37-041 (3) 22 OLD WILSON RD BP-2021-1050
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:37-041 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: renovation BUILDING PERMIT
Permit# BP-2021-1050
Project# JS-2021-001786
Est.Cost: $110000.00
Fee:$715.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: GABRIEL LAPOLLO 088071
Lot Size(sq.ft.): 91476.00 Owner: YEOMANS JILL
Zoning: Applicant: GABRIEL LAPOLLO
AT: 22 OLD WILSON RD
Applicant Address: Phone: Insurance:
189 BIRNAM RD (413) 768-7277 SOLE PROPRIETOR
NORTHFIELDMA01360 ISSUED ON:3/25/2021 0:00:00
TO PERFORM THE FOLLOWING WORK:KITCH & BATH RENO, RENO PORCH
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 N i RTH. MPTOOT U ' 4. VIOLATION OF
ANY OF ITS RULES AND REGULATIONS. ,
I
Certificate of Occupancy Signature.
FeeType: Date Paid: Amount:
Building 3/25/2021 0:00:00 $715.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
Th CorOmonwealth of Massachusetts
MAR 2 3 2Tipard f Building Regulations and Standards FOR
VW ' Massa husetts State Building Code, 780 CMR MUNICIPALITY
C USE
.0:01,ding.lsailifiC #ication To Construct, Repair, Renovate Or Demolish a Revised Mar 2011
- ,_ v One-or Two-Family Dwelling
SS// This Sectionre For Official Use Only
Buildin Permit Number: Ir 1,- 0 - 6 Date Applied:
irJ�oS Z5 ZOai
l cui� 5 1Z2 3
Building Official(Print Name) Signature Date
SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map& Parcel Numbers
ZZ. ot,4 w►LSo'J Rom 37 - oil i - oc)1
1.1 a Is this an accepted street?yes no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions: ,
/71Z- 1 lJJc(, l0 f:5100 100
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: iii
Public 0 Private 0 Zone: Outside Flood Zone?
_ Municipal 0 On site disposal system 0
Check if yesCY
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:,
> nt4-t LecJS, /44 °ta 5-3
Name(Print) City, State,ZIP /_
c: f. e''^Ac c Ss $3 2 •s7 s• •G. 4&, • �1ouS-4KjYD A-f rl4,0,^
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) $l Addition 0
Demolition 11. Accessory Bldg. 0 Number of Units Other 0 Specify:
Brief Description of Proposed Work': REMo Y S> ionl oAL WM.t.. W V„,c'StmE. .1 • noat.,
S,jcaJA -3 4bSIP•kt 3 Vieth—- • D€no Z"" FC.ca1L IX/N- ti M Pt3\1A 1n1aVsttd-
NZiJ Ftnvs. f Tu. . . Nf�•1 i 9 M.c. GTAC.t.01 f PA1.Tt-• APE.w fit_
ftI1v4AA - IN4varc A+v4 14V.At.tPILL aiset
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1. Building $ 8 2 ,Op o 1. Building Permit Fee: $ Indicate how fee is determined:
0 Standard City/Town Application Fee
2. Electrical $ g c S 0 Total Project Cost'(Item 6)x multiplier x
3. Plumbing $ 1 i $(.,° 2. Other Fees: $
4. Mechanical (HVAC) $ to 000 List:
I
5. Mechanical (Fire $
Suppression) Total All Fees: ii
000
Check No. Check Amount: � ash Amount:
6.Total Project Cost: $ /0 ❑Paid in Full ❑Outstandin Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 6(J gon
GAz4Z4s _ LAPO`ID License Number Expiration D e
Name of CSL Holder
E54\ -B414APvh List CSL Type(see below)
No.and Street Type Description
AVM1^ , A O ,-5 f b U Unrestricted(Buildings up to 35,000 Cu.ft.)
GI�J ,,`f t �O R Restricted 1&2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
LW 76t 12.n GLAPo LLDf le(M N L-•W M I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) ZO l Z co o 31 1 a`L3
( j..,e,Po[I o 'Ks/you i bi'V C,oN z &. HIC Registration Number Expiration Date
HIC ompany Name or HIC Registrant Name
C,L1?o 110 77 �i.•c-��.
No.and Street Email address
City/Town,State,ZIP Telephone
SECTION 6: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 0 No...........❑
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize (zPaIR,Ira.— k�D
to act on my behalf,in all matters relative to work authorized by this building permit application.
S 3/ 5 /z/
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION
By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
GZ¢. L.PPotln 093)2. \ Z�
Print Owner's or Authorized Agent's Name(Electronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps
2. When substantial work is planned,provide the information below:
Total floor area(sq. ft.) ZG 9 5 (including garage,finished basement/attics,decks or porch)
Gross living area(sq. ft.) Habitable room count 1i}-
Number of fireplaces i Number of bedrooms 5
Number of bathrooms a, I Number of half/baths I
Type of heating system {iy0er . L ses:,hc0 Number of decks/porches Z.
Type of cooling system 1Jo04V... Enclosed I Open '
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
City of Northampton
Sys...:.^- sc
••'t" Massachusetts ��? r- '
f � DEPARTMENT OF BUILDING INSPECTIONS ti
212 Main Street • Municipal Building Jdf oci
Northampton, MA 01060 '41., .�,:)'''
CONSTRUCTION DEBRIS AFFIDAVIT
(FOR ALL DEMOLITION AND RENOVATION PROJECTS)
In accordance of the provisions of MGL c 40, S54, a condition of Building Permit
Number is that all debris resulting from this work shall be disposed of in a
properly licensed waste disposal facility, as defined by MGL c 111, S 150A.
The debris will be disposed of in:
Location of Facility: PLt- V \ e(...,yc,(.,i0(. 2.3i( fAKpsM -pski Ito crY‘NA,
The debris will be transported by:
Name of Hauler: L..b 3 (c ,pl,,(.- C' �
-"A- )
Signature of Applicant: 7 Date: C5', ?�1Ll
Northampton,MA:Assessor Database: 3/17/21, 7:47 PM
Northampton, MA : Assessor Databa<
Property Search:
Parcel ID: Owner Name: Street Number: Street Name:
22 OLD WILSON RD
Search Reset
Property Detail:
Parcel ID: Card: Street Name: Street Number: Zoning: State Class: Acres: Plot:
37 -041-001 1 OLD WILSON RD 22 Sineie Family Residence 2.10
Owner Information: Propti:;._ images:
Owner Name: LEBIECKI KAREN M&LYNN M REUVERS Picture:
Owner 2 Name: THOMAS A LEBIECKI&LISA M LEBIECKi
Owner 3 Name: `e --- ---
Street 1: 22 OLD WILSON RD " = t
City: FLORENCE
State: MA —
Zip: 01062 . _';
Dwelling Information:
Style: COLONIAL/GAMBREL
Year Built: 1920
Fxterior Walls:
Story Height: 2.0
Attic: NONE
Basement: FULL Sketch:
Bsmt Gar Spaces: 0
Total Living Area: 2698
Total Living Area Minus FBLA: 2698
Finished Basement Area: 0
Rec Room: 0
Heating System: OIL/HOT WATER
Central Air: No
Fireplaces: 0
Rooms: 8
Bedrooms: 5
Full Baths: 2
Half Baths: 1
Valuation:
Appraised Land: $87,900.00
http:/jnorthampton.ias-cit.com/parcel.detail.php?id=37%20-041-00101 Page 1 of 2
MORTGAGE LOAN INSPECTION
ROP°
44115
o+9
,3483
v
cS5
2 S7ORY W/F
U
GARAGE
LOCUS REFERENCE
BOOK 11607
8283f PLAN BOOK 38P AC.AGE E72 46
SUB.ECT 70 A COMMON MON r M WAY AND
SUB,ECT TO AN EASEMENT CONCERNING USE CC
'THE MILK HOUSE MEN DRAIN",AS APPLICABLE40
N µ
212 2 T'+
TO: XXXXXXXXXXXXXXXXXXXXXXXXX
STEWART TITLE GUARANTY CO. OWNER' KAREN M. LEBIECKI, LYNN M. REUVERS,
AND: THOMAS A. LIBIECKI & LISA M. LIEBIECKI
I hereby report that the premises shown on this plan are LOCATION: 22 OLD WILSON ROAD
not located within a Flood Hazard Area as shown on the
Federal Emergency Management Agency's Flood NORTHAMPTON, MASSACHUSETTS
Insurance Rate Map,
Community No. 250167 — 0002A HOLMBERG & HOWE, INC.
Effective Date
APRIL 3, 1978 PROFESSIONAL LAND SURVEYORS
87 UNION STREET,EASTHAMPTON MA 01027-0945
I also report,to the best of my knowledge,information 37 DAMON POND ROAD,CHESTERFIELD MA 0 1 012-0 1 76
and belief,that this inspection plan shows the
improvement or improvements as located on the premises
described,that the improvements are entirely within lot ,.�...,� SCALE:
lines,and that there are no encroachments upon the ,' _ 1"= 60'
premises described by the improvement or improvements i •i
of any adjoining premises,except as noted.I further ;/ j „'
report that there are no easements of record affecting the .! i t DATE:
tract shown hereon,except as noted. 7 I MARCH 2, 2021
/
:� JOB NUMBER:
21-018
THIS PLAN IS FOR IDENTIFICATION PURPOSES ONLY AND DOES NOT CONSTITUTE A PROPERTY SURVEY.
AND IS NOT TO BE USED FOR CONSTRUCTION PLANNING OR LAYOUT.
The Commonwealth of:Ilas achusetts
lit =- Department of Industrial.-iccidents
_ ; 1 Congress Street.Suite 100
.+_'ala- Boston. MA 02114-201
:1l•., y www mass,gnv/dia
- 11 utters'( untpensation Insurance,tflidas it:Builders'('ontractory leclricianrdl'lunthers.
10 HE til.t:l)%S 1111 1 III rl:R1•II rf1:%G Al 1.110RI 11.
Applicant Information t Please Print I.eiibh e
Manic`,t Rlustnt's.()rgam/ution Ind it'dual h:: GI.. .Po 110 Wei...)OJ I's-C 0 t.J elm;��.Vl s.• �O/1� 1—.
Address: .18' Itc4Q t R A
CityrState/Zip: 1JC CI F 1 G'(.I (Vi{1/4. Ooj(I Phone #: y 13 - 7 6 8 - -?-Z 1/
Aire sea an mpI V!('herL the appruprtate Irma:
I,,pe of project(required)
I.3 I am a etitpIO% T udlt tnrpda+yecs OW and ut pest-tune I' 7. 0 ticts construction
2 0 I ant a soli proprietas or(tutorship and hate no t-ntplineocs working for nee in 8_ Rciutxleling
Ann c'ap:rtrtt'..INu utKLer, comp.insurance n:gwrtJ I
9. ❑ tktnuhtion
t.D I AM a Irmrttutteta all,lntt All IA LA a n.dI.)Nu northers'comp..rn,iurast a mowed"
100 Building addition
#.❑1 ant a lnntrwx fit nr and nil be Ylring cwrrattwy to toendttct all n of k.+n tiny pngrerty.. I»di
ar urc that all contractors eider hate porkers'cYlnnp►7t.:rte.+n nnut:tnse or are style I I LIesd'1rica1 rt.-pairs or additions
proprietors n dh no atrpla,tern►.
12.D Plumbing repairs or additions
ICI 1 am a traw"ral contractor and I Ln►c hind the sub-ccmtract.rrs listed on the attached sheer. 130 Roof repairs
I hex sub-ctntracktn Irate etnpluwet^%and hate notices'se,usp.etnutanca.:
14.0mei
6.0 N e an a corporation and its officers base et then tit ld tit c ttmptewn per Wit.c.
11,1 S Itil.and tit hate no employees.[Mu uur►ers'Lump.m.ln:11tee requind.I
°Ant applicant that chocks ben u I/tits/also hit minim scttrne h►l ast.h.,v.lny their uarLti s'eurnpt a.rtsatiorn policy infurtnalru .
*Winans nets who suttltttl this atli day it Iodinating dry are doting all work and then hue outside eetrdraesubmita Aida,.tom must suht Aida,.it indicating such.
*
+l ontrantots that tht'c'k this httt roust atta-heed an aniline al sheet shoat((!,'chic tl:rtoe'tot Ilk:.rttr-ttedractors:rad state vthelhcr ui not Ilk?.:tatlrttes Itu►+c
a-mp.6+1,4-1:,. It elw suh-c.nnrack'ss lease employees.tht-y must pros Mc their sae,rktn'contr.!Indies.nuernhcr
I am an employer er that is providing workers'compensation insurance for n{r employees. Below is the policy and job site
information.
Insurance('wt>pany 1liatne:
Policy#or Self-ins.Lie.N: Esptration IDA,:
Job Site Address: ("its State tip.
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGL c. 152,*2SA is a criminal violation punishable M a titre up to 51.5(III.0()
aud.'ur one-year imprisonment.as well as civil penalties in the fonts iota STOP WORK()RDER and a tine of up to S250.00 a
day against the violator_A copy of this statement may be forts aided to the Office of Investigations oldie DIA for insurance
coverage verification.
I do hereby cert r an er the pains and penahie s of perjttrr that the information provided ided above is true and correct.
Signature_ Date: 6S I ZA lz-
rhonc:.: L1%3 - 7G 8- 32.11
Official use only. Do not write in this area,to be completed by city or town Vidal.
City, or Town: I'ermit/Licease I
Issuing:authority (circle one):
I. Board of Health 2.Building Department 3.Cityfl' ws Clerk 4.Electric.!hmprtisr S.Mouthing Inspector
6.Other
('outset Person: Phone#:
0' ,• all height
2x8 ceiling joists
Wall to be removed
11•
•
STORAGE
•
r..._ .
..... A :••' ,--_ .
•
)Wall to beremoved ,_
•
: 7r- .
, k f. ''''''''''''')
.' . '2 ,
, •••••-- •• ....,..., :...
:.. ,
' 4 ) 1 .
may.
1
��,A
?. ' . ,
" ,
, , ,
. .
. '''Ii 1.17 mommillipmel
OATH
b
Kat Sty
t"A i ':
fie
11
t it IS** 13'-5"
i
Walt to be removed
t
_ Jos ,
'-5" ceiling height
CS Beam2020.1.0.2 22 Old Wilson Road 3-19-21
kmBeamEngine 2018.9.0.1 Northhampton Ma 11:56am
Materials Database 1572
1 of 1
Member Data
Description: Member Type:Beam Application:Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 11.0 PLF
Filename: 13ft 5 in 3p
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 10' 0.00" 6' 0.00" 35 15 Snow
Additional Tapered(PLF) Top 0' 0.00" 10' 0.00" 0 0 0 80 Live
10 0 0
0 0
10 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF#3/Stud 2x or4x End-Grain(650psi) N/A 1.500" 1709# —
2 10' 0.000" Wall SPF#3/Stud 2x or4x End-Grain(650psi) N/A 1.500" 1852# —
Maximum Load Case Reactions
Used for applying pont bads(or ine bads)to carrying members
Snow Dead
1 1065# 644#
2 1065# 787#
Design spans
10'1.750"
Product: 1-3/4x7-1/4 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0"oc
NOTE:Nails must be applied from both sides
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
Design assumes continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4517.'# 15028.'# 30% 5.01' Total Load D+S
Shear 1616.# 8317.# 19% 9.57' Total Load D+S
TL Deflection 0.2510" 0.5073" L/485 5.01' Total Load D+S
LL Deflection 0.1502" 0.3382" L/810 5' Total Load S
Control:TL Deflection
DOLs:Live=100%Snon=115%Roof=125%Wind=160%
Design assumes a repetitive member use increase in bending stress:4%
Al product names are trademarks of the respective owners Doug Hodgins
rk Miles Inc.
Copyright(C)2018 by Srrpson Strong-Te Company Inc.ALL RIGHTS RESERVED.
"Passng s defined as when the rrw,nrrer,fborpet,beam or grder,shown on the drawng meets appicabb design cetera for Loads,Loadng Conditions,and Spans bled on the sheet.The
CSBeam2020.1.0.2 22 Old Wilson Road 3-19-21
kmBeamEngmc2018.9.0.1 Northhampton Ma 11:50am
Materials Database 1572
1 of 1
Member Data
Description: Member Type:Beam Application: Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.1 PLF
Filename: 13ft 5 in 2p
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 13' 5.00" 13' 0.00" 30 10 Live
Additional Uniform(PSF) Top 0' 0.00" 13' 5.00" 13' 0.00" 0 10 Live
Additional Uniform(PLF) Top 0' 0.00" 13' 5.00" 0 56 Live
T
13 5 0
13 5 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 1.500" 4910# —
2 13' 5.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 1.500" 4910# —
Maximum Load Case Reactions
Used for applying point bads(or be bads)to carrying members
Live Dead
1 2645# 2266#
2 2645# 2266#
Design spans
13'6.750"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0"oc
NOTE:Nails must be applied from both sides
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
Design assumes continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 16649.'# 33189.'# 50% 6.71' Total Load D+L
Shear 4194.# 11845.# 35% 12.81' Total Load D+L
TL Deflection 0.3762" 0.6781" LJ432 6.71' Total Load D+L
LL Deflection 0.2026" 0.4521" L/803 6.71' Total Load L
Control:TL Deflection
DOLs: Live=100%Snovv=115%Roof=125%Wind=160%
Design assumes a repetitive member use increase in bending stress:4%
Al product names are trademarks of their respective owners
Doug Hodgins
rk Miles Inc.
Copyright(C)2018 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED.
"Passing e defined as wtren the member,fbor joist,beam or girder shown on the drawing resets appicabb design crtena for Loads,Loading Conditions,and Spans fisted on the sheet.The
CS Beam2020.1.0.2 22 Old Wilson Road 3-19-21
kmBeamEngme 2018.9.0.1 Northhampton Ma 11:48am
Materials Database 1572
1of1
Member Data
Description: Member Type:Beam Application:Fbor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 14.2 PLF
Filename:Beam1
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 13' 5.00" 13' 0.00" 30 10 Live
Additional Uniform(PSF) Top 0' 0.00" 13' 5.00" 13' 0.00" 0 10 Live
Additional Uniform(PLF) Top 0' 0.00" 13' 5.00" 0 56 Live
T T
/ /
13 5 0
al a
13 5 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF#3/Stud 2xor4x End-Grain(650psi) N/A 2.147" 4884# —
2 13' 5.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 2.147" 4884# —
Mwdmum Load Case Reactions
Used for applying pont bads(or ire bads)to canyng members
Live Dead
1 2645# 2239#
2 2645# 2239#
Design spans
13'6.750"
Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 3 rows of 16d common nails at 12.0"oc
Minimum 2.15"bearing required at bearing#1
Minimum 2.15"bearing required at bearing#2
Design assures continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 16559.'# 29034.'# 57% 6.71' Total Load D+L
Shear 4044.# 9310.# 43% -0.06' Total Load D+L
TL Deflection 0.3425" 0.6781" U475 6.71' Total Load D+L
LL Deflection 0.1855" 0.4521" L/877 6.71' Total Load L
Control: Positive Moment
DOLs:Live=100%Snovv=115%Roof=125%Wind=160%
Al product names are trademarks of thee-respective owners Doug Hodgins
rk Miles Inc.
Copyright(C)2018 by Snpson Strong-Tie Company Inc.ALL RIGHTS RESERVED.
"Passng a defned as when the member,fbor pat,beam or ,gider,shown on the:rawe g meets apptcab design criteria for Loads,Loadng Con. citrons.
tro ,and Spans tsted on the sheet.The
CS Beam 2020.1.0.2 22 Old Wilson Road 3-19-21
kmBeamEngnie2018.9.0.1 Northhampton Ma 11:57am
Materials Database 1572
Iof1
Member Data
Description: Member Type:Beam Application: Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 7.3 PLF
Filename: 10ft 3ply Be
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 10' 0.00" 6' 0.00" 35 15 Snow
Additional Tapered(PLF) Top 0' 0.00" 10' 0.00" 0 0 0 56 Live
/ /
8 0 0
O a
/
8 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 1.500" 1310# -
2 8' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 1.500" 1398# -
Maximum Load Case Reactions
Used for appfyng point bads(or he bads)to carryng members
Snow Dead
1 855# 454#
2 871# 528#
Design spans
8'1.750"
Product: 1-3/4x7-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0"oc
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
Design assumes continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2734.'# 9634.'# 28% 4.01' Total Load D+S
Shear 1162.# 5544.# 20% 7.67' Total Load D+S
TL Deflection 0.1469" 0.4073" U665 4.01' Total Load D+S
LL Deflection 0.0936" 0.2715" U999+ 4' Total Load S
Control:TL Deflection
DOLs:Live=100%Snovw115%Roof=125%Wind=160%
Al product names are trademarks of thei respective owners Doug Hodgins
rk Miles Inc.
Copyright(C)2018 bySirpson Strong-Tie Company Inc.ALL RIGHTS RESERVED.
"Passig is defned as when the narybar,floor joist,beam or gider,shown on the drawing meets appicable design criteria for Loads,Loading Conditions,and Spans lsted on this sheet.The