HomeMy WebLinkAboutBuilding Permit #706-13 - 2150 TURNPIKE STREET 4/26/2013TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit NO: `/ eived I
Date Issued:
IMPORTANT: Apt
nt must com ete all items on this page
` Pnnt
PROFERTY� OWNER _ Jrle;r%
Pnnt t 10,O,YearOld,Structurel yes;Alaz
MAPNQ ✓ PARCEL' . - ZONI,IVG DISTRICT stn HistoncRDlstnct;, yes n,
_ _ �1
$ - - Mach'- Shop,Village y_es_ _
TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
New Building
One family
❑ Addition
❑ Two or more family
❑ Industrial
❑ Alteration
No. of units:
❑ Commercial
❑ Repair, replacement
❑ Assessory Bldg
❑ Others:
❑ Demolition
❑ Other
❑ S pficf .❑ Well=
❑. F,loodplain- ❑ N8 0.
WatershedTDistrict
titer/S;ewer
DESCRIPTION QF WORK TO BE PERFORMED:
or Print Clearly)
OWNER: Name:
AririrPcc-
75 1.5i
ARCHITECT/ENGINEER 0 Phone: Y 77 V-3 9
Address: -'--7 e -14d Aldi 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: $ 3�/, Ova FEE: $ O
Check No.: 2 41l Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund
fnd /
Slgnaturehof Agent
Plans Submitted ❑
GW:A
Plans Waived ❑
Signaturexof contractor%{/�
_ .
Certified Plot Plan ❑ Stamped Plans ❑
q
i
Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
TYPE OF SEWERAGE DISPOSAL
Ablyc"Sewer
.Taniiing/MassageBosdyArtt
Snnming Pools
Well i ❑
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
LA
PLANNING & DEVELOPMENT
COMMENTS
PROVED
CONSERVATION Reviewed on / a� �-� Si nature.
i
COMMENTS_ILZ
TH Reviewed on Signature
COMMENTS
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Plannina Board Decision: Comments
Conservation Decision: CommentE
Water & Sewer Connection/si nature D
DPW Towp- Engineer: Signature:_
FIRE bEPARTI E' NT - Temp Dumpster on site yes
Located at+124.Mair Street..
Fire Dep6K,4 er fsigroature/ddte
COMMENTS
4 -1-7- 1,3
Driveway Permi
'i
r
Located 384 Osgood Street
no
Dimension
f7%G
Number of Stories: � X Total square feet of floor area, based on Exterior dimensions.17,-5/c/,,
Total land area, sq. ft.: (-(q 4 % .3
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
k f'li d 1::�J li
® Notified for pickup - Date
Doc.Building Permit Revised 2010
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
o Photo Copy Of H.I.C. And/Or C.S.L. Licenses
o Copy of Contract
o 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
L3 Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
o Copy Of Contract
❑ Floor/Crossection/Elevation Plan Of Proposed Wok With Sprinkler Plan And
Hydraulic Calculations (If Applicable) ~
❑ Mass check Energy Compliance Report (If Applicable)
o 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)
o Building Permit Application
o Certified Proposed Plot Plan
o Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
L3 Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
La Copy of Contract
o Mass check Energy Compliance Report
o 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 app: al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be subm;tted with the building application
Doc: Doc.Bui?ding Permit Revised 2012
j d �
Location CJl IY /I/ �
No. i� - l Date ZL /
r
* -
TOWN OF NORTH ANDOVER
Certificate of Occupancy
$��
"
Building/Frame Permit Fee
$2-&!2?'`
x
Foundation Permit Fee—
.
Other Permit Fee
$
TOTAL
$
Check #�
26329 Bdildmg Inspector
a. OE 40 D7M q,y
�O
0 rr
s ` s
�q3 ACN�iSES
CERTIFICATE OF USE & OCCUPANCY
TOWN OF NORTH ANDOVER
Building Permit Number 706-13 on 4/26/13 Date: August 22, 2013
THIS CERTIFIES THAT
THE BUILDING LOCATED ON 2150 Turnpike Street
MAY BE OCCUPIED AS a Single Family Home IN ACCORDANCE WITH THE
PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER
REGULATIONS AS MAY APPLY.
Certificate Issued to: Stephen Smolak
762 Dale Street
North Andover, MA 01845
1�1
Building Inspector
Fee: PrePaid
Receipt: 26329
Check :243 8
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APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION
�9ss"r' ° 'p
HU`-� EK�y BUILDING PERNIIT # 7 J 6 '13
AC /'
ADDRESS/LOCATION OF PROPERTY: Z� S�l 7Teh014,e 577 C&77_1
Map %6 � • C_ Parcel Lot Number 9
SUBDIVISION:
DATE REQUESTED FILED/READY FOR INSPECTION:
CLOSING DATE ON PROPERTY:
FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED
ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A
REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE STRUCTURE
DOES NOT MEET ALL APPLICABLE CODES.
APPLICANT SIGNATURE
Permit Issued to:
Address:
ROUTING
TOWN ENGINEER, SITE PLAN — DRIVE -WAY REVIEW/
CONSERVATION ® D
PLANNING
DPW -WATER METER p k- " i 9-14/ �' — °� 13
SEWER CONNECTION L,Z( 0l_ ` i bw i3
DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO
SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST
DPW
SIGNATURE
File: Application for OC form revised Jan 2007/2011
9- /3
PERFORMANCE AIR LEAK TESTING, LLC
100 MCINTOSH LANE
HAMPSTEAD, NH, 03841
978-852-7207
Building Air -Tightness Test Form
Customer Information:
Name:
Address ,�fSZJy�/�•'C >`
City: �% c
State/Zip: c O "7 f
Phone:
Email:
Building & Test Conditions:
Date: 9 .� 1
Time: a Ko
Billing Address: (if different from above) f�
� /�,o,
l � Floor Area (W):
Street:'? !
City/State:, Cr
Comments: JTPX JACA go 5 c q.11 fi3,->_s
Test #1 Depress: V
Pre-test Baseline Pressure: (Pa)
Bldg Press.
(Pa)
Flow Ring
Installed
Fan Press
(Pa)
Flow
(cfm)
—0.1
C,
Post-test Baseline Pressure:
Fan Model/SN:
Results:
CFM50:
(Pa)
ACH50:
Post-test Basel inggPressure: " l (Pa)
Fan Model/SN: I( 1R!- ` e(Z_ j (b
Results:
CFM5n
ACH50: Y. 7 1
Test #2 Depress: Press:
Pre-test Baseline Pressure:
Pa
Bldg Press. Flow Ring Fan Press
(Pa) Installed (Pa)
Flow
(cfm)
Post-test Baseline Pressure:
Fan Model/SN:
Results:
CFM50:
(Pa)
ACH50:
PERFORMANCE AIR LEAK TESTING, LLC
100 MCINTOSH LANE
HAMPSTEAD, NH, 03841
978-852-7207
Duct Leakage Test Form
Client Information
Name;
Address:
City/State/Zip:f 610 CSC
Phone:�1 f
Email:
System #1
Location:,)
Type of Test: O Total / O to Outside
Approx. Floor Area Served: -7
CFM Leakage at 25pa:
Approx. Leakage for Single System*:
System #3
Location:
Type of Test: O Total / O to Outside
Approx. Floor Area Served:
CFM Leakage at 25pa:
Approx. Leakage for Single System":
Building Information
Address: X/ 0
City/State/Zip: N. - ND& e -
Test Date: 7-12--13
Test Time: 111 V,
Point of Construction: O Rough
Final
System #2
Location:
Type of Test: O Total / O to Outside
Approx. Floor Area Served:
CFM Leakage at 25pa:
Approx. Leakage for Single System":
Combined Results
Total Conditioned Floor Area: sq. ft.
Leakage Limit: O 6% 08% 12%
Leakage Limit: � cfm@25
Combined Leakage":� cfm@25
2009 IECC Compliance: Pass O Fail
" Approximations for single systems are for diagnostic use only.
"" Total combined duct leakage is required for 2009 IECC Compliance.
that this test wasgZLe ormed in compliance with applicable standards.
Z --
Date
Enter construction cost for fee cal -
North Andover Fee Calculation
Construction Cost
234y000.0-0
m
$ -
$
2,808.00
Plumbing Fee
$
351.00
Gas Fee 100 comm.
$
100.00
Electrical Fee
$
351.00
Total fees collected
$
3,610.00
2150 Turnpike Street
706-13 on 4/26/2013
Single Family Home
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APR/25/2013/THU 01:41 PM FAX No, P.002
,�C►R INSURANCE BINDER
DATE
DEDUCTIBLE
04/25/2013
THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM.
PRODUCER
PHONE
A/C, No. Ext978^68& 7690
COMPANY
BINDER 41
NORTHLAND INSURANCE C010/25/12
UABILfTY
COMMERCIALGENERAL LIABILITY
CLAIMS MADE a OCCUR
No; 978-667-0149
Perry Insurance agencyDATE
EFFECTIVE TIME
DATE TIME
PERSONAL&ADV INJURY $ 100,000.00
AM
Ll
12:01 AM
522 Chickering Road
North Andover, MA 01845
04/25/2013
12:01 PM
05/25/2013
PROPERTY DAMAGE $
NOON
WPER
THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY
EXPIRING POLICYU: WS098764
S
CODE: BUB CODE:
COSTO ER ID;
DESCRIPTION OF OPERATIONS/VBHICLEB/PROPERTY (Includlnd Locetlon)
762 DALE ST
INSURED
STEPHEN SMOLAK
NORTH ANDOVER, MA 01845
762 DALE ST
EACHACCIDENT g
NORTH ANDOVER, MA 01845
COVERAGES LIMITS
TYPE OF INSURANCE
COVERAGEIFORMS
DEDUCTIBLE
COINS -A AMOUNT
PROPERTY CAUSES OP LOSS
BASIC C BROAD ❑ SPEC
NORTH ANDOVER,MA 01845
AUTHOR17cn RcFRTSENTATIVP
GENERAL
UABILfTY
COMMERCIALGENERAL LIABILITY
CLAIMS MADE a OCCUR
WS098764 06/08/02012- 06/08/2013
RETRO DATE FOR CLAIMS MADE:
EACH OCCURRENCE g 1,000,000.00
RENTED PREMISES g 100,000.00
MED EXP (Any one person) $ 5,000.00
PERSONAL&ADV INJURY $ 100,000.00
GENERAL AGGREGATE $ 2,000,000,00
PRODUCTS - COMPIOPAGG $ 2,000,000.00
AUTOMOBILE
LIABILITY
ANYAUTO
ALLOWNEDAUTOS
SCHEDULEDAUTOS
HIRED AUTOS
NON -OWNED AUTOS
COMBINED SINGLE LIMIT $
BODILY INJURY (Per person) $
BODILY INJURY (Per eccident) $
PROPERTY DAMAGE $
MEDICAL PAYMENTS g
PERSONAL INJURY PROT S
UNINSURED MOTORIST S
S
AUTO PHYSICAL DAMAGE DEDUCTIBLE
COLLISION:
OTHER THAN COL
ALL VEHICLES SCHEDULED VEHICLES
ACTUAL CASH VALUE
STATED AMOUNT $
OTHER
GARAGE LIABILITY
ANYAUTO
AUTO ONLY -EAACCIDENT S
OTHER THAN AUTO ONLY:
EACHACCIDENT g
AGGREGATE g
EXCESS LIABILITY
UMBREUAFORM
OTHER THAN UMBRELLA FORM
RETRO DATE FOR CLAIMS MADE;
EACH OCCURRENCE $
AGGREGATE $
SELF-INSURED RETENTION $
WORKER'9COMPENSATION
AND
EMPLOYEFUS LIABILITY
WC STATUTORY
E.L. EACH ACCIDENT $
E.L. DISEASE - EA $
E.L. DISEASE -POLICY LIMIT $
SPECIAL
CONDITIONS/
COVERAGES
FEES
AXES
TAXES
Ell
ESTIMATED TOTAL PREMIUM $
NAME & ADDRESS
TOWN OF NORTH ANDOVER
ATT GERALD A BROWN CBO INSPECTOR
MORTGAGEE
LOSS PAYEE
ADDITIONAL INSURED
LOAN'#
1600 OSGOOD ST BLDG 20 STE 2035
NORTH ANDOVER,MA 01845
AUTHOR17cn RcFRTSENTATIVP
ACORD 75 (2001/01) NOTE: IMPORTANT STATE INFORMATION ON REVS E SID IDACORD CORPORATION 1993
A?R/2tl/1013/ThU U1:42 ?M FAX No, F.003
CONDITIONS
This Company binds the kind(s) of insurance stipulated on the reverse side. The Insurance is subject to the
terms, conditions and limitations of the pollcy(les) in current use by the Company.
This binder may be cancelled by the Insured by surrender of this binder or by written notice to the Company
stating when cancellation will be effective. This binder may be cancelled by the Company by notice to the
Insured in accordance with the policy conditions. This binder is cancelled when replaced by a policy, If this
binder is not replaced by a policy, the Company is entitled to charge a premium for the binder according to the
Rules and Rates in use by the Company.
Applicable in Califomia
When this form is used to provide insurance in the amount of one million dollars ($1,000,000) or more, the title
of the form is changed from 'Insurance Binder' to "Cover Note".
Applicable in Delaware
The mortgagee or Obligee of any mortgage or other instrument given for the purpose of creating a lien on real
property shall accept as evidence of insurance a written binder issued by an authorized Insurer or its agent if
the binder includes or is accompanied by: the name and address of the borrower; the name and address of the
lender as loss payee; a description of the insured real property; a provision that the binder may not be canceled
within the term of the binder unless the lender and the insured borrower receive written notice of the cancel-
lation at least ten (10) days prior to the cancellation; except in the case of a renewal of a policy subsequent to
the closing of the loan, a paid receipt of the full amount of the applicable premium, and the amount of insurance
coverage.
Chapter 21 Title 25 Paragraph 2119
Applicable in Florida
Except forAuto Insurance coverage, no notice of cancellation or nonrenewal of a binder is required unless the
duration of the binder exceeds 60 days_ For auto Insurance, the insurer must give 5 days prior notice, unless
the binder Is replaced by a policy or another binder in the same company.
Applicable in Nevada
Any person who refuses to accept a binder which provides coverage of less than $1,000,000,00 when proof is
required: (A) Shall be fined not more than $500.00, and (B) is liable to the party presenting the binder as proof
of insurance for actual damages sustained therefrom.
d!�"M "?' CFRTIFIC'_ATF (W 1 1AR11 1TV IAICI10AA1f%C
_ .__... — —. � .. . �. � . � v ■ ��r`v � `� � � � � � V V � \/'11 \ V L
DATE (MM/DD/YYYY)
INS RD
05/25/2012
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
PERRY INSURANCE AGENCY
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
522 CHICKERING ROAD
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
NORTH ANDOVER, MA 01845
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
06/08/2011
^-7
6 91/)
EACH OCCURRENCE $ 1,000,000.00
/
INSURERS AFFORDING COVERAGE NAIC #
INSURED
INSURERA: PENN -AMERICA INSURANCE CO.
STEPHEN SMOLAK
INSURERS:-
762 DALE ST
C:
NO. ANDOVER, MA 01845
INSURER D:
GENERAL AGGREGATE $ 2,000,000.00
INSURER E:
rnvconr_oc
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY
PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR
INS RD
TYPE OF INSURANCE
POLICY NUMBER
E
DATE (MM/DD/YY)
EXIR N
DATE (MM/DD/YY)
LIMITS
A
GENERAL LIABILITY
✓ COMMERCIAL GENERAL LIABILITY
CLAIMS MADE F,/] OCCUR
PAC6913394
06/08/2011
06/08/2012
EACH OCCURRENCE $ 1,000,000.00
DAMAGE TO RENTED
PREMISES Ea occurence $ 50,000.00
MED EXP (Any one person) $ 5,000.00
PERSONAL & ADV INJURY $ 1,000,000.00
GENERAL AGGREGATE $ 2,000,000.00
GEN'LAGGREGATE LIMITAPPLIES PER:
PRODUCTS -COMP/OPAGG $ 2,000,000.00
POLICYF'j PROJECT LOC
AUTOMOBILE LIABILITY
ANYAUTO
COMBINED SINGLE LIMIT $
(Ea accident)
ALL OWNED AUTOS
SCHEDULEDAUTOS
BODILY INJURY $
(Per person)
HIRED AUTOS
NON -OWNED AUTOS
BODILY INJURY $
(Per accident)
PROPERTY DAMAGE $
(Per accident)
GARAGE LIABILITY
ANY AUTO
AUTO ONLY- EAACCIDENT $
OTHER THAN EAACC $
AUTO ONLY: AGG $
EXCESS/UMBRELLA LIABILITY
OCCUR CLAIMS MADE
EACH OCCURRENCE $
AGGREGATE $
DEDUCTIBLE
RETENTION $
$
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
_
TORY LIMITS ER
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
E.L. EACH ACCIDENT $
E.L. DISEASE - EA EMPLOYEE $
If yes, describe under
SPECIAL PROVISIONS below
E.L. DISEASE - POLICY LIMIT $
OTHER
CFRTIFICATc NAI 11FR
NORTH ANDOVER BUILDING DEPT
1600 OSGOOD ST
NORTH ANDOVER, MA 01845
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 030 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
AUTHORIZED REPRESENTATIVE
APR/29/2013/MON 10:10 AM
4/29/2013 11:10:30 AM
FAX No, P.002
8778 ® 02/02
L7 0 CERTIFICATE OF LIABILITY INSURANCE704/29/2013
(MM/DO/YYYY)
TYPE OF INSURANCI:
ubbi
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(Ies) must be endorsed. If SUBROGATION IS WAIVED[ subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER 02051-001
fi%MjgCT
Perry Insurance Agency LLC
522 Chickering
si�o. Ext : (978)685.7690 �L. (978)687-0149
Rd, Rt 425
North Andover, MA 01845
EMAIL
ADDRESS;
R S AFFORDING COV
INSURER A A.I.M. Mutual Insurance Company 33758
INSURED
Steve Smolak
INsuR e
762 Dale Street -
INSURER r
Nodh Andover, MA 01845
INriu o:
INSURER E
INSURFRF
THIS IS TO CERTIFY YHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TH8 POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
IN
LTR
TYPE OF INSURANCI:
ubbi
YUS
POLICY NUMBER
rP1MlD61YYYV
(M M�DYNw
LIMITS
GENERAL
LIABILITY
EACH OCCURRENCE %
COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE ElOCCUR
AMA O RENTED S
ccurrcnca
MEO EXP (Any one pereor) S
PERSONAL & ADV INJURY
GENERAL AGGREGATE S
ENI_ AGGREGATE LIMIT APPLIES PER:
oucYRo oc
cr
PRODUCTS - COMP/OP AGG 5
AUTOMOBILE
LIABILITY
ANY
ALL OWNWN ED SCHEDULED
AUTOS AUTOS
HIRED AUTOS AUTOS
- __ -. _
COMBINED SINGLE LIMIT $
Ea dccidant
BODILY INJURY (Per Parcon) $
BODILY INJURY (Prr ocdoarn) 4
PRO A
s
UMBRELLA LIA9
OCCUR
EACH OCCURRENCE $
EXCESS LIAB
CLAIMSMADE
AGGREGATE s
RNNEYEENTIIONNN 5
$
WyyppW�DEEgqOggI�
X TORY LIMITS OR
A
pANNNDppERRMQQPPPLRRO��YEEETTR��ppptll�BTTrLNNIEETY Y/N
OFFICEWNIEMBEREXCLUGECUTIVE
II(''Ma@@nngdaaattaorryinNH))
O�SCRIPTIft9/ /PERATIONSbelaw
N/A
VWC6002880012012
12/27/201212/27/2013
E.L. EACH ACCIDENT s 100,000
6.(,.OISEASE-EA EMPLOYEE s 100,000
E.L. DISEASE - POLICY LIMIT $ 500,000
DESCRIPTION OF OPERATIONS /LOCATIONS) VEHICLES (ANach ACORO 101, Additional Remarks Schadula, It mon APgea Ie MgUlrad)
Town of North Andover
Attention: Gerald 71 Brown CBO Inspector
1600 Osgood Street
[..North Andover, MA 01845
n e�nnn we r�n�n.n e�
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PRdVISIONs.
AUTHORIZED REPRESENTATIVE _
• •--••— -- ��- •�•��r --jr— name mu logo are reglstere0 marKS OT ACORD
R8CEIVE: NO.5833 04/29/2013/MON 09:55AM
s reserve
Massachusetts - Department of Public Safety
:Board of Building Regulations and Standards
Construction Supervisor
License: CS -053176
STEPHEN M SMOLAK
762 DALE ST �� I
North Andover IMIA 018 5
I �
Expiration
Commissioner 02/15/2015
4.
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Energy Code:
Location:
Construction Type:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Construction Site:
Lot 3 Turnpike Street
North Andover, MA
REScheck Software Version 4.4.3
Compliance Certificate
2009 IECC
North Andover, Massachusetts
Single Family
19%
6322
5
Owner/Agent:
. .. .•-.
Compliance: 8.2% Better Than Code Maximum UA: 293 Your UA: 269
The % Better or Worse Than Code index reflects how dose 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.
Designer/Contractor:
NONE�ii
Gross Cavity Go'nt. Glaazing UA
Assembly Area or R -Value R -Value or Door
Perimeter U -Factor
gelling 1: i lat uelltng or 5clssor I russ 936 38.0 0.0 28
Wall 1: Wood Frame, 16" o.c. 1984 21.0 0.0 90
Window 1: Vinyl Frame:Double Pane with Low -E 315 0.300 95
Door 1: Solid 38 0.190 7
Door 2: Glass 60 0.300 18
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 936 30.0 0.0 31
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 2009 IECC requirements in
REScheck Version 4.4.3 and to comply with the mandatory requirements listed' the REScheck Inspection ecklist.
Name - Title gnature ate
Project Title:
Data filename: Untitled.rck
Report date: 04/17/13
Page 1 of 4
41
Energy Code:
Location:
Construction Type:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Ceilings:
REScheck Software Version 4.4.3
Inspection Checklist
20091ECC
North Andover, Massachusetts
Single Family
19%
6322
5
❑ 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
Comments:
Doors:
❑ Door 1: Solid, U -factor: 0.190
Comments:
❑ Door 2: Glass, U -factor: 0.300
Comments:
Thermal Break? Yes No
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/doorjambs 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.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7
ACH at 50 pascals 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.
Project Title: Report date: 04/17/13
Data filename: Untitled.rck Page 2 of 4
;r
(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:
❑ 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:
Fl Materials and equipment are installed in accordance with the manufacturer's installation instructions.
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.
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:
Ej Building framing cavities are not used as supply ducts.
F-1 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).
❑ Duct tightness test has been performed and meets one of the following test criteria:
(1) Postconstruction leakage to outdoors test: Less than or equal to 149.8 cfm (8 cfm per 100 ft2 of conditioned floor area).
(2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 224.6 cfm (12 cfm per 100 ft2 of
conditioned floor area).
(3) Rough -in total leakage test with air handler installed: Less than or equal to 112.3 cfm (6 cfm per 100 ft2 of conditioned floor area).
(4) Rough -in total leakage test without air handler installed: Less than or equal to 74.9 cfrn (4 cfm per 100 ft2 of conditioned floor area).
Temperature Controls:
F1 Where the primary heating system is a forced air -furnace, at least one programmable thermostat is installed to control the primary
heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
Lj Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
L] Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
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:
❑ Circulating service hot water pipes are insulated to R-2.
❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
Project Title: Report date: 04/17/13
Data filename: Untitled.rck Page 3 of 4
0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Lj Heated swimming pools have an on/off heater switch.
Pool heaters operating on natural gas or LPG have an electronic pilot light.
Lj 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:
F-1 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'c').
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. 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: Report date: 04/17/13
Data filename: Untitled.rck Page 4 of 4
2009 IECC [energy
[efficiency Certificate
Ceiling / Roof 38.00
Wall 21.00
Floor / Foundation 30.00
Ductwork (unconditioned spaces):
Glass &Door Rating U -Factor SHGG
Window
Door
0.30 0.70
MowHeating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
Boise Cascade Triple 1-3/4" x 9-1/4" VERSA-LAMO 2.0 3100 SP
���TTTlllc
Dry 13 spans 1 No cantilevers 10/12 slope
BC CALC® Design Report - US 16-00-00 OCS
Build 2258
File Name:
Job Name: Steve Smolak
Description
Address: Turnpike St.
Specifier:
City, State, Zip: N.Andover, MA 01845
Designer:
Customer:
Company:
Code reports: ESR -1040
Misc:
IMME! no Now
13-03-00
09-06-00
B1
re 13046. bcc
DesignsXAB-1
DesignslAE
Monday, April 15, 2
Dan L. Gelinas M.S., PE, SECB
Gelinas Structural Engineering LLC
Total Horizontal Product Length = 36-00-00
13-03-00
Reaction Summary (Down / Uplift) (ibs )
Bearing Live
Dead Snow Wind Roof Live
BO, 3-1/2" 2,862/145
983/0
B1, 3-1/2" 6,807/0
2,143/0
B2, 3-1/2" 6,807/0
2,143/0
B3, 3-1/2" 2,862/145
983/0
Notes
Design meets Code minimum (0240) Total load deflection criteria.
Design meets Code minimum (0360) Live load deflection criteria.
Design meets arbitrary (1") Maximum total load deflection criteria.
Calculations assume member is fully laterally braced.
Design based on Dry Service Condition.
Job 13046
Apr 15, 2013
Paae 1 of 2
Live
Dead
Snow Wind Roof Live l
Load Summary
Tag Description
Load Type
Ref. Start End 100%
90%
115% 160% 125%
1 Standard Load
Unf. Area (Ib/ft12) L 00-00-00 36-00-00 30
10
16 -OC
Controls Summary
Value
%Allowable Duration Case
Location
Disclosure
Pos. Moment
10,445 ft -lbs
52.5% 100% 2
05-10-07
Completeness and accuracy of input m
Neg. Moment
-10,481 ft -lbs
52.7% 100% 5
22-09-00
be verified by anyone who would rely o
End Shear
3,151 lbs
34.1% 100% 2
01-00-12
output as evidence of suitability for
Cont. Shear
4,461 lbs
0 o
48.4% 100 /0 4
12-04-00
particular application. Output here base
on building code -accepted design
Total Load Defl.
L/373 (0.419')
64.4% n/a 2
06-04-03
properties and analysis methods.
Live Load Defl.
0487 (0.321 ")
74% n/a 7
06-04-11
Installation of BOISE engineered wood
Total Neg. Defl.
U-715 (-0.159")
33.6% n/a 2
18-00-00
products must be in accordance with
Max Defl.
0.419"
41.9% n/a 2
06-04-03
cent Installation Guide and applicabl
building codes. To obtain Installation G
Span / Depth
16.9
n/a n/a 0
00-00-00
or ask questions, please call
(800)232-0788 before installation.
% Allow % Allow
Bearing Supports
Dim. (L x W)
Value Support !-MenTher
Material
BC CALC®, BC FRAMER®, AJST"'
BO Post
3-1/2" x 3-1/2"
o
3,845 lbs n/a 41.9%
ns p
Unspecified
ALLJOISTO , BC RIM BOARDT" BCI(9
B1 Post
3-1/2" x 3-1/2"
8,951 lbs n/a 97.4%
Unspecified
BOISE GLULAMTSIMPLE FRAMINC
SYSTEM®, VERSA -LAM®, VERSA -R
B2 Post
3-1/2" x 3-1/2"
8,951 lbs n/a 97.4%
Unspecified
PLUS®, VERSA -RIM®,
B3 Post
3-1/2" x 3-1/2"
3,845 lbs n/a 41.9%
Unspecifieds
VERSA -STRAND®, VERSA -STUD® ai
Cautionso�N
OF* 4tq
trademarks of Boise Cascade Wood
cts L.L.C.
Member is not fully supported at post B0. A connector is required at this bearing.'
y�
Member is not fully supported at post B1. A connector is required at this bearing.
R� DANIEL L.
Member is not fully supported at post B2. A connector is required at this bearing.
p GELINAS
Member is not fully supported at post B3. A connector is required at this bearing.
0 STRUCTURAL
to
Id
t4o.33994
Notes
Design meets Code minimum (0240) Total load deflection criteria.
Design meets Code minimum (0360) Live load deflection criteria.
Design meets arbitrary (1") Maximum total load deflection criteria.
Calculations assume member is fully laterally braced.
Design based on Dry Service Condition.
Job 13046
Apr 15, 2013
Paae 1 of 2
>r ®Boise Cascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 3100 SP DesignsXAE
Dry 13 spans I No cantilevers 10/12 slope Monday, April 15, 2
BC CALC® Design Report - US 16-00-00 OCS
Build 2258 File Name: re 13046.bcc
Job Name: Steve Smolak Description: Designs\AB-1
Address: Turnpike St. Specifier:
City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB
Customer: Company: Gelinas Structural Engineering LLC
Code reports: ESR -1040 Misc:
Connection Diagram
�b
a
o � o
c
e o 0 0
a minimum = 2" c = 4-114"
b minimum = 3" d = 12"
e minimum = 3"
Calculated Side Load = 320.0 Ib/ft
Nailing schedule applies to both sides of the member.
Connectors are: 16d Sinker Nails
Paae 2 of 2
Disclosure
Completeness and accuracy of input m
be verified by anyone who would rely o
output as evidence of suitability for
particular application. Output here base
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicabl
building codes. To obtain Installation G
or ask questions, please call
(800)232-0788 before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOISTO , BC RIM BOARD-, BCIC
BOISE GLULAM-, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -R
PLUS®, VERSA -RIM®,
VERSA -STRAND®, VERSA -STUD® ai
trademarks of Boise Cascade Wood
Products L.L.C.
(09M Xed) 9£ti9•99V816 OU04d
8£L L-29610 VVI 'AingsyeS
'PAIS PU3 41JON `d6L9 'VN laAOpuV gljoN o
.3 d `sBul ft •1 IGIUBa 6 6 $ W
V N V
104 O 'C °.2
N C
y NI bN �ii
ed x
Q.
4o
eq
TZ
-� t«. CON ° •p
AR
@) 7t
A
I � ?
I !
c�
� b
A °
�Pon"eq
Zo
on = ^ o
s U,
• AI � i ^ •� C L e� (��ol
NC ° ice► @J
!moi �p a� 0O
ev et � c
a, `.v� �z
H ,a
a�
v ..
� a
x
O
M �
C •� N
x •�
Z U 1= a
Boise Cascade Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP
BC CALC® Design Report - US
Build 2258
Job Name: Steve Smolak
Address: Turnpike St.
City, State, Zip: N.Andover, MA 01845
Customer:
Code reports: ESR -1040
BO
Dry 11 span I No cantilevers 10112 slope
01-04-00 OCS
DesignslF13-2
Monday, April 15, 2013
File Name: re 13046.bcc
Description: Designs\FB-2
Specifier:
Designer: Dan L. Gelinas M.S., PE, SECB
Company: Gelinas Structural Engineering LLC
Misc:
09-06-00
Total Horizontal Product Length = 09-06-00
Reaction Summary (Down / Uplift) (Ibs )
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 253/0 1,477/0
B1, 3-1/2" 253/0 1,477/0
B1
Garage Portal Shear Wall
Page 1 of 2
Job 13046
Apr 15, 2013
BC CALC®, BC FRAMER®, AJS-,
CautionsALLJOISTO
Live
Dead
Snow Wind Roof Live ocs
Load Summary
PLUS®, VERSA -RIM®,
VERSA -STRAND®, VERSA -STUD® are
Notes
trademarks of Boise Cascade Wood
Tag Description
Load Type
Ref. Start
End 100%
90%
115% 160% 125%
1 Standard Load
Unf. Area (Ib/ft"2)
L 00-00-00
09-06-00 40
10
01-04-00
2
Unf. Lin. (Ib/ft)
L 00-00-00
09-06-00 0
280
n/a
Controls Summary
Value
%Allowable Duration Case
Location
Disclosure
Pos. Moment
3,722 ft -lbs
11.7%
100% 1
04-09-00
Completeness and accuracy of input must
End Shear
1,263 lbs
10.7%
100% 1
01-03-06
be verified by anyone who would rely on
Total Load Defl.
U2,903 (0.037')
8.3%
n/a 1
04-09-00
output as evidence of suitability for
Live Load Defl.
U19,823 (0.005') 1.8%
n/a 2
04-09-00
particular application. Output here based
on building code -accepted design
Max Defl.
0.037"
3.7%
n/a 1
04-09-00
properties and analysis methods.
Span / Depth
9.1
n/a
n/a 0
00-00-00
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 3-1/2"
1,730 lbs
n/a 18.8%
Unspecified
or ask questions, please call
(800)232-0788 before installation.
B1 Post
3-1/2" x 3-1/2"
1,730 lbs
n/a 18.8%
Unspecified
Garage Portal Shear Wall
Page 1 of 2
Job 13046
Apr 15, 2013
BC CALC®, BC FRAMER®, AJS-,
CautionsALLJOISTO
, BC RIM BOARDTM, BCI®,
Member is not fully supported at post BO. A connector is required at this bearing.
BOISE GLULAMTM" SIMPLE FRAMING
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 Wood
k2mXu1s L.L.C.
Design meets Code minimum (U240) Total load deflection criteria.
OF q
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1') Maximum total load deflection criteria.
O�
Calculations assume member is fully laterally braced.
�� DANIEL L.
Design based on Dry Service Condition.
o�EL►NAS
U STRUCTURAL
Nal 33994
Garage Portal Shear Wall
Page 1 of 2
Job 13046
Apr 15, 2013
Boise Cascade Tri pie 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP DesignsT13-2
Dry 11 span I No cantilevers 10/12 slope Monday, April 15, 2013
BC CALC® Design Report - US 01-04-00 OCS
Build 2258
File Name:
re 13046.bcc
Job Name: Steve Smolak
Description:
Designs\FB-2
Address: Turnpike St.
Specifier:
City, State, Zip: N.Andover, MA 01845
Designer:
Dan L. Gelinas M.S., PE, SECB
Customer:
Company:
Gelinas Structural Engineering LLC
Code reports: ESR -1040
Misc:
Connection Diagram
Disclosure
b
d
Completeness and accuracy of input must
be verified by anyone who would rely on
a
a
o T o
output as evidence of suitability for
particular application. Output here based
C
on building code -accepted design
properties and analysis methods.
• •
Installation of BOISE engineered wood
e
0 ° °
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
a minimum = 2" c = 6-7/8"
or ask questions, please call
(800)232-0788 before installation.
b minimum = 3" d = 24"
e minimum = 3"
Nailing schedule applies to both sides of the member.
Member has no side loads.
Connectors are: 16d Sinker Nails
Page 2 of 2
BC CALC®, BC FRAMER®, AJSTm,
ALLJOISTO , BC RIM BOARDT-, BCI®,
BOISE GLULAMTM, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRAND®, VERSA -STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.
AIN 1;^
AI Boise Cascade Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP
W
BC CALC® Design Report - US
Build 2258
Job Name: Steve Smolak
Address: Turnpike St.
City, State, Zip: N.Andover, MA 01845
Customer:
Code reports: ESR -1040
Dry 12 spans I No cantilevers 10/12 slope
16-00-00 OCS
DesignslS13-1
Monday, April 15, 2013
File Name: re 13046.bcc
Description: Designs\SB-1
Specifier:
Designer: Dan L. Gelinas M.S., PE, SECB
Company: Gelinas Structural Engineering LLC
Misc:
Controls Summary
Value
%Allowable Duration Case
Location
Pos. Moment
OF
38.6%
100%
2
05-08-11
Neg. Moment
-13,921 ft -lbs
43.6%
100%
1
13-03-00
End Shear
3,629 lbs
—
13-03-00
_
B1
_
09 -os Arno,;994
BO
100%
1
12-00-06
Uplift
B2
n/a
0%
Total Horizontal Product Length =
gt 23-00-00
23-00-00
Total Load Defl.
Reaction Summary (Down / Uplift) (lbs)
34.8%
n/a
2
06-02-15
Bearing
Live
Dead
Snow
Wind
Ru ��IdAL 1
BO, 3-1/2"
3,712/235
964/0
n/a
2
16-11-05
B1, 5-1/2"
9,195/0
2,551/0
n/a
2
06-02-15
B2, 3-1/2"
2,872 / 823,
568/0
n/a
0
00-00-00
% Allow
% Allow
Job 130.46
Bearing Supports
Dim. (L x W)
Value
Live
Dead
Snow(zdl 9tp,2 0&3 OCs
Load Summary
3-1/2" x 3-1/2"
4,676 lbs
n/a
50.9%
Unspecified
Tag Description
Load Type
Ref. Start
End 100%
90%
115% 160% 125%
1 Standard Load
Unf. Area (Iblft"2)
L 00-00-00
23-00-00 40
10
16-00-00
Controls Summary
Value
%Allowable Duration Case
Location
Pos. Moment
12,323 ft -lbs
38.6%
100%
2
05-08-11
Neg. Moment
-13,921 ft -lbs
43.6%
100%
1
13-03-00
End Shear
3,629 lbs
30.6%
100%
2
01-03-06
Cont. Shear
5,395 lbs
45.5%
100%
1
12-00-06
Uplift
-255 lbs
n/a
0%
2
23-00-00
Total Load Defl.
U689 (0.227")
34.8%
n/a
2
06-02-15
Live Load Defl.
0841 (0.186')
42.8%
n/a
5
06-03-09
Total Neg. Defl.
U-2,156 (-0.053")
11.1%
n/a
2
16-11-05
Max Defl.
0.227"
22.7%
n/a
2
06-02-15
Span / Depth
13.2
n/a
n/a
0
00-00-00
% Allow
% Allow
Bearing Supports
Dim. (L x W)
Value
Support
Member
Material
BO Post
3-1/2" x 3-1/2"
4,676 lbs
n/a
50.9%
Unspecified
B1 Post
5-1/2" x 5-1/4"
11,746 lbs
n/a
54.2%
Unspecified
B2 Post
3-1/2" x 3-1/2"
3,440 lbs
n/a
37.4%
Unspecified
Cautions
Uplift of -255 Ibs found at span 2 - Right.
Member is not fully supported at post BO. A connector is required at this bearing.
Member is not fully supported at post B2. A connector is required at this bearing.
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1') Maximum total load deflection criteria.
Calculations assume member is fully laterally braced.
Design based on Dry Service Condition.
Page 1 of 2
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
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
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(800)232-0788 before installation.
BC CALC®, BC FRAMER®, AJSTm,
ALLJOISTO , BC RIM BOARD-, BCI®,
BOISE GLULAMT"', SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -SS k: '�`;�``�SA-STUD® are
trader!m„ �s,ii�3a�se F Wood
DANIEL L.
Gi LiNAS
STRUCTURAL
No 33994
Job 13046
Apr 15, 2013
®Bol eCascade Triple 1-3/4" x 11-7/8" VERSA-LAM(g) 2.0 3100 SP DesignslSB-1
Dry 12 spans I No cantilevers 10/12 slope Monday, April 15, 2013
BC CALC® Design Report - US 16-00-00 OCS
Build 2258
File Name:
re 13046.bcc
Job Name: Steve Smolak
Description:
Designs\SB-1
Address: Turnpike St.
Specifier:
City, State, Zip: N.Andover, MA 01845
Designer:
Dan L. Gelinas M.S., PE, SECB
Customer:
Company:
Gelinas Structural Engineering LLC
Code reports: ESR -1040
Misc:
Connection Diagram
Disclosure
b
d
Completeness and accuracy of input must
L
a
be verified by anyone who would rely on
. •
o o
output as evidence of suitability for
particular application. Output here based
C
on building code -accepted design
properties and analysis methods.
• •
Installation of BOISE engineered wood
e
o 0 o
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
a minimum = 2" c = 6-7/8"
or ask questions, please call
(800)232-0788 before installation.
b minimum = 3" d = 12"
e minimum = 3"
Calculated Side Load = 400.0 Ib/ft
Nailing schedule applies to both sides of the member.
Connectors are: 16d Common Nails
Page 2 of 2
BC CALC®, BC FRAMER®, AJS-,
ALLJOISTO , BC RIM BOARDTM, BCI®,
BOISE GLULAMTM, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRAND®, VERSA -STUD® are
trademarks of Boise Cascade Wood
Products L.L.C.
k
b
Bdise�,':ascade
BC CALCO Design Report - US
Build 2258
Job Name: Steve Smolak
Address: Turnpike St.
City, State, Zip: N.Andover, MA 01845
Customer:
Code reports: SPIB
Quadruple 2 x 12 SP #2
Dry 16 spans 1 No cantilevers 10/12 slope
13-00-00 OCS
DesignslFB-1
Monday, April 15, 2013
File Name: re 13046.bcc
Description: Designs\FB-1
Specifier:
Designer: Dan L. Gelinas M.S., PE, SECB
Company: Gelinas Structural Engineering LLC
Misc:
W 06-06-00 Id
B0 131
06-10-00
V 03-06-00 Ire 05-10-00 1) 06-08-00 IV 06-08-00 P
Case
Location
B2 B3 B4 65 B6
5,040 ft -lbs
52.2%
Total Horizontal Product Length = 36-00-00
Reaction Summary (Down
/ Uplift) ( lbs )
Neg. Moment
Bearing
Live
Dead Snow Wind Roof Live
BO, 3-1/2"
1,550/193
380/0
B1, 3-1/2"
4,048/0
1,110/0
B2, 3-1/2"
3,609/11
741/0
B3, 3-1/2"
3,406/306
595/0
B4, 3-1/2"
4,298/0
964/0
B5, 5-1/2"
7,673/0
1,982/0
B6, 3-1/2"
3,178/286
765/0
Live Dead Snow Wind Roof Live OCs
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (Ib/ft"2) L 00-00-00 36-00-00 40 10 13-00-00
2 Unf. Area (Ib/ft^2) L 26-00-00 36-00-00 40 10 13-00-00
Controls Summary
Value
%Allowable Duration
Case
Location
Pos. Moment
5,040 ft -lbs
52.2%
100%
3
33-00-01
Neg. Moment
-5,888 ft -lbs
61%
100%
8
29-04-00
End Shear
2,324 lbs
29.5%
100%
3
30-06-00
Cont. Shear
3,619 lbs
46%
100%
8
30-06-00
Total Load Defl.
02,268 (0.034")
10.6%
n/a
3
32-08-15
Live Load Defl.
02,698 (0.029")
13.3%
n/a
11
32-08-09
Total Neg. Defl.
U-6,492 (-0.012'1
3.7%
n/a
3
26-08-00
Max Defl.
0.034"
3.4%
n/a
3
32-08-15
Span / Depth
7.3
n/a
n/a
0
00-00-00
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
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
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(800)232-0788 before installation.
BC CALCO, BC FRAMER@ , AJST"
ALLJOISTO , BC RIM BOARD-, BCI®,
BOISE.GLULAMT'" SIMPLE FRAMING
VERSA -LAM®, VERSA -RIM
VERSA=a y7 N' -VERSA-STUD® are
trademarks o E• i-• -Cascade Wood
GEUNAS
STRUCTURAL
No33994
Job 130'46
Page 1 oft Apr 15, 2013
% Allow
% Allow
Bearing
Supports
Dim. (L x W)
Value
Support
Member
Material
BO
Post
3-1/2" x 6"
1,9301
n/a
16.3%
Unspecified
B1
Post
3-1/2" x 6"
5,158 lbs
n/a
43.5%
Unspecified
B2
Post
3-1/2" x 6"
4,351 lbs
n/a
36.7%
UnspedfiE-°%
B3
Post
3-1/2" x 6"
4,001 lbs
n/a
33.7%
Unspec,wyr'?
B4
Post
3-1/2" x 6"
5,262 lbs
n/a
44.3%
Unspei
B5
Post
5-1/2" x 6"
9,655 lbs
n/a
51.8%
Unspe
B6
Post
3-1/2"x.6"
3,943 lbs
n/a
33.2%
UnspcCfiEd
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
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
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(800)232-0788 before installation.
BC CALCO, BC FRAMER@ , AJST"
ALLJOISTO , BC RIM BOARD-, BCI®,
BOISE.GLULAMT'" SIMPLE FRAMING
VERSA -LAM®, VERSA -RIM
VERSA=a y7 N' -VERSA-STUD® are
trademarks o E• i-• -Cascade Wood
GEUNAS
STRUCTURAL
No33994
Job 130'46
Page 1 oft Apr 15, 2013
1:
®BolseCascade Quadruple 2 x 12 SP #2 DesignslFBA
Dry 16 spans I No cantilevers 10112 slope Monday, April 15, 2013
BC CALC® Design Report - US 13-00-00 OCS
Build 2258 File Name: re 13046.bcc
Job Name: Steve Smolak Description: Designs\FB-1
Address: Turnpike St. Specifier:
City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas
M.S., PE, SECB
Customer: Company: Gelinas Structural Engineering LLC
Code reports: SPIB Misc:
Notes
Disclosure
Design meets Code minimum (U240) Total load deflection criteria.
Completeness and accuracy of input must
Design meets Code minimum (U360) Live load deflection criteria.
be verified by anyone who would rely on
Design meets arbitrary (1') Maximum total load deflection criteria.
output as evidence of suitability for
particular application. Output here based
Calculations assume member is fully laterally braced.
on building code -accepted design
Design based on Dry Service Condition.
properties and analysis methods.
The analysis of solid sawn wood members is in accordance with the NDS and is limited to the
Installation of BOISE engineered wood
output shown above. All other support and design for these products, including but not
p pp g p g
products must be in accordance with
current Installation Guide and applicable
limited to notching, connections, installation, and engineer/architect certification is the
building codes. To obtain Installation Guide
responsibility of the project's design professional of record.
or ask questions, please call
(800)232-0788 before installation.
BC CALC®, BC FRAMER®, AJSTm,
ALLJOISTO , BC RIM BOARDiM, BCI®,
BOISE GLULAMT"', SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA-STRANDO, VERSA-STUDO are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
;.,...j
®Boise Cascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 3100 SP Designs\RBA
Dry 11 span I No cantilevers 10/12 slope Monday, April 15, 2013
BC CALC® Design Report - US 13-00-00 OCS
Build 2258
File Name: re 13046.bcc
Job Name: Steve Smolak
Description: Designs\RB-1
Address: Turnpike St.
Specifier:
City, State, Zip: N.Andover, MA 01845
Designer: Dan L. Gelinas M.S., PE, SECB
Customer:
Company: Gelinas Structural Engineering LLC
Code reports: ESR -1040
Misc:
�0
12
10-00-00 P
B1
Total Horizontal Product Length = 10-00-00
Reaction Summary (Down / Uplift) ( Ibs )
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 1,393/0 4,300/0
B1, 3-1/2" 1,393/0 4,300/0
Controls Summary
Value
Live Dead
Snow Wind Roof Live OCs
Load Summary
12,959 ft -lbs
56.6%
115%
Tag Description
Load Type
Ref. Start End 100% 90%
115% 160% 125%
1 Standard Load
Unf. Area (lb/ft^2)
L 00-00-00 10-00-00 15
50 13-00-00
2
Unf. Area (Ib/ft^2)
L 00-00-00 10-00-00 10
30 07-00-00
Controls Summary
Value
%Allowable Duration Case
Location
Pos. Moment
12,959 ft -lbs
56.6%
115%
4
05-00-00
End Shear
4,484 lbs
42.3%
115%
4
01-00-12
Total Load Defl.
U373 (0.307')
48.2%
n/a
4
05-00-00
Live Load Defl.
U494 (0.232")
48.5%
n/a
5
05-00-00
Max Defl.
0.307'
30.7%
n/a
4
05-00-00
Span / Depth
12.4
n/a
n/a
0
00-00-00
% Allow
% Allow
Bearing Supports
Dim. (L x W)
Value
Support
Member
Material
BO Post
3-1/2" x 5-1/4"
5,694 lbs
n/a
41.3%
Unspecified
B1 Post
3-1/2" x 5-1/4"
5,694 lbs
n/a
41.3%
Unspecified
Cautions
For roof members with slope (1 /4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow
surcharge load.
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
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
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(800)232-0788 before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOISTO , BC RIM BOARD-, BCI®,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRANDS, VERSA -STUD® are
tra('(PYAi r;,rWse Cascade Wood
Notes �A% �
Design meets Code minimum (0180) Total load deflection criteria. DANIEL L.
Design meets Code minimum (U240) Live load deflection criteria. o GELMAS
Design meets arbitrary (1") Maximum total load deflection criteria. U STRUCTURAL
Calculations assume member is fully laterally braced. No.33994
Design based on Dry Service Condition.
Job 13046
Page 1 oft Apr I5, 2013
®Boise Cascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 3100 SP DesignslRB-1
Dry 11 span I No cantilevers 10/12 slope Monday, April 15, 2013
BC CALC® Design Report - US 13-00-00 OCS
Build 2258
File Name:
re 13046.bcc
Job Name: Steve Smolak
Description: Designs\RB-1
Address: Turnpike St.
Specifier:
City, State, Zip: N.Andover, MA 01845
Designer:
Dan L. Gelinas M.S., PE, SECB
Customer:
Company:
Gelinas Structural Engineering LLC
Code reports: ESR -1040
Misc:
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
0 7 o
particular application. Output here based
c
on building code -accepted design
•
properties and analysis methods.
•
Installation of BOISE engineered wood
e
° ° °
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
a minimum = 2" c = 4-1/4"
or ask questions, please call
(800)232-0788 before installation.
b minimum = 3" d = 12"
e minimum = 3"
Calculated Side Load = 422.5 Ib/ft
Nailing schedule applies to both sides of the member.
Connectors are: 16d Common Nails
Page 2 of 2
BC CALC®, BC FRAMER®, AJSTM,
ALLJOISTO , BC RIM BOARDTm, BCI®,
BOISE GLULAMTm, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRAND®, VERSA -STUD® are
trademarks of Boise Cascade Wood
Products L.L.C.
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