32C-214 (2) BP- 022-1360
35 HOLYOKE ST COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
32C-214-001 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-2022-1360 PERMISSION IS HEREBY GRANT D TO:
Project# 2022 CONVERT TO DUPLEX Contractor: License:
JOHN C LEBHAR BUILDING &
Est. Cost: 200000 RENOVATION 075531
Const.Class: Exp.Date: 07/10/2023
Use Group: Owner: WAGNER WARREN, JANET &ROBE'T
Lot Size (sq.ft.)
Zoning: URC Applicant: JOHN C LEBHAR BUILDING & RENO ATION
Applicant Address Phone: Insurance:
68 SCHOOL ST (413)247-5107
HATFIELD, MA 0103E
ISSUED ON: 10/25/2022
TO PERFORM THE FOLLOWING WORK:
CONVERT TO DUPLEX (2 STORY) WITH ADDED 2ND STORY SPACE
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 VIO I ATION OF
ANY OF ITS RULES AND REGULATIONS.
Signature: Ii )2
•
,I *I
Fees Paid: $1,400.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Office of the Building Commissioner
1 /3c ::
The Commonwealth of Massachusetts °Cr 1J
2 FOR
Board of Building Regulations and Stan ds 0 2°22 IPAL Y
\ Massachusetts State Building Code,;F780 MR 1 USE
Building Permit Application To Construct,Repair'Renovat c;Inem isiV4- Revised Mar 011
One-or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number: 4' 011 13Ci d Date Applied:
I
i r ? i )2- CT I 1 ► • 00
Building Official(Print Name) Signature I Da
SECTION 1:SITE INFORMATION i
1.1 Property Address: 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: I
331; 5 S F 35
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
i e i .7' l3 ' ss /
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public k Private CIZone: _ Outside Flood Zone? Municipal IX On site disposal system 0
Check if yes.
SECTION 2: PROPERTY OWNERSHIP1
2.1 Owner'of Record:
3o5 WA-Gf-tit �2— /v D R21-f1-4 ►"fit► +-) rv14- of 16d
Name(Print) City,State,ZIP
3s Not Yb tci_ sfi- Om) lig -9 b ?-a b Jacj n r'sypy2L60, t e%
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) 1
New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) Addition
Demolition 0 Accessory Bldg. ❑ Number of Units Other 0 Specify:
Brief Description of Pro ed Work2: Cam of: 7- S./0 41 r4-r-1/e-y JN't-7—O
2- 1/N1tf oN£ o� owl' 0t +i ) ,BUMP vP �N� S7� r2
11eN 4 4-1' ' . �2 JwIP lre S Mi3 - 5
. 7.0,fe-Tti
I"- i'i /07-tt tt? ,
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1. Building $ /,r, a 1. Building Permit Fee: $ Indicate how fee is determined:
0 Standard City/Town Application Fee
2.Electrical $ l0/6 rO 0 Total Project Cost3(Item 6)x multiplier x
3. Plumbing $ YG/ 7zY 2. Other Fees: $
4. Mechanical (HVAC) $ sv firp List:
5. Mechanical (Fire 6D
Suppression) $ Total All Fees ` ii
Check No. (13� Check Amount: `) Cash Amount:
6.Total Project Cost: $ 2 tIC', 070 CIPaid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisory 1License(CSL) CS - D 9-53 I 0 D ' 2v 2-3�a f}-Ft.) L F vS rT A-g--- License Number Expiration Date
Name of CSL Holder
6 8 Se I— S List CSL Type(see below) V
No.and Street Type Description
N h,r f E l 0. 103b U Unrestricted(Buildings up to 35,000 et,.ft.)
City/Town,State,ZIP
, /• i1/� Restricted 1&2 Family Dwelling
M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
1115 2-21 1913 b v,I t,t�;I t L O f , I Insulation
Telephone Email adss D Demolition
5.2 Registered Home Improvement��11 Contractor(HIC) ' '}6 0 at D 3/l D I20 v
1 E rl' - HIC Registrati Number Expiration Date
HIC Company Name or HIC Registrant Name
.
b8 ‘—f' - sr jL0bui "8 ,No.a d Street Falai!address
frb r Flit of03i3 (yr3)z21-( 113
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 iRI 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 '0—D 111J L.
to act on my behalf,in all matters relative to work authorized by this building permit application.
"60Z /4/,' '41/J/:-A /0//7/2
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.
kA-1.1 E6 4 A--(1-- /6// 2_
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.) (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 decks/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: 3 3 8 S s�
REAR LOT DIMENSION:
1914_-
REAR YARD t t/
CS 1
r I l
SIDE YARD ` +/) SIDE YARD T! -/
FRONT SETBACK ! V 1
FRONTAGE
City of Northampton
P<H MTV
Massachusetts
• .. 40 DEPARTMENT OF BUILDING INSPECTIONS s j„
rr 212 Main Street • Municipal Building v�
Northampton, MA 01060 '�'friv ado'
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: U nt
The debris will be transported by:
Name of Hauler: Jd l �—`2
Signature of Applicant: LAILDate: / D ) f 2 c)2-7
4
'`" The Commonwealth of Massachusetts
-7.----7-.. Department of Industrial Accidents
q‘
A
1 Congress Street,Suite 100
' Boston, MA02114-2017
''fY` www mass.gov/din
flatters'Compensation Insurance Affidavit:Buildersi('ontractorvtElrctriciansiPlumbers.
It)BE FILED 1S liii THE PERs11 1'T!N(;.0 !NOR1 1 1.
Applicant Information f//�� Please Print I r.,ihll
Name i Bosun,-,,thgantt itiun lncitv'iduai):.� Z-C i'1' L Z_(3 I `---_
Address: 6 <6 6 G//aa L 3 7--
City,'State Zip: JY/dT f I EL-✓' .__ (1,1 y Phone#:,_013) 2 z j — ( ci 13
err'Ord am cniptuyer'Check fie appropriate bin: Type of project(required):
I❑1 am d employes vial employees hull and sn part-tun l• 7. 0 New construction
2 Ilkl am a sole proprietor or partnership and base no employees%urging tot rise in It. Remodeling
ny capacity [Nu vurkcvs'comp.insurance required 1 tip-+ib
9. ernolition
10 I am a tuinxxavnet doing all work myself.(No workcrs'comp uvwraacs:requited I
4.0 I a s. sm a Ion cr and v ill he hutng Contractor.to conduct all work on my prtpserty 1'A ill
10 a Building addition
c -r insure that all contractors eithci have%Aitken'cumprruatwn insurance or an:sole 110 Electrical repairs or additions
prupneton with no employees
12_Q Plumbing repairs or atkliUuns
SC:I I am a itenc^rrl contractor and I has c hired the sub-contractor.listed on the attached sheet 13 f Rtw1'repain
thew stab-contractor.has 4:employees and hate%seders'coup insurance. LJ—1
14. Other
h.:Nc are a corporation and its officers have exercised then right otexctnrtson per M(.L c. ❑ ------.----.-------------....
152.t 11.41.and we hase no employees.[No weaken'comp.insurance required
•,kny applicant that checks box al must also till out the section tieluw shoving then vurkcrs.curripensattun lxdicw titflKnmat1s,n
'ttorixva%ncrs vhu submit this allidasit mdicatmry they air doing ail work and then hue outside contractors must submit a new atfidas it indicating such
.t untractors that check this box must attached an additional sheet showing the name 01 the suh.tmtra.is.•cs and state whether or not thaw entities hale
ornplurecs It the sub-conlracttsrs`yese citiployCCh.the\ must prostde their rlonkcrs comp policy numb.[
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
in fiermation.
Insurance Company Name: w-_— —
Policy#or Self-ins.Lie. #: _ Expiration Date:
Job Site Address: CitylStatelZip:
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiritlon date).
Failure to secure cos crage as required under MGL c. 152, K25A is a criminals tolation punishable by a line up to S1.500.(0
aril or one-year imprisonment,as sell as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a
day against the violator. A copy of this statement may be forwarded to the Mice of Investigations of the DIA for insurance
coverage verification.
t do hereby certif►' er the pains and pe allies of perjury that the information provided above is true and correct.
Signature: sir/ C� 1);it. )a// 4. )2 o 2_—7---...._Phone y. 1 '1 I S *— — L i I. 3
1 Official use only. Do not write in this urea.to be completed by city or town official
('its or Town: Permit/license fr
Issuing Authority (circle one):
I. Board of Health 2. Building Department 3.City riown Clerk 4. Electrical Inspector 5. Plumbing Inspector
6.Other
( ontact Person: Phone#:
MORTGAGE LOAN INSPECTION
HOLYOKE STREET
a 35t
g /
1 3I
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it
4.1
3 2 STORY o I
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LOCUS REFERENCE r
BOOK 6350 PAGE 114
-Ig-----" "-3' 1 )
PLAN BOOK 28 PACE 79 to is
TOGETHER 1417H A 10" S. n
W10E RGHT OF WAY, IN 8 N !
COMMON W17H OTHERS. Q + '
m l
9.
GRAVEL PARKING
1.'The '
29'1
\ -...g ..-52 -- ( -
I,I A/
cf
TO: MONSON SAVINGS BANK
AND:
STEWART TITLE GUARANTY CO. OWNER: LYNNE K. EDWARDS
I hereby report that the premises shown on this plan are ►"OCATION: 35 HOLYOKE STREET
not located within a Flood Hazard Area as shown on the NORTHAMPTON, MASSACHUSETTS
Federal Emergency Management Agency's Flood
Insurance Rate Map,
Community No. 250167 — 0002A _ HOLMBERG & HOWE, INC.
APRIL 3, 1978 PROFESSIONAL LAND SURVEYORS
Effective Date 87 UNION STREET,EASTHAMPTON MA 01027-0945
I also report,to the best of my knowledge,information 37 DAMON POND ROAD,CHESTERFIELD MA 01012-0176
and belief,that this inspection plan shows the
1 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•- 20'
premises described by the improvement or improvements
of any adjoining premises,except as noted.I further j + �,`..k
report that there are no easements of record affecting the r 1':I DATE:
tract shown hereon,except as noted. FEBRUARY 22, 2021
A,= JOB NUMBER:
(4.-- 1.-N 21-025
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.
[ JOHN C. LEBHAR PROJECT Revision Shee
BUILDING AND RENOVATION Permit Application P t
68 school st,Hatfield ma Waren/Wagner Duplex
Conversion 35 Holyoke st Date 10/19/2022
C.S.#75531 tel.(413)247-5107 Northampton ma 1
e.n i Wagner 5 5 -o V/o K t !)fi. 10-17-22
�s� Northampton 8:43am
loft
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: 12.0 PLF
Filename:Beam1
Other Loads
Type Tri b. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 13' 9.00" 10' 0.00" 35 15 Snow
'ff. '11`
13 9 0
/O
13 9 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) 5.500" 1.500" 3365# -
2 13' 9.000" Wall SPF#3/Stud 2x or4x End-Grain(650psi) 3.500" 1.500" 3365# -
Maximum Load Carp Reactions
Used for applyng poet bads(or kre bads)to cany4ng members
Snow Dead
1 2301# 1065#
2 2301# 1065#
Design spans
13' 1 750"
Product: 1.3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional engineer.
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 11060.'# 24466.'# 45% 6.96' Total Load D+S
Shear 2859.# 9081.# 31% 12.87' Total Load D+S
Max.Reaction 3365.# 7962.# 42% 13.75' Total Load D+S
TL Deflection 0.3522" 0.6573" U447 6.96' Total Load D+S
LL Deflection 0.2408" 0.4382" U655 6.96' Total Load S
Control:LL Deflection
DOLs:Line=100%Snow=115°/Roof=125%Wind=160%
/2 r) ZI 1ST
Al product names are trademarks of ther respectve owners
Copyright(C)2018 by Simpson Strong-re Company Inc.ALL RIGHTS RESERVED.
—Passe s defined as when the member,tbor joist,beam or gi t shown on this drawhg meets appicabie design criteria for Loads,Loadhg Cordfbns,and Spans fisted on this sheet.The
desbn must be revisited bva aualfid desbner or rlesnn orrdasstural as mrntnri for annmval Thk rbcnn assemac nrrrtirt nctakatrrn arnarrlm to ttw man,lanti fie.,c cnrrrrathrn
Wagner 3.5 0-VL1 0 ri I r 10-17-22
x��.n.lNorthampton8:59an1
. au15h7
loft
Member Data
Description: Beam A Member Type:Beam Application:Floor
Left side carrying Roof Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition: Dry Building Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: L1360 Five,L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.0 PLF
Filename: 13ft gin rid
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 11' 5.75" 12' 9.00" 35 15 Snow
11 m
11 512
0 ®/ /
11 512
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) 5.500" 1.552" 3532# —
2 11' 5.750" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.552" 3532# —
Maximum Load C.acP Reactions
Used for applyng pont bads(or line bads)to carving members
Snow Dead
1 2426# 1105#
2 2426# 1105#
Design spans
10'10.500"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional engineer.
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 9602.'# 24466.'# 39% 5.82' Total Load D+S
Shear 2889.# 9081.# 31% 0.4' Total Load D+S
Max.Reaction 3532.# 7962.# 44% 11.48' Total Load D+S
TL Deflection 0.2092" 0.5438" U623 5.82' Total Load D+S
LL Deflection 0.1438" 0.3625" U907 5.82' Total Load S
Control:Max Reaction
DOLs:Live=100%Snow 115%Roof=125%Wind=160%
Al product names are trademarks of their respectwe owners
Copyright(C)2018 byStnpson Strong-fe Company Inc.ALL RIGHTS RESERVED.
"Passng is defined as when the member,fborost,beam or gide4 shown on this downy rr..s applicable rlesgn crteria for Loads,Loadng Conr5rrns,and Spans fisted on this sheet.The
demon must he revnaed Live rsstel desorwr or detsbn orofesserral as ranuisrl fry aserevat The rfasim assumes erected rt takttnn xrnrrlirr to Ow manitfanhrmr s snor iratnrsc
Wagner �I u'�`( O(�C i' 10-17-22
.9.0.1 Northampton 9:06am
1587l of 1
ember Data
Description:Beam C Member Type:Beam Application:Floor
right side carrying Roof Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Building Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: LJ360 lye,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 12.0 PLF
Filename:12ft 7in mi
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 11'11.50" 12' 9.00" 35 15 Snow
1. ns
O 1111 8 m/
11 11 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" WaH SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.621" 3687# —
2 11'11.500" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 1.621" 3687# —
Maximum Load Case Reactions
Used for applyig paid bark(or Fe bads)to canyng members
Snow Dead
1 2533# 1154#
2 25.3.3# 1154#
Design spans
11'4.250"
Product: 13/4x11 7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Comection schedule for member requires special design consideration,consult a professional engineer.
Design assumes continuous lateral bracing along the top chord.
Design assumes maximum mbraced length of 0.00'along the bottom chord
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 10466.'# 24466.'# 42% 5.9' Total Load D+S
Shear 3045.# 9081.# 33% 11.01' Total Load D+S
Max.Reaction 3687.# 7962.# 46% 0' Total Load D+S
TL Deflection 0.24.86" 0.5677" L/547 5.9' Total Load D+S
LL Deflection 0.1708" 0.3785" U797 5.9' Total Load S
Control:Max Reaction
DOLs:Live=100%Snow=115%Roof=125%Wind=160%
21 4- I,/r 12-o-DF Lp.4-0 ( 1IO)
Al product names am tradem ks of ther respectwe owners
Copyright(C)2018 by Smpson Strong-Te Company Inc.ALL RIGHTS RESERVED.
"Passings defined as when the member,tborget,beam or gidec shown on the drawig meets appiable design criers for Loads,Loadng Condtbns,and Spans fated on the sheet.The
desigm must be revbwed boa walled desimer or desigm omfessbnal as reamed for aonmval ThS desion assumes oroduct istaiatbn acco"ihs to the manufacturers soeclb atiors.
R.9.O.l Wagner `j S a l— o IC _ 5r' 10 17 22
a�1587 Northampton 10:54am
loft
Member Data
Description: Member Type:Beam Application:Floor
floor beam 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 five,U240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 5.9 PLF
Filename:11 ft 11 in ri
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 12' 7.75" 2' 8.00" 30 10 Live
O 12 7 12 /
12 7 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wali SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 687# -
2 12' 7.750" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 687# -
Ma dmum Load Case Reactions
Used for apptyng pout loads(or 6m bads)to canyrg members
Live Dead
1 488# 199#
2 488# 199#
Design spans
12 2.500"
Product: Spruce-Pine-Fir(S)#2 2 x 12 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional engineer.
Design assumes continuous lateral bracing along the top chord.
Design assures maximtm unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2097.'# 4087.'# 51% 6.32' Total Load D+L
Shear 582.# 3038.# 19% 11.82' Total Load D+L
Max Reaction 687.# 3518.# 19% 0' Total Load D+L
LL Deflection 0.1021" 0.4069" U999+ 6.32' Total Load L
TL Deflection 0.1437" 0.6104" U999+ 6.32' Total Load D+L
Control:Positive Moment
DOLs:Live=100%Snow=115%Root=125%Wind=160%
This member has been designed in accordance oath NDS 2012
Fvi - I Fib- -(f/i0 600Ap tvfi-
Al product names am trademarks of then Impactive owners
Copyright(C)2018 bySinpson StrongTe Company Inc.ALL RIGHTS RESERVED.
"Passings defied as when the member,tborjost,beam or gidet shown on this drawing meets appicabia design crtere for Loads,Loafing Corsttbns,and Spans rsted on the sheet.The
desbn must be nevi fined bva mailed desbner or desbn orofessbrel as renuied for ann,nvaf This desion assumes orodurt ystaletbn arcnrrtin to the manufar:tumr s srm:iratirr
7 -6 2Q - c
IS / 3 QI
Wagner 3 5 14 O L y a i•`L Sr 10-17-22
Northampton 9:04am
1 of 1
Member Data
Description: Beam B Member Type:Beam Application:Floor
middle carrying Roof 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: 12.0 PLF
Filename: 12ft 7in mi
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 12' 7.75" 12' 9.00" 35 15 Snow
fl`
K
12 7 12
m
12 7 12
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) 3.500" 1.743" 3965# -
2 12' 7.750" Wall SPF#3/Stud 2x or4x End-Grain(650psi) 3.500" 1.743" 3965# -
Maximum Load face Reactions
Used for apptyng pot bads(or rub bads)to canyi»g members
Snow Dead
1 2724# 1241#
2 2724# 1241#
Design spans
12'2.500"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional engineer.
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 12100.'# 24466.'# 49% 6.32' Total Load D+S
Shear 3322.# 9081.# 36% 0.23' Total Load D+S
Max.Reaction 3965.# 7962.# 49% 0' Total Load D+S
TL Deflection 0.3323" 0.6104" L/440 6.3Z Total Load D+S
LL Deflection 0.2283" 0.4069" U641 6.32 Total Load S
Control:LL Deflection
DOLs Like=100%Snovw115%Roof=125%Wind=160%
/0/9r "Dr— (51-frid )
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Copyright(C)2018 by Simpson StrongTe Company Inc.ALL RIGHTS RESERVED.
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