38B-229 (11) 65 FAIRVIEW AVE BP-2018-1331
GIS ft: COMMONWEALTH OF MASSACHUSETTS
Mav,Block: 38B-229 CITY OF NORTHAMPTON
Lot:.001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Cateeorv,renovation BUILDING PERMIT
Permit# BP-2018-1331
Proiect9 JS-2018-002358
Est Cost$179826.0
Fee:$1170.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: WRIGHT BUILDERS 106505
Lot Size(sa.ft.): 20952.36 Owner: LASH ELEANOR
zonina,URB(100)/ Applicant. WRIGHT BUILDERS
AT. 65 FAIRVIEW AVE
AanlicantAddress: Phone: Insurance:
48 Bates St (413)586-8287 (116) Workers Co=ensation
NORTHAMPTON MA01 060 ISSUED ON:6/18/2018 0:00:00
TO PERFORM THE FOLLOWING WORK:INTERIOR RENOVATIONS, ROOFING AND NEW
8X13 DECK
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 i! 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 sinnature:
FeeTvpe: Date Paid: Amount:
Building 6/18/20180:00:00 $1170.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck-Building Commissioner
File k BP-2018-1331 // U a
APPLICANT/CONTACT PERSON WRIGI) BUILDERS Y`" PI/1pvey�
ADDRESS/PHONE 48 Bates St NORTH, MPTON (413)586-8287(116)
PROPERTY LOCATION 65 FAIRVIEW AVE
MAP 38B PARCEL 229 001 ZONE URB(100)
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Tyreof Construction: INTERIOR RENOVATIONS R MG A EW 8X13 DECK
New Construction
Non Structural interior renovations
Addition to Existing
Accesso Structure
Building Plans Included:
Owner/Statement or License 106505
3 sets of Plans/Plot Plan
THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF99MATION 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 Stmon Water Management
tol ion Delay
Si uildingO tcia Date
Note: Issuance of a Zonin 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.
RECEIVED
City of Northampton
Building Departir lent JUN ) 2
212 Main Stre t
Room 100 DraT or euu DING i
Northampton, MA 1060 rvoa-Hnv'lov.
phone 413-587-1240 Fax 413-587-1272 ' ,
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 COMPletea by office
/ G ye �Vl hat J6- . Map_ ._, Lot�1� Unit
M tY Zona Overlay District
Elm St.District CS District
SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT
2.11 Ovmer oI'1 Record: /
1 On&4Qv1% f 0e,cx4 o`' LA S �1 Ah' Fain✓iuJ St. ,Nor-A!t hit N#
Neme(Print) Current Mels g Addesa:
hoz- Wil- yotF3 favg- W3-Z' 7n
>124 t I Telephone
Sgnelure
2.2 oui
( 1 c I yQ �i°1Ucnt1�
Naa(Pdm) Currier Melling ACEress:
9
DSU! y/3-q(D3-$�28
9'g-. V Tebphone /
SECTION 7-ESTIMATED CONSTRUCTIDN COSTS 196 x 6.Jrr---".r1 #'r pDO. = �' 7 b •'�
gem Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building '3 l 1.f/�3 (a)Building Permit Fee
2. Electrical �J �. / (b)�aTotal6lof
sm
3. Plumbing > Building Permit Fee
4. Mechanical(HVAC) �.I i �' 41, 170
5.Fire Protection 11
6. Total=(1 +2+3+4♦5) Check Number
This Section For OlNeial Use Only
Dais
Building Permit Number. Issued:
Sigr9du
Bils9rg selvage DNA
EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR)
Section 4. ZONING All Information Must lie Completed. Permit Can as Denied We To Incomplete Information
Existing Proposed Required by Zoning
This Morris.U)tafinod III by
SP >0' I—C)"
1,Dt
Frontage J
Setbacks Front
Silk LOdRi tYl, L.
Row-
Buflifing Height
17,tj Ll Bldg.Square Footage
%
Open Space Footage %
"mm*mmurb1dg&Pmod
Park=)
#of Puking Spacias
IBLI
&art,
—avnlFBI:
A. Has a Special Permit/Variance/Find in ever been issued for/cm the site?
NO 0 DONT MOA YES 0
IF YES, date issued
IF YES: Was the permit recorded at the Regishry,of Deeds?
NO 0 WIT MDW 0 YES 0
IF YER enter Book Page; and/or Dcourrientilf
S. Does the site contain a brook, body of water or wetlands? KID Dow MOW 0 YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained 0 Obtained 0 Date issued:
C. Do any signs mist on the property? YM 0 NO
IF YES, clearrithe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NOV
IF YErA describe sin, type and location:
E. WE the construction ad"disturb(clearing,grading.ax
yrinstion or filling)over I acres or is it part of a contrition plain
that will disturb cost,I scre? YES O NO
P
IF YES,thien a Northampton Storm Water Management Petri from the DPW is required.
SE 5-D CRIPTIO ROPOSEDW hmk all applicabl
Nev,House ❑ Addition ❑ Replacement Windows Altarationts) Roofing
Or Donn ❑
Accessory Bldg. El Demolition
❑ New Signs 10] De"sks "[qir Siding[0] OUrer[U
workief Description of Proposed E NT6'F'/U(� �N DJhn o rJS ,. R�-on-Pi' N(ryylC NF?� gt K 13, w-y
Alteration of existing bedroom/�1�j�(�1Y s (_No Adding new bedroom_Yes X No G9�e�e��
PansAttached Roll -Sheet ��(yd DtRarwvatlng unfinished basement Yes _,�No Sp"
Ga.If Newhouse and or addition tD existing housing.complete the following:
a. Use of building:One Family Tvro Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is Mere a garage attached?
tl. Proposed Square footage of new constmctlon. Dim ons
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 mnsWction wtihin 10D ft of ands?_Ves _No. Is construction within 100 yr. floodplain_Vas No
I. Depth of basement o at floor below finished Breda
k. Will buildi form to the Building and Zoning regulations? Yes_No.
I. Se ank_ City Sewer_ Private well_ City water Supply
SECT1ON Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, G� Q 5 w r Cl -1Gx�"fl.�aa. 41 as Owner of the subject
property '1
hereby authorize Vj ldi r'
on my be
Slgnaha i ely 1 matters relative to work authorized by MIs building permit application.
Wreo(Ovmw �� Date /
1wn h-� l asa
t tledere Mat Me statements and in tion the foregoing application are true and accimate,to the=-.f ge
Sigurd the palm;and penalties 9f pww'y
Yl 6111 CG LfAcoot
/8
q a Age M1 D
SECTION a-CONSTRUCTION SERVICES
11,11 Licensed Con. 'onm�i =, L4, Not Applicable ❑
N of Lke xId 1n ^w� 1/ JO � <
License Number
Ad _ nn Evinstion Deta
re Tel e
9.Rwlabrad Homa tmdroyement Contractor. Not Applicable ❑
Whiff 1;'Vl(lbws6I Sib
Company Nam Registration Number
`fR B 5rr. (01W I '
Address E)q)imWn Date
Telephone Y13'M —0p ,
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L c.152,¢2tiC(Bff
Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this al0davit will result
in the denial of the issuance of the building permit
Signed Affidavit Attached Yes....... No...... ❑
The Commonwealth ofMassachuseds
Department of Industrial Accidents
I Congress Street,Suite 100
Boston,MA 02114-2017
wwmat"s.gov/dia
Wil.rken'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.
TO BE FH.ED WITH THE PERMrrrING AUTHORITY.
Applicant Information Please Print L §bl
Name(Business/Organonnonandividual):
/l
Address: l g 4A115S ST
City/State/Zip V0 F/hr kVk f�t! O D(cD Phone#: ��°�� S g 7
Arcy.a u wplormT chat Ne WpraP�•d hoz: Type of project(required):
1.�1.m.�brer wins cmployaz(fuu�mpan-true).' 7. Neu,construction
2.❑t®.sole Tgdi mparmvahipadh wweaWoyeawwkivg form in 8. ��q,rcmodeling
anY c+Wci4'.INo work.'camp.i.m®m regidred]
3.❑Iwehomeowoer doiaB.ilwmkory.eV.lno wmtr.s'maq.ieammce requirMlt 9. Demolition
e.❑I®ahomevwnm.aawiutohviogc.tranoam.ot,azwwmkmmy prapaty. twin 10❑Building addition
mam<t,a.E conmcmr.eiWerhave wad�na'compmutm ivaivaeamae sole 11.❑Electrical repave.additions
.�.pp pmpdean wit,no mptoY— 12.E]Northing repairs or additions
5{](1 t®.,cometw usoW sed l have hhd t,e aulcouavama WW®the mached shed 13.❑Rauf repairs
'0 lheee sobmotracton leve,.playas aad hive wmkm'rump.ioem®ce.T
6.E]We are aco,p and is o5acan lent cxwiwd t right ofexemptw per MGL c. 14.00ther
152,§I(4),ed we have.mwloyea,pdo wad co'comp.imnmamgwr 1
•Any app5r.tthat chxlabozpl.ut ebo 511 run t,e sectwbelow ehowagt,m wmkm'co�msai.fancyiutm m
t Homwwoeswho mb®t t,u e6davit adicetoB t,ry am doing a0 cool avdt,m hirt aumde c.aacmn mins cub®t a vrn effidwitadicetivg a.rh
1C®lett..Wa chxktltia lwa®al tlached®eddit..l e4.et ehawmg t,emme of We eobraetractma end arum wbeWn wool t,ase mtt®lava
.play,.. Vt,e rub-cwtraclme l.rse+�byeea,t,ry mmpmvidc their wmkm'm�.po5ryn®tom.
Iam an employer that is providing workers'compensation insure mce for my employees. Below is the policy andjob site
information.
hisurauce Company Name: 1-
Policy#or Self-ins.Lic.#:yyM ac i, D D Expiration Date: 3
Job Site Address: 6; City/State/Zip:N0 Pt*A At ftN./ ok-
Attach a copy of the workers'compensation policy declaration page(showing the paltry number and expiration date).
Failure to senor wvemge as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00
and/or one-year imprisonment,as well as civil penalties m the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby cart fy�an1der t�heepsaahm�and pen ahzes ofperlury that the information provided above is due and correct
Signature, F4.1`f w W" L§i Date- G113/1%
Phone# ck(?— 57L- n-n
O&dd use only. Do not write los this ova,as be wnrydted by city or town o,Qfdai
City or Town: Permitai u#
Issuing Authority(circle one):
1.Board of Health 2,Building Department 3.Clty/fmm Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
ACII CERTIFICATE OF LIABILITY INSURANCE °ATE,MMNDMYY)
03122/2018
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY MEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORMED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,Ne pollcy(les)must have ADDITIONAL INSURED provisions or be endoreed.
If SUBROGATION IS WAIVED,subject to the farms and conditions of Ne policy,certaln Policies may require an endoreamenL A Statement on
this DertlBcate does not confer rights to the certMcate holder In lieu of such andomement(s).
PRODUCER NMEJenna ROd11gUB,CISR EIRe
WabberB Gunnell IMA
oxE (413)586-0111 d"XC xe: (613)586-6481
8 North King Street q�MS; jmdngue@webbarenCgunnall.mm
INSURENS)AFFORDING COVERAGE MAIC.
NoduspoWn MA 01060 INSORERA: Arbella Insurance Group 17000
INSURED INSURER B: A.LM.Mutual
Wright BuildsfS,Inc. INSURER C:
Ann,Jonathan Wright INSURER D:
48 Bates Street INSURER E:
Nouh.R,Wn MA 01060 INSURHI F:
COVERAGES CERTIFICATE NUMBER: Master 2019 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD
INDICATEO. NOTWITHSTANDINGANY REQUIREMENT,TERM OR CONDITION OFANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
/LTR TYPE OF INSURANCE POLICY NUMBER NMNYEFF IMO EO LIMITS
x 0°MMERCNLGENERALUMBLT' EACH OCCURRENCE 1 1'000'000
CIAIMS MADE O OCCUR PREMISES ba-un— 1 100,000
MEDEXP("marwear) 1 5,OD0
A 8500068268 01 03/0112019 PERSONAL M ADV INJURY S 1,01
G EN'L AGGREGATE LIMIT APPLIES PER GENERALAGGREGATE S 2'01
POLICY PEC LGC PRODUCTS DOMS 2.000,000
mHEN.. Employee Bereft f 1,000,000
AUTOMOBILE LABILITY C UUMNNEEDr SINGLE LIMIT $ 1.000.000
ANVAUTO BOOTY INJURY For Permnl $
A OWNED SCHEDULED 102001 03/012018 03/012019 BODILYINJURY(Pmameenh $
AUTOS ONLY AUT0.5
x VIREO NON-0WNEO PRCPERTV°AM f
AUTO.ONLY AUTOS oaV WremAeM
PIP-Basic f 8,000
X U....LIUM OCCUR EACH OCCURRENCE f 5'OOD'000
A EXCEN LUIS CLAIMaaADE 4600068266 03I01201t1 03N12019 AGGREGATE 1 5.000'000
OED X RETENTIONS 10-M 5
WORKERS COMPENSATION �/ PER mN�
AND EMPLOYERS'LIABILITY ^ arA UTE ER
nx 500,000
R orFic[o FISHe�cwo NFCUTIVE N NIA MCC20020005342018A 031012018 0310112019 EL'EaGRACCIOENT 5
sawn.."In NR) EL.DISEASE-FAEMPLOVEE f 500'000
I nennee„neer 1.000.000
DESCRIPTION OF OPERnnONS orlon E.L. CSE-POLICY LMIT s
DESCRIPTION°F°PEWIONSILOCATIONSIVE LES IAOOR°IN.MaU*n lRwmrlu SNed,I mryaMMEi a mm gyp—1.n uiron
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN
Informational Purposes Only ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORREO REPRESENTATIVE
lir_ -y,-JP'
JP'
01988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD
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: (oS I�N F^V ;eo A'y6 '11
The debris will be transported by: J Q 1 AND 06l�
The debris will be received by: V AIA� `1 N
Building permit number:
Name of Permit Applicant ( U P^ rf7tr i?nl1 Vb�
b�l��tg Ay` I�"Vyicu-A
IN h G- L pe-6
Date Signature of Permit Applicant
Commonwealth of Massachusetts
Division of Professional Licensure
Board of Building Regulations and Standards
Constrylctlbn Sopervisor
CS-106506 4pires: 1110112014
',,w C r
ANN MONtCALEMR
231 WeST MAVyii��EY
CNARIeMONfMA 61
//ll nYl s
Commissioner (,
construction
eal Sug
i�d °rany , P wfum onialnwsNaaddact /l
umie me[nsi ofencysad
Faytoa to Pay,'CW a
edkiona
SMpe SeCede Is raeaaFix Ilonfeil tlat aMss d"'ae�
te„
Cab(Wy}?V-2m Dwelt wlnra yy,BeV
Office of Consumer Affairs and Business Regulation-
10 Park Plaza- Suite 5170
Boston Massaefts 02116
Cc
Home Improvement Registration
RnpUGMeL 1ln�le
Type PdedermPOdm
r , Bpn: MOMS T,s 41=1
WRIGHT BUILDERS, INC.
Jonathan Wn'ght c
48 BATES STREET
Northampton, MA 01060
Update Addrew end ntnr.urd.Mertrweoo ehenBe.;
xw, a snaosry, ❑ Add— ❑ R-11 ❑ X-Ployoent ❑ Lod Cud.
�.�o we on o.vldf
O��COWerArtekak Ndos g,�.n,. Ltemr or ngletntbnvdW for bdirldW use only
HOW CONTRACTOR before the aspintlan dub. If Bound return to:
RoOdradMOVS35 Type: Office ofCoduer A&W and Boahtue Re{ufetlon
B Pdrme Cupondbn 1OPvkP -adb5170
Haebn, 116
MIGHT BUI
Jonadw Y d*d
48 BATES STREET
Natlumpbn,MA 01080 C at
r'
6/13/18
Lash Residence
65 Fairview Ave
Northampton, MA
Scope of Work:
Renovations included, but not limited to, remodeled Kitchen, (2) remodeled Bathrooms,
miscellaneous repairs/renovations to Bedrooms and Common Living Areas, upgraded electrical
service, removal of existing HVAC system and installation of new Air Source Heat Pumps for
heating and cooling, installation of ERV for fresh air intake, installation of new wood burning
stove, new exterior deck, and new 30-year architectural shingled roof.
a" e Jnr ins nh Rcvl c l-G-IR
is o s,.r i_a C<Painie 1 g - /� ""•` Y 1041" m
h alhmnetn %1, 1_- ;- _ . -�_ 1 or I
Member Data
p ort: Member Type:Beam Application: Floor
Wright#1 Top Lateral Bracing.Continuos
.__.. Bottom Lateral Bracing:Continuous
Standard Load: Moisture COnddbn:Dry Building Code.SBC
Live Load: 30 PLF Deflection Criteria L/360 live. Lr240 total
Dead Load'. 10 PLF Deck Connection:Nailed Member Waght: 18.1 PLF
Filename:Wright Lash
Oft Loads _
Type Trb, Oft, Dead
(Descrjttion) Side Begin End Width Start End Start EM CaleWry
Replacement Uniform(PSFF) Top 00.00" 14' 0.00" 5' 0.00" 30 10 Live
Additional Uniform(PSr7 TOP 0 0.00" 14' 0.00" 5' 000" 20 '.0 Live
Adddional UnrfOrm(PSF) TOP 0' 000" 14' 0.00" 15' 000" 40 10 Snow
Additional Unrfonn(PSF) Top 0' 0.00" 14' 000, 4' 0.00" 40 10 Snow
Additional Uniform(PSF) Top 0' 0.00" 14' 0.00" 4' 0.00' 10 10 Live
Additional Unrform PL To 0' 0.00" 14' 000" 80 15 Live
14 c o
O
1400
Bearings and Reactions
train Mile Gei GmAy
Location Type Material Length Required Reaction upas
1 0' 0000" Wall SPF#11#22xor4x Endtxain(1150psi) 3.500" 2.085" 8209# -
2 14' 0.000" Wall SPF#11#22xor4x Erie 1150psi) 3.500" 2.085" 8209#
Mardmum Load Case Reactions
�p sa,.emaa�=rfineie�+a�,em.
Lis Snow Dead
1 2509 51540i 2452
2 2509k 5154# 146M
Design spend
136750
Product: 1-3/4x11.7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Conuuecturembers with2 rails of 16d cormuon rate a1121"oc
NOTE:Nail m uslbe appred from both sides
Design assumes coutin nous bteal bracing abngthe tapchad.
Designassumes continuous bteal bracig abngthe botlomchord.
Albw ble Stress Design
Actual Allowable capa&Y Location Loading
Positive Moment 27835'# 38167.'# 72% r'- Total Load 0403 75(L+S)
Shear 7011# 136229 51% 13.1' Total Load D4075(L+S)
Max. Reaction 8209# 137814 59% 0' Total Load D+ 75(L+S)
TL Deflection 0.6290" 0.6781" L/258 - Total Load D+0.75(L+S)
LL Defledlon 0 4403" 0.4521' L/369 - Total Load 0 75(L+S)
Cano-a. L-Cene n
MJ L1w W%SlKKK115%RN 125%Wind=160%
@sgnasmmesareWettl memos use Inae %In Gentling5re44k
pwNu9an¢4a+wmsesre=mm�¢w.a�-sr¢c�
lint mmavmvon"+woWa^�m• mnoe6o mnrmxga.w�uS.=eu"nesmmaw wn,.....�.u, umw ..u�y.
rrya ,,4 11L,nh R�idcncr C.13-LS
u a xd�na� 6° Painiar h7c. 16 l(m1
Norrhmnptm.A>J I oil
Member Data
Description: Member Type:Beam Application:FIWI
Wrlght2 `- Top latera Brachg:Continuous
Bottom Latera Sraang'.Continuous
Standard Load'. Moisture Condition:Dry Building Code.SBC
Live Load: 40 PLF Deflection CrAeria: L/330 live, 0240 Ural
Dead Load. 10 PLF Deck Connection:Nailed MembaWeluft 96PLF
Fiianarne:Beam2
Other Loads
Type Trio. Other Wad
(Description) side Begin End Width start EM Start Ed Catagory
Pont(LES) Top 0 8.00" 8209 0 dva
Replacement Uneorm(PSF) Top 0' 0.00" 3' 0.00" 4' 0.00" 40 10 Snow
Additional Untorm(PSF) Top 0' 0.00" 3' 0.00" 4' 0.00" 10 10 Dve
Additional Untoen(PLF) Top 0' 000" 3' 000" 80 10 Live
Replacement Untoun(PSF) Top 0' 0.00" 3' 0.00" 5' 0.00" 30 10 Live
30J
Q
3JJ
Bearings and Reactions
hput Mh Gravity Gavty
Location Type Material Length Rquied Racoon "A
1 0' 0.000" Wall SPF 92 Tmbers EndG2in(715psq 3500 2.922" 7312# -
2 3' 0.000" Wall SPF#2 Tmbam End-Grain l5pea 3.500" 1.500" 1973#
Maximum Load Case Reactions
�+�nm*ew+m*me+mv M-.mem..
Lie Snow Wad
1 1721# 2050 1920
2 1781p 205{0 1920
Design sparre
2 6759
Product: 1.3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connectmembers w1M 2 rows oil 6d conarxxn naft at12A"oc
Design assumes corNnuous bleranxac'i g a"One top chord.
Design assumes continuous aunnibacig along the boltornchord.
Allowable Stress Design
Actual Allowable Capacity Locafion Loading
Positive Moment 3233.'# 13958.'# 23% 067 Total Load D*L
Shear 3415# 6317# 54% 023 Total Load D+L
Max. Reaction 7312# 8759# 83% 0' Total Load D+L
TL Deflection 00059' 0.1281" 0999+ 1 3Total Load D+L
-n'
LL Deflenkn 0.0056" 0.0854" U999t 37' Total Load
c von: nix a nn
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Member Data
Descri(adoht Member Type:Beam Applicabal'.Floor
Wright#3 Tap Latera'Brachg:Continuous
Botan Lateral Bracing'.Corrtnuous
Standard Load: Moisture Condition:Dry Building Code'. IBCIIRC
Live Load'. 40 PLF Deikction Crieria: U3601Ne. L240 total
Dead Lord'. 10 PLF Doak Correction:Naled Member WagM: 96PLF
Filename:WripM Lash
Other Loads
Type Trir. Wier Dead
(Descripti.) sitls Begin End Width Start End Start EM Category
Replacement Undonn(PSF, Top 00.00" 9' 0.00" 7' 0.00" 30 10 Live
Additional Uniorrn(PSF) Top 0' 0.00" 9' 0.00" 4' 000" 30 10 Dve
Additional Untoun(PSF) Tap 0' 0.00" 9' 0.00" 7' 0.00" 20 10 Line
Additional Undonn PS To 0' 0.00" 9' 0.00" 4' 0.00" 20 10 To
O 900
San
Bearings and Reactions
input Mn Gravityctib Gravity
Location Type material 350(YLengt815001, Reaction Ll-
1 0' 0.000" Wall Steel 3.500" 1.500" 3338# -
2 9' 0.000" Wall Steel 3.500" 1.500" 3338#
Maximum Load Case Reactions
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Lim � Dead
1 235501 9e3#
2 2355e 983#
Deargo spans
8'6759
Product: 13/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Conrectrtembere yr h 2.of i 6d cormar rats at 12.0"¢
Design assumes cortin mos lateral bracing along the tap chord.
Design assumes continuous lateral beating abng the botlorn chord.
Albwahle Stress Design
Ac WalAllCapacity Location LoadingMoment 7145 re 13958'# 51% 45 Total Load D+L
Shear 2720# 63170 43% 035' Total Load D+L
Max. Reaction 3338# 9187# 36% 0' Total Load D+L
TL Defection 0.1885" 04281" U545 4.5' Total Load D+L
LL Deflection 0.1330" 0.2854" L972 45' Total Load
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FDe.dLoad
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-"... Member Type:Beam Applicatim:Floor
Wright Top Lateral Bracing.Continuous
Bottom Lateral Bracing'.Continuous
o: Moisture Corcren Dry Buil ding Code:SBC
Live40 PLF Deflection Crtefia: L/350 Ill U240 total
10 PLF Deck Camsclim:Nalted Member Weight 9.6 PLF
Fil6name:Wright Lash
Other Loads
Type Thb. alter Mad
(Description) Side Begin End Width Start End Start End Category
Replacement Unlem(PSFL Top 0' 0-00" 6 7.00" T D 00" 30 10 Live
Additional Undorm(PSFF) Top 0' 0.00" 6' 7.00" 4' 0.00" 30 10 Live
Additional Untonn(PSF) Top 0' 0.00" 6' 7.00" T 0.00" 20 10 Live
Additional Unfonn PS Toe 0' 0.06" 6' 7.00" 4. 0.00" 20 10 Live
Q 690 Q
670
Bearings and Reactions
Input Min Gravity Gavity
Location Type Material Lergith Requied Reaction LkAft
1 0' 0.000" Wall Steel 3.500" 1500" 23%4 -
2 6' 7000" Wall Steel 3.500" 1.500" 2396#
Maximum Load Case Reactions
Lie Dead
1690# ?�
" 1690It 703Y
Design spans
6'1750'
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connectrrembers vdh 2 rains of 16dcomnon nate at1211"op
Design assumes corrtinuaa lateral bracig along gs topchord.
Design assumes confil laterzlbracig along the bottomchord.
Allowable Stress Design
AcWal Alloeable Capacity Location Leading
Positive Moment 3681.'# 13958.'# 28% 3.29' Total Load D+L
Shear 1778# 6317# 28% 575 Total Load D+L
Max. Reaction 2396# 91874 26% 0' Total Lead D+L
TL Deflection 0.0500" 0.3073" V999+ 3.29' Total Load D+L
_LL Del 0.0353" 0.2049" U999+ 3.29' _ Total Load I.
@nool Shear
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