23D-122 186 FEDERAL ST BP-2016-1372
GIs#: COMMONWEALTH OF MASSACHUSETTS
Ma :Block:23D- 122 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Buildinq DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: Building BUILDING PERMIT
Permit# BP-2016-1372
Proiect# JS-2016-002360
Est. Cost: $94000.00
Fee: $611.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Groin VALLEY HOME IMPROVEMENT INC 077279
Lot Size(sq. ft.): 20647.44 Owner: COMERFORD JOANNE M&ANN M HENNESSEY
toning• URB(100)/ Applicant: VALLEY HOME IMPROVEMENT INC
AT. 186 FEDERAL ST
Applicant Address: Phone: Insurance:
P O BOX 60627 (413) 584-7522 Workers Compensation
FLORENCEMA01062 ISSUED ON.5/23/2016 0:00:00
TO PERFORM THE FOLLOWING WORK.•RENOVATE KITCHEN, 2 BATHROOMS & OPEN
WALLS, INCLUDING SIDING REPAIRS
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 5/23/2016 0:00:00 $611.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2016-1372
APPLICANT/CONTACT PERSON VALLEY HOME IMPROVEMENT INC
ADDRESS/PHONE P O BOX 60627 FLORENCE (413)584-7522
PROPERTY LOCATION 186 FEDERAL ST
MAP 23D PARCEL 122 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: REMODEL OF INTEFUOR SPACES INCLUDING STRUCTUAL CHANGES. SIDING
REPAIRS ON EXTERIOR
New Construction
Non Structural interior renovatio
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 077279
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
VA"p Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Delay
_ 6�3"161
Sign re of Buildi fficia Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of
Planning&Development for more information.
h
Department use only
GV G Y City of Northampton Status of Permit:
Building Department Curb Cut/Driveway Permit
IN g `"' 212 Main Street Sewer/Septic Availability
Room 100 Water/Well Availability
WNGINSPECTIONs rthampton, MA 01060 Two Sets of Structural Plans
one 413-587-1240 Fax 413-587-1272 Plot/Site Plans
Other Specify
APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address:
This section to be completed by office
Fed►�r�a Map Lot Unit
Cx CA6 Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
inn 1'0(0 F'gren<e Ml, orab
Name(P'nt) r Current Mailing Address:
Telephone
Sign#e
2.2 Authorized Agent:
(eaa1 Fk renC-r t" 0�0 2
Name(Print) Current Mailing Address:
J �, /5
Signat a Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building 71, 000 (a)Building Permit Fee
2. Electrical ' (b)Estimated Total Cost of
Construction from "6
3. Plumbing o o() Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection
6. Total=(1 +2+3+4+5) 0g) Check Number 3 7 9
This Section For Official Use Only
Building Permit Number: Date
Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
�a ..
t .. � ..�..,: ,
t �Y
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Dep ent
Lot Size
Frontage
Setbacks Front
Side L: R: L R:
Rear
Building Height
Bldg. Square Footage %
Open Space Footage %
(Lot area minus bldg&paved
parking)
#of Parking Spaces
Fill:
volume&Location -
A. Has a Special Permit/Variance/Finding eve been issued for/on the site?
NO Q DON'T KNOW 0 YES 0
IF YES, date issued:
IF YES: Was the permit recorded at th Registry of Deeds?
NO 0 DON'T KNO 0 YES 0
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, b dy of water or wetlands? NO 0 DON'T KNOW Q YES
IF YES, has a permit been need to be obtained from the Conservation Commission?
Needs to be obtained 0 Obtained 0 , Date Issued:
C. Do any signs exist on th property? YES Q NO 0
IF YES, describe si , type and location:
D. Are there any pr osed changes to or additions of signs intended for the property? YES Q NO
IF YES, desc be size, type and location:
E. Will the con ruction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan
that will di urb over 1 acre? YESQ NO Q
i
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing F7
Or Doors 1-1
Accessory Bldg. ❑ Demolition �❑ New ' ns O] Decks [ Siding[p] Other[0]
Brief Description of Proposed ReMr1� � � '
Work: �►Ji�(C-lG'� S�� S ��1��I,�d1^r6 S-r UC%fWL' cwc
Alteration of existing bedroom Yes No Adding new bedroom 1 I Yes�t R1 No 0` EXTlcdL
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -SheL
6a.If New house and or addition to existing housing complete the following:
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 Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain 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 Tank City Sewer Private well City water Supply
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1' �.J D A- ��� rlrl 1 a as Okvner of the subject
property.
h eby authorizes ,
act on my be alf, in all afters lative to work authorized by this building pe it ap ication.
r
Signature of Oyther Da
ib
I' SVCA�� ,as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
anr�hc.liof
Signed u er the pains and penalties of perjury.
Print Name
Signature of Ow ner/Agent Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
C
Name of License Holder: �� ('\ �7 j`����y V1�1��r 1 0:1—1 � '19
License Number
r
Address Expiration Date
Arm,-- w '
Signature Telephone
9.Re istered Home Improvement Contractor: Not Applicable ❑
C
Company Name Registration Number
— P D - &K 9// ? //8
Address Expiration Date
Telephone_L��7��
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25( (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...... ❑
11. -Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occutaied Dwellings of one(1) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780, Sixth Edition Section 108.3.5.1.
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 person who constructs more than one home in a two-year 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 permit
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.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
w
city of Northampton 212 Main Street, Northampton, MA- 01060
Solid Waste Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as
a condition of the building permit all debris resulting from the construction
activity governed by this Building Permit shall be disposed of in a properly
licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
Address of the work: y--e—ncic
The debris will be transported by:
-Qj
The debris will be received by: L
Qj
Building permit number:
Name of Permit Applicant \J
V
mere--
1 164 l
Date Signature of Permit Applicant
:;..a The Commonwealth ofMassachusetts
e ;aaataaa azt ofIndustria I ccid:ny
. QJy1ce of Investigations
600 Washington Street
== Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information -�`� Please Print Legibly
*Name (Business/Organization/Individual): ��,�' i (�C .1.�"hx2Y-b1,Y i1 f Q-1' , �..1�V l
Address:_ `-�b�� y`��G�� {1�,`�
p
City/State/Zip: �' �ot��rl,�� � C1 Phone#:
Are you an employer? Check the appropriate box: Type of project(required):
1.[� I am a employer with 1 2� 4. ❑ I am a general contractor and I
employees (full and/or port-time).
* have hired the sub-contractors 6. New construction
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑Demolition
working for me in any capacity. employees and have workers'
[No workers' comp. insurance comp. insurance. 9 F] Building addition
required.] 5. ❑ We are a corporation and its lo.❑ Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11.E] Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.] t c. 152, §1(4), and we have no 13.❑ Other
employees. [No workers'
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must 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
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: Nf beMa- C ax` ,a- ✓�Ce
Policy#or Self-ins. Lic. #: oocj 0 6 c z I'S Expiration Date: i 4 117
Job Site Address: n(o Ef- i F4- City/State/Zip: Vkorentr CN),,. 0\0C,)2-
Attach
?(,2Attach a copy of the workers' compensation policy declaration page(showhig 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
fine up to 01,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fitic
of up to 0250.00 a day against the violator. Be advised that a copy of this statement may be fb .yarded to the Office of
Investigations of the DIA for insurance coverage v rification.
I do hereby certify thepains a d penaltie ,perjury that the information provided above is true and correct.
I
6
Si afore: i, Date: 0
Phone
off—rin1,eco Doom_ I)n not write in this area, to be nomt9leted by ciao,or town ol'ilcial ;
City or Town: PermitlLicense#
Issuing Authority(circle one):
L Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#: -
aeee
Project: 11hyfflotilii Stephen Gross
Location: MLB2 Valley Home Improvement
Multi-Loaded Multi-Span Beam 340 Riverside Drive
[2009 International Residential Code(2012 NDS)] Northampton,ma 01062
(3)115 IN x 7.25 IN x 8.5 FT
2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9.0.2.5 5/17/2016 1:22:37 PM
Section Adequate By:67.6%
Controlling Factor:Deflection
CAUTIONS
*Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0A7 IN U603
Dead Load 0.07 in
Total Load 0,24 IN U420
Live Load Deflection Criteria:L1360 Total Load Deflection Criteria:L/240
REACTIONS A B
Live Load 2040 lb 2040 lb
Dead Load 890 lb 890 lb
Total Load 2930 lb 2930 lb
Bearing Length 0.74 in 0,74 in
BEAM DATA Center
Span Length 8.5 ft
8.5 ft
—8-5ft
Unbraced Length-Top 0 It
Unbraced Length-Bottom 8.5 It
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 480 plf
2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 120 plf
Base Values Adiusted Beam Self Weight 10 plf
Bending Stress: Fb= 2900 psi Fb'= 3089 psi Total Uniform Load 610 plf
Cd=1,00 CF=1.07 TRAPEZOIDAL LOADS-CENTER SPAN
Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One
Cd=1.00 Left Live Load 0 plf
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Dead Load 80 plf
Comp.-L to Grain: Fc- = 750 psi Fc--L'= 750 psi Right Live Load 0 pff
Controlling Moment: 6227 ft-lb Right Dead Load 80 pif
425 Ft from left support of span 2(Center Span) Load Start 0 ftLoad End 8.5 It
Created by combining all dead loads and live loads on span(s)2 Load Length 8.5 It
Controlling Shear: -2930 lb
8.0 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Redd Provided
Section Modulus: 24.19 in3 45.99 in3
Area(Shear): 15.42 in2 38.06 in2
Moment of Inertia(deflection): 99.47 in4 166.72 in4
Moment: 6227 ft-lb 11837 ft-lb
Shear: -2930 lb 7232 lb
NOTES
! 1
• 1
t 5
Pa vsloo6 P Ft\9nt gta�
s� oad �d
Fe� 13yp � dE to
��y1.00 or N
GF' P5� 1Ao 5 PSS
S\ G'
ud.1 O0 1 oll ir Ps` F
FG'y
s12
Zy tt\,o SPanl ds°n sPanl
62 2 leen<a�\�e\oa 2
5 PP°ao de d 2929 bnl a\°ads°n sPanlsv\ d
entie�\oSP 5 and\\� d PIO �n3
N heat. n 2 d ad (36,9?
63\n2
.0 S °(sP? a\\dean3 5� \nQ
�PPo��p�n�n9 ge°c102
ns 2 y\n2 y33 9�t\b
Eby ceaut<� 3 p1 �n� �g y6 V)
s Zy \b [\5
oO 62
�S a 1 U{iia lde�e�`Onl' 2g29\b
Hent°f\ne
�R`ent.
neap•
page
Project: i ►I�� Ilcw �I. , Stephen Gross
Location:MLB2 Valley Home Improvement /
Multi-Loaded Multi-Span Beam 340 Riverside Drive of
[2009 International Residential Code(2012 NDS)] Northampton,ma 01062
(3)1.5 IN x 1 IN x 8.5 StruCalc Version 9.0.2.5 5/17/2016 1:18:21 PM
#2-Spruce-Pine-Fir-Dry Ussee
Section Adequate By:27.9%
Controlling Factor:Moment
VMD DIAGRAM
3000-
1500—
Shear(Ibs)
000 1500 Shear(Ibs)
0
-1500 _
-3000
-2929 Ibs 8 ft
7000 6225 ft-lbs @ 4 ft
3500
ment(ft-Ib)
0
-3500
-7000
-0.08-
-0.04—
D
0.08-0.04D ifiection(in)
0
0.04
0.08
0.075 In@4.2ft
Pace
Project: Stephen Gross
Location:COL3 "' '' Valley Home Improvement
Column 340 Riverside Drive o�
[2009 International Residential Code(2012 NDS)] Northampton,ma 01062
(3)1.5 IN 3.5 IN x 8.0 FT
#2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 5/19/2016 8:02:05 AM
Section Adequate By:57.6%
CAUTIONS
x Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1
VERTICAL REACTIONS LOADING DIAGRAM
Live Load: Vert-LL-Rxn= 2929 Ib
Dead Load: Vert-DL-Rxn= 23 Ib
Total Load: Vert-TL-Rxn= 2952 Ib
COLUMN DATA
Total Column Length: 8 ft B
Unbraced Length(X-Axis)Lx: 8 ft
Unbraced Length(Y-Axis)Ly: 8 ft T
Column End Condtion-K(e): 1
Axial Load Duration Factor 1.00
COLUMN PROPERTIES
#2-Spruce-Pine-Fir
Base Values Adjusted
Compressive Stress: Fc= 1150 psi Fc'= 442 psi
Cd=1.00 C&1.15 Cp=0.33
Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1509 psi
Cd=1.00 CF=1.50 Cr-1.15 aft
Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1509 psi
Cd=1.00 CF=1.50 Cr-1.15
Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi
Column Section(X-X Axis): dx= 3.5 in
Column Section(Y-Y Axis): dy= 4.5 in
Area: A= 15.75 in2
Section Modulus(X-X Axis): Sx= 9.19 in3
Section Modulus(Y-Y Axis): Sy= 3.94 in3- 1
Slenderness Ratio: Lex/dx 27.43
Ley/dy= 21.33 A
Column Calculations(Controlling Case Only):
Controlling Load Case:Axial Total Load Only(L+D) AXIAL LOADING
Actual Compressive Stress: Fc= 187 psi Live Load: PL= 2929 Ib
Allowable Compressive Stress: Fc'= 442 psi Dead Load: PD= 0 Ib
Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib Column Self Weight: CSW= 23 Ib
Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib Total Load: PT= 2952 Ib
Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb
Moment Due to Lateral Loads(Y-Y Axis): MY= 0 ft-lb
Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psi
Allowable Bending Stress(X-X Axis): Fbx'= 1509 psi
Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi
Allowable Bending Stress(Y-Y Axis): Fby'= 1509 psi
Combined Stress Factor: CSF= 0.42
NOTES
Project: fir::I�,,� i :Caa9e
Stephen Gross
Location:MLB2 I' ' '`' Valley Home Improvement /
Multi-Loaded Multi-Span Beam 340 Riverside Drive
[2009 International Residential Code(2012 NDS)] Northampton,ma 01062
(3)1.5 IN x 11.25 IN x 8.5 FT StruCalc Version 9.0.2.5 5/17/2016 1:18:19 PM
#2-Spruce-Pine-Fir-Dry Use
Section Adequate By:27.9%
Controlling Factor:Moment
CAUTIONS
*Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.08 IN U1353
Dead Load 0.03 in
Total Load 0.11 IN U942
Live Load Deflection Criteria: U360 Total Load Deflection Criteria: 0240
REACTIONS A B
Live Load 2040 Ib 2040 Ib
Dead Load 889 Ib 889 Ib
Total Load 2929 Ib 2929 Ib
Bearing Length 1.53 in 1.53 in
BEAM DATA Center
Span Length 8.5 ft
Unbraced Length-Top 0 ft 8.5 ft —�
Unbraced Length-Bottom 8.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
UNIFORM LOADS Center
MATERIAL PROPERTIES
#2-Spruce-Pine-Fir Uniform Live Load 480 plf
p Uniform Dead Load 120 plf
Base Values Adjusted Beam Self Weight 9 plf
Bending Stress: Fb= 875 psi Fb'= 1006 psi Total Uniform Load 609 plf
Cd=1.00 CF=1.00 Cr-1.15
Shear Stress: Fv= 135 psi Fv'= 135 psi TRAPEZOIDAL LOADS-CENTER SPAN
Cd=1.00 Load Number One
Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Left Live Load 0 plf
Comp.-L to Grain: Fc--L= 425 psi Fc--L'= 425 psi Left Dead Load 80 plf
Right Live Load 0 plf
Controlling Moment: 6225 ft-Ib Right Dead Load 80 plf
4.25 Ft from left support of span 2(Center Span) Load Start 0 ft
Created by combining all dead loads and live loads on span(s)2 Load End 8.5 ft
Controlling Shear: 29291b Load Length 8.5 ft
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Read Provided
Section Modulus: 74.23 in3 94.92 in3
Area(Shear): 32.55 in2 50.63 in2
Moment of Inertia(deflection): 142.1 in4 533.94 in4
Moment: 6225 ft-Ib 7960 ft-Ib
Shear: 2929 lb 45561b
NOTES
- --- _- •----,•-- •r-- --- ••-• ,•• ••• ••••r• ••• ••. ••• •t• ••r.•• .+........=.ow,,,, ,.v......, —1ji,vrtory ury wfuldut Ulu Ut vrn.artu customer agrees war me elements or rots plan snap not ne repunusnen orpresenreo rn any
Corm for the purpose of enabling or saPporting the work of competing project contractors without the permission of and compensation paid to,VHL
P
1-4
T n G9 = '.
mz
4 z p ;fiP
�
m M
-1 -
°0-U
c()
G)0
�. 0
X.
71
M m
i o O
M
to 00 -
0 D
i
r-
0
�. m Z m
f 0 oa
4 m X>
I 00 —>< m O
O =D Oi
o \� C
1
5 nt n
' 0
i7 m
O r
n
_•
M 21
X n_i
UJ
Ti
—:� rn v
j t
Ln
I �
(71
m'
In;�0 >
rrr (y
- i
-<<n < m(' ® R fit` i
Cord
cn O n 1 0
m In o z>; am
< m �'Gi `mn
L.
m G'
r z t_
rm m
m
A
M
Valley o11°te Impl"OvemeYl$, Inc. 186 FEDERALSTREET SC,%LE:SEE VIEWr"SHTNUNIBER:3240 Riverside Drive, PO Box 606,27,Northampton, MA 01062 FLORENCE,14�4a EXISTING CONDITIONS DNTE:5/10/2016
OfficePhone413.584.7522 Fax 413.585.0820 ® ®����®�® �® �� DR;�wNsv:s.�. 07
Fiinda onthewebat: UUW.ValleuHomelmprovement.corn Aff t
iO
a I LU
LU5
99II
Lu
7 W
C^
S � i
D
co
uj
LLI
jLlj
n
i
E:A6�IIL Y ROOM ��w ��
j
S, C)
n
u
03 u-
0 NO WOR!:IN THIS ROOM REPLACE Lh5 UDR OO OR(2);NOGRVS
o
' VENT HOOD OUTSIDE
i
� EW HARVEY
rLONCON 5KY QUA OUNTER., WHITE VINYL DH (—
WINDOW IN .�
EXISTING
OPENING
j 3OVER 1 GRID
2 p ( !� 1 �.- ` c TILE BAGS PLASHL 2
_N
{ y _ wwnm.z D -40 REUSE-EXISTING TOIL;r I
a vz
)-y 3-4 1W — T-B 1N• -� P Q/ Q
tl - 92
KrTCHE RE USE TOE KICK HEATER s"'"� AM sTD WALL HUN6 WHITE 51N IN LE LAKEINELL 57OKI
NK/D(POSED P TRAP
1 Z L
" U ■.
u 1 ® BUTCHERSLACKGOUNTERTOP/WOOD TBD .,�( Z L6
A T-b' 4'_p• uj
P:Ef^!FULL VIEW WOOL OORS INSTALLEG GHEN W
`p D -40 B N cewn_an �- w co wo
ys, CRAP OFF TEXTUR-E ON ALL CEILIN65,MAKE 51AOOTH A D PRIME;2 GOATS ' - • rfa
0-
tl
4
INFILL WOAD FLOORING WHERE WALLS REMOVED;DO NOT TOOTH IN. _ _ MUDROOM (GARAGE
7
MATCH FX191 ING AS 0.05E A5 P05510LE 2
s,p REFINISH 15 FLOOR 5 COSTS SATIN POLY6.
_.. .._ - - - - --- q
o -- --- - INSTALL CAT \ pp
S PLYLVL HEAD-ER WRAPPED IN 64115 , -DOOR, "� REPLY" GL.`.55 IN MU DROOM DO R i2);NO GRIDS s i
WOOD#1. EXISTING WOOD FLOORS POSTS'IIFIN IeA ff 1WED ROUX-N EAVN\PINE 6i,ZN cGA'n-D L siloel [.'n v V Q 0
o TO REMAIN. REFINISH
THROUGHOUT FIRST FLOOR.±635 - yn
i d SQ FT
a F —J
INSTALL NEW CARPET ON STAIRS
> 1 I
COLUMNS LOCATED OVER EXISTING BASEMEN
_....-_ _
COLUMNS WRAPPED WITH. RECLAIMED
L o LIVENG h --) - RUSTIC EARN BOARD IL
WOOD#2.PATCH FLOOR WHERE WALLS O 3
3 EMOVED. TO MATCH EXISTING. > z
f`! Z
a CH kNik INHERE STONE
y SURROUNDING MATERIALS V O �
TILE#3 AT ENTRY,±20 SQ e X13cl
`o �— _
rn ( bi 4 F 1 O I-
ro 01 �^
i vii ( @F' Qj Iil n
i o PAINT ALL FASE2 npon __NEW5TORM DOOR INSTALLED ON EX15TIN6 ENTRY DOOR;5TYLE TBD.
jN i "---RADIATORS
kk MA ONI Gv PSOAiD5 TO MA-GH- 1-TING iN57ALL_-O`FR TI1'-H_A-I4:N�
1stfoor
an i O
3/lain= 1 f� L
I m � i�1
k
oylaes ml l mu el—lullls DI flus plan snao nol De repunnsneo or presenleo m any
form for thv purpesea of enabling or,,ripporting the work of competing project contractors without the permission of,and compensation paid to,VHI.
1
j til F� 3 I
1 €7 z P >
<� X
=>
�a
3
3'-0 112' n
`s- ;u
�i0 r-
n {11
a W
ZS =j
3 3:
C, -
C
r• � 0 � I �
p0 Z o �
A
® a
s
x
u aa
c
Z
O m 6 m m AO� 0
O -{ a N m Z a) b p
a z g=g P p fn z
m 2 Z
ffl Z O y fn l
N J m
�p 2 m o 3 a
Y � y P � ar
c r v rn = m
(nCn
J
A q AA z n O
6 O
3 AO F Z ^_
A
P
m
y
z
O
x
y o
m /(�
c
Valley Home Improvement, Inc. 186 FEDERAL STREET SCALE:SEEVIEW SHEETNUMBER-
3&b0 Riverside Drive, PO Box 6)(527,Northampton, MA 01062 F't ORENCE,MA PROPOSED 2ND FLOOR DATE:5/10/2016
t11'fl ce Phone 413.584.1522 Fax 413.585.0820 ® ®���F®�® ��® �� DRAWN BY:S.G.N Find us on the t.ueb at: u.WW.ValleyHorneImprovement.com �_tlani/:o
., �� ,m _.- = ,
I- ,....,................_..—.........o................,'--p-"—.,, '—vu.n,oe.—v,-u,onu..umwuvr ap.—ura,u.v ervuronra ul a//s pldrr snd,nue ud rupurwwwa or presenrea/n any
form for tho purpose of enabling or sul porting the work of competing project contractors without the permission of,and compensation paid to,VHI.
1'_10"
n
sv
fu
N
I I
µ
C?ti
I
F
-y O
G.C
i O 1
1 rnrn '
Orn w
Ci m
r I-
i
I o C]
—
cffrnI I LAI I 1 11
(P�
L � I-
�maI L _. ._ -. .. 1_IO r,ZoCffi 7
i nll
�1. I I ! Wm�f.,�
_ _ G7 p j D
7Irn - - � 1-... i _ po6;;c
Z + I 1f 2m«
_ rTl p 7•;G)
rn
I I I ! I I r 171"T7
C G:
�I r to
I I
I
0
_ or- vv
v,z m
I ! I I I
z .
i�
I O rrl
l In --c;z fr,
G7
rTl
r U
�z
' I
-M ID1+ I
'>w
7 fn
-n O
S
-i
r-
m
Valley -'f®m improvement, Inc. 186 FEDERAL STREET SCaLE:SEEVIEW -sHEETNUTABER�
340 Riverside Drive, P4 Box x0621,Northampton, MA,01062 FL®RENCE,MA SINK WALL (ELEVATION DATE:5110/2016
UHd L Phone 4 i 3.584.7522 Fax 413.585.0820 JO C®l9 ERFORD AND N —
DRAWN 8Y:S.C.
�itld ls on the uae�h at: u.wLv.YalleuHomelmprovement.com
fi
UJ
cc
FAMILY ROOM z
C T
o I 1 1 1 (103)
LU
I e UUUUCDz:a
s � Lul
�--'-VE�Il'HOOD OUTSIDE
^ -
a / `--NEW WINDOW IN
° EXISTING
OPENING #2±
F-21 SQ FT
L—PANEL
ELEC
E
COUNTER-DEFRPt 5
o WALL HUNG CABINETS. I I� REF I -� WUMTEk»# e
( FLOATING TO ON i — L! - -�\, '_/ — -- 97
E INTERFERE WITH H J � Elf
3'-41/4" T _7-E 114" -- `
EXISTING `J I I o R� CHE ® / I F'
HEATER. R1 -tel' R1 �^
° _ Lu
IUD
1 zY
— --
i
o ci/—ANI Ll
4'-0" M
,yg
A -4D0 B v1 CCUNTER47 vi I i ' 9
A
j _ I ,I ---- -- —--- — ---- I---- ------- --
d o MIUDROOM GARAGE
END PANEL w Q 0
u o --------------- --------- ----- - INSTALL CAT 4 u Li.
—DOOR w
co 24 9"
c DOD#1. EXISTING WOOD FLOORS—
co
o )REMAIN. REFINISH J
o iROUGHOUT FIRST FLOOR.y 635 n �Y� I Ri ii -
o'2 2 FT - - �` c� L`
I \
LVL BEAMS.TO BE SIZED BY co
m LUMBERYARD. PAINTED GWB
SOFFIT TO COVER BEAMS.
0 .
Ixdw� rr RS \ COLUMNS LOCATED OVER EXISTING BASEMENT
0 UMINS. RECLAIMED HEAVY TIMBER tv ) �
a USE SOFFIT AS ELECTRICAL CHASE � �
WOOD fit PATCH FLOOR WHERE JVALLS p
o F
`—REMOVED. TO MATCH EXISTING. L
_
s`
PATCH WALL WHERE STONE (U B xCk
P - VENEER WAS REMOVED TO MATCH - __ E '�
t - SURROUNDING MATERIALS
MAKE GEILIN65 SMOOTH O
—_ 2 GOAT5 FEAT WHITE FAINT / TILE#3 AT ENTRY,±20 SO } z
y 6 04FT
>_ r
o, ctV
101 _.. I `s.`tr a };t
NEW ENTRY DOOR AND5IDELITE5j N )
3
:
4
CO
1 LIGHT FIXTURES
•-�--� Q1 fel z
+��C��
RlG M^'JNT� ..-'_-__-•- I I --LET-CF!
el
CEILING fnJD.tivT,DIMMER l`.-J•l-- 1 M
p I I i I' ^, Nav oUner-ouPCEY.oun-r, I -J—Jot
�I
C MOUNTED RECtiSED CANPA2 30 JS
, V.�, — _ < ' eE P62 t.
p O DIMMER 74 E_'E_CCDE >
Dco z
pl, CEILING MWITTED,VENTING,HATING c.,J✓- f '•'SMOKE DETECTORS PLACE'4S.T/7'PET3
BE PER MA CODE.HARDWIRE.
ImorapianrsUropruprrerarywurtcproauctorvaueyr7urneimprovement,inc.(vnq.itisaeuvereorormetenuea ro
anuexclusivepurposeor supporting me contract ora or vrtr,anti customer agrees marine erem
ents or tors pian snau not oe repua presentee in or presentern any
form for the purpose of enabling or supporting the work of competing project contractors without the permission of,and compensation paid to,VHL
O
O =
° -4 o
m coo
0
0
106 5/8" 108 1/8"• 96"
95 1/8" 1 1/2" 10" 98 1/8" 10, 96"
f
, 1
, � LI
= I
N fit
- tp X
O O
ME
N
O �
iI II
A�.c
J
T-2 1/8"
I;p � � �AF I I
�. �A.■ �
V I N rn I I..i 1
t�
cv 3 O m A iii� i{
Uj
DW m
U,
O
O U, ME
ti i I Il
O ?
U3 -0
n M Q Q
-
rnN 7cQ1 .Xa Alf It �-
O N
N �
S
N �
3 fn l
h.I ; f
A�
_o
I �
Valley Home Improvement, Inc. 186 FEDERAL STREET SCALE:SEE VIEW SHEET NUMBER 340 Riverside Drive, PO Box 60621, Northampton, MA 01062 FLORENCE,MA Cross Section DATE:5/19/2016
Office Phone 413.584.1522 Fax 413.585.0820 JO COMERFORD AND ANN DRAWN BY:S.G. 8
Find us on the web at: uuw.Yalle Homelm rovement.com