HomeMy WebLinkAboutBuilding Permit #759 - 228 PLEASANT STREET 4/29/2012TYPE OF IMPROVEMENT
pioNew Building
❑ Addition
❑ Alteration
❑ Repair, replacement
❑ Demolition
PROPOSED USE
Residential
WOne family
❑ Two or more family,
No. of units:
❑ Assessory Bldg
❑ Other
Non- Residential
❑ Industrial
Q Commercial
❑ Others:
ORTFi\
�� Sf.. ::1r. •.y. �t
❑ 5epttc ❑ 1rVell fl Floodplamry II`Wetlat�ds ❑ Watershetl u�stncr
DESCRIPTION OF WORK TO BE PREFORMED:
Com' v-11, f GD(rc.�C..
oti
Identification Please Type or Print Clearly)
OWNER: Name: dare tb �fa�nt Phone: 9?�'- �S�`_S�2�f
Address: 22 Cil`-r^S A- S
..."
Ph
CONTP•AGTQR NarneK.�auG'�"
one
Address "z�
r
Supervisor's Construction L1cei�e r D 1 `
Exp x Date3
ARCHITECT/ENGINEER Phone:
Address: Reg. No.
FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
7S
Total Project Cost: $ 2.%. 8 -9r FEE: $
Check No.:Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to trantyfuzd =
Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
TYPE OF SEWERAGE DISPOSAL
Public Sewer ❑
Tanning/Massage/Body Art ❑
Swimming Pools ❑
Well ❑
Tobacco Sales ❑
Food Packaging/Sales ❑
Private (septic tank, etc. ❑
Permanent Dumpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED
PLANNING 8EVELOPMENT ❑
NTS
DATE APPROVED
El
DATE REJECTED DATE PPROVED
CONSERVATION El -E]
II I
l 2
COMMENTS /OBLve �QJ-6
DATE REJECTED
HEALTH
COMMENTS
DATE APPROVED
El
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/ Snature Date Driveway Permit
Located at 384 Osgood Street
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.$100-$1000 fine
NOTES and DATA - (For denartment uspl
Doc.Building Permit Revised 2007
LI ,M
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❑ Notified for pickup - Date
_.._.—._ ... _.........................--...._..__...._..__...
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Doc.Building Permit Revised 2007
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract -
L3 Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified Surveyed Plot Plan
o Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
o 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)
o Building Permit Application
m Certified Proposed Plot Plan
fy, 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)
a Copy of Contract
o Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
Doc: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2007
Location /G`sf 7,47—
No.- -75fDate
s
Check #
25220
TOWN OF NORTH ANDOVER
Certificate of Occupancy $
Building/Frame Permit Fee $�
Foundation Permit Fee $_I.
Other Permit Fee $
TOTAL $ti_
Building Inspector
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The Commonwealth of Massachusetts
Department oflndustriglAccidents
Office of Investigations
600 Washington Street
Boston, MA 02111
www.massgov1dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): -54-1-4 1.4 4� V n �-e o. G 1-a r S .
Address: 3 q New ii., RJ *ntg!
civ/state/zip: 4 m G s 6%j M /1A 01413 Phone #:—q-7 9 % G 76 3
Are you an employer? Check the appropriate box:
Type of project (required):
1.k? I am a employer with %
4. ❑ I am a general contractor and I
6. ❑ New construction
employees (full and/orpart-time)."
2. ❑ I am a sole proprietor or partner-
have hired the sub -contractors
listed on the attached sheet.
7• ❑ Remodeling
ship and'have no employees
These sub -contractors have
8. ❑ Demolition
workingfor me in an capacity.
Y p ty
workers' comp. insurance.
'
9. El Building addition
[No workers' comp. insurance
5. ❑ We are a corporation and its
10.❑ Electrical repairs or additions
required.]
3. ❑ I am a homeowner doing all work
officers have exercised their
right of exemption per MGL
11.❑ Plumbing repairs or additions
myself. [No workers' comp.
c. 152, § 1(4), and we have no
12. ❑ Roof repairs
insurance required.]
employees. [No workers'
13. ❑ Other
comp. insurance required.]
'Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information.
I Homeowners who submit this affidavit indicating they Aire doing all work and then hire outside contractors must submit anew affidavit indicating such.
tContractors that checkthis box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information.
I am an employer that is providing workers' compensation insurance for my employees Below is the policy and job site
information.
Insurance Company Name:. GG t`Gv
Policy # or Self -ins. Lic. #: �2 C2 Z V 0 - tf7q/ P6 Z -S-1 ( Expiration Date: 7- ] Z-• Z
Job Site Address: 2'7- g 'E- City/State/Zip: N • 4 ,,Joy tt"
Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date).
Failure to secure coverage as requiredunder Section 25A of MGL 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.
I do hereby certio u pains andpenalt�V ofp e information provided above is true and correct.
Phone#: 1� 971- 927-67G7
Official use only. Do not write in this area, to be completed by city or town official.
City or Town:
Permit/License #
4//7/t
Issuing Authority (circle one):
1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector
6. Other - - -
Contact Person:
Phone #:
Inform.ati®n and Instructi®ns
Massachusetts General Laws chapter 152 requires 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 ofhire,.
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
of the 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 apartments 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 shall not because of such employment be deemed 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 certificate(s) 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 fox 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 (city 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. A new affidavit must be filled out each
year. Where a home owner or citizen is obtaining a license or pen iit not related to any business or commercial venture
(i.e. a dog license or permit to burn leaves etc.) said person is NOT xequired 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:
Tho Gommonweajth of Massa.,rhusetts
Depaftent of lndustziai ,A.cczdonts
Office ofInvestigations
600 WasWwoa Street
Boston, MA, 02111
Tel, # 61.7-727-4900 ,at 406 or 1.-877:,MA.SSAFr
Revised 5-26-05 Fax # 617,727-7749
wwwanass.gov/dia
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Massachusetts - Department of Public Safct.
Bo:u•d of Buildin., Rc+4ulations and Standards
Construction Supervisor License
License: CS 104719
JOEL OUELLET
39 NEWTON RD
AMESBURY, MA 01913
Expiration: 5/6/2014
t nnroi.�i mcg Tr=: 104719
The'Co.mrnonwealth of Massachusetts
Department of Fire Services
Office of the State. Fire Marshal.
o P, O. Box.I025 State. Road, Stoiv_ MA 01775
'APPLICATION FOR PERMIT
N. A n:d o v e r PermitWo
( City or. Town.) . (IfApplicable) Dig Safe Numb
In accordance- with the provisions ofMG.L. Chapter 10 as
P
rovidcd in Section 5 2 7 CMR 34 application is -hereby made Start Date
by
( Full. name ofperson, Finn or Corporation) nn 1
S tate clearly 'Add=
purpose for (Street or P.O. BOX C4orTown)
wNch
is -requested . For permissionto locate dumpster for constr ion/ novati nn/d"ni i ti•nn
of building. _
Cammcuts, dumpster must be 25' from structure or'covered when not in use
at
( Give location by street and no., or descn a in such manner as to provied adequate identification of location )
Name of competentoperator Cert. No. • ,
(If Applicable )
Date Issued -rejected
Date of apiration -
BY
( Signature of -Applicant)
Fee S 50.00 Paid Due
ur
. .fie-\. . • . .:
The -Commonwealth of Massachusetts
Departmeht• of Fire Services
Office of the State Fire Marshal
P. 0. Bax 1025 S4�te Road,.Stow, MA OI775
PERMIT
North Andover )Permit No
.(City of Town) (If Applicable )
In accordance with the provisions of M: G.L 14 8 Chapters o as provided in sectionMR. 3 4
This P6rurit is granted to:.
Date:
Dig SaafffeeNNum er
Start Date
Full name of person, Firm or Corporation
Permissionto locate dumpster - for construction/renovation/demolition of building.
Comments: dumpster. must be. 25' from structure if unable to place with re uired
Rcstrictioos: clearance dumpster must be covered with plywo .
od or ta rp end of 'work -day
at
( Give lqgation by streetFL4no., or describe in such manner as to provie4cquatification.of locatioaFcePaidS 50.00Fire Chief
This Permit will expire - / r tort o office granting pe t) O ica(Tide)
Proposal
J & M CONTRACTORS
39 Newton Road
Amesbury MA, 01913
978-973-6763
JANDMCONTRACTORS1@GMAIL.COM
Harold Flanagan
228 Pleasant St
North Andover, MA 01845
978-857-5024
Project Description: Remove an existing single car garage and replace with a two car garage.
Project Details:
1) Demolition.
a. Remove existing garage.
b. Remove existing concrete slab in garage.
2) Excavation.
a. Dig trench to allow for 4' frost walls.
b. Backfill and dispose of any remaining materials.
3) Foundation and concrete.
a. Use existing block foundation under current garage.
b. Extend one existing wall 10' and construct two more cement block walls.
c. Foundation walls will have proper footings underneath and must meet frost wall
requirements.
d. Pour a 6" concrete slab in entire garage.
4) Frame.
a. Construct a 27'x 23' single story garage.
b. All framing will meet current building code requirements.
c. 2 x 4 walls.
d. Truss roof system to allow for an open floor space.
e. Zip system sheathing on walls and roof.
5) Doors & Windows.
a. Install two vinyl windows.
b. Install one existing 3'0" x 6'8" man door.
c. Install two 10' x 8' garage doors with openers. (No glass or insulation indoors)
6) Roofing.
a. IKO Cambridge asphalt shingles, color to match existing.
b. 8" white aluminum drip edge.
c. Ice/water shield first 3'.
7) Exterior Trim.
a. 1x6 pvc trim board.
b. Vinyl perforated soffit.
8) Siding.
a. 4" double vinyl siding.
b. Color to match existing.
9) Electrical.
a. Two garage door openers.
b. GFCI outlet.
c. New line from house panel to garage in conduit pipe.
d. Two 8' strip lights.
e. No exterior lighting.
10) Miscellaneous.
a. Price does not include any interior finish.
b. All debris will be removed from site.
c. Permit will be supplied by J & M Contractors.
d. Dumpsters will be supplied by J & M Contractors.
e. Price does not include any engineering or surveying.
�U D �C Y
P 3�tg
Price for all above tasks completed: $27,895.00
Respectfully Submitted
Joel M. Ouellet, President Date 3 / 9 2If
Payment Terms: TB
Acceptance signature a��Date
gv
Acceptance signature
Date
91te -Co.-A
Office of Consumer Affairs and usiness Regulation
10 Park Plaza Suite 5170
Boston, Massachusetts 02116
Home Improvement .C�otztractor Registration
Registration: 168354
t 3 r i Type: DBA
= Expiration: 2/9/2013 Tr# 208750
J & M CONTRACTORS
JOEL OUELLET
39 NEWTON RD
3, {
AMESBURY, MA 01913 +"
` Update Address and return card. Mark reason for change.
0PS-CA10 5pM44A04d,101216
❑ Address E Renewal 0 Employment E Lost Card
a-1ZC i�0�?Ll)LOOt!!/6CLGI/L o�./I�LOd6�tt[GC�
Office of Consumer Affairs & Bukiness Regulation
a- =_ QHOME IMPROVEMENT CONTRACTOR
- — Registration: —168354
Type:
.. _ Expiration: X9/20,13
DBA
_
J` -
J 81tA CONTRACTO,49M= -.:
JOEL OUELLET
39 NEWTON RD
AMESBURY, MA 01913r
Undersecretary
License or registration valid for individul use only
before the expiration date. If found return to:
Office of Consumer Affairs and Business Regulation
10 Park Plaza - Suite 5170
Boston, MA 02116
Not valid without signature
Civil Construction Management Inc.
8 Merrimac Road, Box 475
Newton, NH 03858
Tel: 1-603-382-7650
PROPERTY
LINE
LOT 45
e
CHAIN—LINK
FENCE
(TYP•)
38.1'
LOT 5
0
M121.8' -
Certified Plot Plan
Tax Map" 85, Lot 17
228 Pleasant Street
North Andover, MA
80' LOT 7
IRON
PROPOSED ROD
2 CAR FND
30.7GARAGE
40.6'
Imo --22.5'
£.:•
17.8'
_ 7
26.7'1 .8
EXISTING
PATIO
a -RE#la
4-J
tj
�
w
o
�
o
M
[a
EXISTING
U
Sm
(228)
LOT 17
10,400 ± SF
0.24± AC
Date: April 20, 2012
Deed: Book 9868, Page 138.
Plan: "Plan of Colonial Gardens, North
Andover, Mass. owned by J.T. Long
& J.P. MaHoney"
Scale:l"=40', 1909
By: John Franklin, C.E. .
N.E.R.D. Plan 195.
OF
ROD
FND
.n
n
LOT 21
ROD
FND
LOT 30
40.0'
27.8'
WOODEN IRON
FENCE ROD
(rn'•) FND
Pleasant Street
Zomng. R4 I ALSEE•i .T
Minimum Lot Area: 12,500 SF z TRUDEL
Minimum Lot Frontage: 100 ft 8c"8ci
Minimum Setbacks:
Front - 30 ft typS
Side -15 ft
Rear - 30 ft �-
Scale: 1"=30'
OF Aigss9cyl'm
DENNIS G.
QUINTAL y
CIVIL
No.37427
IST
-1I
-1 I certify that the existing house, deck, garage, and patio are
located on the lot as shown.
- This plan does not represent a property survey, but is based on
the referenced survey plan.
Town of North Andover
Building Department
1600 Osgood Street Bldg 20, Suite 2-36
North Andover MA 01845
Tel: 978-688-9545 Fax: 978-688-9542
DEMOLITION OF BUILDING AFFIDAVIT
DATE I 1 2
OWNER'S NAME & ADDRESS:
VrAro(d f;we%ftf t "
2 7F Pfeasc„4-- 5+ -
LOCATION
-
ttO R TF1 a
�0����LED''�%6
L ...
LOCATION OF PROPERTY TO DEMOLISH Z Z X,," pie,6,sc*- r- f'
DESCRIPTION: ��MU� S t �c,l c_ jq _
CONTRACTOR'S NAME & ADDRESS:y U c. k O V c. Cttj-
7 9 Ne w 4g n 2 j A tie, s 6c, c !;e _ 001-3
DEPARTMENT SIGN -OFF
OF PUBLIC WORKS - WATER: SEWER:
DEPT. OF CONSERVATION V1
FJf5ALTH DEPT:
H+!5'TORIC COMMISSION
PLANNING
�AS
TRIC _
T�PH0NE
C�CLE
T�4
POLICE:
FIRE: 71,
—
EX CMINATOR:
DUMPSTER – ON/OFF STREET
BUILDING INSPECTOR:
SEPTIC
O • IT
COCMIC c"a ME WICK V
�.4 p�R'� TE � ►'PA,��(Gi
SSACHUS�
WELL
ME
_ ?. 0
DIG SAFE NUMBER 2oi2 t60670.9
MiTek'
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO 63017-5746
314-034-1200
Re: 637039
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Boise Structural Solutions.
Pages or sheets covered by this seal: 118940523 thru 118940526
My license renewal date for the state of Massachusetts is June 30, 2012.
Lumber design values are in accordance with ANSVTPI 1 section 6.3
These truss designs rely on lumber values established by others.
XUEGANG
LIU
STRUCTURAL
N4.43283
k�l VM
April 18,2012
Liu, Xuegang
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSVfPI 1.
Job
Truss
Truss Type
Qty
Ply
Vert(LL)
(Ground Snow --55.0)
Plates Increase
1.15
TCDL 10.0
Lumber Increase
118940523
637039
001
FMK
9
1
A_PMT_E125995 4/18/2012 8:26:15 AM
Weight: 87 Ib FT = O%
BRACING
Job Referenceonticm
50
Boise Structural Solutions, Biddeford, ME 04005 72 s Aug 25 2011 MiTek Industries, Inc. Wed Apr 1814:13:05 2012 Page 1
ID:tina7MdC7tKDcMBV07Ai6zRBl1-NfxCSTaH 1vUDk_g2sipN729JakndsTgCbzfzczPSmy
ft -0-0 i 7.o.td 13.s -o ta11_2 2an.o.o.
1-0-0 T-0.14 6fi-2 6-5-2 7-0-14 1-0-0
Scale = 1:47.0
400 =
4x6 =3x8 ll 34 MT20H = 3x8 11 4X6_
LOADING (psf)
SPACING
2-0-0
TCLL 42.3
TC 0.81
Vert(LL)
(Ground Snow --55.0)
Plates Increase
1.15
TCDL 10.0
Lumber Increase
1.15
BOLL 0.0
Rep Stress Incr
YES
Code ISC2009/TPI2007
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF -S No.2
I$
CSI
DEFL
in (lac) I/den L/d
PLATES GRIP
TC 0.81
Vert(LL)
-0.37 8-10 >859 240
MT20 1691123
BC 0.84
Vert(TL)
-0.60 8-10 >534 180
MT20H 148/108
WS 0.38
Horz(TL)
0.13 6 n/a n/a
(Matrix)
Weight: 87 Ib FT = O%
BRACING
TOP CHORD
Structural wood sheathing directly applied or 2-4-4 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 7-2.6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation ouide.
REACTIONS (Ib/size) 2=184WO-M (min. 0-2-14),6=1840/0-3-8 (min. 0-2-14)
Max Horz 2=87(LC 8)
Max Uplift2=-657(LC 8), 6=-657(LC 9)
FORCES (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-11=-3533/1217,11-12=-3405/1224, 3.12=3278/1241, 3-13=-3120/1162,
13-14=3103/1179,4-14=297811192,4-15=2978/119Z 1516=3103/1179,
5-16=-3120/1162.5-17=-3278/1241,17-18=3405/1224,6-18=3533/1217
BOT CHORD 2-10=963/3128, ID -19=-560/2105,9-19=-550/2105, 9-20=560/2105, 8-20=560/2105,
6.8=963/3128
WEBS 4.8=310/1195, 5-8=-8061407.4-10=-31011195,3-10=-806/407
NOTES (11)
1) Wind: ASCE 7-05; 120mph; TCDL=6.0psf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C-0
Extedor(2) -14-0 to 2-0-0, Interior(1) 2.0-0 to 10-6-0, Extedor(2)10-6-0 to 13.6.0, Interioill 16-6-0 to 25-0-0 zone; cantilever left and right
exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL• ASCE 7-05; Pg= 55.0 psf (ground snow); Pf--42.3 psf (flat root snow); Category 11; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 42.3 psf on overhangs
non -concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) The solid section of the plate Is required to be placed over the splice line atjoint(s) 4.
7) Plate(s) at joint(s) 4 checked for a plus or minus 2 degree rotation about its center.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tail by 24)-0 wide will fit
between the bottom chord and any other members, with BCDL=10.0psf.
10) This truss is designed In accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/rP11.
11) Drawing prepared exclusively for manufacturing by Boise Structural Sohitions
LOAD CASE(S) Standard
XUEGANG
LIU
STRUCTURAL
NO. 43283
X�
April 18,2012
® WARMND • Vertlfy design powndds and READ NDM ON 7Hf8 &M MCLWBD MrSICREFSRAMB PAGE U-7473 BNORS iib&
Design valid for use only vAth h0ek connectors. This design is based onto Won parameters shown, and Is for on individual building component.
Applicability of design parameters and proper incorporation of component is responsbnTny, of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary tracing to insure stability during construction is the responsidMty of the MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Far general guidance regarding
fabrication, quolily control, storage. delivery, erection and bracing. consult ANSIM111 Quality Criteria. OSs-89 and 501 aullding Component 14515 N. Outer Forty. Suite #300
Sdefy IrdarrrteaOn wasabte from Truss Plate trmsiitute. 781 N. Lee Sheet. SsWte 312• Alexonchia, VA 22314, Chesterf eK MO 63017
8 Soufhem Pine SP or lumber is fhe alas' values are those eNeefive OlY01W2 byALSC or proposed bjr SPIE.
uotse structural solutions, twoerord, ME 04005 7.250 S Aug 25 2011 MiTek Industries, Inc. Wed Apr 1814:13:06 2012 Page 1
ID:6na7MdC7tKDcMBVQZr8i6zRB11-rrVafobvoDc4WFEQQKcIFiet8CGUM9gRFDV3zPSmx
13Sn I 27.a.O pRn11
t-0-0 13$-0 13$-0 1-0.0
Scale = 1.47.2
4x4 =
30 = 27 26 25 24 23 22 21 20 19 18 17 16 3x4 =
3x8 =
LOADING (psf)
TOLL 42.3
Truss
Truss Type
Qty
ply7039
in
[ob
Udefl
Vd
PLATES GRIP
(Ground Snow--55.0)
�kMGE
1.15
002
GESI
2
1
- E1259954/18/2012 8:26:26 AMJob
180
MT20 169/123
TCDL 10.0
Lumber Increase
1.15
Refeence(optional)
uotse structural solutions, twoerord, ME 04005 7.250 S Aug 25 2011 MiTek Industries, Inc. Wed Apr 1814:13:06 2012 Page 1
ID:6na7MdC7tKDcMBVQZr8i6zRB11-rrVafobvoDc4WFEQQKcIFiet8CGUM9gRFDV3zPSmx
13Sn I 27.a.O pRn11
t-0-0 13$-0 13$-0 1-0.0
Scale = 1.47.2
4x4 =
30 = 27 26 25 24 23 22 21 20 19 18 17 16 3x4 =
3x8 =
LOADING (psf)
TOLL 42.3
SPACING
2-0-0
CSI
DEFL
in
(loc)
Udefl
Vd
PLATES GRIP
(Ground Snow--55.0)
Plates Increase
1.15
TC 0.14
Vert(LL)
-0.01
15
n/r
180
MT20 169/123
TCDL 10.0
Lumber Increase
1.15
BC 0.06
Vert(TL)
-0.00
15
Nr
120
BCLL 0.0 '
Rep Stress Ina
YES
WB 0.16
Horz(rL)
0.01
14
n/a
Na
BCDL 10.0
Code IBC2009/TPI2007
(Matrix)
Weight: 101 Ib FT = 0%
LUMBER BRACING
TOP CHORD 2 X 4 SPF IIRSOF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPFS No.2
MiTek recommends Slat Stabilizers and required cross bracing be
Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 27-0-0.
(Ib) - Max Harz 2=-87(1_C 9)
Max Uplift All uplift 100 Ib or less at joints) 23, 24, 25, 26, 20, 19, 18, 17 except 2=159(LC 8),14=174(1_C 9),
27=-217(LC 8),16=216(]_C 9)
Max Grav All reactions 250 Ib or less at ioings) 21, 26,17 except 2=311(LC 1),14=311(LC 1), 23=340(LC 2),
24=330(LC 2), 25=306(LC 2), 27=414(LC 2), 20=340(LC 3), 19=330(LC 3), 18=306(LC 3), 16=414(LC 3)
FORCES (lb) -Max, CompJMax Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 7-8=79/298.8-9=79/298
WEBS 7-23=300/162, r3-24-291/132.5-25--260/126.3-27=327)244,9-20=-300/162,
10-19---291/132,11-18-260/126,13-16---327/244
NOTES (12)
1) Wind: ASCE 7-05; 120mph; TCDL=6.OpsF, BCDL=6.0pSf: h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C
Exterior(2) -1-0-0 to 2-M, Interior(1) 2-0-0 to 10.6.0, Fxterior(2)10-6-0 to 13-6.0, inter cii 16-6-0 to 25-0.0 zone; cantilever left and right
exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL -1.60
2) Thus designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pg= 55.0 psf (ground snow); Pf=42.3 psf (flat roof snow); Category Il; Exp C; Partially Exp.: Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 42.3 psf on overhangs
non -concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-M oc.
9) This truss has been designed for a 10.0 psf bottom chord rive load norlconcurrerd with any other live loads.
10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
11) This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) Drawing prepared exdusively for manufacturing by Boise Structural Solutions
LOAD CASE(S) Standard
April 18,2012
® WARM -Verify design pwwaders and RM NOTWI ON =SAND AYMIMED 1tlfT1lKRBPBRMICB PAOBAW-7473 BBPORS OSB,
Design valid far use only with Mitek connectors. Ths design is based onty upon parameters shown, and Is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Brad shown
is for lateral support of individual web members ordy. Additional temporary bracing to insure stabdly, during construction is Mer ;�
of MI I
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ek'
fabrication, quality control, storage, defwery, erection and bracing, consult ANSI/Trll Quality CAMAo, DS$.59 and 8CSI auiWing Component 14516 N. Outer Forty, Suite ird00
S=rd= mailable from Tnns Plate tefitute, 7N l Lee Street, Suite 312. Alexandria, VA 22314. Chesterfield, MO 63017
tl Souther Pare SP or Nmber is s tda des values are those eHectire 08A1/2012 by ALSC or pri4nind by Sfl6
Job
940
Truss Type
Qty
Ply
exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
ITniss
SPACING 2-60
CSI
OEFL
118940525
jkMOHC
637039
101
FINK
t
1
— El 259954/18/20128:26:19AM
MT20 169/123
10.
TCDL 10"0
Lumber Increase 1.15
BC 0.80
Ve rt(TL)
Job R Reference (option 1
Boise Structural Solutions, Biddeford, ME 04005 7250 s Aug 25 2011 MiTek Industries, Inc. Wed Apr 1814:13:07 2012 Page 1
ID:ilna?MdC7tKDcMBVQZrMzRB 11-J l3ys8cxzXkxzlg0_7rrCTEfUXYyDkUzgvSm2VzPSmw
7-0.14 13ftn I 10.71-2 27-0-0
I' 7.014 s�-2 IN
r2 7 0 14 1 A-O.A-0"0
Scale = 11:47.0
400 =
axs — 5x6 =
4x6 = 5x8 YYB = 4x8 =
I$
1 9-0-0 - - - ___ 1
940
19.0-0
Plate Offsets (X.Y): (2:0-2-S,Edrel.
f6:0-2-5,Edoel
exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
LOADING (ps()
TCLL 42.3
SPACING 2-60
CSI
OEFL
In (k)c) I/deft Ud
PLATES GRIP
(Ground Snow --55.0)
Plates Increase 1.15
TC 0.78
Vert(LL)
-0.37 8-10 >868 240
MT20 169/123
10.
TCDL 10"0
Lumber Increase 1.15
BC 0.80
Ve rt(TL)
-0.60 8-10 >537 180
9) This truss is designed in accordance with the 2009 International Building Cade section 2306.1 and referenced standard ANSVTPI 1.
SCLL0.0 '
Rep Stress Ina NO
B
W 0.47
Horz(TL)
0.14 6 n/a n/a
BCDL 10.0
Code ISC2009ITP12007
(Matrix)
Weight: 99 lb FT = 0%
LUMBER
BRACING
TOP CHORD 2 X 4 SYP 270OF 2.2E
TOP CHORD
24)-0 oc purlins (3-2.4 max.)
BOT CHORD 2 X 4 SPF 2100F 1 "BE
(Switched from sheeted: Spacing > 24)-0).
WEBS 2 X 4 SPF -S No.2
BOT CHORD
Rigid ceiling directly applied or 7-0-10 oc bracing.
OTHERS 2 X 4 SPF -S No.2
JOINTS
1 Brace at Jt(s): 4
REACTIONS (Vsize) 2--2300/)-3-8 (min. 0-2-15), 6=2300/0-3-8 (min. 0-2-15)
Max Horz 2=108(LC 8)
Max Uplift2=-821(LC 8), 6=-021(LC 9)
FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOPCHORD 2 -11=4416/1521,11-12=-4257/1529,3-12=1109811551,3-13=-3899/1453,
13 -14=-3878/1473,4-14=-3722/1490,4-15=3722/1490,15-16=-3878/1473,
5 -16=-3899/1453,5-17=-4098/1551,17-18=-4257/1529,6-18=-4416/1521
BOT CHORD 2-10=1204/3911, 10-19=700/2632, 9-19=700/2632,9-20=70012632, 8-20=700/2632,
"=-1204/3911
WEBS 4-8=-387/1491, 5-8=-1009/511, 4-10--387/1491, 3-10=1009/511
NOTES (11)
1) Wind; ASCE 7-05; 120mph; TCDL=6.0psf, BCDL=6.0psf; h=35ft; Cat II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C
Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10.6-0, Exterior(2) 10.6.0 to 13.6.0, Intedor(1)16-6.0 to 25-0-0 zone; cantilever left and right
exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-05; Pg= 55.0 psf (ground snow); Pf=42.3 psf (flat roof snow); Category I% Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 42.3 psf on overhangs
non-concurrerd with other five loads.
OF yq s�`
5) The solid section of the plate is required to be placed over the splice line at joint(s) 4.
��SN
6) Plates) atjoint(s) 4 checked for a plus or minus 2 degree rotation about its center.
7) This truss has been designed for 10.0 bottom
�o
a psf chord live load nonooncurrent with any other live loads.
8)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit
g XUEGANG
LIU
between the bottom chord and any other members, with BCDL = IO.Opsf.
STRUCTURAL
9) This truss is designed in accordance with the 2009 International Building Cade section 2306.1 and referenced standard ANSVTPI 1.
NO. 43283
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Drawing prepared exclusively for manufacturing by Boise Structural Solutions�U2
q
fd/STEA�4`�,
LOAD CASE(S) Standard
April 18,2012
® WARNING • Ver0 deit(gn pmmrmtem and RFAD N0783 ON THIS AND HICLUDEU 89788; RSFM0ICB PAGE MU 7473 BBPORS t1S&
Design valid for use only with AYTek connectors. Thus design is based only upon parameters shown, and is for an individual building component. ��•
Appkcobrity of design parameters and proper incorporation of component h responsib2ity of building designer- not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing To insure siobirty during construction is the
responvbilGty of the
erector. Additional permonent bracing of the overan structure a the responzbfity of the building designer. Far general guidance regarding MI Tek*
fabrication. quality control, storage. defivery, erection and bracing, consult ANSI/Ml Quality Cdlerla, CS1149 and eCSI Building component 14515 N. Outer Forty, Suite fKi00
Safety Inlarawibn avalade from Truss F1ate institute, 781 N. tee Street. Suite 312, Alexandria, VA 22314. Chesterfield. MO 63017
9 5oathem Phte SP or terrlber is to the design values are than effective t16f81/2012 ALSC or ed SPIB
i
Boise Structural Solutions, Biddeford, ME 04005 7250 s Aug 25 2011 MiTek Industries, Inc. Wed Apr 1814:13:08 2012 Page 1
ID:dna?MdC7tKDcMBVQZr8i6zRBl1-nEdL4UcAKgsobRPdYrM4lgngFxuByBk7vZBKaxzPSmv
rt -0-0, 7 -0 -id I 19.R.n 1411-2 1 27-0-0 i2A0-0
1l-0.0 714 6-5.2 63-2 7-0-14 1-0-01
Scale = 1:47.0
4x10 =
azo — 5z6 =
4x6 = 5x8 WB = 4x6 =
LOADING (psf)
Truss
Truss Type
TCLL 42.3
Pty
1.15
r131039
Lumber Increase
1.15
r10
Rep Stress Ina
118940528
bI"1,
111
FINK
1
A MOHC E125995 4/18/20128:26:23AM
Weight: 99 Ib FT = 01/6
BRACING
Job Reference (optioral
Boise Structural Solutions, Biddeford, ME 04005 7250 s Aug 25 2011 MiTek Industries, Inc. Wed Apr 1814:13:08 2012 Page 1
ID:dna?MdC7tKDcMBVQZr8i6zRBl1-nEdL4UcAKgsobRPdYrM4lgngFxuByBk7vZBKaxzPSmv
rt -0-0, 7 -0 -id I 19.R.n 1411-2 1 27-0-0 i2A0-0
1l-0.0 714 6-5.2 63-2 7-0-14 1-0-01
Scale = 1:47.0
4x10 =
azo — 5z6 =
4x6 = 5x8 WB = 4x6 =
LOADING (psf)
SPACING
2-0411
TCLL 42.3
plates Increase
1.15
(Ground Snow 55.0)
Lumber Increase
1.15
TOOL 10.0
BCLL 0.0 '
Rep Stress Ina
NO
bI"1,
Code IBC2009/TPI2007
LUMBER
TOP CHORD 2 X 4 SYP 270OF 2.2E
BOT CHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X 4 SPF -S No.2
OTHERS 2 X 4 SPF -S No.2
CSI
DEFL
in (loc) Wall L/d
PLATES GRIP
TC 0.78
Vert(LL)
-0.37 8-10 >868 240
MT20 169/123
BC 0.80
Vert(TL)
-0.60 8-10 >537 180
WB 0.47
Horz(TL)
0.14 6 n/a Na
(Matrix)
Weight: 99 Ib FT = 01/6
BRACING
TOP CHORD
2-0-0 oc purlins (3-2-4 max.)
(Switched from sheeted: Spacing > 24)-0).
BOT CHORD
Rigid ceiling directly applied or 7-0-10 oc bracing.
JOINTS
1 Brace at Jt(s): 4
REACTIONS (lb/size) 2=2300/0-3-8 (min. 0-2-15), B=2300/0-3-8 (min. 0-2-15)
Max Horz 2=108(LC 8)
Max Uplift2=-821(LC 8), 6=821(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-11=-0416/1521, 11-12=-4257/1529, 3-12=4098/1551, 3-13=-3899/1453,
13-14=-3878/1473, 4-14=372211490, 4-15=,3722/1490, 15.16=387811473,
5-16-3899/1453, 5-17=-4098/1551, 17-18=4257/1529, 6-18=-4416/1521
BOT CHORD 2-10=1204/3911, 10-19=7002632, 9-19=700/2632, 9-20=700/2632, 8-20=700/2632,
6-0=-1204/3911
WEBS 4-8=387/1491, 5-8=-1009/511,4-10=-387/1491, 3-10=-1009/511
NOTES (11)
1) Wind: ASCE 7-05; 120mph; TCDL=6.Opst BCDL=6.0psf; h=35ft: Cat. 11; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C
Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-". Extedor(2)10-6-0 to 13.6-0, Interior(1)16-6-0 to 25-0-0 zone; cantilever left and right
exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-05; Pg= 55.0 psf (ground snow); Pf--42.3 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 42.3 psf on overhangs
non -concurrent with other live bads.
5) The solid section of the plate is required to be placed over the splice line at joint($) 4.
6) Plate(s) at joint(s) 4 checked for a plus or minus 2 degree rotation about its center.
7) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live bads.
8)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 24)-0 wide will fit
between the bottom chord and any other members, with BCDL=10.0psf.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) Graphical puriln representation does not depict the size of the orientation of the purlin along the top and/or bottom chord.
11) Drawing prepared exclusively for manufacturing by Boise Structural Solutions
LOAD CASE(S) Standard
XUEGANG
LIU
STRUCTURAL
NO. 43283
I$
April 18,2012
®
WARNING • P ertjjlj dmsSigapowrinet smrdRBAD1Y07HSONIMSAMnCLEWJW NT=RIWr1B8PAGE XIU-7473BEFORSUS&
Design valid for use orgy with MTek connectors. TNs design is based only upon parameters shown, and is for an individual building component. ��
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for tbterd support of Individual web rnembers only. Additional temporary bracing to insure stabrity daring construction is the responsibility
erector. Addrfional permanent tracing of the overall structure is the responsibiG of the buildin desi regardig of the WOW
h g g<+e+. nor generd guidance regarding
fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/IPIt quality Cdaedo. DS049 and SCSI Building Component 14515 N. Outer forty, Suite 11300
30 INorrnaaoo o fopable from Truss Plate institute, 781 N. Lee Street. Suite 312. Aie-ndia. VA 22314. Chesterfield, MO 53017
If
5oulfiem Pare SPor lumber is spedfied, the design values are those effective Otil01t101T by ALSO or pruposed by SHB.
N
m E oC
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