HomeMy WebLinkAboutBuilding Permit #600-12 - 54 PHILLIPS COURT 2/14/2012 TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit NO: Date Received
Date Issued: � —/2___
IMPORTANT:Applicant must complete all items on this page
LOCATIO
Print
PROPERTY OWNER XO O c- -��T� � Unit#
Print
MAP NO: ?r PARCEL: 5�ZONING DISTRICT: Historic District yest
Machine Shop Village y 100 year-old structure y
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑ New Building ❑gne family
❑Addition P Two or more family ❑ Industrial
D A teration No. of units: ❑ Commercial
epair, replacement ❑Assessory Bldg ❑ Others:
❑ Demolition ❑ Other
0"SW
c :Well �s�<; .®Floodplain`"it ��V Hands Watershed Er,
�'1,Wate ,� '.; � '� r'- t��.,r} k a � ,�. } "k3��` `-'t�.�._�_,c•�r.�a �?:� -e�ets�..3xc. ,.icwr.a.-- �rarr� �s �w1 �S�� -Y.'v�� .t' .-.. ;_ �}1��_
DESCRIPTION OF WORK TO BE PERFORMED:
/I� �U � i�� ��e ,�d� c�?s�.,`r; ,pec c�w,►-� `��
(Identification Please Type or Print Clearly) +
OWNER: Name: tzaA .Sc4rueci,, Phone:
Address:
CONTRACTOR Name: oo r, Azr- i s l z j Phone: Gds —�3 j -11/63'
I Address:
Supervisor's Construction License: Exp. Date:
Home Improvement License: Exp. Date:
ARCHITECT/ENGINEER pcn �i 2 �,r�ccs Phone`.
Address: Reg. No.
FEE SCHEDULE.BULDING PERMIT.$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F.
Total Project Cost: $_ a�/ Civ FEE: $
Check No.: ! Receipt No.: ® �
NOTE: Persons contracting w' unregistere ractors do not have access to the guaranty fund
i
t
,,mature of�contractor .f . _ �` _, j
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
o Photo Copy of H.I.C. And/Or C.S.L. Licenses
o Copy of Contract
❑ Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition or Decks
o Building Permit Application
❑ Certified Surveyed.Plot Plan
❑ Workers Comp Affidavit
o 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)
)
o Mass check Energy Compliance liance Re ort If Applicable)
o Engineering Affidavits for Engineered products
[COTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg g p p g Permlf
New Construction (Single and Two Family)
❑ Building Permit Application
o 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 SewerPools ❑
❑' Tanning/MassageBodyArt ❑ Swimming
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
COMMENTS
HEALTH Reviewed on Signature
COMMENTS
Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
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 1
COMMENTS
Dimension
Number of Stories:_Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
( DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 21A—F and G min.$10041000 fine
NOTES and DATA— For department use
® Notified for pickup Date
Doc:.Building Permit Revised 2011 June/mi
Location'o 0,11,/"QS
No. Date
• ' ' TOWN OF NORTH ANDOVER
• �yrtx>>r;v rrrq�-
. - Certificate of Occupancy $
i' Building/Frame Permit Fee
Foundation Permit Fee $ �;
Other Permit Fee
TOTAL $
�.t
Check
Jk
25023 Building Inspector
T
F}e
NORTH
Town
of �� ::.:, : �• _.��.-. . Andover .,. .
1►`( (ONo , '� dover, Mass., '
T Q - LAKE
COCHICMEWICK
A0RgrE0
`S BOARD OF HEALTH
Food/Kitchen
PERMIT T %j D Septic System
BUILDING INSPECTOR
THIS CERTIFIES THAT .......................................
............................... .. Foundation
has permission to erect.............:.......................... buildings on ............ ......... ....... � ........ ............. Rough
to be occupied as...... .................... ..... 1�. .. ` • Chimney
p V. ...............................��i. ......................................................:..
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
UNLESS CONSTRUCTI T S ELECTRICAL INSPECTOR
Rough
Service
BUILD OR
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,
Sheet No.
SEE REVERSE SORE Smoke Det.
The Commonwealth ofMassachusetts
.Department oflnd'ustrial Accidents
Office of.Mvestigationg
600 Washington Street
U
Boston,MA 021-1.1
www mass gov/dia
Workers' Compensation Insurance Affidavit:Builders/Contractors!Electricians/PIumbers
App licant Information
. �.'leasePrint Le ibl
Name(Business/Organization/fndividual):
Address:
.City/State/Zip:_/�, Z rM�] 01�y 5� Phone#: -
E
an employer?Check the appropriate box:
a employer er with 4. Type of project(required):
P Y ❑I am a general contractor and I
employees full 6.
( and/or part-time). have hired the sub-contractors El Now construction
a sole proprietor p p or or partner- fisted on the attached sheet.$ 7• E]Remodeling
and have no employees These sub-contractors have 8. ❑Demblition
ing for me in any capacity. workers'
p tY comp. '
insurance. g, El Building addition
workers'comp.insurance 5. ❑ We are a corporation and its
ired.] officers have exercised their 10.❑Electrical repairs or additions
a homeowner doing all work right of exemption per M(3L 11.[]Plumbingrepairs or additions
lf.[No workers'comp. c.152, §1(4),andwehave no
ance required.]r em to ees. 12•[]Roofrepairs
P Y [No workers'comp,insurancerequired.] 13.0 Other
!Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
7 Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
#Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy infoation.
rm
lam an employer that is providing workers'compensation insurance for
information. my employees Belo w is the policy anct job site
Insurance Company Name:
I
Policy#or Self-ins.Lic.#:
Expiration Date:
Job Site Address: ,
City/State/Zip:
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of VIGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
Of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
fP J jY
Ido hereby certify under tliepai a dpenatties o er'u tJ'zatt/ze infornzafionprovidertabove is true anticorrec�
Signature- 4 dGl L
Bate:
'hone#:
OffZcial use only. Do not write in this area,to be completed by cify or town official.
City or Town: Permit/License#
Issuing Authority(circle one): ,
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector- 5.PIumbing Inspector
6.Other - -
Contact Person:
' Phone#:
Information and Instructions
Massachusetts General Laws chapter qui
. ha 152 requires p . res all employers to provide workers'compensation for their employees.
Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,
express or implied,oral or written."
An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
ofthe foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the
receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the
owner of a dwelling house having not more than three apartinents and who resides therein,or the occupant of the
dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shallnot because of such employment be d,eemed to be an employer."
MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall''Withhold the issuance'or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers',compensation affidavit completely,by checking the boxes that apply to your situation and,if
necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates)of
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the
members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have
employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial
Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the application for the permit or license is being requested,not the Department of
Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy;please call the Department at the number listed below. -Self-insured companies should enter their
,self-insurance license number on the appropriate line.
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant
that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current
Policy information(ifnecessary)and under"Job Site Address"the applicant should write"all locations in Jcity or
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each
year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i.e.a dog license or permit to bum leaves etc.)said person is NOTrequired to complete this affidavit.
The Office of.Investigations would like to thank you in advance for your cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address,telephone and fax number:
The CO-Mmonwealfla of 1�assacilusetts
Department of Industrial Accidents
Office Of Tnvestjgatjons
600 Washington Street
Boston;M-&02111
Tel.#617.727-4900 ext 4406 ox 1-877 MASS.AFE _.
Revised 5 26-05 Fax#617-727-774.9
w.mass.gov/dia
F µ°RTN TOWN OF NORTH ANDOVER
Q tt�eo +
0� b s"' ° OFFICE OF
BUILDING DEPARTMENT
.1600 Osgood Street Building 20, Suite 2-36
fy�Ssgc►+us��h North Andover,Massachusetts 01845
Gerald A.Brown Telephone(978)688-9545
Inspector of Buildings Fax (978)688-9542
HOMEOWNER LICENSE EXEMPTION
BUIDING PERNHT APPLICATION
Please Rn
DATE:
JOB LOCATION: J-C � `� r
Number Street Address Map/Lot
HOMEOWNER I el cjv--
ame Home Phone Work Phone
PRESENT MAILING ADDRESS '
Cit;Town c+arP. Zip Code
V ww
The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less and
to allow such homeovTers to engage an individual for hire who does not possess a license,provided that the owner
acts as supervisor). State Building (Code Section 108.3.5.1)
DEFINITION OF HOMEOWNER
Person(s)who Awns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to
be,a one or two family structures. A person who constructs more that one home in a two-year period shall not be
considered a homeowner.
The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other
Applicable codes,by-laws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department
minimum inspection procedures and requirements and that he/she comply with said procedures and
requirements.
HOMEOWNERS SIGNATURE
APPROVAL OF BUILDING OFFICIAL
Revised 7"2009
Form Homeowners Exemption
BOARD OF APPEALS 688-9541 CONSERVATION 688-9530r
HEALTH 688-9540 PLANNING 688-9535
NoRTfj
Town of
No.
� o , dover, Mass., ta ILI ,
T 0 -- LAKE w=_
Ap COCHICHEWICK
7� 0RATED P' �S
BOARD OF HEALTH
Food/Kitchen
PERMIT T U Septic System
BUILDING INSPECTOR
THISCERTIFIES THAT...........:`...... W...................................................................... ..e..... .......................................... Foundation
has permission to erect.............:.......................... buildings on ........� .......40. ............. Rough
Chimney
to be occupied as...... .................... ........� .........1 .... �. ... y
....................................
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 CONSTRUCTIQ11731T S
Rough
........... ............ ..................... Service
BUILDOR
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.
(lop
Boise Cascade Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam1B21 3- 18
BC CALC®3.0 Design Report- US 1 span No cantilevers 10/12 slope Monday, February 13, 2012
Build 440
File Name: BC 12022.BCC
Job Name: Ryan Schruender Description: B21 3- 18
Address: 55 Phillips St Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State, Zip: North Andover, MA 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]
5
4
3 i
2
Y
r
- �?�._, _ ���may...s. � �r`.s•:
19-07-uu 4"
LL 2,938 lbs B1,4"
DL 4,373 lbs LL 2,938 lbs
SL 8,323 lbs DL 4,373 lbs
SL 8,323 fbs
Total Horizontal Product Length=19-07-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 hi roof Unf.Area(pso L 00-00-00 19-07-00 15 50 15-00-00
2 attic Unf.Area (psf) L 00-00-00 19-07-00 10 10 08-00-00
3 wall Unf.Area(psf) L 00-00-00 19-07-00 20 10 08-00-00
4 floor Unf.Area (psf) L 00-00-00 19-07-00 40 10 01-06-00
5 to roof Unf. Area(psf) L 00-00-00 19-07-00 10 50 02-00-00
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 72,363 ft-lbs 89.9% 115% 2 1 - Internal Completeness and accuracy of input must
End Shear 12,706 lbs 61.5% 115% 2 1 -Left be verified by anyone who would rely on
Total Load Defl. 0247 (0.925") 97.2% 2 1 output as evidence of suitability for
particular application.Output here based
Live Load Defl. Ll343 (0.667") 105.0% Z
Max Defl. 0.925" o on building code-accepted design
92.5/° 2 1 properties and analysis methods.
Span/Depth 12.7 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
800)232-0788 before installation.
BO Post 4'x 5-1/4" 15,633 lbs n/a 99.3% Unspecified ( ask questions,please call
61 Post 4"x 5-114" 15,fi33 lbs n/a 99.3% Unspecified (8
BC CALC®,BC FRAMER®,AJSTM',
Cautions ALLJOISTO,BC RIM BOARD-,BCI®,
Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. SYOSTEM® ERSASLAM®v R AiNG-RIM
PLUS®,VERSA-RIM®,
Notes VERSA-STRANDS,VERSA-STUD®are
Design meets Code minimum (U240)Total load deflection criteria. trademarks of Boise Cascade,L.L.C.
Design meets arbitrary(111) Maximum load deflection criteria.
Fastener Manufacturer: Simpson Strong-Tie, Inc.
User Notes
membe deflection is ok as is for 5%overage at these conservative loads
Page 1 of 2
'(�j►)Boise Cascade
�-�-/ Triple 1-3/4" x 18n VERSA-LAM® 2.0 3100 SP Floor Beam1B21 3- 18
BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope
Build 440 Monday, February 13, 2012
Job Name: Ryan Schruender File Name: BC 12022.BCCDescription: B21 3- 18
Address: 55 Phillips St Specifier: Dan L Gelinas PE danlgelinas@comcast.net
City, State, Zip: North Andover, MA 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
a 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
le current Installation Guide and applicable
building codes.To obtain Installation Guide
a minimum= 1-1/2%= 15" or ask questions,please call
b minimum=4" d=24" (800)232-0788 before installation.
e minimum= 1" BC CALC®,BC FRAMER®,AJSTm,
Install screws from both sides, staggering screws by'/of the spacing to avoid splitting. ALLJOISTO,BC RIM BOARD- BCI®,
BOISE GLULAM- SIMPLE FRAMING
Member has no side loads. SYSTEM®,VERSA-LAMQ1,VERSA-RIM
Connectors are: SDS 1/4 x 3-Yf2- 7 PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade,L.L.C.
-501 s 56
711-4 6Vvt-
t
Page 2 of 21�0 M
®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam11322
BC CALC®3.0 Design Report- US 1 span ( No cantilevers 10/12 slope Monday, February 13, 2012
Build 440
File Name: BC 12022.13CC
Job Name: Ryan Schruender Description: B22
Address: 55 Phillips St Specifier: Dan L Gelinas PE danigelinas@comcast.net
City, State, Zip. North Andover, MA 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]
a a w ♦ s h � r s r w w w w ♦ r w w w r r r r w dr w
BO
LL 2,240 lbs
81
DL 938 lbs LL 2,240 lbs
DL 938 lbs
Total of Horizontal Design Spans= 14-00-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 Standard Load Unf. Area(psf) L 00-00-00 14-00-00 40 15 08-00-00
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 11,124 ft-lbs 53.1% 100% 1 1 -Internal Completeness and accuracy of input must
End Shear 2,786 lbs 29.4% 100%. 1 1 -Left be verified by anyone who would rely on
Total Load Defl. U321 (0.523") 74.7% 1 1 output as evidence of suitability for
1 1 particular application.Output here based
Live Load Defl. 0456(0.369") 79.0%
Max Defl. 0.523" 62.3% building code-accepted design
52.3% 1 1 properties and analysis methods.
Span/Depth 17.7 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
buildinDesign meets Code minimum (U240)Total load deflection criteria. or ask quest ons,please alcodes.To obtain jtallation Guide
Design meets Code minimum (0360)Live load deflection criteria. (800)232-0788 before installation.
Design meets arbitrary(1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTm,
Minimum bearing length for 131 is 1-1/2". ALLJOISTO,BC RIM BOARDT'" BCI®,
BOISE GLULAMT"' SIMPLE FRAMING
Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + SYSTEM®,VERSA-LAM®,VERSA-RIM
1/2 intermediate bearing PLUS®,VERSA-RIM®,
Fastener Manufacturer: Simpson Strong-Tie, Inc. VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade,L.L.C.
Connection Diagram
b -- d
a
C
e
a minimum = 1-1/2%=6-1/2"
b minimum=4" d =24"
e minimum= v
Install screws from both sides, staggering screws by 1/2 of the spacing to avoid splitting. ] 2
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 BeamlWall Header LVL
BC CALC®3.0 Design Report- US 1 span I No cantilevers 10/12 slope Monday, February 13, 2012
Build 440
File Name: BC 12022.BCC
Job Name: Ryan Schruender Description: Wall Header LVL
Address: 55 Phillips St Specifier: Dan L Gelinas PE danigelinas@comcast.net
City, State, Zip: North Andover, MA 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]
rc
03-06-00
B0,3-1/2"
LL 1,469 lbs B1,3-1/2"
DL 2,203 lbs LL 1,468 lbs
SL 4,162 lbs DL 2,203 lbs
SL 4,161 lbs
Total Horizontal Product Length=03-06-00
Load Summary Live Dead Snow Wind Roof Live Trib.(in.)
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 Reaction from Designs\B21 3...Conc. Pt. (Ibs) L 01-09-00 01-09-00 2,937 4,373 8,323 n/a
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 11,807 ft-lbs 73.6% 115% 2 1 - Internal Completeness and accuracy of input must
End Shear 7,823 lbs 107.7% 115% 2 1 -Left be verified by anyone who would rely on
Total Load Defl. U1,151 (0.032") 20.8% 2 1 output as evidence of suitability for
Live Load Defl. 01,600 (0.023") 22.5% 2 1 particular application.Output here based
Max Defl. 0.032" ° on building code-accepted design
3.2/0 2 1 properties and analysis methods.
Span/Depth 3.8 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
80 Post 3-1/2"x 3-1/2" 7,833 lbs n/a 85.3/o ask questions,please call
° Unspecified p (8(800)232-0788 before installation.
81 Post 3-1/2"x 3-1/2" 7,833 lbs n/a 85.3% Unspecified
BC CALC®,BC FRAMER®,AJS'*'
Cautions ALUOISTO,BC RIM BOARDT"' BCIO,
GLULAMrmFRAMING
Member has insufficient End Shear resistance to carry the Toads. SYOSTEM® ERSASLAM®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 Code minimum (U360) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Fastener Manufacturer: Simpson Strong-Tie, Inc.
User Notes
member is acceptable as is for this small 8%overage in shear for these conservative loads
bearing acceptable, bending acceptable, deflection nill
Page 1 of 2
®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlWall Header LVL
BC CALC@ 3.0 Design Report-US 1 span No cantilevers 10/12 slope Monday, February 13,2012
Build 440
File Name: BC 12022.BCC
Job Name: Ryan Schruender Description: Wall Header LVL
Address: 55 Phillips St Specifier: Dan L Gelinas PE danigelinas@comcast.net
City, State, Zip: North Andover, MA 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
b Disclosure
�I
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"c=6-1/2" or ask questions,please call
b minimum=4" d=24" (800)232-0788 before installation.
e minimum= 1" BC CALC®,BC FRAMER®,AJS-,
ALLJOConnection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLUSTO, M RIM SIMPLE
FRBOARDA BCIG,
BOISE GLULAMT"' SIMPLE FRAMING
point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM@,VERSA-RIM
Install Screws with screw heads in the loaded ply. PLUS@,VERSA-RIM@,
Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are
Concentrated loads are not considered in side load analysis. trademarks of Boise Cascade,L.L.C.
Connectors are: SDS 1/4 x 3-1/2
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