28-074 (3) 263 SYLVESTER RD BP-2016-1085
GIs#: COMMON1 VEALTH OF MASSACHUSETTS
MapBlock: 28-074 OTY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category. she BUILDING PERMIT
Permit# BP-2016-1085
Project# JS-2016-001854
Est. Cost: $10000.00
Fee: $65.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: MRJW ENTERPRISES INC 013471
Lot Size(sa. ft.): 118657.44 Owner: MCCUTCHEON LISA HOHOL
Zoning: Applicant: MRJW ENTERPRISES INC
AT: 263 SYLVESTER RD
Applicant Address: Phone: Insurance:
PO BOX 951 (413) 268-2028 ()
WILLIAMSBURGMA01096 ISSUED ON:3/15/201¢ 0:00:00
TO PERFORM THE FOLLOWING WORK:CONSTRUCT 16 X 22 SHED
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House# Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType• Date Paid: Amount:
Building 3/15/2016 0:00:00 $65.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2016-1085
APPLICANT/CONTACT PERSON MRJW ENTERPRISES IN�
ADDRESS/PHONE PO BOX 951 WILLIAMSBURGO1096(413)268-2028 Q
PROPERTY LOCATION 263 SYLVESTER RD
MAP 28 PARCEL 074 001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: CONSTRUCT 16 X 22 SHED
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 013471
3 sets of Plans/Plot Plan
THE FO LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
1NF MATION PRESENTED:
Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission _Permit DPW Storm Water Management
Demolition Delay
Signature of Building Official Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of
Planning& Development for more information.
i
R CEIVED
� '. :,�� q?a K.y �Departr�elnt use O'ft�,y Yr4�as 7,ctt it' 1.VE{I
I vJ�_. 'i d � rh t,a' t•f�' ,a-,t.i J 5t•�r�FN c
����pppp
City of Northampton MAR
�d
Building Department Gttr GUtI rtye ayrPeryrrt�# <t T� t � 4r ! ui� Y,
CrT
212 Main Street y+ I y
3e r r3'3` h+-f,.9 4 rl 'Yt 'RY, '� i �i37� JIi i ,k
Room 100 - _ a er a ya�lab�Uity
va
Northampton MA 01060 TwalSets Ai Str� ural Pians r, k ' ti' rd 4l+i�
�
phone 413-587-1240 Fax 413-587-1272 P[of/Site
CtherzSPeclfyr� � �� s _.__?'�
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE.INFORMATION
This secflon to be completedby office
1.1 Property Address: F
&j
one Overlay District rt
1
,
:.
Im St;District CB Dlstnct
SECTION 2.-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
�.�Q�.��' � G_(" -i 1"!f•rcr,�.l Z G� � S�L ✓.-�S,T/Iw �c�
Name(Print) Current Mailing Address:
Telephone
Signature
2.2 Authorized Agent: �7 ^
f Z !
s iY' c w✓"
Name(Print) Current Mailing Address:
'yi 3 — ZUf �I z
Signatur Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS. .
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building (a)Building Permit Feb
2. Electrical (b)Estimated Total Cost of
r Construction from 6
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection r
6. Total=0 +2+3+4+5) Check Number
This Section For 6,fficlal'Use Only
Date
Building Permit Number: Issued:
Signature:
Building Commissionedlnspector'of Buildings Date
0 fio fie
i / 6v� �
�6_b-
t"
'
°
� ~
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This colunin to be filled in by
Building Department
Lot Size
Frontage
Setbacks Front
Rear
Building Height
Bldg.Square Footage %
Open Space Footage %
(Lot area minus bldg&payed
#of Parking Spaces
(volume&Location)
A. Has sSpecial Permit/Variame/Rmding ever been issued for/on the site?
AQK �� ����
NO �� DONTKNOW �� YES
IF YES, date issued'/ |
^ 'L______—___�
IF YES: Was the permit recorded at the Registry ofDeeds?
NO00% D
��' wn / nnuvv 0 /ES
IF YES: enter Book
Page= and/or Ducument#
_
B. Does the dtecontain obrook, body ofwater urwetlands? NO A>% DON7KNOY� x�� YES »-�
_ . _
IF YES, has permit been orneed tobeobtained from the Conservation Commission?
Needs tobeobtained v_�x�� Obtained »�� Date�~� '
C. Doany signs exist onthe property? YES �0� NO ION
|FYES, describe size, type and location:
NOD. Are there any proposed changes to or additions of signs intended for the property? YES 0
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,gradingexcavation,orfilling)over 1acre oriaitpart ofacommon plan
that will disturb over 1acre? YESK l Nn 0{�
��
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
^ '~
'
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors 17
Accessory Bldg. 2�t Demolition ❑ New Signs [p] Decks (Q Siding[O] Other[O]
Brief Description of Proposed
Work: �or.tT�v'-TT /G �Y 2 f /���.�,�., STr .-�y�� T� ' eS d�<aLy'lYe/f 0��/10�
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
sa.`If New house and or addition to existing fi'ousltig,.cornplete the followlng:
a. Use of building :One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new construction. Dimensions
e. Number of stories?
f. Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? Yes No.
I. Septic Tank City Sewer Private well City water Supply
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1. J- / ��Q as Owner of the subject
property
hereby autVqrize L✓ " ��"' �`
to act ony)ehalf, tt
r ative to work authorized by this building permit application.
Signature of Ow r Date
as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
�!/..�J Lt� r'civ Tyr.,.. :xs��� .if� l-a.�t c'�o✓r.t i"'PaiyT(va��:�
Print Name !^��" �\
Signature er/Agent Date
r SRR J>;�s
tnwo
a
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction/Supervisor: Not Applicable £
Name of License Holder: / O 6-t3 /'''to
License Number
Address Expiration Date
Signat Telephone
C
_..
9;iRegistered Home Improvement Contractor _ Not ApplicaZbleU£
Company Name < Registration Number
//Adz
Address Expiration Da e
/S'��y �1'/ �,tl/• �.-►j�� T /y1�1 Telephone Zfo�—ZUI�
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes....... £ No...... £
l 1. Ho-me Owner`Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780, Sixth Edition Section 108.3.5.1.
Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature.
The Commonwealth of Massachusetts
Department of Industrial Accidents
' Office of Investigations
600 Wash72A
ton Street
Boston, 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual):
Address:
City/State/Zip: Phone M
Are you an employer? Check the appropriate box: Type of project(required):
1.❑ I am a employer with 4. E] I am a general contractor and I
employees (full and/or part-time).* have hired the sub-contractors 6. E]New construction
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have 8. E] Demolition
working for me in any capacity. employees and have workers' 9 Building addition
[No workers' comp. insurance comp. insurance.$
required.] 5.0 We area corporation and its 10.❑ Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.] t c. 152, §1(4), and we have no
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.
tHo meowners 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 state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins. Lic. M 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 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 may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct.
Signature: -.I Date: /G
Phone#:
Official use only. Do not write in this area, to be completed by city 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.Plumbing Inspector
6. Other
Contact Person: Phone#:
City of Northampton
Massachusetts
DEPARTMENT OF BUILDING INSPECTIONS �y y
212 Main Street • Municipal Building
�. '.Y Northampton, MA 01060
INSPECTOR
Louis Hasbrouck Chuck Miller
Building Commissioner Assistant Commissioner
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her
construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which
he/she resides or intends to be, a one or two family dwelling, attached or detached structures
accessory to such use and/or farm structures. A person who constructs more than one home in a two-
year period shall not be considered a home owner."
The building department for the City of Northampton wants any person(s)who seek to use the home
owner exemption, to act as their own construction supervisor, to be aware that by doing so you
become responsible for compliance with state building codes and regulations. The inspection
process requires that the building department be called to inspect work at various stages, which include
foundation/footings (before backfill), sonotube holes (before pour), a rouqh building inspection
(before work is concealed), insulation inspection (if required) and a final building inspection._
The building department requires these inspections before the work is concealed, failure to secure
these inspections can result in failure to obtain a certificate of occupancy until the work can be
inspected.
If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be
responsible to make sure that the trades hired secure their proper permits in conjunction to the building
permit issued, and that they get their required inspections. Failure of the individual trades to secure
the permits and inspections as required can DELAY the project until such time as the proper permits
and inspections are made
I, understand the above.
(Home owner/resident's signature requesting exemption)
I will call to schedule all required building inspections necessary for the building permit issued to me.
Date
Address of work location
K
j
RADIUS FR
.FT
94.74 VELL la-rl
inn
'-oz 97
G,,,RAC-E
_ vLnns r �
DRIVS11AY
�;
4
H ge
ou
1,500 GALLON S;r �TAFdff r if � ' P qty, til
OUTLETS
TO GRADE
JjjjL-Z-,TEE
"o
t.EA
RESEP"VFAREA-
TP-E 1 1 1 1�
TP-11
4"DM lfE.err r,14'4.
lFD4LDJ
VEW
MAINTAIN BPEAmourELEv.=95.4'+
7MAN-,5FFFPC1 LEACH 7p
7 Cp,
'IfAl"alul"Do z'"i
CC E: 40' CRADS OF 3 FCPJ-7: 11ERT OR FLA-ITER
I
—ST PIT Nu.A'S Suo,1 X2 SIME P—,, ,Jp1f acqSED ClAl!NSPECUON--,gyaez
PERC TEST tqo,1 Z FAVA L Gi 4-,-)W G-L 0
—in!JV G a- E3fh'G-NOT-OTW, L El E
PROPERTY LINE(APPROX.LOCATIom) A7Ph7EoFjjIgrj
SpECC .j
EXIS fNIG CONTOUR(REL TO SITE 6j,1.)
PROPOSED CONTOUR AS-BUILT SITE PLAI (Z030,'-2)
S57REEEAMTHE-71-ANDS BOUNDARY
B'JRIvDVVa-,E-P-11f4E(APPPDXLOCATIOPI)
BURIED ELECTRIC LINE(APPROX.LOCATION) 263
-- YLVE-S-TERROAD, [VORTH-AMPTON, MA
DRIED GAS LIFE(APPROX.LOCATIOIN)
F_.ICE
ROCK MALL FOR DAVID-MiCCUTCHEON
E-ITFIRCINIMEN TAlf
VTE
p C- 305, 21 GUARD ROAD, 77ORTHINGTON, :.Lj� 01-1098
REQ.QUOTE DATE j a' / ORDER#
ORDER DATE V / QUOTE# 16022942B
DELIVERY DATE I / CUSTOMER ACCT# LMCW RKMI
DATE OF INVOICE f / CUSTOMER PO#
t ORDERED BY Andy Clogston INVOICE#
UFP Belchertown, LLC I TERMS
155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Valerie Faille SALES REP Brian Tetreault
Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# (4I13)247-8314 SALES AREA Massachusetts/
R.K. Mlles-Hatfield JOB NAME:Lou Montgomery LOT# SUBDIV:
24 West St MODEL: TAG: JOB CATEGORY: Residential
Hatfield, MA 01038 DELIVERY INSTRUCTIONS:
(413)247-8300
Lou Montgomery
SPECIAL INSTRUCTIONS:
Northampton, MA
BY DATE
IILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 00-09-00 REQ.LAYOUTS REQ.ENGINEERING QUOTE BRT 03/10/16
of Trusses END CUT RETURN NONE LAYOUT
PLUMB NO GABLE STUDS 24 IN.OC JOBSITE 1 CUTTING BRT 03/10/16
?OOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL J STRESS INCR. ROOF TRUSS SPACING:32.0 IN.O.C. (TYP.)
INFORMATION 40.0,15.0,0.0,10.0 1.15
PROFILE QTY PITCH TYPE BASE O/A LUMBERI OVERHANG CANTILEVER STUB PRICE TOTAL
PLY ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT
PRICE
DUAL PITCH
8 8.00 0.00 DP01 16.00-00 16-00-00 2 X 6 2 X 4 02-010-00 01-00-00
GABLE
2 8.00 0.00 DPOIGE 16-00-00 16-00-00 2 X 6 2 X 4 02-00-00 01-00-00
ROOF SUB-TOTAL:
ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL
PURCHASER:
BY: TITLE:
BY: ADDRESS:
TITLE:
DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL
Quote is based on current design values at the time of quote (lumber„ EWP, hardware, etc).
Should any of these values change prior to completion of this project, UFP Belchertown,LLC
reserves the right to adjust the sell price accordingly.
QUOTE POLICY: QUOTE VALID FOR 15 DAYS. AFTER 15 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING.
Sealed individual truss drawings are included in the pricing.
Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge.
JOY- russruss ype ty y Lou Montgomery
16022942B DP01 DUAL PITCH 6 1 Job Reference(optional)
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 10 20:44:35 2016 Page 1
ID:byG2BmDPVPy_X1 nhjGMmp?zhMia-a44HLrCthYeZaGpdHpf2C5PuMTNgXOKZOpZhLEzcDhw
2-0-0 5-6-7 10-8-0 16-0-0 17-0-0
2-0-0 5-6-7 5-1-9 5
6x6 i Scale=1:46.3
1
15ry1
I
9
'o
8.00 12 1.5x3 A6
15.55 12
3
1 T 10
oc
1� 2 56 10
1 1 8
3x8= 7 46=
3x4=
_ 16-0-0
_ 16-0-0
Plate Offsets(X Y)-- [2:0-8-0,0-0-141,[5:0-6-0,0-0-121
LOADING (psf) SPACING- 2-8-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.32 2-7 >589 240 MT20 197/144
(Roof Snow=40.0) Lumber DOL 1.15 BC 0.61 Vert(TL) -0.81 2-7 >233 180
TCDL 15.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.02 5 n/a n/a
BCLL 0.0
BCDL 10.0 # Code IRC2009ITP12007 (Matrix) Wind(LL) 0.01 7 >999 360 Weight:84 lb FT 4%
LUMBER- BRACING-
TOP CHORD 2x6 SPF No.2 TOP CHORD 2-0-0 oc purlins(3-11-15 max.)
BOT CHORD 2x4 DF 2850F 2.3E (Switched from sheeted:Spacing>2-0-0).
WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 2=1727/0-3-8 (min.0-2-11),5=1616/0-3-8 (min.0-2-9)
Max Horz2=244(LC 7)
Max Uplift2=-135(LC 8),5=-52(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=0/262,2-3=-1815/268,3-9=-1133/194,4-9=-879/208,4-10=-1231/119,
5-10=-1554/91
BOT CHORD 2-7=-115/1301,7-8=0/719,5-8=0/719
WEBS 4-7=-17/815,3-7=-721/276
NOTES-
1)Wind:ASCE 7-05; 100mph;TCDL=S.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)
zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.33
2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp B;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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)"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,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 Ib uplift at joint 2 and 52 Ib uplift at
joint 5.
8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job russ russ ype ty y Lou Montgomery
160229428 __TDP,
GABLE 2 1
Job Reference(optional)
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 10 20:44:51 2016 Page 1
ID byG2BmDPVPy_X1nhjGMmp?zhMia-692KiKPwwTfHUk2iDAyprT412vzAHKfw41RYvlzcDhg
2-0-01 O-8-0 16-0-0 17-0-0
2-0-0 10-8-0 5�
6x6 G Scale=1:46.2
1
7
]
6
19
8.00 12 5 2x4 II p
8 15.55 12 E
4
T 20
1 T
2x4 II
3
ST? 9
ST1 ST7\
2
10 It
131
1� 3x4 18 17 16 15 14 13 12 3x4
16-0-0
16-0-0
Plate Offsets(X,Y)-- [7:0-3-3,0-3-4] [10:0-2-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.01 11 n/r 180 MT20 197/144
(Roof Snow=40.0) Lumber DOL 1.15 BC 0.05 Vert(TL) -0.01 11 n/r 80
TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 10 n/a n/a
BCLL 0.0 ' Code IRC2009/TP12007 (Matrix) Weight:97 Ib FT=4%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 16-0-0 except Ot=length)2=-0-0-1 (input:16-0-0), 10=-0-0-1 (input: 16-0-0), 14=-0-0-1
(input: 16-0-0), 15=-0-0-1 (input: 16-0-0),16=-0-0-1 (input:16-0-0),17=-0-0-1 (input: 16-0-0),18=-0-0-1
(input:16-0-0), 13=-0-0-1 (input: 16-0-0),12=-0-0-1 (input:16-0-0).
(lb)- Max Horz 2=183(LC 7)
Max Uplift All uplift 100 Ib or less at joint(s)2,10,15, 16, 17, 12 except 18=-120(LC 12), 13=-114(LC 9)
Max Grav All reactions 250 Ib or less at joint(s)14,16,18,12 except 2=576(LC 12),10=279(LC 12),
15=291(LC 2),17=251(LC 1), 13=393(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 6-15=-251/76,8-13=-352/202
NOTES-
1)Wind:ASCE 7-05; 100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)
zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.33
2) Truss 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;Pf=40.0 psf(flat roof snow);Category Il;Exp B;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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6)All plates are 1.5x3 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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)WARNING:Required bearing size at joint(s)2,10,14,15,16,17,18,13, 12 greater than input bearing size.
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10, 15,16,17,
12 except Qt=1b)18=120, 13=114.
13)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
itR } G
4 t{
DEPT.OF cu,
NORTHAMPTON,MH Ot060
goo .t�S
NS
I
p,�,,,,in Te,
4
r
1
i
� E
r
j
I
i
it
Sz
y.�
r r f .. .
v
w S
,Li� ..''`„�� l e`�✓t � �"- � r �`�,, j (.. r__ _._ � J - �'J� j � i � � �� ;::sit�.��t I,�'y� !�
' 1 a
i
� P
i
i
' I
i
s
1
1
I
r ..y.
1 V r
a ,
}