30B-026 (5) 283 RIVERSIDE DR BP-2017-0232
GIS rt: COMMONWEALTH OF MASSACHUSETTS
Map-Block 30B-026 CITY OF NORTHAMPTON
Lot: -001
Permit: Building
Category: GARAGE BUILDING PERMIT
Permit# BP-2017-0232
Project: JS-2017-000390
Est. Cost: $40000.00
Fee:$138.60 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: HANS DALHANS 101628
Lot Size(sq.ft.): 12893.76 Owner: BLANCHARD HELEN BRITT
Zoning: URB(loo)/ Applicant: HANS DALHANS
AT: 283 RIVERSIDE DR
Applicant Address: Phone: Insurance:
11 CHERRY ST (413) 977-6094
EASTHAMPTONMA01027 ISSUED ON:8/29/2016 0:00:00
TO PERFORM THE FOLLOWING WORK: Replace existing garage with new 16' x 23' garage
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 St 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: FeeTrpe:
Date Paid: Amount:
Building 8/29/2016 0:00:00 $138.60
212 Main Street, Phone(413)587-1240, Fax: (413)587-1272
Louis Hasbrouck-Building Commissioner
01 O1C
File R BP-2017-0232 -c tA
•
APPLICANT/CONTACT PERSON HANS DALHANS 0 3Y ? �,
ADDRESS/PHONE I I CHERRY ST (413)977-6094 C lam'
r1 0.>
p
PROPERTY LOCATION 283 RIVERSIDE DR 1 1
MAP 308 PARCEL 026 001 ZONE URB(I00)/ Er•4\\
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Tvpeof Construction: Replace existing garage with new 16'x 2,4'ea oe
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 101628
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION 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; om Elm Street Commi
. <01118111.-
azure of tuibmg 0 'dal 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 MCL 40A.Contact the Office of
Planning&Development for more information.
:Department use only
City of Northampton Status of Pvamit; - `
Building Department girth "rent "'`' +„”
212 Main Street Se tSepbcA'veitehil6 's :z '
Room 100 WeternaeILA S2ility i'"'
Northampton, MA 01080 Twoaa atLbuctuiirhans ,
phone 413-587-1240 Fax 413-587-1272 P4.VSite Plans . 4,
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 •SITE INFORMATION
1.1 Property Address: This section to be completed by office
Jg3 `r�, sst c . Map Lot Unit
CR SII Zone Overlay District
UW6 - Elm SL District CB District
SECTION 2•PROPERTY OWNERSHIP/AUTHORIZED AGENT
2. Owner •f a- ord:
alScreS+'y old gwtrsul? 0r. Nowa MA 00(1' '
Name(PP//- �tri�p,,� Current Mailin Address.
fes_ pone �a7 3tiba
/ Telephone
Signa
g.2 Authorized Agent:
ams(Print) � Current ailing Add ss: Qt Da-1
4113 - 77 ? -(alt/
re ` Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1" Building -Se, ci V (a)Building Permit Fee
2. Electrical i ,(.7- (b)Estimated Total Cosst off
( 0 Construction from(6) ,
3. Plumbing ,V, ` JA Building Permit Fee / 3i•
4. Mechanical(HVAC)
5. Are Protection
6. Total=(1 +2+3+4+ 5) 4) 4h op V Check Number / (0t'
This Section For Official Use Only r
Budding Permit Number: x.617— 6 acsg Date
Issued:
Signature:
( [::-r ;1_!\i1-70
Building Commalloneranspector of Bukangs 1-72-tit a —
i
I . 24
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House 111 Addition Replacement Windows Alteration(s) U Roofing r
Or Doors ❑
Accessory Bldg. Demolition New Signs (m Decks ❑ Siding NI) Other[C]
Brief 0pcription of Proposed (rtt
Work:KPf'hew2 COVFeh Oke ttiibtri a— CA r r� J12 rD4 ar LAI APAnl S.,! CGS-kO CGS- gtiv
Alteration of existing bedroom Yes No Adding new bedroomYes ( No
Attached Narrative �^_ �y, ` t� RqnovaUng unfinished bas@ement Yes }. No
Plans Attached Roll -Sheet . �tT- atte, }�,QoK QQSc' k $j t\.ok-e) • '1
se.If Now halitus end or e44dition toexisting housing, complete the following:
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? YesNo. 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 Ts-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERSEjjyAGENTOR CONTRACTOR APPLIES FOR BUILDING PERMIT
4”' I, ((ter 00/ ,as Owner of the subject
property _1
hereby authorize t J C.,t`('�F.V S ( In('QRHv 1-��c ...
to a • y behalf,i all matters relative to work auttb rized by thi building permit application.
tlWlJ„
S. at re darner Date
E'AAA"5 n V cAk\cwS , C A)t { - ,as Owner/Authorized
Agen thy declare t at the statements and information on the foregoing applicati• are true ar fl - urate,to the best of my knowledge
and belief
ned unser the pains and penalties of perjury.
I SCrettar k
tb Qot4
'fie 4ure of Owner ent Date
Section 4. ZONING Alt Information Must Be Completed.Permit Can Be Denied Due To Incomplete information
Existing Proposed Required by Zoning
This column in he filled in by
Building Depanment
Lot Size lasigl..SF
Frontage ; y�' . . _... . .
Setbacks Front tXt1 T "O1j. L
Side L ^r.4 t R:: 0_ 142,01- R: ""
Rear IS.- I c-4
Building Height
Bldg.Square Footage 386 % 3o6'
Open Space Footage arcJR S4 % _ .....
(Lot a minus bldg i).,e,4 ,aa1
parking)
ft of Parking Spaces - -
Fill:(volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 4) DONT KNOW Q YES Q
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO Q DONT KNOW Q YES Q
IF YES: enter Book Page and/or Document M
B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW Q YES Q
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained Q , Date issued:
C. Do any signs exist on the property? YES O NO
IF YES, describe size, type and location: .. . .
D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO
IF YES, describe size, type and location:
E. NMI the construction activity disturb(clearing,grading, excavation,or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YE` Q NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
SECTIONS-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor, Not Applicable l7
Name of License Holder_4Ar1^usj F L CS- {v 6; 15
License Number
C ,p, ` S� ' ?e5 0.,N-. 4k_o_1_ l 1 11 La 01
Address G
AddExpiration ate
n- (LQHH
Si• ore Telephone
Home Improvement CoptrectoC Net Applicable ❑
CiAr
Compan Name �/p� Registration Number
i.9�r-1
' ' f�
Address 1 i / es Expiration Date
(� /y'"1 Telephone i q i f�f f
V
? h
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(8))
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...... ❑
11.- Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) 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 10838.1.
Definition of Homeowner: Person(s)who own a parcel of land on which ho/she resides or intends to reside,on which there
is,oris 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 ad such work performed under the building permit-
As acting Construction Supervisor your presence on the job site will he 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
City of Northampton 212 Main Street, Northampton, MA 01060
Solid Waste Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as
a condition of the building permit all debris resulting from the construction
activity governed by this Building Permit shall be disposed of in a properly
licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
Address of the work: (An , N - re,rs,r?
The debris will be transported by:
A 1 , -c1' A W wnaQ, SLs
The debris will be received by: /c{-�J \,r,Q._ `gPa
Building permit number:
Name of Fermi s pplicant ;,\L" _ ._, - c
Date Signature of Permit Applicant
The Commonwealth of Massachusetts
ate Department of Industrial Accidents
71NI=. Office of Investigations
Er!1 1 Congress Street,Suite 100
°
- Boston,MA 02114-2017
.„‘,0 www.mass.gov/dia
Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
r, c I): � r..r
Address: e
NNameaustness/OrsWtiZation/lndividua �lQ� j
City/State/Zip: 4. .it3¢ _._ Phone#: '4t c}i •
Are you an employer? Check the appropriate box: Type of project(required):
I.0 I am a employer with 4. ❑ I am a general contractor and I
employees(full and/or part-time).* have hired the sub-contractors 6. ®New construction
2.❑ I am a sok proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have g, ❑ Demolition
working for me in any capacity. employees and have workers'
9D Building addition
[No workers' comp. insurance cramp. insurance.:required.] 5- '"7 We are a corporation and its 10.0 Electrical repairs or additions
3.0 am a homeowner doing all work officers have exercised their I I,0 Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MOL 12.0 Roof repairs
insurance required.] c. 152, §1(4).and we have no
employees. [No workers' 13.0 Other
comp.insurance required] _
`Any applicant That checks box G I must also fill out the section below showing their workers'compensation policy intbnnation.
'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 state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers comp policy number.
t am an employer that is providing workers'compensation insurance for my employees. Below is me policy and job site
information.
Insurance Company Name:
Policy#or Self-ins. Lie. #: Expiration Date:
lob 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 MOI.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 da hereby certify u •'r the pain ,;,;,penalties of perjury that the information provided above is true and correct.
Sisattire: �a li L Dale'
IJ_I .
,.I_ ° _
Phone It: gg
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#:
DATE 06)03/16 PAGE I
REO.QUOTE DATE 1 / ORDER#
I ORDER DATE , QUOTE# 16060512B
cmat,
I DELIVERY DATE 1/ CUSTOMER ACCT I FEKEDEF 1
DATE OF INVOICE / rnCUSTOMER PO# I
q ORDERED BY David Fagnand INVOICE#
UFP BelchertoWn, LLC ____ ____ TERMS
165 Bay Road,PD Box 945.Belchenown.MA.Di 007 SUPERINTENDENT Davie Fagnand SALES REP . . Brian Tetreaur,
Phone:4:3.32.37247 Fax 413-323-5257 JOBSITE PHONE k l4+. 527-2693 SALES AREA Massachusetts/
Fleury Lumber JOB NAME:Dalhaus LOU SUBDIV:
231 Main Street PO Box 289 MODEL:9 TAG: JOB CATEGORY: Residemiat
Easthampton,MA 01027 DELIVERY INSTRUCTIONS;
(413)52'1-2693
:. Dalhaus _ _..
i" SPECIAL INSTRUCTIONS:
I;-Northampton,MA
BY DATE
BUILDING DEPARTMENTI OVERHANG INFO HELL HEIGHT coos aC T RBC.LAYOUTS REO.ENGINEERING QUOTE JPK 06/03/16
Rdaf Trusses END CUT RETURN --L LAYOUT / I
i GABLESTUDS 24iN.00L JOBS JOOSTE 1 CUTTING JPK /1S
ROOF TRUSSESOADINGiONrcrcoL0ssea
acoL 1REss5cx ROOF TRUSS SPACING:24,0IN_O.C. (TYP.)
INFORMATPROFILE Ion' PITCH I
TYPE BASE 0/A I LUMBER,OVERHANG CANTILEVER STUB UNIT TOTAL
f(PLY 1 ID SPAN SPAN MP1SOT I 'LEFT 1 R{CHT LEFT ( RIGHT PRICE PRICE
T ATTIC
4 \ 11 1200 300 AI 16.00-001800A0 2 X,62 Xe 3440-00 Ot-D300 '
GABLE
AL, 2 1200 0.00 A1GE 10-00-00 16.0000 2 X 6 2 X e 01.00 OD 01-00-00
ROOF SUB-TOTAL:
ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL
PURCHASER:
BY'. TITLE'.
BY ADDRESS
TITLE
DATE OFACCEPTANCE PHONE: DATE ( GRAND TOTAL _I
Quote is based on current design values at the time of quote(lumber,EWP,hardware,etc). _J
Should any of these values change prior to completion of this project. I;F P Belchertmwn,I.LC
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;ndividual truss drawings are inducted in the pricing_
Sealed layouts,stamped bracing diagrams are NOT included BUT can be provided for an additional charge.
lob 'Trim -Truss Type.. Ola Ply Ceihaus
60605128 AlIATTIC 11
Universal Foreel Products - Job Refe440 a rence rC32010 M <
Pun.OJptel ex OI fK?6 mt-]294672D F5i13664w ESSCCPnc 9HOQBSJiJFFri Jun 03 iO 2016PageS5-0Jp1eIxF!IX]1 -1-1 msfz9zFk2DgF516-0-C 557-0-0 9H0i]BSJUFPieJc1y8z9zCA
900 2-10-4 -6-10 1O0 9 5 3.812 2604 O-0-0
1po z-1d�4 as-tz 1-5-0 +su - 3s1z
z-1a4 1-0d
5
Scale51-40.
4 6
W2
12 i3 e
1200 12
Ti T1
ar
gy
3 0 #3OLL
Wj_ 100.0
WI
.20
m 2 0 _ 48
d 91 �" 9 m
• g To
• 2'10'4 13.1-12 16-0-0
2-10-4 103'0 2.10-4
Plate Offsets(X V) [2.071-13,G1-13] [5 0 3 0 Edge](8:0-113.0-1-13]
LOADING(psf) - _ -
SPACING- 2-0-0 in
TCLL 4C-a TO OEFL. floc) 11tlefl Ud PLATES GRIP
!Roof Snovn40.0) Plate Grip DOL 1.15 TC 0.82 vertlL) -0.4210-11 >454 240 MT20 197/144
ram 1C0 Lumber DOL 1.15 BC 0.85 Ven(TL) -0.6410-11 >297 180
BOOL p0 Rep Stress Inm YES WB 0.20 H0rz(TL) 0.02 8 n/0 n/a
BL 10.0 Code IRC2009/TPI2007 (Matrix) WindN_) 0.081(-11 >999 360 Weight:85 lb FT=4%
LUMBER- - BRACING-
10P
RACING1 OP CHORD 2e6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins_
BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF Not MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=1417103.8 (min.0-2-4),8=1417/0-3-8 ann.0-2-4)
Max Horz 2=248(LC 7)
Max Uplltt2=93(LC 8),8=-93(LC 9)
FORCES. nth-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-371707)128,3-12=-1014/209,4-12=774/241.4-5-531392,56=53/392.643=774/241,
7-13=-1014/209.7-8=-1707/128
POT CHORD 2.11=11/863.10-11=-10/866,8-10=10/863
WEBS 4-6-1349/425,3-11=-7/793.7-10=-7/793
NOTES-
1)
OTES1)Wind-ASCE 7-05;100mph;TCDl=5.Opsf:BCDL=5 Opsf;h2248;Cat.II',Exp C;enclosed:MY/FRS(low-rise)and C-C Exterior(2)zone;
cantilever left and right exposed:C-C for members and forces 8 MW FRS for reactions shown Lumber IDOL=1.60 plate grip DOL=1 60
2)TCLL.ASCE 7-05;PI-40.0 psf(flat OOf snow);Category II;Exp C:Partally Exp..Cts 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 12.0 pst or 2 CO times flat roof load of 40.0 psi 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.
01 Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6
7)Botlem chord live load(30.0 psi)and additional bottom chord dead loaf(0.0 psf)applied only to room. I0-11
8)STC24 USP connectors recommended to connect truss to bearing wails due to UPLIFT at It(s12 and 8.This connection is for uplift only
and does not consider lateral forces.
9)This truss is designed in accordance with the 2009 International Residential Code se_t ons R502-11.1 and R802.102 and referenced
standard ANSI/CPI 1.
10)"Semi-rigid pachbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
11)Attic room checked for 11360 deflection.
LOAD CASE(S) Standard
'lib Truss Truss Type. Ot/ Py Dawns
611605129 AIDE GABLE •
-
Jon Reference(optional)
brilVOISal ic,,es1P nqucls Hun: 0'/pi 620,5 P 540$Apr62015 MT.(Irvantes Inc.Fri coJun 15 2424 2010 Page
15 7ClptejxF K001 qtK. stz9zEfWOEdIMCk0N2Krc1 OIXOURMgMdb9AdiyrtLbUdz92C
-1-0-0 2-10-4 8-0-0 131-12 16-0-0 17-0-0
wL 210-4 5-1-12 5-1-12 2-10-4 10.0
6
Sale=I'44_
5 T
19 20 sw
12.00 12 92
9 4
5
Tiri
S 274or
9
ST2 5T2
SO STI
0 10 0
ti %- -e_. _..- _ Bl
01 • .. WNvvvir Axxxivt. [nTJJVVPX�VWJVy,M
IS 12 IS 5 a 13 12
2404 3.1-12 t60-0
2-104 103!1 2-10d
Plate Offsets($V)- [2:0-2-6,0-1-13],d10.0 2-6,0-1A1
LOADING(psi
SPACING- 2-0-0 OSI. DEFL. in
.CLI. 4C.0 Icci Edell LE PLATES GRIP
(Roof Snmv=40.00 Plate Grip DOL 1.15 IC 00 0904 Ved(LLI D. 11 nL 160 MT20 197)146
TOOL 10.6 Lumber DOL 1.15 BC 004 Vert(TL) 0.00 10 80
FOAL g,0 Rep Stress Incr YES WB 024 Horst)", 0.01 10 n/a n/a
BCDL 100 Code IRC2009'TP12007 (Matnxl Weight'.101 lb FT=4%
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPE No.2 BOT CHORD Rigid ceiling directly applied or I0-0-0oc bracing.
OI HERS 2.4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 16-0-0.
(Ib)- Max Horz2=250(LC 7,
Max Uplift All uplift 100 lb or less at joinps)10,16.18 14,14 except 2=109(LC 6) 17-t 14(LC 8). 13=-116(LC
9)
Max Gray All reactions 250 lb or less at Joints)15 17.18,13.12 except 2.274(5:2 121.10-2T4(LC 121.l6'314(LC
2).14=314(LC 3)
FORCES. (ibl.Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TGP CHORD 2-3=-267/156
1VEBS 5-16=273/139,7-14=273/139
nous
q W Fal ASCE 7-05;100mph:TCUL=5 Opsf;BCDL=5.0psf,h=24H;Cat.It Exp CI enclosed;MVJFRS(law-rise)ano C-C Exterior(2)zone;
cantileve'left and right exposed:C-C for members and forces f.M W FRS for reactions shown:Lumber DCL=L60 plate grip DOL0.60
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)TCI!:ASCE 7051 P1=40.0 psf(flat roof snow);Category II;Exp C.Partially Exp.,C-^.1
4)Unbalanced snow loads have been considered for this design.
5)This buss has been designed for greater of min roof live load of 12.0 pst or 2.00 tunes flat root load of 40.D psi on overhangs
non-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 pst bottom chord live lead nonconcunent wit,any other jive'cads_
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 b uplift at(01n11s)10 16.18.14,12
except(t=1b)2=109,1]=114,13=116.
10)This truss ie designed in accordance with the 2009 lnternationel Residential Code sections 8502.11 1 and 8802.10.2 and referenced
standard ANSI/TPI 1.
I I)'Semi-rigid piMhbreaks includ ng heels"Member end fixity model was used In The analysis and design of this truss.
12)Attic room checked for L360 deflection.
LOAD CASE(S) Standard