lbs
Total Horizontal Product Length=16-03-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 2nd
Unf.Area(psf) L 00-00-00 16-03-00 40 10 11-00-00
3 attic Unf. Area (psf) L 00-00-00 16-03-00 10 10 06-00-00
4 roof Unf. Area(psf) L 00-00-00 16-03-00 39 10 11-00-00
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 38,332 ft-lbs 88.0% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 8,198 lbs 58.7% 100% 1 1 - Left be verified by anyone who would rely on
Total Load Defl. U264 (0.717") 90.8% 1 1 output as evidence of suitability for
Live Load Defl. L/350 (0.541") 102.9% 1 1 particular application.Output here based
on building code-accepted design
Max Defl. 0.717" 71.7% 1 1 properties and analysis methods.
Span/Depth 13.5 n/a 1 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
or ask questions,please call
BO Post 3-1/2"x 5-1/4" 9,991 lbs n/a 72.5% Unspecified (800)232-0788 before installation.
B1 Post 3-1/2"x 5-1/4" 9,991 lbs n/a 72.5% Unspecified
BC CALC®,BC FRAMER®,AJST"',
Cautions ALLJOIST@,BC RIM BOARD-,BCI®,
BOISE GLULAMTMSIMPLE FRAMING
Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. SYSTEM@,VERSA-LAM@,VERSA-RIM
PLUS@,VERSA-RIM@,
Notes VERSA-STRAND@,VERSA-STUD@ are
Design meets Code minimum (U240)Total load deflection criteria. trademarks of Boise Cascade,L.L.C.
Design meets arbitrary(1") Maximum load deflection criteria.
Fastener Manufacturer: Simpson Strong-Tie, Inc.
User Notes
ok at this live load
Page 1 of 2
®Boise Cascade Triple 1-3/4" x 14" VERSA-LAM@ 2.0 3100 SP Floor BeamlGarageHeader
BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Monday,August 15, 2011
Build 440
File Name: BC 11116.BCC
Job Name: Rae Residence Description: GarageHeader
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danigelinas@comcast.net
City, State, Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1040 Misc: phone 978.3465.6436[fax 978-465-5160]
Connection Diagram Disclosure
b —d Completeness and accuracy of input must
be verified by anyone who would rely on
a output as evidence of suitability for
• • • particular application.Output here based
C
on building code-accepted design
• �—• •
Instrties and allation on o BOISE engineesis red stred wood
products must be in accordance with
a current Installation Guide and applicable
building codes.To obtain Installation Guide
a minimum= 1-1/2"c= 11" or ask questions,please call
(800)232-0788 before installation.
b minimum =4" d=24"
e minimum= 1" BC CALC®,BC FRAMER®,AJS-,
ALLJOISTO,BC RIM BOARDTMBCI®,
Install screws from both sides, staggering screws by%z of the spacing to avoid splitting. BOISE GLULAM- SIMPLE FRAMING
Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM
Connectors are: SDS 1/4 x 3-1/2 PLUS®,VERSA-RIM@,VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade,L.L.C.
Page 2 of 2
®Boise Cascade Triple 1-3/4" x 18" VERSA-LAM@ 2.0 3100 SP Floor Beaml GarageRidgeB41
BC CALC®3.0 Design Report-US 1 span No cantilevers 0/12 slope Monday,August 15, 2011
Build 440
File Name: BC 11116.13CC
Job Name: Rae Residence Description: GarageRidgeB41
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State,Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1040 Misc: phone 978.3465.6436 [fax 978-465-5160]
kF ` la
25-00-00
B0,3-1/2" `
DL 2,395 lbs 131,3-1/2"DL 2,395 lbs
SL 5,363 lbs SL 5,363 lbs
Total Horizontal Product Length=25-00-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
'
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 snow Unf.Area(psf) L 00-00-00 25-00-00 15 39 11-00-00
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 46,724 ft-lbs 58.0% 115% 3 1 - Internal Completeness and accuracy of input must
End Shear 6,646 lbs 32.2% 115% 3 1 - Left be verified by anyone who would rely on
Total Load Defl. U297(0.993") 80.9% 3 1 output as evidence of suitability for
Live Load Defl. U429 (0.686") 83.9% 3 1 particular application.Output here based
Max Defl. 0.993" 99,3% on building code-accepted design
3 1 properties and analysis methods.
Span/Depth 16.4 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) ValueSupport Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 5-1/4" 7,758 lbs n/a 56.3% Unspecified (8(8 ask questions,please call
00)232-0788 before installation.
B1 Post 3-1/2"x 5-1/4" 7,758 lbs n/a 56.3% Unspecified
BC CALC®,BC FRAMER®,AJSTM,
Notes ALLJOIST®,BC RIM BOARD-,BCI®,
BOISE GLULAM- SIMPLE FRAMING
Design meets Code minimum (U240)Total load deflection criteria. SYSTEMS,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-STRAND®,VERSA-STUD®are
Fastener Manufacturer: Simpson Strong-Tie, Inc. trademarks of Boise Cascade,L.L.C.
Connection Diagram
y� b d
a
c
e
a minimum = 1-1/2"c= 15"
b minimum =4" d =24"
e minimum = 1"
Install screws from both sides, staggering screws by%2 of the spacing to avoid splitting.
Member has no side loads.
Connectors are: SDS 1/4 x 3-1/2
Page 1 of 1
®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlGarGableHeader
BC CALC®3.0 Design Report-US 1 span No cantilevers 0/12 slope Monday,August 15, 2011
Build 440
File Name: BC 11116.BCC
Job Name: Rae Residence Description: GarGableHeader
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State, Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1040 Misc: phone 978.3465.6436[fax 978-465-5160
r. 4' '.x21• .• a,ZYz - E :. . ,� h ,a �''�,.ry, Y' a p
4
B0,3-1/2"
DL 1,316 lbs B1,3-1/2"
SL 2,681 lbs DL 1,316 lbs
SL 2,681 lbs
Total Horizontal Product Length=04-00-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
Tag Description Load T e Ref. Start End 100% 90% 115% 133% 126%
1 wall Unf.Area (psf) L 00-00-00 04-00-00 0 10 05-00-00
2 Reaction from Designs\Gara...Conc. Pt. (Ibs) L 02-00-00 02-00-00 2,395 5,362 n/a
Controls Summary Value %Allowable Duration Case Span
osur
Pos. Moment 6,958 ft-Ibs 43.3% 115% 2 1 - Internal Completenesse
and accuracy of input must
End Shear 3,933 lbs 54.1% 115% 2 1 -Left be verified by anyone who would rely on
Total Load Defl. 01,685 (0.025") 14.2% 2 1 output as evidence of suitability for
Live Load Defl. 02,479(0.017") 14.5% 2 1 particular application.Output here based
5% 2 1 on building code-accepted design
Max Defl. 0.025" 2.
Span/Depth 4.5 5%n/a properties and analysis methods.
1 Installation of BOISE engineered wood
products must be in accordance with
Bearin %Allow %Allow current Installation Guide and applicable
g Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 3-1/2" 3,997 lbsn/a 43.5% Uns ecified or ask questions,please call
61 Post 3-1/2"x 3-1/2" 3,997 lbs n/a 43.5% Unspecified (800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJS-
Notes ALLJOISTO,BC RIM BOARD-,B610,
Design meets Code minimum(0240)Total load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING
Design meets Code minimum (0360) Live load deflection criteria. SYSTEMOD,VERSBOISE
VERSA-RIM
PLUS®,VERSA-RIM®,
Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Fastener Manufacturer: Simpson Strong-Tie, Inc. trademarks of Boise Cascade,L.L.C.
Connection Diagram
d
a
C
le
a minimum= 1-1/2%=6-1/2"
b minimum=4" d =24"
e minimum= 1"
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.
Install Screws with screw heads in the loaded ply.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors
age eco rs are: SDS 1/4 x 3-1/2
0`a. W b >e' 0&4
®Boise Cascade Quadruple 1-3/4" x 11-1/4" VERSA-LAM@ 2.0 3100 SP Floor Beam11322
BC CALC@ 3.0 Design Report-US 1 span No cantilevers 10/12 slope Monday, August 15, 2011
Build 440
File Name: BC 11116.BCC
Job Name: Rae Residence Description: B22
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State,Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1040 Misc: phone 978.3465.6436[fax 978-465-5160]
I ! 1 I 1 3 1
! I i I 1 i I
J.
12 I ! i
d Z
nt 18A,
14-09-00
B0,3-1/2" f
LL 6,195 lbs B1,3-1/2"
' DL 2,745 lbs
LL 6,195 lbs
DL 2,745 lbs
i
Total Horizontal Product Length=14-09-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 attic Unf.Area(psf) L 00-00-00 14-09-00 20 10 14-00-00
2 wall Unf.Area (psf) L 00-00-00 14-09-00 0 _ 10 07-00-00
3 2nd floor Unf. Area (psf) L 00-00-00 14-09-00 40 10 14-00-00
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 30,949 ft-lbs 80.6% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 7,450 lbs 49.8% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Defl. U250(0.685") 95.9% 1 1 output as evidence of suitability for
particular application.Output here based
Live Load Defl. U361 (0.475") 99.6% 1 1
0 on building code-accepted design
Max Defl. 0.685" 68.5% 1 1 properties and analysis methods.
Span/Depth 15.2 n/a 1 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
or ask questions,please call
BO Post 3-1/2"x 3-1/2" 8,940 lbs n/a 97.3% Unspecified (800)232-0788 before installation.
61 Post 3-1/2"x 3-1/2" 8,940 lbs n/a 97.3% Unspecified
BC CALC®,BC FRAMER®,AJST"",
Cautions ALLJOIST@,BC RIM BOARDM,BCI®,
BOISE GLULAMTM" SIMPLE FRAMING
Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM
Member is not fully supported at post B1. A connector is required at this bearing. PLUS@,VERSA-RIM@,
VERSA-STRAND@,VERSA-STUD@ are
Notes trademarks of Boise Cascade,L.L.C.
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Fastener Manufacturer: Simpson Strong-Tie, Inc.
User Notes
3 1/2 bearing allowed
C` y .
Page 1 of 2
. 11
Boise Cascade Quadruple 1-3/4 x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam11322
BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Monday,August 15, 2011
Build 440
File Name: BC 11116.BCC
Job Name: Rae Residence Description: B22
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danigelinas@comcast.net
City, State, Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1040 Misc: phone 978.3465.6436[fax 978-465-5160]
Connection Diagram Disclosure
b d Completeness and accuracy of input must
be verified by anyone who would rely on
e output as evidence of suitability for
' �' • particular application.Output here based
on building code-accepted design
• �— properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
e current Installation Guide and applicable
building codes.To obtain Installation Guide
24" or ask questions,please call
b minimum =4" d=24"
a minimum= 1-1/2"c= (800)232-0788 before installation.
e minimum= 1" BC CALC®,BC FRAMER®,AJS-,
ALLJOIST®,BC RIM BOARDTM" BCI®,
Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from BOISE GLULAMTM',SIMPLE FRAMING
each side. SYSTEM®,VERSA-LAM®,VERSA-RIM
Install screws from both sides staggering screws b '/of the spacing to avoids splitting. PLUS®,VERSA-RIM®,
' gg g Y P 9 P 9• VERSA-STRAND®,VERSA-STUD®are
Member has no side loads. trademarks of Boise Cascade,L.L.C.
Connectors are: SDS 1/4 x 6
Page 2 of 2
By: Dan LG Date:8-13-11
Job No. 11116 Mark Rae
labels/Beams...> B22
6.500 <=b,d
LOADS: sf ft #/ft
1st FLR Live Load 912 1 912
above dead 228 1 228
wall dead load 10 0 0 ,
2nd FLK Live Load 40 0 0
above dead 10 0 0
wall dead load 10 00
3rd/Attic Liv Laod 0 0 0
i above dead 10 0 0
Misc Live Load —0-0-6
above dead lood 0 00
DECK Live load 0 00
above dead load 0—00—
...
0... Roof LIVE Load 0 0 0
. Roof Dead Load 0 0 0
_beam slf.Wgt. 0
total 1,140
w live load 912 #/ft
Labels/Beams...> B22
0
W=Wd+l= #/ft 1,140.0
L=span= ft E14.750 act. <
M=W L^2/8 ft-# 31,003
6' note/labels/options... > B22
Comment (n/a, ...7ize
@ Fb= 33,000 Fy50
@ E= 29,000,000
b= [or steel w8x24
dbf 6.5
tw steel onlys d 7.875
Self Weight @ 40 pcf #/ft tw= 0.245
Sx=bd^2/6[lumber only] in3 Sx 20.9
Ix= in4 Ix 82.8
o fb fb=M(12)/S psi 17,801
Interaction ration=Fb/fb.. %.•• 0.539 OK
M allow=FbSx/12[(12/d)^1/9 for LVL's only]
ft-# 1 57,475
Delta[D+L]=5WL^4(12^3)/384EI 0.506 <1in,
OK at U240 &<1" =U— 350 OK
Delta[Live]= in 0.404
OK U480 lumber[360st] =U 438 OK
Delta[Dead]=D+L(-)LL ok if 360 LL
OK L/480lumber[360st]
Shear/columns plus "480
Rd+I=WU2 _# 8,408
Fv 14,400 �«
R allow=Fvbd # R stl= 27,783 OK
%of Fv, i.e.,fv/Fv=R/R allow d=
fv=[3R/2bd]= psi t web= 7.8750 �•�°' t
reduce depth to d 0.2450 t
R'reduced allow=Fvbd' # 31,752
reduce depth to d in 9.0000
width b in 0.2450
Bearing Allowable psi 425
w[width] L[length] in5.5 7
I Lf
Rallow.W Br controls # 15,194 OK .„
Comments: B22
member size...> w8x24
bf width 6.500 �L!
d depth 7.875
> wgt/Ft 24 pounds / l 1 'j1
. ASN Boise Quadruple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Bea
m1B21
BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope
Build 440 Monday,August 15, 2011
Job Name: Rae Residence File Name: BC 11116.BCCDescription: B21
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State, Zip: North Andover, MAO 1845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1040 Misc: phone 978.3465.6436 [fax 978-465-5160]
' I I
i I I i t I
i M' ON z�
B0,3-1/2"
LL 4,200 lbs B1,3-1/2"
DL 1,821 lbs LL 4,200 lbs
DL 1,821 lbs
Total Horizontal Product Length=10-00-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 attic Unf.Area(psf) L 00-00-00 10-00-00 20 10 14-00-00
2 wall Unf. Area (psf) L 00-00-00 10-00-00 0 10 07-00-00
3 2nd floor Unf.Area(psf) L 00-00-00 10-00-00 40 10 14-00-00
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 13,705 ft-lbs 81.8% 100% 1 1 -Internal Completeness and accuracy of input must
End Shear 4,943 lbs 51.3% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Defl. L/227 (0.50511) 105.9% 1 1 output as evidence of suitability for
1 1 particular application.Output here based
Live Load Defl. L/325 (0.352") 110.8%
Max Defl. 0.505" on building code-accepted design
50.5% 1 1 properties and analysis methods.
Span/Depth 15.8 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %,Allow current Installation Guide and applicable
Bear_ing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
or ask questions,please call
BO Post 3-1/2"x 3-1/2" 6,021 lbs n/a 65.5% Unspecified (800)232-0788 before installation.
B1 Post 3-1/2"x 3-1/2" 6,021 lbso
n/a 65.5% Unspecified
BC CALC®,BC FRAMER®,AJSTM
ALLJOIST®,BC RIM BOARDTM,BCI®,
Cautions BOISE GLULAMTMSIMPLE FRAMING
Member is insufficient to carry loads for Code minimum load deflection at limit of U240. SYSTEM®,VERSA-LAM®,VERSA-RIM
Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. PLUS®,VERSA-RIM®,
Member is not fully supported at post B0. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade,L.L.C.
Member is not fully supported at post B1. A connector is required at this bearing.
Notes
Design meets arbitrary(1") Maximum load deflection criteria.
Fastener Manufacturer: Simpson Strong-Tie, Inc.
User Notes
ok at these deflections, very small overage, loads a little high
Page 1 of 2
Boise Cascade Quadruple 1-3/4" x 7-1/4" VERSA-LAM(g) 2.0 3100 SP Floor Beam11321
BC CALC@ 3.0 Design Report- US 1 span No cantilevers 10/12 slope
Build 440 Monday,August 15, 2011
Job Name: Rae Residence File Name: BC 11116.BCCDescription: B21
Address: 130 MArbleridge Road Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State,Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC
Customer: Company: 579A North End Blvd Salisbury MA 01952-1738
Code reports: ESR-1040 Misc: phone 978.3465.6436[fax 978-465-51601
Connection Diagram Disclosure
b d Completeness and accuracy of input must
a be verified by anyone who would rely on
• • output as evidence of suitability for
C • particular application.Output here based
on building code-accepted design
• �—• • properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
a current Installation Guide and applicable
building codes.To obtain Installation Guide
a minimum= 1-1/2"0=4-1/4" or ask questions,please call
� b minimum=4" d=24"
(800)232-0788 before installation.
e minimum = 1" BC CALC®,BC FRAMER@,AJSTM,
ALLJOBeams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from BOISE GLUSTO, M RIM SIMPLE
FRBOARDTAMING,
BOISE GLULAMTM SIMPLE FRAMING
each side. SYSTEM®,VERSA-LAM@,VERSA-RIM
Install screws from both sides, staggering screws by'/of the spacing to avoid splitting. PLUS@-RI SA STUB@are @R
Member has no side loads. VERSASTRAND Connectors are: SDS 1/4 x 6 trademarks of Boise Cascade,L.L.C.
Page 2 of 2
Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2
.0 3100 SP Floor Bea mlHeaderl(itWind
BC CALC®3.0 Design Report- US 1 span No cantilevers 1 0/12 slope
Build 440 Monday,August 15, 2011
Job Name: Rae Residence File Name: BC 11116.BCC
Address: 130 MArbleridge Road Description: HeaderKitWind
City, State,Zip: North Andover, MA 01845 Specifier: Dan L Gelinas PE danlgelinas@comcast.net
Customer: Designer: Gelinas Structural Engineering LLC
Code reports: ESR-1040 Company: 579A North End Blvd Salisbury MA 01952-1738
Misc: phone 978.3465.6436[fax 978-465-51601
i t I t I I
i
�
B0,3-1/2"
09-00-00
LL 1,800 lbs B1,3-1/2"
DL 1,482 lbs LL 1,800 lbs
SL 1,404 lbs DL 1,482 lbs
SL 1,404 lbs
Total Horizontal Product Length=09-00-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
Tag Description Load Type Ref. Start End 100% 90%
1 2nd . Unf.Area (psf) L 00-00-00 09-00-00 40 10 115% 133% 125%
2 wall Unf.Area (psf) L 00-00-00 09-00-00 01p 08-00-00
3 roof Unf.Area (psf) L 00-00-00 09-00-00 08-00-00
(psf) L 00-00-00 09-00-00 10
4 attic Unf.Area 10 39 08-00-00
10
Controls Summa Value %Allowable Duration Case San
Pos. Moment 9,497 ft-lbs 59.2% 115% 1 Disclosure 08-00-00
2 - Internal Completeness and accuracy of input must
End Shear 3,558 lbs 49.0% 115% 2 1 -Left be verified by anyone who would rely on
Total Load Defl. U411 (0.249") 58.4%
Live Load Defl. U601 (0.171") 59.9% 2 1 output as evidence of suitability for
2 1 particular application.Output here based
Max Defl. 0.249" 24.9% 2 1 on building code-accepted design
Span/Depth 10,8 n/a properties and analysis methods.
1 Installation of BOISE engineered wood
products must be in accordance with
Bearing SupportS Dim.(L x W) Value %Allow %Allow current Installation Guide and applicable
Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 3 1/2" 4,686 lbsn/a 51.0% Unspecified- or ask questions,please call
B1 Post 3-1/2"x 3-1/2" 4,686 lbs n/a 51.0% Unspecified (800)232-0788 before installation.
Notes BC CALC®,BC FRAMER®,AJSTM,
ALLJOISTO,BC RIM BOARDTM BCI®,
Design meets Code minimum(0240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING
Design meets Code minimum (U360) Live load deflection criteria. PLUS®®ERSA RI®M®'VERSA-RIM
Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Fastener Manufacturer: Simpson Strong-Tie, Inc. trademarks of Boise Cascade,L.L.C.
Connection Diagram
GELINAS
• u STRUCTURAL
L vi
a No.33994
411
a
a minimum = 1-1/2"c=6-1/2"
b minimum=4" d=24"
e minimum
Install Screws with screw heads in the loaded ply.
Member has no side loads.
Connectors are: SDS 1/4 x 3-1/2
Page 1 of 1
_
II
x
1, 'L 01: 16;yt �06
EXISTING UANLLIUS
TO REMAIN
IS' 17'-3"
9' 14'-6°
• 1 I I I I I WALK IN
CLOSET,
ITCHEJ, I I 1
11 DINING I
II II
001
m
RAISE KITO-EN --___--
aT BE l INC RASHGARACE
-
FRST
�1
11 CN =J L= 14'-2"t
tt�T� -?.,o F
5,/("& MASTER BEDROOM
(47" RELOCATE Daft TO .. MUDRO M o =_
GARAGE AS SHOW --
DOOR MALL BE
I HOUR aRE RATED . LIVING ROOM
L 2'8/6'8 DdSTNG UANDOUI,
I TO REMAIN
UP OPEN TOAEk7v1
(� E ( EXISTING UANDQL3
TO REMAIN
S\A OF
DANIEL L.
FIRST r-LOOR PLAN iTI- A
"ELMAS
U),
�L-T U I-Lr tio.33994
rte. y�,�f.,•
A
Gel►nas Structural �ngineerinq LLC - 966 _ L
Daniel L.Gelinas,P.E. [P 978.465.6436]
579A North End Blvd [Fax 5160]
Salisbury MA 01952 danlgelinas@comcast.net
alle! 9 2511
MARTIN BY:
MARTHA MAGNNIS PROP06ED RENOVATIONS 4 ALTERATIONS TO
58 REAVE IRAE RESIDENCE
BRADFORD, MA, 01835
(978)374-8719 130 MARBLERIDGE ROAD
NORTH ANDOVER, MA.
W
NEW ROOF
E± B
LLLLJ
I II I I LI LLI III I I.J. I-I
REMOVE EXISTING
WINDOWS AS B 1CM
I 11 I I I NB11 KITCHEN WINDOW
REAR ELEVATION
NEU1 SLIDING DOOR 1/2"PLYWD,SHEATHING 1/4 if
=1 —O
NAIL
sd NAILS a 6"O.C.
PERIMETER
O.C.FIELD
FLOOR SFEATHING
3/4 T 4 G
NAIL IOd 6"O.C. U5E SIMPSON H25A
AT PERIMETER HURRICANE CLIPS AT
W W O.C.IN FIELD END OF EACH RATER
GLJE
RAFMR5-2X10 0 16"O.G. 4 12 CONT.RIDGE VENT
PLYUD.514EATHING-V7'NAIL 8d ROOF SHINGLES
6"O.0 PERIMETER-
YY'O.C.FIELD 5/5"EXT.PLYUD.SHEATHING
g o 16° 2X10 ROOF RAFTERS
R=38 RBERGLASS BATT,INed-
MTL.DRIP EDGE
CONT.SOFFIT VENT ,
® SIDING
W EX
I/2"EXT.PLl'WD,SHEATHING
H `SAP EaJAL TO"TTVEK" 7'-3"
2X6 STUD WALL WALK IN LAUNDRY
R=21 RBERGLA56 INSUL CLOSET
Li
R=30 FIBERGLASS
PRE-ENCINEERED FLOOR OST5
3/4"T 6 G PL7WD.5BFLGLRLEt SIDE ELEVATION
CARACE
1/�' =�I-O TYPICAL WALLrCTION5/s"EYP.
wALLBOARD
1/4 =I'-O
AUG. 8, 2011
MARTINPROPOSED RENOVATION& 4 ALTERATIONS TO
MMARTHAMAGNNIS
58T AYE RAE RESIDENCE
BRADFORDFORD, MA. 01835
(978)374-8719 130 MARE3LERIDGE ROAD
NORTH ANDOVER, M,4.
W
nrFFlR
® ® NEW ROOF
EFE FFH . NEW DORMERS nFml NEW DORMERS
NEW DORMERH-Hl
ElB FFH
MT® # Fffl as
a
a
a
a DIE a
as
a
a
14 LL
FRONT ELEVATION
1/4 =1 -O
AUG. 8, 2011
DRAWN BY: /� /�
MARTHA MAGINNIS PROPOSED RENOVA It ION6 4 ALTERATIONS TO
58 REGFNT AVE, RAE RESIDENCE
BRADFORD, MA, 01835
(978)374-8719 130 MARBLERIDGE ROAD
NORTH ANDOVER, MA,
NORTIy
Town of
o dover, Mass. / //
�
COCMICMEWICK y1. 1 1
ORATED
3 U BOARD OF HEALTH
PERMIT T D Food/Kitchen
Septic System
BUILDING INSPECTOR
THISCERTIFIES THAT...............�,/�................ ...... .......�s�6r.......................................................................... ................ Foundation
has permission to ere c . ... ................. buildings on ®. '7�i�'.�J� .�'.!.�-! '...�!.:`.. ..............,.,,,,, Rough
.................
y r
to be occupied as.......... a(r.7��.1� ...�... ��`1�..r2.)..D.�'' rChimney
......................
provided that the person accepting this permit shall in every respect 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
Final
PERMIT EXPIRES IN 6 MONTHS
�^ ELECTRICAL INSPECTOR
UNLESS CONSTRUCTIO TARTS Rough
Service
BUILDING 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.