24A-029 (9) 84 RIDGEWOOD TERR BP-2009-1083
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:24A-029 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-2009-1083
Project# JS-2009-001569
Est. Cost: $150000.00
Fee: $331.80 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: JOHN C LEBHAR 75531
Lot Size(sq. ft.): 7492.32 Owner: JAMES JOANNA IRENE&JOANNE E SALUS
Zoning:URA(100)/ Applicant: JOHN C LEBHAR
AT: 84 RIDGEWOOD TERR
Applicant Address: Phone: Insurance:
68 SCHOOL ST (413) 247-5107 ()
HATFIELDMA01038 ISSUED ON:7/8/2009 0:00:00
TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY
ADDITION(BEDRM/BATH EXTEND KITCH/DINING & NEW ENTRY)
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 7/8/2009 0:00:00 $331.80
212 Main Street,Phone(413)587-1240, Fax: (413)587-1272
Building Commissioner-Anthony Patillo
File#BP-2009-1083
APPLICANT/CONTACT PERSON JOHN C LEBHAR
ADDRESS/PHONE 68 SCHOOL ST HATFIELD (413)247-5107 O
PROPERTY LOCATION 84 RIDGEWOOD TERR
MAP 24A PARCEL 029 001 ZONE URA(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out 3310 ,J 3/r ry Fee Paid
Typeof Construction: CONSTRUCT 2 STORY ADDITION(BEDRMBATH EXTEND KITCH/DINING&NEW
ENTRY)
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 75531
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFOplATION PRESENTED: U PDATEO G ETA t,t A sq SPEC'((demaN s F°
pproved Additional permits required(see below)
PID6E 800-1 Sc,(PPoKt Rc041gEO iPeie2 -►g
PLANNING BOARD PERMIT REQUIRED UNDER:§ FRAni(N3 INSPECT/on)) G te
o TEcro1Z. %N 6115(14643
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
Demolition Delay
0708 09
Signature of BuildingOfficial /g 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.
s
Department use only '
%fty of Northampton Status of Perrnit: tHcling Department Curb Cut/Driveway Permit��i12v Main Street Sewer/Septic Availability
�� 'LO�� OM 100 Water/Well Availability
J�� f tham on, MA 01060 Two Sets of Structural Plans
�` 87- 40 Fax 413-587-1272 Plot/Site Plans
o,\,ej ,! 0 Other Specify
APP41 '1'JON TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
This section to be completed by office
1.1 Property Address: /f -t
O , , p4 e ✓6Z O / �/e�• Map Lot Unit
/ (7a-t7 t ►P Tat/ At Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
/ 2.1 Owner of Record: ,----- ' j o a i4 me jaik./- r 4-1 R f‘Q)sz_e.A.ie 4 r-re Vet ce__
Na , Current Mailing Address: (7/13 , St[L, S ?Z ,
Telephone
n. fre
2.2 Xuthorized Agent:
'- --0l1-M C. _E6N 6 6 5e_ilv'oL 5T'' '49-tFiEk,'
Name(P igloo Current Mailing Address:
Si.v.ture Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building /3r�/ � .d (a)Building Permit Fee
6 .
2. Electrical 5 a'eD , (b)Estimated Total Cost of
_� 1 Construction from(6)
3. Plumbing 5 Q-zra, Building Permit Fee
4. Mechanical(HVAC) ' z s a✓'
5. Fire Protection 6. Total=(1 +2+3+4+5) f 50/T - Check Number 3/10 _ 035l1 Sd
This Section For Official Use Only
Date
Building Permit Number: Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
M
•
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 Department
Lot Size .,_.__i„5�X..C� _ ._. 5. ... ....__ " .__-..
Frontage _ _.'e r 't!`t _
Setbacks Front I ZS r 1 2 5
r.
Side L: i R:-CS. L:.z-r. _ R .!.S_..' _.�
Rear 6 115 J 37 a
Building HeightZ t_ � ) ... if
Bldg. Square Footage .Q3 % `m.....
Open Space Footage __ _ ' /
(Lot area minus bldg&Paved __ �,._.,_;
parking)
ItS
#of Parking Spaces _ _ __
Fill:
(volume&Location) _ ---- ----_<: _____.._ ....., ".____M______.,._._ ____....
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW .40 YES 0
i
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT KNOW 0 YES 0
IF YES: enter Book Page= 1 and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO 49 DONT KNOW 0 YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Q Obtained 0 , Date Issued:
C. Do any signs exist on the property? YES 0 NO 0
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO
etFil
IF YES, describe size, type and location:
i
E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO 0.
4.
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 7 Addition Replacement Windows Alteration(s) n Roofing
Or Doors ❑
Accessory Bldg. D Demolition ❑ New Signs [CO Decks [C] Siding[D] Other[
Brief Description of Proposed AGl'f'r
Work: ADD 2 s-`v jr ..f�/ /;,-/O"t, RE¢/L 0
Alteration of existing bedroom X.
Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement - Yes X No
Plans Attached Roll -Sheet
6a. If New house and or addition_ to existing housing, complete the following:
a. Use of building: One Family 1/ Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms 2
c. Is there a garage attached? PJ 0
5
d. Proposed Square footage of new construction. D Dimensions ST�4' Zl X 5 /?A X /S
e. Number of stories? 2-
f. Method of heating? rifvo.vr A/.4TF,C fiea i, pr'Sr. Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction ,2 3
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 ^s` 6 Fr
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
To a a T a u-t e a a � aC A 4 i
/ ! / , as Owner of the subject
property
74 pi L�t b �l Q 1�
h e reby a thoriz;
ti act on b- If, in ali a er r-lative to work authorized by this building permit applica ion. 0 C
J ( ' Z
ignat� of Owner 1 Date
D"I 141J —E�j,1.}412— , 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
and belief.
Signed er the pains a enalties of perjury.
Pr Name
( e— ZO
Signat of Owner/Agent Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
CL Name of License Holder: �`� E614
License Number
3c f'ODL- 5r- /fir�,c--�� �n�9 �� 3 ,
Address Expiration Date
Signatu Telephone 7 f d Z U76 [
..,e7V.e.N,
9. Registered Home Improvement Contractor Not Applicable 0
3-014,0 e- 1-06//412_. Ro/4-0/evL-d /FENDvfioA)
Company Name Registration Number
/bad 7/
Ad ress /1 1 Expiration Date
Se- -n 57'� /94rFt .+/ Telephone /1-5/o / / �5 /20
SECTION 10-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 lit No 0
11. — Home OWhet Exemption
The current exemption for"homeowners"was extended to include Owner-occupied 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
•
The Commonwealth of Massachusetts
Department of Industrial Accidents
t= r' Office of Investigations
rt 711,, 600 Washington Street
ti Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians 'lumbers
A• •licant Information Please Pri it Leaiblv•
Name(Business/Organization/Individual): TO/4-ki C • L E' a
Address: 66 6Gf i- 6I'
City/State/Zip: AAC-+O AO 0(0 31- Phone#:(IP 3) 2`1 7 —5/0
Are you an employer?Check the appropriate box: Type of project(req fired):
4. I am a general contractor and I
1.El I am a employer with 6. KNew construe on
employees(full and/or part-time).* have hired the sub-contractors
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. 0 Demolition
working for me in any capacity. employees and have workers' 9. EI Building addition
[No workers' comp.insurance comp.insurance.#
required.]
5. El We are a corporation and its 10.❑Electrical,repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs
insurance required.]t c. 152,§1(4),and we have no
employees. [No workers' 13.0 Other
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.
tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employee's. 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:
Policy#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
fine up to$1,500.00 and/or 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. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for ins -ance coverage verification.
I do hereby ce under th p ' s and penalties of perjury that the information provided`a /ve is tt ue and correct.
6
Signature:
Date: 6 7/ ZOO I Phone#: ( l,y
f7) 24t 7� 5/ 0 7
Official use only. Do not write in this area,to be completed by city or town officiaL
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector
6.Other
Contact Person: Phone#:
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 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)t
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 occupancy
until the work can be inspected.
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.
(Home owner/resident's signature requesting exemption)
I will call to schedule all required building inspections necessary for the building permit
issued to me.
Date
Address of work
location
i
�°� °ySi7 D 4I &?lYIt2t
• -
z itF
il
.' � I';.
, assacdpusrtts �•
"j - _
m.,��� DEPARTMENT OF BUILDING-INSPECTIONS
212 Main Street • Municipal Building ' ;,��.`
INSPECTOR Northampton,MA 01060
Q
LOCATION I p/ '�� )�p ram/- '_
SQUARE FOOTAGE AMO
BASEMENT® .20 s �O
I ST FLOOR @.50
3 5 - /.3
� `-t 0 7 —
2NDFLR@:30
V2 FLOORS, FINISH ATTIC,GARAGE @.20
DECK/PORCHES @ :20 ?-'1 # /z6 ro
TOTAL. 1331, O o
•
ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY F R
Ol LE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 6 .00)
Applicant Name: t},J Cr C_56i4- Site Address: 61 0et694_ 4.16 0 r5.I2
prznt Town: V a 244yri 09/1) e ft
Applicant Phone: II(°J 7 �— /0 ?
Applicant Signature; Date of Application: 6// /2 oil 7
NEW CONSTRUCTION: (choose ONE of the following two options)
780 CMR TABLE 6107.1
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR
NEW ONE-AND TWO-FAMILY BUILDINGS
IvLAXIMUM MINIMUM
Ceiling or Slab
Option 1: Basement
Fenestration exposed Wall Floor Perimeter
Wall AFUE HSPF SEER
U-factor floors R-Value R-Value R-Value R-Value
R-Value and Depth
National Appliance Energy
3 5 R-3 8 R-19 R-19 R-10 R. Conser ation Mt(NAECA)of
4 ft. 1987 as amended,minimums or
_greater as applicable
Note: This form is not required if you choose either of the two versions of REScheck as listed below.
n Option 2: v� REScheck Version 4.1.2 or later variant software analysis must be comple d
(780 CMR 6107.3.2)
I REScheck-Web which can be accessed at http://www.eneravcodes.zov/res heck/
ADDITIONS OR ALTERATIONS TO EXISTLNG BUILDLVGS OVER 5 YEARS OLD*
*Buildings under 5 years old must use option#1 or#2 in New Construction section above.
Complete the following formula to determine the%of glazing:
(a) Gross Wall&Ceiling Area equals Formula: (100 x b-a)
21 1 '-,SF
100 x - = %of glazing
(b)Glazing area equals /5 0 SF b a
If glazing,is <40% use the chart below: If glazing is>40 %proceed to "SUNROOM" section
780 CMR TABLE 6101.3
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING
LOW-RISE RESIDENTIAL BUILDINGS
MAXIMUM MINIMUM
Ceiling and Slab Perimeter
Fenestration Wall Floor Basement Wall
U-factor Exposed floors R-Value R-value R-Value R-Value
R-Value and Depth
.39- R 37 a R-13 R-19 R-10 R-10,4 feet
a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling
area(i.e.not compressed over exterior walls,and including any access opening).
SUNROOM-An addition or alteration to an existing building/dwelling unit where the total
glazing area of said addition exceeds 40%of the combined gross wall and ceiling area of the
addition.
Note: Owner to fill out Consumer Information Form (found in Appendix 120.P)
•
' John Labhar 6-18-09
Key"Beave 84 Ridgwood Terrace 10:21am
Northampton Ma 1 of 1
KeyBeam®4.504e
FmrBeamEngine 4.506u
Materials Database 1037
Member Data
Description: Member Type: Beam Application: Roof
Lateral Bracing: Continuous Top Slope: 0.00/12
Standard Load: Moisture Condition: Dry Building Code: SBC
Dead Load: 15 PLF Deflection Criteria: U240 live, U180 total
Snow Load: 30 PLF Deck Connection: Nailed Member Weight: 9.4 PLF
Filename: KYB3
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 11' 9.00" 9' 7.00" 15 50 Snow
Additional Uniform (PLF) 0' 0.00" 11' 9.00" 10 0 Live
.it,Li i iiii4i}niiiiiiiii'.s:%}*,::Xi\':Yi:i"'s?n if.:0.9 .•i'"k� .;Slit: e Mi 'S.;};.;.;.} W
..�: •.•.•�•::•.�::• .::.:•\,+v:•vv:v.v::::. . +•v..... •:\}s}iiivi}}}}}} i •}:•}: ••..
�',;fin.......::::�::::.;_::»>.,......�:♦ ...;..::.� [�.x?•»>:>s::>:c>::_r:»�•:�:•'.:•+.•:;;:�:E•:::::::::::::::::.>::�>:.;:.,::.:::>a•:.}:•>:•}:?_:s•�'ill-
/ /
11 9 0
0 ®/ /
11 9 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 3.500" 1.500" 3633# --
2 11' 3.750" Wall 3.500" 1.500" 3633# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Dead Snow
1 923# 2710#
2 923# 2710#
Design spans
11' 3.750"
Product:1 3/4x9 1/2 Versa-Lam 2.0-3100 SP 2 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 10275.'# 16051.'# 64% 5.66' Total load D+S
Shear 3125.# 7265.# 43% 0.01' Total load D+S
Max. Reaction 3633.# 9188.# 39% 0' Total load D+S
TL Deflection 0.4732" 0.7542" L/286 5.66' Total load D+S
LL Deflection 0.3530" 0.5656" L/384 5.66' Total load S
` Control: Positive Moment
DOLs: Live=100% Snow'°115% Roof=125% Wind=133%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
40r• All product names are trademarks of their respective owners
''" '? F. :: Copyright(C)1888-2005 by Keymark Enterprises.LLC.ALL RIGHTS RESERVED.
"Passing is defined as wher the member,floor joist,beam or girder,shown on this drawing meets applicable design cntena for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design
professional as required for approval.This design assumes product Installat on according to the manufacturer s specifications.
1 .
John Labhar 6-18-09
I/iv-Beam 84 Ridgwood Terrace 10:20am
Northampton Ma 1 of 1 •
KeyBeanm®4.504e
tamBeamEngine 4.506u
Materials Database 1037
Member Data
Description: Member Type: Beam Application: Roof
Lateral Bracing: Continuous Top Slope: 0.00/12
Standard Load: Moisture Condition: Dry Building Code: SBC
Dead Load: 15 PLF Deflection Criteria: L/240 live, L/180 total
Snow Load: 30 PLF Deck Connection: Nailed Member Weight: 18.7 PLF
Filename: KYB4
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform(PSF) 0' 0.00" 15' 7.75" 9' 8.00" 10 50 Snow
Additional Uniform (PLF) 0' 0.00" 15' 7.75" 10 0 Live
:: 1
.. ....... ....... .. .
/ 15 7 12
p 0,
15 7 12
Bearings and Reactions ,
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 3.500" 1.500" 4629# --
2 15' 2.500" Wall 3.500" 1.500" 4629# --
Maximum Load Case Reactions
Used for applying point Toads(or line loads)to carrying members
Dead Snow
1 953# 3675#
2 953# 3675#
Design spans
15' 2.500"
Product:1 3/4x9 1/2 Versa-Lam 2.0-3100 SP 4 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 17599.'# 33387.'# 52% 7.6' Total load D+S
Shear 4147.# 14530.# 28% 0.01' Total load D+S
Max.Reaction 4629.# 18375.# 25% 0' Total load D+S
TL Deflection 0.7325" 1.0139" L/249 7.6' Total load D+S
LL Deflection 0.5816" 0.7604" L/313 7.6' Total load S
Control: LL Deflection
DOLs: Live=100% Snovv=115% Roof=125% Wind=133%
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
{Frr., All product names are trademarks of their respective owners
A„ S Copyright(C)1989.2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
"Passing is defined as when the member,floor joist,bean or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design
professional as required for approval.This design assumes product installation,arrnrninn rn rt,o m.n.....••.-% ,.--,,---
• 6-18-09
k'. ,� 10:11am
��,''';8r,� 1 of l
KeyBeam®4.504e
lanBeamEngne 4.506u
Materials Database 1037
Member Data
Description: Member Type: Girder Application: Floor
Girder in lstfloor Lateral Bracing: Continuous Both
Standard Load: Moisture Condition: Dry Building Code: SBC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 9.4 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 13' 3.00" 7' 8.00" 10 40 Live
iii:ii.+� yv.•n••;{?�'C}:•::4.}.vvvv..s...::................ ::::. r.v::.. ::nvn ;p
r r ..v :+.:{ �vk•.:v:.vx:...,•v$r},.,4v}}:4;..
3:•}r+.V...•::::}:.{•?:?}iiw::{:::v::::: v.r :: . ..n.:y:•....... •.:• •:::::::.vv.:•}:::::::•:: : ......: .:v?.{:::::::::: •vn.•} .. ♦::.{{rVr xn,•{i.:
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II
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Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 5.500" 1.500" 2450# --
2 12' 5.750" Wall 5.500" 1.500" 2450# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Dead Live
1 537# 1913#
2 537# 1913#
Design spans
12' 5.750"
11
Product:1 3/4x9 1/2 Versa-Lam 2.0-3100 SP 2 ply
Component Member Design has Passed Design Checks."
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 7645.'# 13958.'# 54% • 6.24' Total load D+L
Shear 2140.# 6318.# 33% • • - 11.86' Total load D+L
Max. Reaction 2450.# 14438.# 16% 0' Total load D+L
TL Deflection 0.4285" 0.6240" LJ349 6.24' Total load D+L
LL Deflection 0.3346" 0.4160" [/447 6.24' Total load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=133%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
.6, All product names are trademarks of their respective owners
fil
`Y,?. :`}°LLL:r•`:'•'%:•` '>`r" l Copyngnt(C)t989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
—Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or des.gn
professional as required for approval.This design assumes product installation accordinzto the manufacturer's specifications.
John Labhar 6-18-09
84 Ridgwood Terrace 10:29am
Northampton Ma 1 of 1
KeyBeam®4.504e
FsnBeamEngine 4 506u
Materials Database 1037
Member Data
Description: Member Type: Girder Application: Roof
Lateral Bracing: Continuous Both Slope: 0.00/12
Standard Load: Moisture Condition: Dry Building Code: SBC
Dead Load: 15 PLF Deflection Criteria: U240 live, L/180 total
Snow Load: 30 PLF Deck Connection: Nailed Member Weight: 6.9 PLF
Filename: KYB5
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 15' 0.00" 8' 4.00" 10 50 Snow —
fl\
15 0 0
p
15 0 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 3.500" 2.812" 3691# --
2 14' 6.750" Wall 3.500" 2.812" 3691# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Dead Snow
1 657# 3034#
2 657# 3034# ---
Design spans
14' 6.750"
Product:1 3/4x14 Versa-Lam 2.0-3100 SP 1 ply
Component Member Design has Passed Design Checks."`
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 13437.'# 16695.'# 80% 7.28' Total load D+S
Shear 3099.# 5353.# 57% 0.01' Total load D+S
Max. Reaction 3691.# 4594.# 800,E 0' Total load D+S
TL Deflection 0.6409" 0.9708" L/272 7.28' Total load D+S
LL Deflection 0.5268" 0.7281" L/331 7.28' Total load S I _
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125d/o Wind=133%
NI product names are trademarks of their respective owners
CopynpM(C)19E9-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
"Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads.Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design
professional as required for approval.This design assumes product installation according to the manufacturer's specifications. -
7- i
KeyBuild Structure"2.305r. Lebhai-Level 1
kmBeamEngine 4.506u }�1V
' Materials Database 1046 i
Member Data
Description: CalcB1 Member Type: Beam Application: Floor
Comments: Lateral Bracing: Continuous Both
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 8.4 PLF
Filename: UNKNOWN
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform(PLF) 0' 0.00" 4' 0.00" 0 41 Snow
Replacement Uniform(PLF) 0' 0.00" 4' 0.00" 184 355 Live
Point(LBS) 2' 0.00" 956 7 Live
Point(LBS) 2' 0.00" 0 3260 Snow
4 0 0
O 0
4 0 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.500" 2594# --
2 3' 7.750" Wall N/A 1.500" 2594# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Dead Live Snow
1 828# 650# 1704#
2 828# 650# 1704#
Design spans
3' 7.750"
Product:SPF#2 2 x 10 3 ply
Component Member Design has Passed Design Checks.'"""
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4230.'# 6807.'# 62% 1.82' Total load D+S
Shear 2353.# 4308.# 54% 0.01' Total load D+S
LL Deflection 0.0141" 0.1215" L/999+ 1.82' Total load S
TL Deflection 0.0199" 0.1823" LJ999+ 1.82' Total load D+S
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=133%
Design assumes a repetitive member use increase in bending stress:15%
This member has been designed in accordance with NDS 2005
•
' A�... . AlI product names are trademarks of their respective owners
.• i °'e J ':? ;' 'i,•'Copyn.; ght(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
"Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design
professional as required for approval.This design assumes product installation according to the manufacturer's specifications. _�
KeyBuild StmctureT^r 2.305z Lebhar-Level 8 1 "1-9-09
kmBeamEngine 4.506u 10:1
1i10,
Materials Database 1046 1
Member Data
Description: CalcG2 Member Type: Girder Application: Floor
Comments: Lateral Bracing: Continuous Both
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 13.7 PLF
Filename: UNKNOWN
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform(PLF) 0' 0.00" 7' 0.00" 0 41 Snow
Replacement Uniform(PLF) 0' 0.00" 7' 0.00" 163 300 Live
Replacement Uniform(PLF) 7' 0.00" 10' 6.00" 0 41 Snow
Replacement Uniform (PLF) 7' 0.00" 10' 6.00" 163 300 Live
Replacement Uniform(PLF) 10' 6.00" 12' 9.00" 0 41 Snow
Replacement Uniform(PLF) 10' 6.00" 12' 9.00" 163 300 Live
Point(LBS) 8' 9.00" 956 7 Live
Point(LBS) 8' 9.00" 0 3260 Snow
rIN
/ /12 9 0
10 0
/ 12 9 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift ,
1 0' 0.000" Wall N/A 1.500" 3724# --
2 12' 4.250" Wall N/A 1.500" 5022# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Dead Live Snow
1 1388# 1855# 1260#
2 1753# 1858# 2502#
Design spans
12' 4.250"
Product:1 3/4x9 1/4 Versa-Lam 2.0-3100 SP 3 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 16041.'# 23810.'# 67% 8.53' Total load D+0.75(L+S)
Shear 4689.# 10611.# 44% 11.74' Total load D+0.75(L+S)
TL Deflection 0.5975" 0.6177" L/248 6.18' Total load D+0.75(L+S)
LL Deflection 0.3879" 0.4118" L/382 6.77' Total load 0.75(L+S)
Control: TL Deflection
DOLs: Live=t00% Snow=115% Roof=125% Wind=133%
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
iris;
All product names are trademarks of their respective owners
.' ? (''c li ,,,Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
.'.r:'i l'li r i , .....
"Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design
professional as required for approval.This design assumes product installation according to the manufacturer's specifications.
'9, SALIS AND AME Sheet
• JAMES 84 Ridgewood terrace, Northampton, MA
ADDITION PROJECT
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