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4 51:
HONK OWN7ER EXEIVIPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 7SOCINa 108.3.4 to
act as his/her construction supervisor. The state defines "Homeowner" as, "Person(s)
who owns a parcel on which he/she resides or intends to be, a one or two family
dwelling, attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a
home owner."
The building department for the City of Northampton wants person(s) who seek to use
the home owner exemption, to act as their own construction supervisor, to be aware that
by doing so you become responsible for compliance with state building codes and
regulations. The inspection process requires that the building department be called to
inspect work at various stages, which include foundation/footings (before backfill),
sonotube holes (before pour) a rough building inspection (before work is
concealed) insulation inspection (if required) and a final building inspection. The
building department requires these inspections before the work is concealed, failure to
secure these inspections can result in failure to obtain a certificate of occupancv
until the work can be insaected.
If the homeowner hires other trades to perform work (electrical, plumbing& gas) the
homeowner will be responsible to make sure that the trades hired secure their proper
permits in conjunction to the building permit issued, and that they get their required
inspections. Failure of the individual trades to secure the permits and inspections as
required can DELAY the project until such time as the proper permits and inspections are
made
I, understand the above.
{ me ne ekL ure requesting exemption)
I will all to sc e ilding inspecti ons necessary for the building permit
issued t
Date 3 u
Address of work
location
The Co,nrro, 1 of L�rssachuserrs
Deparnrenr of I:adusrriar.Jccidenrs
O,f�ce oflni�esti-ario=�s
_ 600 ff as1 tng ron S -eer
_ — Boston, Al-4 021II
x•?vyc.rnass.�oi!dia
Workers' Compensation Insurance Affidavit: Builde rs/Contractors,,Electricians,'Plrn:bers
A>;alicant information Please Print Leaibly
'N'?1-Il° /Business/Oscan adon'Ind;viduaIi:
City./State/Zip: P one r=:
Are you an employer?Check the appropriate box: Type of project(required):
4. I general contractor and I
i.❑ I a_*n a employer with � am a- 6. New construction '
employees (full and/or part-time).* have hired the sub-contractors
2-El m I a a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have S. C Demolition
working for me in any capacity. employees and have workers' 9. Building addition I
[No workers' comp. insurance comp. insurance.+ `
sego red.] 5. [� We are a corporation and its 10.❑Electrical repairs or additions
3./ am a homeowner doing all work officers have exercised their l LE]Plumbing repairs or additions
��/ "`myself. [ti o workers' comp. right of exemption per MGL I-).F7 Roof repairs
insurance required.] ' c. 152, §1(4),and we have no 13 Other
employees. [No,workers'
comp.insurance required.]
Any applicant that checks box=I must also frIl out the secr,ion below showing their worker'compensatior policy inforrrarion.
Homeowner who submit this affidavit indicating they are doing all work and then hire outside contractors Hoist submit a new affidavit indicating such.
Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
errrolovees. If the sub-contractors have e•trolovees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensarion insurance for my employees. Below is thepolicy andjob site
_r
Inrush_ce Cc...aanv game:
Policy 1 or Self-ins.Lic. Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
tine up to S 1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORD ORDER and a fine
of up to 5250.00 a day aSainst the violator. Be advised that a copy of this statement may be forwarded to the Office of
Inver '2arions of the DIA for insur 5ce covera?e verification.
I hereb r •under xe ai. and pen ties of perjury that the in"ormation provided above is true and correct.
Cis nature:
Date: U
Phone :
i
Jicial use only. Do not write in this area, to be completed by ciiy or town of°cciaL I
Citv or Town: PermitiLicense m
Issuing Authority (circle one):
i1.Beard of Health 2.Building Department 3. Cin,/Town Cleric 4.Electrical Inspector 5. Plumbing Inspector
6. Other
Conract Person: Phone= j
l
SECTION 8 -CONS T RUC T ION SERVICES A-
2.11 Licensed Construction Supervsor. Not Applicable
Name of License Holder:
License Number
address Expiration Date
;ionature Telephone
i.R`edistered home Imnrovemen#'contractor _ „ _,, .,,.w Not Applicable ❑
:omoanv Name Registration Number
.ddress Expiration Date
Telephone
ECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M G.L.c. x52,§25C(6))
Porkers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
the denial of the issuance of the building permit.
aned Affidavit Attached Yes....... ❑ No...... ❑
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families
and to allow such homeow-ner to eng-- an'uidi vid-1 1v hire w'hv dyes—pOSSeSS a license. provided that the owner acts
a --
as supervisor.CMR 780. Sixth Edition Section 103.3.5.1.
Definition of Homeowner:Person(s)who own 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 detached structures accessory to such use and/or farm
structures.A Derson who constructs more than one home in a two-vear period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official.that he/she shall be
responsible for all such work performed under the building Dermit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit_
T"ne undersigned"homeowner"certi d ass s re nsibility or compliance with the State Building Code,City of
Northampton Ordinances, State d Loca Zo s w d State f Massachusetts General Laws Annotated.
omeowner Signature
SECTION b- DESCRIPTION Or PROPOSED WORK icheck all anolicabie�
i
New House C Addition C I Replacement Windows Alteration(s) C Roofing
Or Doors 0
Accessory Bldg. C Demolition I New Signs [!]] Decks Siding(G Other
Brief Description of Frocesed `i ^ �X��
Work: 4 �Q-,fVL�U C'- ce �iC�. (.L,,C S i `"�
--s
Alteration of existing bedroom Yes No Adding new bedroom Yes No
A-:ached Narrative Renovating unfinished basement Yes No
Plans Aiiacnec Roll -Sheet I
6a. If New'house and peaddition to fnq"-h6usind:comarete ttie-fottovirinq:
a. Use of building: One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
C. is there a garage attached?
d. Proposed Square footage of new construction. Dimensions
e. Number of stories?
f. Method of heating? Fireplaces or Woedstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is oonstruction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. flocdpiain Yes No
j. Depth of basement or cellar floor below finished grade
k- Will building conform to the Building and Zoning regulations? Yes No .
I. -Septic Tan
k
City vte ..ell c,ry'Nater Supply
SECTION 7a--OWNER AUTHORIZATION Ta5E COMPLETE1X WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR SUILDINC PERMIT -
I, as Owner of the subject
properly
hereby authorize
to act on my behalf, in all matters relative to work auUhorized by this building permit application.
Signature of Owner Date
I as OWnerJAuthcnzed
Agent hereby deciarc that the statements and infor information on the foregoing application are true and accurate, to the best cf my kncwiedge
and belief-
Signed under the pairs and penalties of penury-
i
j Fnnt N1-
13d CA'
cat_re r Cwnerr �i
~
�
S�ection 4. ZONING All information Must Be Completed. Permit ran Be Denied Due To Incomplete Information
Exisr;nz Proposed Required by Zoning
This column to be flilled in by
Building Department
size
I F F-onta2-e:::: ..........
q 1_0't
Setbacks Front
Rear
Building Height
Bld.-I Square Footage %
Open Space F %
(Lot area minus bIdg pa-T.......
ofParking Spaces
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
�~\ /�\_/� �~�
NO �� DON7KNO� YES ��
|F YES, date issued
IF YES: Was the permit recorded at the Registry ofDeeds?
NO �� D
n_� ~'' ' ''—W n Y--
IF YES: enter Book ' Page and/or Document# '
B. Does the site contain a brook, body of water orwetlands? NO 0 DONT KNOW /°-\ YES 0
IF YES, has permit been or need to be obtained from the Conservation Commission?
Needs tobeobtaned �-\ Obtained �~� Date' x_� ' �~/ '
��
C. Do any YES \~� NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 0
IF YES, describe size, type and location�
E. Will the construction activity disturb(clearing,gradingexcavation, ur filling)over 1 acre or|oit part ofs common pfan
that will disturb over Iacre? YES � ) NO K )
�� ��
IF YES, then-a Nort6a—m�-t6hS66-r�'WgTeRr'Md-n-agement Permit from the DPW isrequired.
` Department use only
rtYiamptor Status of Permit:
uildin¢; epari, lent Curb Cut/Dnveway Permit
r12
ain cAity S
FltJateifi7uelf Availability
%J- I, 01060 Two Sets of Structural Plans
phone � � fax 413-587-1272 Plot/Site Plans
Other Specify
APPLI TION T CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
1 SECTION 1 -SITE INFORMATION
1.1 Property Address This section to be completed by office
Z 4.5
r Map Lot Unit
�ur1("�jftr �'
Zone Overlay District
Eirri St District CB District
SECTION 2-PROPERTY OWNERSHIPtAUTHORIZED AGENT
2.1 Owner of Record:
Name(Print Current Mailing Address:
Telephone
Signalure
2.2 Authorized Agent:
Name(Print) Current Mailing Address:
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS'
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit apolicant
1. Building �a}Building'PermitFee
/0o I
2. Electrical (b)Estimated Total Cost of
Construction from (6)
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection
6. Total=(1 +2+3+4+5) Check Number
This Section For Official Use Only
Date
Building Permit Number Issued:
Signature:
Building.Commissioner/Inspeeto�or BuRdings Date
01/1$!11 11: 13 REMARXNEDICAL 6102659366 p.01
01/18/2011 10:45 FAX 4135871272 1 001
sa��tt�
ZWJLG or OMMMU =mss
212 Wmix stmt . as wa �a�
mbxtl�,wtob, 8^ were
INS PECTM
Louis Hasbrouck Phone:(4131 587-1239 rAx*mwfm
EluWl mg Commtsatmr FAX; (413)58712n Assistant Commmsk r_.
J 8 2011
FAX THIS TO., 413-587-1 272
REQUEST FOR PERMISSION TO VIEW RECORDS
OR HAVE COPIES OF DOCUMENTS MADE
*PLEASE KEEP THESE DOCUMENTS IN CHRONOLOGICAL ORDER*
DATE:` MAP: BLOCK.'
FILE ADDRESS: o U
NAME: (m ,612- )1__
ADDRESS: A M-6�j0 6-4- d aI960
PHONE#. �l / fG g 2-.-.
UNDER MASS. GENERAL LAWS WE HAVE THE RIGHT TO MEET THE
ABOVE REQUEST WITHIN TEN (10) DAYS OF THE ABOVE LISTED DATE.
V
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Howto
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Setup r Beam or Girder C Joist or Rafter
.................... -----------------------------------------
Member# Sill Member atF Floor Root
Location First Floor Repetitive Use?
Nominal Size: 1 6 x 8 Incised for PT? No Yes
Species= Spruce-Pine-Fir(South) Flat Use No Yes
s ts& Tr;b e r s Grade No.2 Moisture Content <ig%
Span(L)= 7 f - 6 in Temperature F)
1()o OO-_125] 125-150
F
Tributary Width(B) 3ft -6 in
-- -- --- ---------------- --
Unsupported Length(11u)= Oft - 12 in Set Duration Factors F- with Cantilever
-------------------------------------------------
---------- -------------------------------------------
Set Deflection Limits F_ with Point Load(s)
r- with Sloped Load(s)
Reset Loads to Zero
---------------------- --- ----------
-----------------------------—------------- ...........
L piessed-down buttons at
W T
LOADING Load Type
Max. Span = 8 ft 1 in Dead Load Uniform w(Psf)= 20
RI R2
919 lb 919 1b
Stress and/or Deflection Check 0- OK
A c t u a I Allowable Ratio Floor Live —Uniform W(PsD= 50
Max tv(psi)&V(lb) 28 766 125 3438
Max fb(psi)&M(Ib-ft) 401 1723 475 2040 5 3
Total Load Max.Defl.(in) -0.09 L/998 1. 241 0.38
Live Load Max.Defl.(n) -0.06 L11397
0.25
Adjustment Factors
for M for V for E
1000 Wet Service CM= 1.00 1.00 1.00
0 Temperature Ct= 1.00 1.00 1.00
5W
_5W Beam Stability CL= 1.00 N/A N/A
-low
-1500 Size CF= 1.00 N/A NIA
Shear Force,V(Ib) Flat Use Cfu= 1.00 N/A N/A
Incising Ci= 1.00 1.00 1.00
Repetitive Member Cr= 1.00 NIA N/A
2000-
1500-
1000- Design Values
500- Fb tipsi Fv(psi) E fpsi)
0 Tabulated 475
Adjusted 475 125 1000000
Bending Moment,M(Ib-ft)
Section Properties
breadth(b)= 5.5 in
depth(d)= 7.5 in
Area(A)= 41.3 in A 2
Section Modulus(Sx)= 51.6 in A 3
Moment of Inertial(lx)= 193.4 in A4
Total Load Deflection(in)
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Home Print Versmi
Setup r Beam or Girder Joist or Rafter
----------------------------- -----------------------------------------
Member# Balcony and Bridge Member at F Roof
Location 2nd Floor Repetitive Use?
Nominal Size: 1 2 x 6
Incised for PT? No Yes
F
Species= Spruce-Pine-Fir(South)
Fiat Use F No Yes
LUmber Grade= No.2 Moisture Content <19% >19%
Span(L) I Cantilevered Length(CL)= 6 f 6 in 4 f 0 i Temperature F) F 100 100-125 125-150
Spacing(S)= 16 in
Set Duration Factors with Cantilever
Unsupported Length(11u)@11-/JCL Oft 3 i Oft Oin W
...........................
-------------- -------- ------------------
Set Deflection Limits f--- with Point Load(s)
Reset Loads to Zero F- with Sloped Load(s)
- -------------------------------
------------------------ -
CIsf�.d.-�c-'wr),tottons are selectect,
W
LOADING Load Type
All; Dead Load Uniform w(psf)= 10
R1 R2
162 lb 678 lb
Stress and/or Deflection Check OK
A c t u a I Allowable Ratio Floor Live Uniform w(PSO= 50
Max tv(psi)&V(Ib)on L 54 294 131 720 41,
Max tv(psi)&V(lb)on CL 52 283 131 720
Max fb(ps)&M(lb-ft)on L -1016 -640 1156 729
Max fb(ps)&M Ob-ft)on CL -823 -518 1156 729
Max Defi—TL(n)within L -0.13 L/589 L 241c, 0.33 41
Max Defl LL(n)within L -0.13 L/600 022
Deflectior�_Tl-(in)@ CL end -0.18 CL/273 CL 12fj 0.40 -14,
Deflection—LL(n)@ CL end -0.11 CL/423 0.27
Adjustment Factors
4W for M for V for E
2W Wet Service Cm= 1.00 0.97 0.90
0 Temperature Ct= 1.00 1.00 1.00
-2W Beam Stability CL= 1.00 NIA N/A
4W Size CF= 1.30 N/A N/A
Shear Force,V(Ib) Flat Use Cfu= 1.00 N/A N/A
Incising Ci= 1.00 1.00 1.00
Repetitive Member Cr= 1.15 N/A N/A
500-
0
Design Values
-500- Fb(psi) Fv(Dw) E(as)
-1000- Tabulated 775 135 1100000
Adjusted 1156 131 990000
Bending Moment,M(Ib-ft)
Section Properties
breadth(b)= 1.5 in
depth(d)= 5.5 in
Area(A)= 8.3 in A 2
Section Modulus(Sx)= 7.6 in A 3
Moment of Inertial(Ix)= 20.8 in A 4
Total Load Deflection(in)
0,
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--- -- �-— -
Setup -�-----------------
----------
Beam or Girder 4 Joist or Rafter
------------------------ ------------------------------
Member# roof rafters Member at Fioor Roof
Location new porch a Repetitive Use?
Nominal Size: 1 2 x 10 Incised for PT? No Yes
Species= Spruce-Pine-Fir(South) Flat Use:I No Yes
Grade= No.2 Moisture Content: <19% I ,79%
F
Span(L)= 10 ft 6 in Temperature F)
<100 ttxt-t 25 1 125-150 1 i
Spacing(S) 24 in
with Cantilever
Unsupported Length(1u) Oft -3 in Set Duration Factors I
--- --------------------------------
--- - ----------------------------------------------
Set Deflection Limits I F- with Point Load(s)
Reset Loads to Zero r with Sloped Load(s)
-----------
-----------------------
L e.s-t�,J d0V11r1,,, buttons are s6pcli:.d;
w T
LOADING Load Type
Max. Span = 11 ft 6 in Dead Load Uniform w(psf)= 20
R1 R2
630 1b 630 lb
Stress and/or Deflection Check ® OK
A c t u a I Allowable Ratio Snow Load Uniform w(Psf)= 40
Max tv(psi)&V(Ib) 58 538 151 1393
Max fb(psi)&M(lb-ft) 928 1654 1123 2003
Total Load Max.Defl.(n) -0.34 U376 i- 1 070
Live Load Max.Defl.(in) -0.22 L/564 as 0.53
Adjustment Factors
eoo for M for V for E
6W
4W Wet Service CM= 1.00 0.97 0.90
2W
o Temperature C,= 1.00 1.00 1.00
Beam Stability CL= 1.00 N/A N/A
2W
4W
Size CF= 1.10 N/A N/A
Shear Force,V(Ib) Flat Use Cfu= 1.00 N/A NIA
Incising Ci= 1.00 1.00 1.00
Repetitive Member Cr= 1.15 NIA N/A
2000-
1500-
1000- Design Values
500 - Fb(psi) Fv low) E(psi)
-T�
0 Tabulated i , i 1()OOCO
Adjusted 1123 151 990000
Bending Moment,M(Ib-ft)
Section Properties
breadth(b)= 1.5 in
depth(d)= 9.25 in
Area(A)= 13.9 in A 2
Section Modulus(Sx)= 21.4 in A3
Moment of Inertial(lx)= 98.9 in A 4
Total Load Deflection(in)
V C! 2 0
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Beams/Joists Analysis and Design wwpa.orq-.': 4W
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EVPioj PI h, Forum Engineers Fnter Data Home Print Vers,on
Beam or Girder Joist or Rafter
-------------------------------------------------------------
Member# R1,2,3 Member at Flow Roof
Location roof support beams Repetitive Use?
Nominal Size: 1 6 x 8 Incised for PT? No Yes
Species= Douglas Fir-Larch Fiat Use: No Yes
Post-- Tirribers Grade= No.2
Moisture Content >19%
F
Span(L)= 7 f 0 in
Temperature r-il9%<100 100-125 125-150
Tributary Width(B)= 6 f 6 in
Unsupported Length(1u)= Oft 12 in Set Duration Factors f- with Cantilever
--------------------------------------------------------
------------------------------------------------------------------
Set Del lection Limits with Point Load(s)
Reset Loads to Zero r with Sloped Load(s)
L trjteszied-dcjwn butlors ire.selected)
W T
LOADING Load Type
Max. Span 8 ft 10 in Dead Load Uniform W(psf)= 10
R1 R2
1137 lb 1138 lb
Stress and/or Deflection Check - OK
A c t u a I Allowable Ratio Floor Live Uniform w(pso= 40
Max tv(ps)&V(Ib) 34 934 170 4675
(-',D G'u
Maxfb(psi)&M(lb-ft) 463 1991 750 3221
Total Load Max.Defl.(in) -0.07 L/1203 L 24t'-)' 0.35
Live Load Max.Doff.(in) -0.06 L/1503 L 0.23
Adjustment Factors
ING for M for V for E
low
Wet Service Cm= 1.00 1.00 1.00
0
Temperature Ct= 1.00 1.00 1.00
-50D
-i000 Beam Stability CL= 1.00 NIA N/A
-15 SiZO CF= 1.00 N/A N/A
Shear Force,V(Ib) Flat Use Cfu= 1.00 NIA N/A
Incising Ci= 1.00 1.00 1.00
Repetitive Member Cr= 1.00 N/A N/A
3000-
2000-
Design Values
loco- Fb(Dw) Fv 1pw) E(Dw)
a- Tabulated 7 10
170
13,9,'0 000
Adjusted 750 170 1300000
Bending Moment,M 0b-ft)
Section Properties
breadth(b)= 5.5 in
........... depth(d)= 7.5 in
Area(A)= 41.3 in A 2
Section Modulus(Sx)= 51.6 inA3
Moment of Inertial(lx)= 193.4 inA4
Total Load Deflection(n)
v_rs Io;, _0
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Member# b5 Member at Floor_ Roof I
Location: exterior beam with balcony and porch Repetitive Use?
Nominal Size: ( 1 ) 6 x 8 Incised for PT? No - Yes-�
Species= Douglas Fir-Larch ��� Flat Use: No Yes
Grade= No.2 Moisture content <19% >19%
- --' Span(L)= 7 ft -6 in Temperature(°F): <100 100-125 125-150
ta
Tribury Width(B)= 7 ft -6 in
._ 0
Unsupported Length(lu)= oft - 12 in set Duration Factors F- with Cantilever
--- ---- -
-------.----------
set oetlection Limas F with Point Load(s)
Reset Loads to Zero with Sloped Load(s)
- - -
�?( SS,,..1 F.�Ov.rt E>ll�irJn,are sLlf,c.Sed
L.
W
LOADING Load Type
Max. Span = 8 ft 3 in Dead Load Uniform w(psf)= 10
R1 R2
14061b 14071b
Stress and/or Deflection Check OK
A c t u a I Allowable Ratio Floor Live Uniform w(psf)= 40
Max tv(psi)&V(Ib) 43 1172 170 4675
i„
Max tb(psi)&M(lb-ft) 614 2637 750 3221
Total Load Max.Defl.(n) 0.11 L/847 L L`-'G 0.38
Live Load Max.Defl.(in) -0.08 L/1059 L r 3>? 0.25 -,4'/
Adjustment Factors
soon for M for V for
,00w Wet Service CM= 1.00 1.00 1.00
soo
o Temperature Ct= 1.00 1.00 1.00
.aoo
-1000 Beam Stability CL= 1.00 N/A N/A
-1 Size CF= 1.00 NIA N/A
Flat Use Cfu= 1.00 N/A N/A
Sher Force,V(lb)
Incising C;_ 1.00 1.00 1.00
Repetitive Member Cr= 1.00 WA N/A
3000
2000
Design Values
1000 Fb last) Fv t E(psi)
0 Tabulated 75i i?O 13000
Adjusted 750 170 1300000
Bending Moment,M(Ib-ft)
Section Properties
breadth(b)= 5.5 in
-0� depth(d)= 7.5 in
Area(A)= 41.3 in^2
Section Modulus(Sx)= 51.6 in^3
Moment of Inertial(Ix)= 193.4 in^4
Total Load Deflection(n)
W
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- -----------
------ -----------------
Beam-- --o-r G irder ,--Joist or Rafter
.........
----------------- ---- --------------------
Member# b4 b6 Member atFFIno- Roof
Location exterior. No balcony Repetitive Use?J,
Nominal Size: 1 2 X 6 Incised for PT? No Yes
Species= Douglas Fir-Larch Flat Use: No Yes
9%
r�imens'orl Lur"Iber Grade= No.2 Moisture Content <19% IF,1;;
Span(L)= 7 f -9in Temperature F):F 100 too-125 J5 125 150
Tributary Width(B)= Oft -6 in
Unsupported Length(1u)= Oft - 12 in Set Duration Factors F with Cantilever
........................
-------------------------
Set Deflection Limits
10 with Point Load(s)
a
f– with Sloped Load(s)
Reset Loads to Zero'-7— :___ - ------ ----------.................
1-24-1 P L 7,77,77,_777 i_��_rttons
W T
LOADING Load Type
Dead Load Uniform w(psf)= 10
R1 R2 Point I a(ft)= 3.55 P(lb)= 150
178 lb 166 lb Point 2 a(ft)= 0.00 P(lb)= 0
Stress aridior Deflection Check - OK
A c t u a I Allowable Ratio Floor Live Uniform W(Psf)= 40
Max fv(psi)&V(Ib) 30 167 175 960 1
Point I a(ft)= 0.00 P(lb)= 0
0.00 P(lb)= 0
L; Point 2 a(ft)=
Max fb(psi)&M(I15-ft) 747 471 989 623
Total Load Max.Dell.(in) -0.15 L/617 0.39
Live Load Max.Dell.(in) -0.05 L/1716 0.26
Adjustment Factors
2W for M for V for E
100 Wet Service Cm= 0.85 0.97 0.90
0 Temperature Ct= 1.00 1.00 1.00
-100 Beam Stability CL= 0.99 N/A N/A
-2W Size CF= 1.30 N/A N/A
Shear Force,V(lb) Flat Use Cru= 1.00 N/A N/A
Incising Ci= 1.00 1.00 1.00
Repetitive Member Cr= 1.00 NIA N/A
600-
400- Design Values
200- Fb(psi) Fv 1pm
E(pwj
0- Tabulated 9 11) n0 16n0000
Adjusted 989 175 1440000
Bending Moment,M Ob-ft)
Section Properties
breadth(b)= 1.5 in
depth(d)= 5.5 in
Area(A)= 8.3 inA2
Section Modulus(Sx)= 7.6 inA3
Moment of Inertial(Ix)= 20.8 inA4
Total Load Deflection(in)
Version 20
W Beams/Joists Analysis and Design WWP0.0rq'7
) Ho"'4 to oTrlef Pro,
Devel(:)r-ed bv Forum Enpineers Enter Data Home Print Version
Setup 40
l3_eam or Girder r Joist or Rafter
----------------------------------------------------------------
FMember# B2 Member at FjoT Roof
Location Studio center, balcony above Repetitive Use?I
Nominal Size: 1 6 x 10 Incised for PT? N. Yes
Species Douglas Fir-Larch Flat Use:EN Yes
Retinas fc Strinrlers Grade= No.2 Moisture Content
<19% >19%
Temperature r F) _�00-
Span(L) 7ft -6 in _125 125-150
F <1()o
Tributary Width(B) 15 ft -6 in --------------------------- -------------------
Set Duration Factors with Cantilever
Unsupported Length(11u) Oft - 12 in
---------------- --- ------------
----------- ---------------------------
Set Deflection Limits F_ with Point Load(s)
Reset Load.to Z.:ro ] IF With Sloped LOed(S)
...............
[):-essed dov.n buflons are selec+e_d)
W
LOADING Load Type
Max Span = 7 ft 10 in w,91,7 Dead Load Uniform w(psf)= 10
R1 R2
29061b 29071b
Stress and/or Deflection Check m, OK
A c t u a i Allowable Ratio Floor Live Uniform W(psf)= 40
Max tv(psi)&V(Ib) 66 2293 170 5922 T
CID= !.00
Max fb(psi)&M(Ib-ft) 790 5449 874 6029
Total Load Max.Deft.(n) -0-11 L/833 0.38 2,
Live Load Max.Defl.(n) -0.09 01042 'Y'_ 0.25
Adjustment Factors
40M for M for V for E
3W wet service CM 1.00 1.00 1.00
low
2 0
-low Temperature Ct 1.00 1.00 1.00
-2= Beam Stability CL= 1.00 N/A NIA
3M
4M Size CF= 1.00 NIA N/A
Shear Force,V(Ib) Flat Use Cfu= 1.00 N/A N/A
Incising Ci= 1.00 1.00 1.00
Repetitive Member Cr= 1.00 N/A NIA
6000-
4000- Design Values
200M0- Fb(pstj Fv 6qsJJ E(Dw)
0- Tabulated 875 170 '1300000
Adjusted 874 170 1300000
Bending Moment,M(lb-ft)
Section Properties
breadth(b)= 5.5 in
depth(d)= 9.5 in
Area(A)= 52.3 inA2
Section Modulus(Sx)= 82.7 inA3
Moment of Inertial(lx)= 393.0 inA4
Total Load Deflection(in)
ri Beams/Joists Ana Ng lysis and Design WWPa.0rq - *
Hovi to Older P'o
t,v El o P e d ForUni Engineers Enter Data Home Print Ve,
40 --------------—------------------------------------------------------------------------
Beam or Girder r'Joist or Rafter
----------- -------------------- ------------------- ----------
Member# B1,B3 Member at R oof F
Location studio beams no balcony Repetitive Use?
Nominal Size: ( 1 ) 6 x 10
Incised for PT No ves
Species= Douglas Fir-Larch PAA-()0LV-- Flat No Yes
'19%
tnng�,�s Grade No.2 Moisture content >19%
Span(L)= 7 f -6 in Temperature F) <100 100-125 1 125-150
Tributary Width(B)= 12 ft -6 in ----------------------- ------------
r- with Cantilever
Set Duration Factors
Unsupported Length(1u) Oft 12 in
------------------- ----------------------------------
----------------------------- ------------- -- -------
with Point Load(s)
Set Deflection Limits
oLk(s Reset Loads to Zero r- with Sloped Load(s)
--------------- -- --------
------------do
( ------: - -- --- *- - ---- - -
r)Ff";SEKJ %%/n boll are
W
LOADING Load Type
Max. Span = 8 ft 9 in Dead Load Uniform W(psf)= 10
R1 R2
23441b 23441b
Stress and/or Deflection Check w OK
A c t u a I Allowable Ratio Floor Live 7n w(pso 40
Max N(psi)&V Qb) 53 1849 170 5922
U."
Max fb(psi)&M(Ib-ft) 637 4395 874 6029
Total Load Max.Defl.(n) -0.09 L/1033 0.38 2 i
Live Load Max.Defl.(in) -0.07 L/1292 0.25
j h. 4
Adjustment Factors
3=
—M for V for E
2=
low wet Se"'" C '#-N S 1.00 1.00 1.00
0 Temperature- 1.00 1.00 1.00
-20W Beam Stability CL= 1.00 N/A N/A
low
-3= Size CF= 1.00 N/A N/A
Shear Force,V(Ib) Flat Use Clu= 1.00 N/A NIA
Incising Ci= 1.00 1.00 1.00
Repetitive Member Cr= 1.00 N/A N/A
6000-
4000- Design Values
2000- Fb(psi) Fv(psi) E(psi)
0- Tabulated
Adjusted 874 170 1300000
Bending Moment,M(Ib-ft)
Section Properties
breadth(b)= 5.5 in
depth(d)= 9.5 in
Area(A)= 52.3 inA2
Section Modulus(Sx)= 82.7 in A 3
Moment of Inertial(lx)= 393.0 in A4
Total Load Deflection(in)
BP-2008-1189
'GIS#. COMMONWEALTH OF MASSACHUSETTS
r . CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category:_ BUILDING PERMIT
Permit# BP-2008-1189
Project# JS-2008-001753
Est. Cost: $10000.00
Fee: $25.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: Homeowner as Contractor
Lot Size(sq. ft.): 14810.40 Owner: GAFFNEY SEAN
Zoning URB Applicant: GAFFNEY SEAN
AT: 25 MUNROE ST
Applicant Address: Phone: Insurance:
29 MUNROE ST (413) 584-38810
NORTHAMPTONMA01060 ISSUED ON.613012008 0:00:00
TO PERFORM THE FOLLOWING WORK:REPLACE SIDING
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 NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: - Date Paid: Amount:
Building 6/30/2008 0:00:00 $25.00721
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Building Commissioner-Anthony Patillo
v3y (vt Wei I
y d cy --,? locv
o"O" I
V7 VOO)i--9 fygc)OY gaorl,
--CYOY'lj U50 04/
lw��/) Y - 201,
W� 7 1y
i%1u�S,t/2✓9 PE✓�/ X17
25 MUNROE ST
BP-2005-1027
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map_Block: 38B- 108 CITY OF NORTHAMPTON
Lot: -001
Permit: Buildina
Category: BUILDING PERMIT
Permit# BP-2005-1027
Project# JS-2005-1404
Est. Cost: $29400.00
Fee: $100.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: Homeowner as Contractor
Lot Size(sa. ft.): 14810.40 Owner: GAFFNEY SEAN
RD Qnnlicant: GANE
FFY SEAN
AT. 25 MUNROE ST
Applicant Address: Phone: Insurance:
29 MUNROE ST (413) 584-3881 O
NORTHAMPTON MAO 1060 ISSUED ON:5116105 0:00:00
TO PERFORM THE FOLLOWING WORK.-RENOVATE & RECONFIGURE EXISTING 2 FAMILY
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:
Rou h: 'I �0�� Rou h: 7 / House# Foundation: ,
y�E.NC`1� (ia �F"f('fiTll�S
Driveway Final: Z��r'E ,1/
Qa N FMrAt fl��GiZ
Final: Final: ��'°q6 izC tr Rfyc�l f�
Rough Frame: /0
N
Gas: Fire Department L (-�'`/`o`Q�y_ Fireplace/Chimney:
Rou,+.th: Oil: t,a t t s Insulation: ?` C�t OAP S't'GC_"l
4(t M/3 c-t,4, 0A
Final: /
Final: Smoke: 0,1, 3 ?4 -0 7
THIS PERMIT MAY BE REVOKED BY THE CI . OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULAT S. ��
Certificate of Occupanc si nature:
FeeType• Date Paid: Amount:
Building 5/16/05 0:00:00 $100.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Building Commissioner-Anthony Patillo