17A-041 (4) BP-2023-0420
196 BRIDGE RD COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
17A-041-001 CITY OF NORTHAMPTON
Permit: Alts Renovations
Repair
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
BUILDING PERMIT
Permit# BP-2023-0420 PERMISSION IS HEREBY GRANTED TO:
Project# kitch/bath reno 2023 Contractor: License:
Est. Cost: 109000 JESSE MONTGOMERY CSL077410
Const.Class: Exp.Date: 12/01/2023
Use Group: Owner: LAURIE MATHERS JOSEPH &
Lot Size (sq.ft.)
Zoning: RI/URA Applicant: JCM HOME IMPROVEMENT
Applicant Address Phone: Insurance:
Pei uX 329 (413)374-2787
I EDS a44 0 nc2
ISSUED ON: 04/11/2023
TO PERFORM THE FOL L O WING WORK:
KITCHEN AND BATH RENO
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:
Final: Final: Final: Rough Frame:
Gas: Fire Department Driveway Final: Fireplace/Chimney:
Rough: Oil: Insulation:
Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Signature:
,f 6 >9 '
I1
Fees Paid: $709.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Office of the Building Commissioner
The Commonwealth of Massachusetts G ''~'�
Board of Building Regulations and Standards �p FOR
.: j Massachusetts State BuildingCode, 780 CMVIR R . M3NICIPALITY
f U8E
Building Permit Application To Construct,Repair,Renovate,'Or olish a ,evise5I Mar 2011
One-or Two-Family Dwelling ', n,,(;'in,;, 1
nn T��h�i jjSe ion For Official Use Only ?r tto-.
Building Permit Number: �j i2 q4 r ��1 Date A plied:
�tiia / l?o,s � Li. l i. Zoz3
Building Official(Print Name) Signature Date
SECTION 1:SITE INFORMATION
1.1 Property Addr ss: n ` 1.2 Assessors Map&Parcel Numbers
1.1 a Is this an accepted street?yes no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
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:
Public 0 Private CIZone: Outside Flood Zone? Municipal 0 On site disposal system 0
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'o Record:
L:a.rrie PIwt Ner5 R1 arcnc c ft14 010(o a
Name(Print) City,State,ZIP 1
i l.b °male. R d. 4,6-02x_'16.7(0 L4vrie.maht ®sun I ice a C 00-1
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) Alteration(s)% Addition 0
Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:
Brief Description of Proposed Work': ge mode( IA'14 he►� v,¶ 17 A// &VIII
II
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1.Building $ /0/� 9' 7 1. Building Permit Fee: $ Indicate how fee is determined:
2.Electrical $ ,4I / �0 0 Standard City/Town Application Fee
Of 0 Total Project Costa(Item 6)x multiplier x
3.Plumbing $ st f/00 0 2. Other Fees: $
4.Mechanical (HVAC) $ List:
5.Mechanical (Fire $
Suppression) Total All Fees:$ n
Check No.61P Check Amour /9 9 Cash Amount:
6.Total Project Cost: $ l0 q we 0 Paid in Full 0 Outstanding Balance Due:
City of Northampton
Massachusetts
DEP. NT OF BUILDING INSPECTIONS
212 Main Street • Municipal Buildingx'<..
Northampton, MA 01060
PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR NEW
1 & 2 FAMILY DWELLING, ADDITIONS, POOLS, DECKS, ACCESSORY STRUCTURES,
FENCES, GROUND MOUNTED SOLAR, ETC.
I. Building Permit Application signed by legal owner and filled out by owner or authorized agent.
2. One set of plans and specifications of proposed work. (Digital and hard copy)
3. Site plan with location of proposed structure(s) and set backs.
4. Construction Debris Affidavit filled out and signed by applicant.
5. Worker's Compensation Insurance Affidavit filled out and signed by applicant.
6. Contractors must supply a copy of CS License, HIC Registration and proof of Liability Insurance.
7. Energy Conservation Compliance Certificate (new/ replacement windows).
8. Home Owner's License Exemption Form filled out and signed by Homeowner(if applicable).
9. Note any Conservation and/or special permit requirements (if applicable). 10.
Driveway Permit (if applicable).
11. Proof of Water and Sewer entry fees paid (if applicable).
12. Trench Permit- public land by DPW/private land by Building Dept.
13. Stretch Energy Code - all new construction will require a HERS Rater Affidavit to be submitted with permit
application before issuance of permit.
14. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton.
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 0771'i/0 / el 3
•Ses5e ndYikjckneelj License Number Expxp ration
Name of CSL Holder
SOUkh --. List CSL Type(see below) U
No.and Street Type Description
_O /�/�/� U Unrestricted(Buildings up to 35,000 cu.ft.)
W.'e (� ! ryRestricted 1&2 Family Dwelling
City/ ZIP M Masonry _
O( 0 3 C? RC Roofing Covering
WS Window and Siding
�^ ,�/ SF Solid Fuel Burning Appliances
Y!3 ?7Y-07u,Q 7 �1� oe hQ C `t " ,4* I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) ( II 1 ' o //
3 cse I L 4:::41)eel HIC Registration Number xpir ion Date
HIC Cp�`mpanyNc Regi Namek� it—k
tja. h Elm cNo.and S.trskt mail address
}4-(12 -e(d11 /t+9 0/038 qt3--37+(9181
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 ❑ No 0
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 Q.C$S-e 'FO 6YrtjarlefreV
to act on my behalf,in all matters relative to work authorized by this building permit application.
taw.w.t e ,M aA4 e►iz y/7/03
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.
�esse ova ov e� �f/ 't /PS
Print Owner's or Authorized Agen s Name(Electronic Signature) r 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.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of d ks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
CITY OF NORTHAMPTON
SETBACK PLAN
MAP: LOT:
LOT SIZE:
REAR LOT DIMENSION:
REAR YARD
SIDE YARD SIDE YARD
FRONT SETBACK
FRONTAGE
City of Northampton
C
_ fit Sy-, fMassachusetts 4.1
�A' rtt
DEPARTMENT OF BUILDING INSPECTIONS a
212 Main Street • Municipal Building J' tV
4 Northampton, MA 01060 11
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: V . \ l.el QJCJn5
The debris will be transported by:
Name of Hauler: Je$se `1 Or' 04/1 e. '1 _
Signature of Appli Date: 7 O-3
'' .. „ The Commonwealth of Massachusetts
,,,. .„
Department of Industrial.Accidents
I Congress Street,Suite 100
, Maill
fp-- Boston, MA 02114-2017
wwwmass.goWdia
- Workers Compensation Insurance Affidavit:BuilderVContractorsfEkciriciansiPlumhers.
TO BE FILED WITH THE PERMITTING AtITHORI l's.
Applicant Information Please Print Leti±i bl
Name I Business,Organintiori individual i: . .-Z.e. Nk()Y1473 Cro-Te''''j
Address: i Li •SC2L.A‘'N 5+.
.., . .
City,'State'7 i 1, 1.4z-b(2e14 rt,4 ex 0-744) none Li/7-3-1 LI.- 0.7 d7
t-—
An you an employ er?it heck the appropriate hot: Type of project(required):
i a 1 Wei a entploya with employves(full arnica part-tatict• i 7_ [J Nevi construction
20 I arn a sole proprietor or pa/mashy and have no cutkycrs working for mc in S. * Remodeling
any capacity_(No i ark comp.Litalaranea routurril.1
9. 0 Demolition
30 1 sen a hantett'arati d.rtng all mak myself.iNe.*mien,'tiltiv IntairlatV reaptattai.I
I 0 0 Building addition
4.0 t am a homeowner and wilt be hiring conttactors to conduct all work on nty property. 1 will
ensue that all contraetain tithet hoer%mien"t.-orapensautra insuramx et toe sole ' 1 1 a Electrical repairs or addition
pioprixuas pith no employees.
1 2.0 Plumbing repairs or additions
I am a uoscril eurnractor and I hare hind the sub-contracturs Listed on the attach...NI sheet.
130 ROW'rapairs
riis,,ab-iatniracturs have employ cea andra' ke*mires'comp.nusur.uace.:
14_0 Other
oji:j We art:a t'orpearzbula and its+Aileen have caettised they nght of europium per MCiL c.
l 52.,..t.I i t I.and we Lase no unploss.[No VelitterS'COIrlp.laStriMIX Tr4L111131.1
'Any applicant that checks boa al must atsu till out the section below Ammang their wurtices'compensation policy information,
+Burneowners who Saban]dos affalacqt tarl..atztry they are doing all work and then lairc crutsule contractors mint submit a new affulrtvit and such.
IC:warm:tors that check this boa must attached an additional sheet showing the name of the sub,vorstractors and state whelbct or not Chime taltaLltrt liatt.!
einployeu-s If thin sal^1.3431racteas hate eitipltr...eca,Ili mat pro.,;de then *4 ortcr;...vain p. It marrber
I urn an employer that is providing worAers'compensation insurance for My employees, Below is the polity and job site
infOrmation.
Insurance Company Name:. _
Policy#or Self-ins.Lk.4: Expiration Date:
Job Site Address: City`StateiZip:
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, §25A is a criminal violation punishabk by a tine up to SI,500_00
ardor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator„A.copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
1 do hereby certify under the ' sand re ' . o p riasy that the information provided above is true and correct_
_-
Date:
Official use only. Di,not write in this area.to be completed by city or town officiaL
City or Tow is: Permibticense 4
Issuing Authority(circle one):
I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
t'ontact Person: Phone Of:
•
City of Northampton
k Massachusetts m
a DEPARTMENT OF BUILDING INSPECTIONS an
'?: ;{
�"`° +� 212 Main Street • Municipal Building �'iti, =c$".
Northampton, MA 01060 P 1
HOMEOWNERS'EXEMPTION ELIGIBILITY AFFIDAVIT
I, (insert full legal name), born (insert month,
day, year),hereby depose and state the following:
1. I am seeking a building permit pursuant to the homeowners' exemption to the permit requirements of the
Massachusetts State Building Code, codified at 780 CMR 110.R5.1.3.1, in connection with a project or work on a
parcel of land to which I hold legal title.
2. I am not engaged in, and the project or work for which I am seeking the aforementioned homeowners'exemption,
does not involve the field erection of manufactured buildings constructed in accordance with 780 CMR 110.R3.
I
3. I qualify under the State Building Code's definition of"homeowner"as defined at 780 CMR 110.R5.1.2:
Person(s)who owns 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 dOtached 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.
4. I do not hold a valid Massachusetts construction supervision license and, except to the extent that I qualify for
and will abide by the Massachusetts State Building Code's requirements for the supervision of the project or work
on my parcel, I am not engaged in construction supervision in connection with any project or work involving
construction, reconstruction, alteration, repair, removal or demolition involving any activity regulated by any
provision of the Massachusetts State Building Code.
5. If I engage any other person or persons for hire in connection with the aforementioned project or work on my
parcel, I acknowledge that I am required to and will act as the supervisor for said project or work.
Signed under the pains and penalties of perjury on this day of ,20_.
(Signature)
jcm home improvement
po box 329
Leeds, MA 01053 US
jcmhome@comcast.net
Estimate
ADDRESS ESTIMATE 1022
Joe&Laurie Mathers DATE 03/20/2023
196 Bridge Rd. EXPIRATION DATE 03/31/2023
Florence,ma 01062 us
SERVICE DESCRIPTION QTY RATE AMOUNT
KITCHEN REMODEL DETAILED BELOW
Demo kitchen cabinets,floor,walls and ceiling.
Remove interior wall between kitchen and hall,staircase.
Install an engineered beam at location of walls removed to
carry/support second floor with supports carried through to
basement atop of foundation walls and or 8"poured footings
in concrete floor
Remove kitchen door,infill with framing then relocate door
position and frame new opening,install new entry door.
Install replacement window along rear wall .(bay style)
Jack floor system along kitchen to minimize settling/sagging.
(in some instances floor jacking will not eliminate all settling
issues and may need other leveling techniques in addition
to jacking)
Install partial wall along staircase and rework remaining
railing
Bring framing,wiring and insulation to code
Install new wall board,cabinets,tile,countertops and
flooring
Install new vanity,sink and faucet to first floor bathroom plus
replace toilet(owner to supply fixtures
Install 3 new interior doors with trim
New interior trim throughout
Prime/paint all walls,ceiling and trim work within work space
Include all plumbing corrections plus new work along with
the relocation of one radiator.(if heating to second floor
needs to be reconfigured it will be at the cost of the owner
TBD
Electrical work to be completed to code 15 amp
SURFACE FIXTURES NOT INCLUDED(lights)
Services Estimate to include materials/supplies for above mentioned 109,000.00
tasks,Iabor,debris removal and permit fees(APPLIANCES
NOT INCLUDED IN PRICE AND SUPPLIED BY OWNER)
$1000 due upon signing with$50,000 due at start
$40,000 due mid pointwith final payment of$14,000 due
Page 1 of 2
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CS Beam 2021.5.0.8 196 Bridge Rd 4.7_23
IanBeamEtgine 2018.9.0.1 Florence
Materials Database 15872:22pm
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: U360 live,U240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 14.4 PLF
Filename:9 ft 2py Be
Other Loads
Type Trb. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top a 0.00" 11'0.00" 12 6.00" 30 10 Live
O 11 0 0
/ 11 0 0 /
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Requied Reaction Uplift
1 0 0.000" Wall S PF#3/Stud 2x or 4x End-Gran(650psi) N/A 1.500" 2867# —
2 11'0.000' Wall SPF#3Stud2xcc4x End-Grain(650psi) N/A 1.500" 2867# —
Maximum Load Case Reactions
Used for applyng point bads(a In°bads)to nnyng members
Lie Dead
1 2090# 777#
2 2090# 777#
Design spans
11'1.750"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requies special design consideration,consult a professional engineer.
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 7988.Y# 21774.# 36% 5.5 Total Load D+L
Shear 2459.# 9476.# 25% -0.06 Total Load D+L
TL Deflection 02381" 0.5573" L1561 5.5 Total Load D+L
LL Deflection 0.1736" 0.3715' L 770 5.5 Total Load L
Control:LL Deflection
DOLs:Live=100%Snow 115%RDof=125%Wind=160%
Design assumes a repetitive member use increase in bending stress:4%
Al product names are trademarfs of then respective onners
Copyi3nt(C)2018 by Simpson Strong-Te Company he ALL FIGHTS RESERVED.
"Rang'6 defined as when the member,fborjo6,beam or gidec&town on this drawng meets appirable design criteria for Loads Loadng Conditions and Spans fste t on the sheet.The
design mfue be reviewed by a quaffed designer or design professional as requied for approval This design asumes product hsfalatbn aoArdng to the manufacturers motions
'
CS Beam 2021.5.0.8 196 Bridge Rd 4-7-23
lanBeamEngine 2018.9.0.1 Florence
Materials Database 1587 2:22pm
1 of 1
Member Data
Description: Member Type:Beam Application:Floor
Top Lateral Bracng:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Building Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 12.0 PLF
Filename:9 ft 2py Be
Other Loads
Type Trb. Other Dead
(Desaiption) Side Begin End Width Start End Start End Category
ReplacementUrbbam(PSF) Top 0'0.00" 11'0.00" 12'6.00' 30 10 Live
Q 11 0 0
11 0 a O/ /
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 00.000' Wall SPF#31Stud2xcr4x End-Grain(650psi) N/A 1.500' 2853# —
2 11'0.000' Wall SPF#3'Stud2xor4x End-Grain(650psi) N/A 1.500' 2853# —
Maximum Load Case Reactions
Used fa applyng pant bads(or he bads)to camyng members
Live Dead
1 2090# 763#
2 2090# 763#
Design spans
11'1.750"
f
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requies special design consideration,consult a professional engineer.
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 7951.1t 21275.W 37% 5.5 Total Load D+L
Shear 2347.# 7897.# 29% -0.06' Total Load D+L
TL Deflection 0.1820" 0.5573" U734 5.5 Total Load D+L
LI Detection 0.1333' 0.3715" LF999+ 5.5 Total Load L
Control: Positive Moment
DOLs:Liee=100%Snovv 115% Root=125%Wind=160%
Al product names are trademark of their respective ovners
Copyright(0)2018 by Sirpson Strong-Te Company he ALL RIGHTS RESERVED.
"Paabg b defned as vkren the member,floor joet,beam or gide r,dicer,on this drawng meets appfmbe design criteria for loads Loadhg Conditions,and Spans Bled on this sheet.The
design must be reviewed by a quaffed designer or design profeasonal as required fa approval.This design assumes product hstalation amordhg to the manufacturers aped&ations
CS Beam 2021.5.0.8 Mathers 4-7-23
lanBeamErgine2018.9.0.1 168 BridgeRd 12:0 m
Materials Datahse 1587Op
Northampton 1 of 1
Member Data
Description: Member Type:Beam Application:Floor
Top Lateral Bracng:Continuous
Bottom Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:SBC
Live Load: 40 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 12.0 PLF
Filename:Beam2
Other Loads
Type Tnb. Other Dead
(Description) Side Begin End Width Start End Start End Category
Point(LBS) Top 13 0.00" 1980 660 Live
2000
2000
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Requied Reaction Uplift
1 0 0.000" Wall Steel 3.500" 1.500" 1522# —
2 20 0.000' Wall Steel 3.500' 1.50U' 2331# —
Maximum Load Case Reactions
Used for appkiig pont bath(or lie bads)to ranyng members
Lie Dead
1 1078# 444#
2 1685# 646#
Design spans
19'6.750"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 120"oc
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 14384.W 21275.Yt 67% 13 Total Load D+L
Shear 2270.# 7897.# 28% 18.8' Total Load D+L
Max.Reaction 2331.# 9187.# 25% 20 Total Load D+L
TL Deflection 0.8480" 0.9781" U276 10.98' Total Load D+L
LL Deflection 0.6143" 0.6521" U382 10.98' Total Load L
Control:LLDefledion
DOLs: Live=100%Snov115%Ioof=125%Wind=160%
Al product names are trademarks of trek respective milers
Copydght(C)2018 by Sirpson Strong-Tie Company he ALL.RIGHTS RESERVED.
"Paig is derned aswhen the rnerrber,iborjoist,team or gidet down on this dravng meets appt able design o tech for I nartn Loadng Condlbns and Spans toted on the Meet.The
design must be reviened by a quaffed designer or design professional as reguied for approvaL This design assumes product hstalation a000rdng to the manufacturers spedfiratbns
CS Beam 2021.5.0.8 Mathers ,
IanBeamEngne 2018.9.0.1 4-7-23
Materials Database 1587 168 Bridge Rd 11:59am
Northampton 1 of 1
Member Data
Description: Member Type:Beam Application:Floor
Top Lateral Brachg:Continuous
Bottom Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:SBC
Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 19.3 PLF
Filename:Beam2
Other Loads
Type Tnb. Other Dead
(Description) Side Begin End Width Start End Start End Category
Point(LBS) Top 13 0.0C' 1980 660 Live
20 0 0
51)
2000 O
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0'0.600' Wall Steel 3.503" 1.500" 1593# —
2 20'0.000' Wall Steel 3.500" 1.500" 2403# —
Maximum Load Case Reactions
Used for apptAng pout bads(or he bads)to anyng members
Live Dead
1 1078# 515#
2 1685# 718#
Design spans
19'6.750"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 4 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 14700.W 29032.1/ 50% 13 Total Load D+L
Shear 2348.# 12635.# 18% 19.64' Total Load D+L
Max.Reaction 2403.# 18375.# 13% 2t7 Total Load D+L
TL Deflection 0.851g' 0.9781" L275 10.98' Total Load D+L
LL Deflection 0.5999" 0.6521" LI391 10.98' Total Load L
Control:LL Deflection
IX)L.s:Live=100%Snov,F115%Root=125%Wind=160%
Design assumes a repetitive member use increase in bending stress 4%
Al produd names are Ladarada of her respective offers
Copyright(C)2018 by Sirpson Strong-Te Company Po ALL RIGHTS RESERVED.
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design must be reviewed bya quaffed designer or design professional as required for approval.The design assumes product hstalation aonrdng to the manufacturers spedfiations