31A-331 97 VERNON ST BP-2017-0209
Gila: COMMONWEALTH OF MASSACHUSETTS
Map-Bi A: 31A-33l CITY OF NORTHAMPTON
Lot:-001
Permit Building
4ateeon:New Single Family House BUILDING PERMIT
Permit# BP-2017-0209
Project# JS-2017-000357
Est. Cost: 5387000.00
Fee:52692.60 PERMISSION IS HERESY GRANTED TO:
Const. Class: Contractor: License:
Use Group: RONALD BERCUME 001848
Lot Size(sa.ft.): Owner: BERCUME CONSTRUCTION LLC
Lonin : Applicant: RONALD BERCUME
AT: 97 VERNON ST
Applicant Address: Phone: Insurance:
25 SYLVIA I3EIGHTS (4131374-5050
HADLEYMA01035 ISSUED ON:8/19/2016 0:00:00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 STORY SFH W/ATT
GARAGE/DECWPORCH Foundation as-built required before any framingllllllll
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 8/19/2016 0:00:00 52692.60
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck-Building Commissioner
File#BP-2017-0209 OIC
1
APPLICANT/CONTACT PERSON RONALD BERCUME
ADDRESS/PHONE 25 SYLVIA HEIGHTS HADLEY01035(413)374-5050 03^/J
PROPERTY LOCATION 97 VERNON ST �, r O
MAP 31A PARCEL 331 001 ZONE NS L OLIN U..F'�
THIS SECTION FOR OFFICIAL USE ONLY: W*' .Q"IIL
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT ,/
Fee Paid ige7 jd o�j®9o,,(ob
Building Permit Filled out
Fee Paid
Tvoeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK/PORCH
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Included
BuildingPlans Plans/
Owner/Statement or License 001848
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFQRMATION PRESENTED:
Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Pennit 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
•= olit'., Delay
Signature of Build`mgoffrcial 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.
yy_
LL0 _ 1 II
Depinrf-nevruse only
fly of Northampton Status oPfzermtf
r I N
T M .uiluing Department Curb Cut/Driveway Permit
t L1PY6 212 Main Street Sewer/Sahttc Availabtiih '
Boom 100 Water/Well A/all blllty
wig OF e4“1”'E 44
Honrt-A4A1�-� -'-- No N""lmpiGtY, N.-, 09 Qd'+D Two Sets u!StruN'ur_r Flansphone 413-587-1240 Fax 413-587-1272 Plat/Sae Plans
OmerSpe ify�F ., ,,,
APPLICATION!TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE,OR TWO FAMILY DIN EL LING
SECTION 1 -SITE INFORMATION
1.1 Property Address This sacnon try be Lompletcd by once
9? L/�'/P/'/o/.'' Sr. INap 4 Lot 3 l Una II
Zone O8erIa11D1stnc4_ _
- Elm St.District -CS District=
SECTION 2.PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
/"TFri-' Gv'.ri r',-.) f=G!_ C _.._ v?r'g j L---:-„.9 -4,77---
Name(Print) Current hating address
r_ rte" ."' e
Te,e-ho<* y "'"'c�4" ,- -e rr
Si nature S.l.e y i.fes FOS 0
22Authori:.ed Agent.
Name(Prat) Current pawn 4ldresst
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Officlai Use Only
completed by permit applicant
1. Bonding {a)Golding Permit Fee
2 Electrical 1 (b)Estimated Total Cost of
3 gbnMechanical(HVAC)
f
;Ica ,
,2—
2?_y1 -2-er Construction from
(6)
Bu1dlng Permit Fee • cr7,<-2,`--L -----
5
Fire Protection
/ /W.6Total=(1 +2+3 +4+5) }73F�,j-1/48/4—.1 , Check Number
to
This Section For Official Use Only
Building Permit Number Date
Issued
Signature:
if Building Ca ssionerllnspedtor of l3uitHrigs Otte
f/ /
�j s ,,,y ma l • S& cw/j},w.6/z", ,/'1'G-r ik (^.7/,f r%P.l i .In r
_'
Section 4 OOHING Alt Infennatlol Muer Be Completed.F . it Can Be Denied true,bbc incomplete 1 formPuce
Existing Proposed Required by Zoning RSC I 4
This column to be filled in by
RPM=Deiugmmn'
/��r„j �.,. FG?G --- -- ,.
Lot Size
Frontage
Setbacks Front akti, �. _ _
Side L<'sa' R4Cc L/SC E ?CC ,
Rear '<
re
Building Height _PE } '. ..?=
Bldg. Square Footage /522 _ r
Open Space Footage
lot area minus bldg pawd
parking7. ««�� .....
0 ofParkmgSpaces
Fre
volume&Lerman)
A. Has a Special PermitiVan,ance/Pndin ger been issued for/on the site?
NC 0 DONT KNOW YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the�Regt�`( Y of Deeds? �
NO 10 DONT KNOW 'C✓/ YES Fes, '
IF YES enter Book Page ; ardior Document r,
B. Does the site contain a brook, body of water or wetlands/ NO el-DONT KNOW (3 YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commis fon?
Needs to be obtained I(3 Obtained 0 , Date Issued: :
C. Do any sins exist on the property? YES (3 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 e
YES, describe size, type and Location:
P. Writ be:IDistruction aciwty disturb?dearing grading,(excaveJia�.or filling)over t ace cr is icad eta common plan
that wit diatom over I acted YES 0 NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
It
SECTION S-O'vSCRtPiIION OF PROPOSED WORK(check all applicable)
--
New House M.../71 Addition .fl Replacement Windows Alteration(s) j Roofing I-1
Or Doors fl
Accessory Bidg. I 1 Demolition ,.,/q ❑ New Signs [C] Docks IC Siding]C] Other[C]
Brief Descriplicn of Proposed " '��r Q 0644_(
Work. C i re...isr fie
Alteration of existing bedroom Yes f"1 No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement _Yes —No
Plans Attached Poll -Sheet --
Ba. If Newhouse and or addition to wasting housing, complete the following.
a. Use of building_One Family a"' Two Family_ Other
b. Number of rooms in each family unit: Number of Bathrooms Y
iliidc is there a garage attached? ye-j---
d
. Proposed Square footage of new construction. Aja 2, Dimensions.,, .579_>< R<
e. Number of stories?.,,
I Method of heating? 9! et ta �^;a z Fireplaces or Woodstoves f Number of each /
a. Energy Conservation Compliance, ✓ Maescheck Energy Compliance form attached? Dfr;f__
h. Type of construction
Is construction within 100 ftof wetlands? Yes lNo. Is construction within 1100 yr. floodplain YesithNo
j. Depth of basement or setter floor below finished grade ? G'
k. Will building conform to the Building and Zonlpn regulations? Yes b No_
71
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
,as Owner of the subject
property
hereby authorize
to act on my behalf,in ail matters relative to work authorized by this bedding permit application.
Slgnalure of Owner Date
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 under the pains and penalties of perjury.
Pent Name
Cr-X
Signature of Owner/Agent Date
SECTION S-CONSTRUCTION SERVICES
$i Licensed Construction 'Supervisor: Not Applicable £
Name of License Holanion Cr pipLicense Number
Address /' eYYTI /ice-'" 'dF, OrGr /./!
6pr aWon Da
— „ . - ,27-.CCA-1572
Sign Lure Telephone
NotA lrcable £
9, Registered Home improvement Contractor PP
Company Name Registration Number
Address Expiration Date
Telephone
L J
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(IVi.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/bui ng permit
'Signed Affidavit Attached Yeste E
11. - Home Owner 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 rot hue who does not possess a license,provided that the owner acts
as supervissor.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 Ic 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 he considered n homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Suildiag Official,that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor you;presence on thejob 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 max be liable for persons)
you hire to perform work for you under this permit.
The undersigned"homeowner"gratifies and assumes responsibility for compliance with the State Building 1.?ode,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Armotated.
Homeowner Signature ...
assa
8y
The Commonwealth ofMassachusetts
="-`i Dcmartmetst of Industrial Aceide is
ire r.a1t
t i F d �- t Office of Inom thgatdom.s
• tesiat 600 R>ashs gum Street
zy � �
a Boston, MA 02111
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Workers' Couanpeausodaoun Hann-once Affdlan-eit: Bantur3ers/Contrsctara/Ekcrwieiansilisi uwbers
Applicant ttunf'arraalioas Haase Prbt Leoibty
N3nie (Business'Organizapotilindieidnal): pk,-l/y-r h� fje�y- C-z<..,�,P-
Address: 2 w i----, /�-�
City./State/Zip: � _ -E. � G i Phone#:- `r/,�3i rtrirr2 r'77
Are you an employer? Check the appropriate box: Type off rogect(required):
1._, I am a employer with 4. _ 1 am a general contractor and I
et oyees (full and/or part-time).
have hired the sub-contractors 6. New construction
2. an a sole proprietor or partner- listed on the attached sheet, 7. L Remodeling
ship and have no employees These sub-contractors have 8. C Demolition
working for me in any capacity. employees and have workers'
Ls:pm cinstarance.y 9. —Building addition
[Noworkers' comp. insurance ,e are a corporation and its 10.L Electrical repairs or additions
required.) 5. 0
3.r I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 72 L.] Roof repairs
insurance required.] t c. 152, §1(4), and we have no _
employees. [No workers' 13._ Other,
comp. insurance required.]
*Any applicant that checks box 01 must also fill out the section below showing their workers'compensation policy information.
filo eneowners who submit his affidavit indicating they ars doing all work and then hire outside contractors must submit a new affidavit indicating such.
tContraetors thou check this box must attached an additional sheat showing the name of the sub-contractors and state whether or not those entities have
employees-if the sub-contractors have cmpkoyecs,they must provide their workers'come policy ntmhec
I am an employer that is providing workers'compensation insurance for my employees. Below is the polity and job site
information.
Insurance Company Name:
Policy#or Self-ins. Lie. #: 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 e. 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 fo ur 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 insurance coverage v=erification,
I do hereby certify under the pains and penalties af'perjury that the information provided above is true and correct.
Sienature:— Date: .F°r"efl
Phone tF: ,�/5'
es.,,',...-
c
Official use only. Do not write in this area, to be completed by city or town official
City or Town: PermitiLicense #
Issuing Authority(circle one):
I.Board of Health 2. Building Department 3, City/Town Clerk 4. Electrical Inspector 5, Plumbing Inspector
6. Other
Contact Person: Phone#:
. Z ..
ssacfin_✓_s
'a , It i
=
� `l' C? R SNT OF SCOLDING a aEGT=ONS r
m 212 fain Street 0 Nuaar+pa* Ea_ld=ng
TeeeMe�' Northampton, IAA 01060 ARamiTO '
INSPECTOR
Louis Hasbrouck Chuck Miller
Building Commissioner Assistant Cominissioner
HOME OWNER EXEMPTION AC1CNOWLEDGEMENT
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 cr 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 or Northampton wants any 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/footinos (before backfin), 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 wit! call to schedule all required building inspections necessary for the building permit issued to me.
Date
Address of work location ,,.,
City of Northarnptoe 212 Main Street, Northampton, MA 01060
Solid Waste Disposal Affidavit
h accordance of tie 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: 97 v - . f 577
.�—
The debris will be transported by:
The debris will be received by: �/y �i�✓✓i��L
Building permit number:
Name of Permit Applicant wyl 5 i i
c77,
Date Signature of Permit Apilicant
MUNICIPAL SEWER AVAILABILITY APPLICATION
Northampton Streets Department
125 Locust Street
Northampton, MA 01060
413-587-1570
A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any
construction or connection activity associated with this application.
Location: 97 Vernon Street, Northampton, MA
Date of Inquiry: 08/03/16
Inquirer with contact info: Ron Bercume, Bercume Construction 413-374-5050
Reason for Request: New Construction
Hook into City Utilities
Municipal Sewer Main in Front of Location: Yes '-// No
Size of Sewer Main: Of Material: V ti Age: t 91
Depth of Sewer Main: 6 2
Length of Sewer Main: //
Size of Service Connection:
E '
Type of Service Connection: 5fU 6
Tie-in to Sanitary Main: Tie-in to Sanitary Stub: ✓
Comments: fere/ 5}db I d fro", p,an4ntt 5r IIte'; E.n'n .-114
S..nar 5't•
_ City Requires 6" cleanout installed at City Property Line
Note:If this availability is for new construction,this form must be hand delivered to Building Inspector.
A corresponding "sewer enterance fee shall be paid prior to making any connection to the
municipal sewer system. Arrangements of such intstallation shall be made with the Northampton
Streets Department with a minimum of 5 working days notificaiton. All work shall conform to
Northampton Streets Department specifications.f
r ltstne +y✓sZZ..- Date: d/F'/Id
Sewer Dept. Foreman
llwin2\adminAPermits\Sewer Entry VAvaNbilllie$2017\
MUNICIPAL WATER AVAILABILITY APPLICATION ✓
Northampton Water Department
237 Prospect St.
Northampton, MA 01060
587-1097
A Department of Public Works Trench Permit shall be required prior to any construction or
connection activity associated with this application.
Location: ' 97 Vernon Street,Northampton
Inquiry Made By: Ron Bercume Bercume Construction 413-374-5050
8/3116
Date of Inquiry: I Fire Line Irrigation Domestic X
Number oti Type of Single Family X Type of - Private X
iI Units: UnitIs Apart Comm. Ownership: Condo
Multi-family Rental
t4nnlicant to fill out the above)
Municipal Water Main in
Existing service to
Front of location? Yes: VNo: site? Yes: No V
Size of Water Main: Material: D L Age: 3.036
Approximate Static Street Flow rest Conducted:Yes: No: Lr'
Pressure: I O If done attach results
r
Sic of Service Connection 1 Ccpper
Suggested Meter Size:
Comments: The Water Department cannot guarantee adequate water pressure during peak demand
times at elevations above 320 feet.
• A corresponding water entrance fee shall be paid prior to making any connection to the municipal water
system_
• Arrangements of such installation shall be made with the Northampton Water Department with a minimum
of.5 working days notification.
• .All work shall conform to Nonhampton Water Department specifications.
Water Superintendent Date
Water Entry $ 01,00 Meter$ l 3 0 Radio $ / 3S
cc: City of Northampton Building Dept./Commissioner
Note: U this availability is for a new construction.it must be hand delivered to the Building
Inspector.
SAU-
I
•
Permit No. 001-17
CITY OF NORTHAMPTON, MA
DRIVEWAY PERMIT
Date: 8/3/16
Check #: 4387
....
FEE: $250.00
Proposed driveway must be staked and address and/or lot number posted. Public
Shade Trees are protected by MGL Chapter 87. Do not cut, trim or remove any
trees on City property.
The undersigned respectfully petitions your honorable body for: A new Curb Cut
Permission to install a driveway at: 97 Vernon Street, Northampton, Ma 01060
Fifteen (15) foot maximum width from street line to property line. Gutter drainage not to be
disturbed. Ail drainage shall be directed off the driveway surface to adjacent land and not on the
existing roadway. The first one hundred(100) feet of the driveway surface shall be paved as
soon as possible if the grade of the proposed driveway exceeds 3% at any point in the first one
hundred (100)feet. Homeowners will be held responsible for any costs to the City of
Northampton in the event of a washout of this driveway. City is not responsible for culverts
installed under driveways in City layout. Code of Ordinances §350-8.8 providing standards for
private, individual driveways as most recently amended, must be followed.
By: Ron Bercume/Bercu ne Construction LLC
"—
Telephone: 413-374-5050
attire: yr'
riiProposed Location Inspection By:the - . A
Gravel Base Grade Inspected By:
Final Approval:
Director of Public Works v /
Cc: Building Inspector
LT ,t i t— )GU - rpnr 1 tA\ fin
so co-17 - - .
(SUBJECT TO ATTACHED CONDITIONS 1 &2)
Permit No. 001-17
Conditions: Driveway Permit
In lieu of plan approved by the City Engineer I agree to the following added conditions:
I. I will contact the Department of Public Works and have an inspector check and approve
the graded gravel base prior to paving to insure compliance with slope and location;
2. I further agree that if in the inspections, any of the permit conditions are not met that I
will at no expense to the City remove and replace the driveway as directed by the City
Engineer.
By: ...-Via..,. '
Name: Ron Bercume Construction LLC
Address: 25 Sylvia Heights, Hadley, MA 01035
413-374-5050
Note: The Public Works Department recommends that you provide a plan showing the
proposed driveway with grades and location in the future to avoid possible expense
which you will incur by not getting approval of actual plans in advance.
For Commercial and Industrial applicants, a plan showing the proposed driveway with
grades, location and Planning Board permits are required.
Cc: Building Inspector
0 1 n 1e1 rii aa yL rQ titer rima r> . 4t -tom til a ala41 , V> it
l'' HOME CERTIFIED TO MEET THE PROVISIONS OF THEif
r
i.
r 2009 INTERNATIONAL ENERGY CONSERVATION CODE 4
C This home built at 4
r} 97 VERNON ST, NORTH HAMPTON, MA '1;i '
�, by BERCUME BLDRS
exceeds the minimum requirements for the 2009 International
Energy Conservation Code
CI Building Features Lt113)41:1
�
ti�1) Ceiling Flat R-38.0 Duct R-8.0
�4 Sealed Attic NA Duct Leakage to Outside: 41.00 CFM @ 25 Pascals I
Vaulted Ceiling NA Total Duct Leakage:'41.00 CFM @ 25 Pascals
�4 ,, Above Grade Walls R-21.0 Infiltration: Htg: 1500 C1g: 1500 CFM50 11
C1 Foundation Walls R-0.0 Window U-Value:0.300,SHGC: 0.290
II Exposed Floor R-30.0 Heating Fuet-fired air distribution, Propane,94.0 AFUE. li
Slab None Coding Air conditioner, Electric, 13.0 SEER. /
it Water Heating I Instant water heater,Propane,0.94 EF,0.0 Gal. �•
e/•1 1
ll The organization below certifies that the proposed building design described herein is consistent with the building plans,specifications,and other I It
/ , calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in compliance with 1
.l I Chapter 4 based on Climate Zone SA and with all mandatory reguir/e�meenntts��.d—/� �} I
I Name V CASTELLON Signature �C'/%/( /1// LL'/�7`/ l�/i/ l�
Ci' Organization RPM ENERGY SOLUTIONS Date August 17,2016 l„
•ti�• '
The 2009 InternationationCootieiristeredtrdemarkf the
lCo deouncil, In ( "ICC"l. (
;
^ral�rsro of Nis s eo byICor its International Code
Vol
REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 '`I•,
re! 'i/ R� . t ' .el.C � , li) li (b Li�i -44 .--e_ 0 .ki ! iiJ ttC�j -t(t di 'lei . t t tit . li%
2009 IECC Building UA Compliance
Property Organization HERS agtAAp XIrECTURAL ENERGY
BERCUME BLDRS RPM ENERGY SOLUTIONS Projected Rating
97 VERNON ST 203-2881231 08\16\16
NORTH HAMPTON,MA V CASTELLON Rater ID:1069644
WeatherMedford,MA Builder
97 VERNON ST.blg BERCUME BLDRS
Elements Insulation Levels
2009 IECC As Designed
Shelf UA Check
Ceilings: 44.5 38.0
Above-Grade Walls: 168.0 164.2
Windows and Doors: 155.8 125.7
Floors Over Garage: 12.7 13.0
Floors Over Uncond Basement: 39.2 40.3
Overall UA{Design must be equal or tower): 420.1 381.3
Mandatory Requirements
Shell UA Check PASSES
Duct Insulation R.Value Check(per Section 403.2.1) PASSES
Window U-Value and SHGC Check(per Section 402.5) PASSES
Home Infiltration(Section 402.4.2) PASSES
Duct Leakage(Section 403.2.2) PASSES
Mandatory Requirements Check Box(IECC 09) PASSES
This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation
Code based on a climate zone of SA.(Section 402, International Energy Conservation Code, 2009 edition.)in fact,this home
surpasses the requirements by 9.2%.
Namel V CASTELLON Signature114wtC..-(_,fir L,/VY/` ./1�
Organization RPM ENERGY SOLUTIONS Date[17 August 2016
REM/Rate-Residential Energy Analysis and Rating Software v14.6.1
This information does not constitute any warranty of energy cost or savings.
0 19854015 Noresco, Boulder, Colorado.
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( 9 '7) VERNON STREET
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BIEGFRIEDROM ARCHITECT eencuue BUILDERS INC.
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CA}Ad6 Cum ' ?ThA aQ CAA Att-- Li 3-31'4-•ncc
City of Northampton
Massachusetts
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DEPARTMENT OF BUILDING INSPECTIONS
212 Maki Stneet Munln3pa1 sss31d£vg "'
Northampton, MA 01059 J, : ,0
Fee Calculator for Residential Properties
Location :
Square Footage Amount
Basement @ 20 .7--c>_?, 0 .5--�es-c-e)
i5T Floor @ 50 ��5'r? /�i..r". ,-ti
2nd Floor @ .50 ai/nY� /:sem • i�-)
Ys Floors, Finish Attic, Garage @ .20 ,F61/i—
l /�. ? ."..-(,-2
Deck / Porches @ 20 ,-5.->a S-6•c-<-.+
Total : ,2-a-7;-1 -lo
Home Energy Rating Certificate
Property HERS N3" * c irF(auRFL ENERGY
Rating Type: Projected Rating Certified Energy Rater: V CASTELLON
BERCUME BLDRS Rating Date: 08\16\16 Rating Number:
97 VERNON ST Registry ID:
NORTH HAMPTON,MA Estimated.Annual Energy Cost
Projected Rating: Based on Plans Field Confirmation Required. Heating Use MMBtu 32.9 $1731 Percentst 4 t
HERS Index: 47
8%
GeneralInformation ! cooling 8.7 $201 4%
Conditioned Area 4150 sq. R. House Type Single-family detached Hot Water 4.5 $407 9%
Conditioned Volume 37350 cubic ft. Foundation Unconditioned basement Lights/Appliances 29.8 $1992 44%
Bedrooms 4 Photovoltaics -0.0 $-0 -0%
Service Charges $180 4%
[Mechanical Systems Features - -- Total 75.9 $4514 100%
Heating: Fuel-fired air distribution, Propane, 94.0 AFUE. ---- —-- --- -.--- --
Water Heating: Instant water heater, Propane, 0.94 EF, 0.0 Gal. Criteria
Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following:
EPA ENERGY STAR Version 2 Home
Duct Leakage to Outside 95.00 CFM25.
Ventilation System Exhaust Only: 90 cfm, 56.0 watts. EPA ENERGY STAR Version 2.5 Home
Programmable Thermostat Heat-Yes; Cool-Yes 2003 International Energy Conservation Code
2009 International Energy Conservation Code
Building Shell Features
' Ceiling Flat R-38.0 Slab None
Sealed Attic NA Exposed Floor R-30.0
Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.290
Above Grade Walls R-21.0 Infiltration Rate Htg: 1500 Clg: 1500 CFM50
Foundation Walls R-0.0 Method Blower door test TITLE
a w;
� V
CompanyENERGYLOGIC pi
3{i
Lights and Appliance Features Address
Percent Interior Lighting 100.00 Range/Oven Fuel Electric COLORADOv“.\\`:19912/4
ix N � �s�s/F^
Percent Garage Lighting 0.00 Clothes Dryer fuel Electric . 1-800-315-0459FPO� —o� %
w
Refrigerator(kWh/yr) 475 Clothes Dryer EF 2.67 NRGLOGIC.COM/I// ,,/7 .,
Dishwasher Energy Factor 0.88 Ceiling Fan (cfm/Watt) 125.00 Certified Energy RatSrry )(--(227e'Aa/C-2-L942
REM/Rate -Residential Energy Analysis and Rating Software v14.6.1
This information does not constitute any warranty of energy cost or savings. D 1985-2015 Noresco, Boulder, Colorado.
The Home Energy Rating Standard Disclosure for this borne is available from the rating provider.
HAM
C�liig of3JTriklttm}Tiun
052-72P s‘s-:•
SIttssarktusefts
DEPARTMENT OF BUILDING INSPECTIONS err at
212 Main Street • Municipal Building =meq .p°'
Northampton, MA 01060
IN:PCC'70H
Bercume Construction LLC August 18, 2016
25 Sylvia Heights
Hadley, MA 01035
Subject Location: 97 Vernon Street
Map Block: 31A-331
Mr. Bercume,
Your building permit application with plans dated 8-10-16 has been approved as drawn and per this memo.
All work must meet applicable codes whether or not included within this memo.
Please follow up on the following items:
These items will need to be accomplished as the project moves forward and before rough inspections;
1. Because of how tight this lot is we will require an as-built survey after the foundation is in and
before any framing can begin. We suggest you have a bench mark set and the foundation staked to
prevent having to correct errors after the fact.
2. All I-Joist and open web joist need to be protected from fire with't/," drywall, 5/8" wood structural
panel or another approved manner. (R501.3)
3. The two center footing for the main beam in the basement must be designed to support the 22,000
lb loading indicated on the beam caics,assuming a soil bearing capacity of 2000 lbs per sqft.
4. HERS final ratings,duct blast results,and a signed Thermal Bypass Checklist before a CO is issued.
5. Smoke, Heat and CO detectors throughout the structure to current building codes.
6. An emergency escape window is required within every bedroom, basement and walk-in attic.
7. An air barrier is required between the tub or shower and the wall cavity.
8. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and
interior skins.Typically the sheathing and drywall.
Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 9th Edition Building
Code and new Stretch Code are expected to begin in July of 2016.
As of August 4ih 2011 the 8th Edition MA code is the 2009 IRC with MA amendments.
In the following are some generic requirements which seem to be problematic.
This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes.
Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one
must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs .
The current relevant building codes are:
2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments.
1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments.
2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements.
3. A basement drainage system is required in all basements 780 CMR R405,2.3,except those in group I
soils(table R405.1)
4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if
high water table or severe soils waterproofing 780 CMR R406.2.
5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR
R406.2 of amendments.
6. Foundation anchor bolts must be''/:" and be embedded a minimum of 7" into the concrete. 10" bolts!
780 CMR R403.1.6
7. CMU foundations require 3/8" parging before damp proofing.780 CMR R406.1 see exceptions.
8. Emergency escape is required out of every basement whether habitable or not,each bedroom and walk-
in attics. 780 CMR R310.1
9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust
only systems), or treating the space with supply and return.See 780 CMR R408
10. Ceiling joist are intended to prevent spread,once raised above the wall plate they become rafters ties
and may require up sizing of rafters and increased nailing for example with a 4"slope 8-16nd common
are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is
required with a load path to the foundation.
11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3tl 780 CMR
R802.3.1
12. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and
number of jack studs required.
14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls
with bearing partitions,joints staggered 2' minimum. 780 CMR R602.3.2
a. Exception:A single plate may be used or plates may be excluded over lintels provided the
plates/lintels are adequately connected by a 3"x 6" plate .036 galvanized steel nailed to each
segment with 6-8d nails
15. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. Hoist and or Floor Truss
c. Roof truss
16. All I-Joist and open web joist need to be protected from fire with%" drywall, 5/8" wood structural panel
or another approved manner. (R501.3)
17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall
method being used. 780 CMR 602.10.
a. Garage corners and large corner window/door layout may require special solutions.
b. All corners must be appropriately attached to the foundation.
c. When using PFH (R602.10.3.3)or PFG (R602.10.3.4)the nailing requirement is 4" and 3"
respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full
headed with the temper and shank sizing meeting the strict code requirement.
18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep
perforate the sheathing weakening it and contribute to building damage in high wind events.
19. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a
shower head is used, 6'8" for basements, 6'4" at beams/ducts.780 CMR R305.1. MA amended
20. Hazardous glazing locations,within 24"of a door, or within 60" of a stair,or across from hot tubs, spas,
bathtubs within 60" if not 60" above the walking surface,and other locations. 780 CMR R308.4
21. Windows over 72"above grade with the opening less than 24 above the finished floor shall meet the 4"
sphere rule.Order restrictors.780 CMR R612.2
22. Egress and emergency escape requirements shall be strictly met.
a. Basements, habitable attics, and all sleeping rooms require emergency escape.780 CMR R310
b. Windows within 44"of floor, DH 3.3 sqft min window size, Casement 20"x41" exception S sqft
at 1"floor. Minimum clear opening 20"x24"or 24"x20". 780 CMR R310.1.1
c. Two doors remote as possible at the normal level of travel,opening measured from the face of
the slab to the stop with door at 90 degrees,one 32" and one 28" minimum 78" high.780 CMR
R311.2
d. Landing at each door 36"out and the width of the door minimum 36", maximum step 7'/."from
the top of the threshold and only in-swinging doors. 780 CMR R311.3
23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9",
maximum riser 8'/s", maximum overall variance for the run is 3/8",4" sphere rule on risers except where
the total rise is 30"or less 780 CMR R311.7.4.3 Exception, 4 3/S" on balustrade,6" in the triangle.
Graspable rail 1'4" minimum and 2" maximum rail, height minimum 34" maximum 38", required for4 or
more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails
must be continuous and returned to the wall if not to newel post. 780 CMR R311.7.
24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than
30" above floor or grade within 36",4" sphere rule.780 CMR R312.1.
25. Floor joist systems that are not equal to 1 %" nominal dimension must be covered with%" drywall or
5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3
26. Educate the plumber and electrician about maximum notch and hole sizes,and placement.780 CMR
R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge,
In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes
in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole.
Notches are different.
27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition
requires a 16 GA 1'A" strap across the area and 6" beyond each side with 8- lOnd nails. 780 CMR
R602.6.1
28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2
29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen,
and require 3'clearance from windows.780 CMR M504.4
30. Dryer duct transition is limited to 8'of aluminum flex, must be exposed, and the proper UL listing. 780
CMR M504.6.3
31. Dryer duct maximum equivalent length is 35' less 5' per 90°elbow or per manufacturer's specs. 780
CMR M502.6.4, no screwed connections use foil tape appropriate for the use.
32. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780
CMR M502.6.5
33. Makeup air is required for dryers exhausting more than 200 CFM.780 CMR M504.5
34. Makeup air is required for any exhaust hood over 400 CFM. 780 CMR M505.2
35. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work
maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC
402.4.3
36. Fire and draft stopping shall be completed before rough inspection.Typical locations, top (ceiling) and
bottom (floor) plates,soffits, and every 10'within enclosed cavities.780 CMR R302.
37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316.
38. Dwelling/Garage fire separation.An attached garage (within 3'of main structure) is required to have%"
drywall on the garage side of the separation wall and if there is a finished space above the garage all
walls must have%" drywall and the ceiling 5/8" drywall.780 CMR R302.6
39. Energy aspects shall comply with the stretch energy code.780 CMR Appendix 115AA or 2009 IECC.
a. An initial HERS evaluation is required including insulation levels anticipated.
b. A final HERS evaluation confirming code requirements have been met including duct testing.
c. A signed copy of the Thermal Bypass Checklist.
d. Energy information including mechanical equipment posted on the electric panel.
e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star
Windows and the Thermal Bypass Checklist. Duct blast testing when practicable.
f. All band joist insulation must be enclosed within an air tight cavity,which you must create.
40. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is
a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air
flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion).
A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has
to be absolute and complete. If air can leak through an electrical device or through a crack it follows the
path of least resistance and carries 99%of the moisture in a structure.This is evident every time one
exposes fiberglass insulation and finds black insulation,which has filtered dirt out of the air moving
through the insulation.780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing
requirements.
41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks
are engineered for post attachment supporting a railing. Lateral attachment is required for each deck
per section 502.2.2.3.
43. Smoke and CO detectors as required. 780 CMR R314 and R315.
a. Smokes in each bedroom,within 10'of a bedroom door, and at the bottom of a stair leading to
a finished floor above.
b. CO within 10' of bedroom doors, at each level,for every 1500 sqft, (plumbing code in the
mechanical room) Except if there are no fossil burning fuels or attached garage.
c. Heat detector in attached garage, and other large unfinished unconditioned spaces.
44. Closets beneath stair which have doors must be drywalled with ''/:".780 CMR R302.7
45. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of
ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in
an accessible place. It must be insulated equal to surrounding,gasketed, and secured in place.
46. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30" to combustibles.
Relevant items must be submitted to the building department for approvals before inspections and or
Certificates of Occupancy can be issued.
Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday
through Friday, 8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email
address is: cmiller(g>northamptonma.gov
Thank you or your cooperation on these matters.
t
uck Miller
City of Northampton
Assistant Commissioner and Zoning Enforcement
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UFP Beichertown, LLCd Roof Plan .
08/19/2016 _ v
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Home Energy Rating Certificate
Property HERS at ARCHItECTURAI ENERGY
Rating Type: Projected Rating Certified Energy Rater: V CASTELLON
BERCUME BLDRS Rating Date: 08\16\16 Rating Number:
97 VERNON ST Registry ID:
NORTH HAMPTON,MA Estimated Annual Energy Cost
Projected Rating: Based on Plans - Field Confirmation Required.
HERS Index: 47 Use MMBtu Cost Percent
Heating 32.9 $1734 38%
IGeneralInformation 1 Cooling 8.7 $201 4%
Conditioned Area 4150 sq.ft. House Type Single-family detached Hot Water 4.5 $407 9%
Conditioned Volume 37350 cubic ft. Foundation Unconditioned basement Lights/Appliances 29.8 $1992 44%
Bedrooms 4 Photovoltaics -0.0 $-0 -0%
Service Charges $180 4%
Mechanical Systems Features Total 75.9 $4514 100%
- - 1
Heating: Fuel-fired air distribution,Propane, 94.0 AFUE .
Water Heating: Instant water heater,Propane,0.94 EF,0.0 Gal. I
Criteria
Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following:
•
•
Duct leakage to Outside 95.00 CFM25. EPA ENERGY STAR Version 2 Home
Ventilation System Exhaust Only:90 dm, 56.0 watts. EPA ENERGY STAR Version 2.5 Home
Programmable Thermostat Heat-Yes; Coot-Yes 2003 International Energy Conservation Code
2009 International Energy Conservation Code
[Building Shell Features 1
Ceiling Flat R-38.0 Slab None
Sealed Attic NA Exposed Floor R-30.0
Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.290
Above Grade Watts R-21.0 Infiltration Rate Htg: 1500Ctg: 1500CFM50 - - - - - -- --
Foundation Wails R-0.0 Method Blower door test TITLE -' " ---
_ ConpanyENERGYLOGIC ,e'e sr
[tights and Appliance Features I Address f a
Percent Interior Lighting 100.00 Range/Oven Fuel Electric COLORADO e1 F
Percent Garage Lighting 0.00 Clothes Dryer Fuel Electric . 1-800-315-0459 '\.h\'w p
Refrigerator(kWh/yr) 475 Clothes Dryer EF 2.67 NRGLOGIC.C/O�M�
Dishwasher Energy Factor 0.88 Ceiling Fan(cfm/Watt) 125.00 Certified Energy Rat�rryNu Nv�,.-eel`57 atil
REM/Rate-Residential Energy Analysis and Rating Software v14.6.1
This information does not constitute any warranty of energy cost or savings. ®1985-2015 Noresco, Boulder,Colorado.
The Home Energy Rating Standard Disclosure for this home is available from the rating provider.
PW LVL-2.0E Protect Cate Due Dale PanesAaaemblea Maruxb
• 1.75"X 11.875" 3 Plies 16-1260 18-Aug-2016 .3 Beams G6
Designed by - VanfeU by
ASD Allowable Stress Design U.ffage80: 1st Level
Floor Load Sharing Yes
Legend Girder Temperature 44100°F
A_ a
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ma.-.rnr.tT 3I
I 111.875" IBCBRC A80 USA Bearing Species s«wa.^v
__.. __..__ -.--.__ _.. - _. _- - Slope None
I-IFo-4-6 Col 1-IECoI 0-5-8 I-beCol 0-5-8 Hgr 0-1-12 e11 110-5-4
Span 1 Span 2 Span 3
I 11-10-9 I 11-8-15 I 11-8-15 I
I 35.46 I
R1=7759 R2=21283 R3=21162 R4=6861
•
Maximum Shear and Bending Analysis Maximum Deflection Analysis
Actual Allow Ratio Location Our. LC/LC' Actual Allow Ratio Location LC/LC-
Shear lb. 9888 11845 0.83 10.10-11 1 13+L/2 Total(inch) 0.30=11464 0.58 0.52 5-9-1 DMJ4
Bending!bit. 23690 33220 0.71 11-109 1 134L12 Live(inch) 0.24-IJ583 0.39 0.62 5-104 1/4
Max. Reactions
Maximum from all load cases(w,Mout importance factor) Engineering Notes Applied Loads
Bearing 1 2 3 4
Live 5825 15827 15705 5133 No girder fastening design data in database can meet this design. Loads locations are measured from the left end
Dead 1934 5456 5457 1728 Girders are designed to be supported on the bottom edge only- Note the units of each load.Self-weight:21.6 plf
Total 7759 21263 21162 6861 Multiple plies must be fastened together as per manufacturers details. Listed loads are cumulative.
Maximum from all load cases Top point toads must be supported equally by all Plies.
Live 5825 15827 15705 5133 Provide lateral support at bearings to prevent lateral
Dead 1934 5456 5457 1728 displacement and rotation except at the laterally unbraced
• Total 7759 21283 21162 6881 supports as indicated.
LC/LC- 1/4 1/2 1/5 1/4 -Load Combination/Load Case
Our. 1 1 1 1 --Bearing length used in analysis
BrgLen-- 1 3/4' 51/2' 5 1/2" 1 3/4"
•
NOTES 2.Mil matter ba r.atm.m ere nn.mao 4 Design asroom.tar eageed+eanvresrans. Coastal Forest Products Inc.
�, +.w� °n.i..,..ws. me pare i0 Said rasa
�._ ain a.sTY4TCM: PO.
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beamsit n� ,�amanaaaMM
.r�amrs ,.,tlm .. 'a>mnr u .mnt.y lntonw neat.. Drawing tarter
ma nvMdms.m” am Mame Mum nJ aide app Torek.
datnbuton Telrure Muuiaeme LOWER:erve ftan niess Tenet tlrnr.r a-WmgN Eeamamun not be ova.
OuickTmre 1-Dry a an Mamma Date Pagel of I
5412110
PW LVL-2.0E Project Date Due Dam Pieces I Assembled ' mat/Job '
16-1280 18-Auq-2016 Beams
1.75" X 11.875" 2 Plies Designed by venrred toy 2 G4
- ASD Allowable Stress Design U.6.W8O: 1st Level
Floor Load Sharing No
-- - _ - - — --
Legend Girder
-- - Temperature <=100°F
t n n n a t Service Condifion Dry
n c
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ane
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11I1I . rt I$ ill rt1 11.11. Ali .:Ina I -_— Nservative Treated
}n=ti Cant TL 1/120 NONE
im�llllll110)5- CLL 1I180 Bearing Speues Col
e __ .— _ _� ___ _-_ Cant
1F0-4.6 Lk05-8 0-3-85.1-1 ILL3-8 IBC/IRC MD USA
Span 1 Span 2
Slope None
1 16-7-6 I 6-8-4 U 0-1-4
23-0-14 I
R1=2263 R2=14114 R3=955
t Maximum Shear and Bending Analysis Maximum Deflection Analysis
Actual Allow Ratio Location Our LC/LC' Actual Allow Ratio Location LC/LC'
Shear lb. 3372 7897 0.43 15.74 1 D+122 Total(inch) 0.34=1/569 0.82 0.42 7-8-7 0+1/4
5 Bending lb fl 9399 21295 0.44 16-74 1 D+122 Live(inch) 0.24=12802 0.54 0-45 7-8-11 L(4
it Max. Reactions
-' Maximum from Al load cases(without importance factor) Engineering Notes Applied Loads
Bearing 1 2 3
_ Live 1584 10246 876 No girder fastening design data in database can meet this design. Loads locations are measured from the left end
Dead 679 3868 79 Girders are designed to be supported on the bottom edge only. Note the units of each load.Self-weight: 14.4 plf
Total 2263 14114 955 Multiple plies must be fastened together as per manufacturers details. Listed bads are cumulative.
Maximum from all load cases Top point loads must be supported equally by all plies.
Live 1584 10246 876 Tie-down connection by others required at
Dead 679 3868 79 bearing 3 for uplift 638 lb.
Total 2263 14114 955 Girder must be laterally braced along the top edge at a max.
LC/LC- 110 1/2 111 of 12 ft.o.c.
Our. 1 1 1 Provide lateral suppod at bearings m prevent lateral
BrgLen-- 1112 5112 31/2' displacement and rotation except at the laterally unbraced
supports as Indicated.
-Load Combination/Load Case
--Bearing length used in analysis
w*Es. acaera.a mm ,."u aN a. Design.�„y=a�a b"r' poets
otse a�a t Coastal Forest Products Inc.
ere amen e RISTALLATOX d�.rIace e,Iaw,om�a: ' °nom vo.
GUTIVI mmial
+e amW 1 Let beams cannot ge Cut addled 6 For ,SMF vc"R pauper drainage to pewit pm'6 n
_ a-". Drawing Number
ParnW la rur¢Alaunoenn¢ LUMBER''r �uress gored o.ae�uu, 3.Damaged hams must°d Seed. e
puullud De �� ir .neg„ee
5412110 a Dale Page 1 oft
PW LVL-2.0E Project Date Due Dare Pees AssemNed MaM1/3bb
161280 18-Aue-2016 Beams
S. -1.75" X 11.875" 2 Plies Designed by verified ey 2 G5
ASD Allowable Stress Desigr U.fS100: 1st Level
— F1Oof Load Sharing
NoLgena Girder Temperature <9100°F 00°F�' 1
, L d . 2I d - x4Cpl -Y6
vq7 ^ ga a � R 4 < $ Fe & .O 4,2 w," e R ,= v . `m $ �i�Em a.ra f �1I m'cil — Tua uz.:� � fgmh7
f _
vigingi
.G L F� r a r L 1 i Li_�{_. i_ ' or Lm mr^Jt
-NONE
• - -, _-� -. _ -_� J 1I 11.875" IBCORC ASD USA Bearing Species Col
L ISlope None
I 0-4-6 0-5-8 1.1.0-5-13 -04_6,314I-I�038
• Span 1 Span 2 Span 3
11-2-2 I 10-2-12 I 5-10.14—J
27-3-12 I
R1=2907 R2=9254 R3=6806 R4=1149
Maximum Shear and Bending Analysis Maximum Deflection Analysis
Actual Mow Ratio Location Dur. LC&C' Actual Allow Ratio Location LC/LC'
• Shear lb. 4431 7897 0.56 10-24 1 D L12 Total(inch) 0.15.1)882 O54 0.27 541 DA/4
Bending(bit. 9436 21295 0.44 11-2-2 1 18M02 Live(inch) 0.11=L/999 0.36 0.32 5.54 L/4
Max. Reactions
Maximum from all load cases(without importance factor) Engineering Notes Applied Loads
Bearing 1 2 3 4
Live 2130 6627 5024 978 No girder fastening design data in database can meet this design. toadsit ns are measured from the left end
Mea units Dead 717 2627 1782 171 Girders are designed to be supported on the bottom edge only. Note s of each load.Set/-weight: 14.4 plf
Total 2907 9254 6806 1149 Mulppe plies must be fastened together as per manufacturer's details. Listed bads are cumulative.
Maximum from all load cases Top point loads must be supported equally by all plies.
Live 2130 6627 5024 978 Tie-down connection by others required at
• Dead 777 2627 1782 171 bearing 4 for uplift 485 lb.
Total 2907 925E 6806 1149 Provide lateral support at bearings to prevent lateral
LC/LC' 1/4 1/2 1/5 1(4 displacement and rda0on except at the laterally urbaced
Dur. 1 1 1 1 supports as indicated.
BrgLen" 1112 51/2" S 1/2' 11/2' 'Load Combination/Load Case
'"Bearing length used in analysis
NOTES: 2 LVL must net be"end NP 9n retemes or 4.Design assume[top edge eW byn.n
i� w.eede.ew—ee hs..".es m.r+reh. d.mer.sm"wn.be=nds Pe.l te ewalamrp Coastal Forest Products Inc.
nay kr TALu.oa. ahpwm.t and rogue.
GDTIYI '4 bed be . rm,,e,m.„ep' c'&agar te wagon pawing.
m ueee product vlmmeo-n regarding
" "' insulation roluirernents,rilviV-Piy fastening gages. Dm Number
romdnmmM1r wti*.d. been"'reenmw Dan co sseand Wtie mmrye. 'r^n9
Distribution Tans.wunoerne
WISER:
ye L gamma m noted'thongs.. aonm.gea r
a dross M " •'•
1 o Date IPage 1 M1
PW LVL-2.0E Project Dale Due Dale Pieces Assemaed uanune
1.75" X 11-875" 3 Plies 16-1280 18-Aug-2016 3 Beams G2
, Designed by Verified by
MD Allowable Stress Desigd U.SlRSO• 1st Level _ 1
, pgentl Floor Load Sharing Yes
O xi
_ a _ _ c _ _ 13 a nem co ml'$Iry _ (..77.
o mon Dry
--� — —os w m e 'o v 13 �� atm m/,a = �,maC5 Wit. 2-Normal
c CO n
i Live L/360 Preservative Treated
i i_ i�� i
III t r Code NONE
111111-1111.825- C ASO USA Bearing Species Col
L ""-- — --- -
- - - ----,A } Slope None
L—ko-4�6 0-3-2•1-1 �0-5-4
Span 1
I 15-8-7 I
d. R1=3876 R2=4260
i Maximum Shear and Bending Analysis Maximum Deflection Analysis
Actual Allow Ratio Location Dur. LC/LC' Actual Allow Ratio Location IGLU
Shear lb. 3924 11845 0.33 14-8.3 1 D+L10 Total(inch) 046=L/400 0.76 0.60 7-10-14 D+L/0
Bending lb.0. 16087 33220 0.48 8-3-12 1 DaIJO Live(inch) 0.32=1./573 0.51 0.63 7-10.14 1/0
• Max. Reactions
Maximum from all oad cases thoul importance factor) Engineering Notes Applied Loads •
Bearing 1 2
• Live 2699 2979 No girder fastening design data in database can meet this design. 1-odds locations are measured from the left end
Dead 1177 1281 Girders are designed to be supported on the bottom edge only. Note the units of each load.Sell-weight'.236 PIf
Total 3876 4260 Multiple plies must be fastened together as per manufacturer's details listed loads are cumulative.
Maximum from all load cases Top point loads must be supported equally by all plies
Live2699 2979 Girder must be laterally braced along the top edge at a max
Dead 1177 1281 of 12 f1.o.c.
Total 3876 4260 Provide lateral support at bearings to prevent lateral
LC/LC- 110 110 displacement and rotation except at the laterally unbraced
Dur. 1 1 supports as indicated.
BrgLen-- 1 112" 1 1/2" *Load Combination/Load Case
•
'-Bearing length used in analysis
•
NOTES 2 LM DBE DE Le realed vulh liE Elardant or I Design assumes LE edge is REFER WIMIfted 1 ,......_ course Che.cE5 5 MendeELBE L22JOR al Remo()REBEL m mold Dturn
Coastal Forest Products Inc.
and,RDIEn PO.
GO0 Maude Drawng Number
Dei Mau,neon I noeiS en,d.to. .toes.iolne otNere se LUMBER. a Damaged ..s,.,�.i riot oe,.ea ,i.
ut-tw Dale Page I of
Manuladurer or Distributor References filename-18-1280 J4-C
Drawing by:
OPEN JOIST Jabnurnber: 16-1280
1 TRIFORCE' Joist id J4-C
Cl/Stealer:
Building address'. •
Project: 16-1280:1st Level
Ns meow.. Emier miler. Jo,'CmacIest,nmmon,.Woe.Leyin,lam,apaonc:
Left 0.000",right:12.125" Left:None,right:None 0.1314(3 X 2,11 7/8".19'-Cr.1 010,16.00"o.c.)
len hanger capacity based on Rene coneacra.
fie Hanger P e aclo hed toBea.LVL Pee LV-L-2 L OE 114X11 D 3 pies
tes.
ti-_ Mgr_ 4• }' rya s —31)-12_ 177/1—
IOapM_11.(75•
Simpson 1052.5E411.06 R�
Overall length-1(9.815-
Uplift
Labei WdO.CENF( R Ce R Crilical R Critical C2 mL
(m) pb) (R.C,) LC UNB 0b) LC UNB
L 200.100 546 100 0.40 241 • -
R 4 30.4169 553 0.44 241 • .
LEGEND O.cond I In*
Label P P P Critical No reinforcement requireo
Bb) Iib) o,- LC UNB
No concentrated bad in analysis.
at* V V C. V Critical
On) pb) Dol (VC,) LC-UNB
14 460.43 110712 1.00 0.42 241
at* M M C, M Critical -WI TOP AREA load.Position(in)from LEFT:star=0.0000.end=179.8150,Magnitude(pet):D=15.L=40
Po) Ob A) (Ib.(I) (WA) LC.UNB
811 1907.26 3035 1.00 OM 241
From he left end or joist.
Olibcel Calculated Cnteriq Sheeting:3,4058 Glued and Nailed
LOAD CASE UNB t-71(`n "�' e CS(Continuous Slrmgbeckp.NONE
Sum LN 1 Strapping:NONE
fir) IN IN) OO"
L LC L 01 VBYS ]60 V&1'0.$1 Gypsum Board.NONE
apnIiL R rat on 1 027 0211 Vwl 0 u tn40.0.3? NO VIBRATION VERIFIED
To'a 2000 ICC(USAIII 4.11070
OPEN JOIST TRIFDRCE®is in accordance with ICC 2009 and NDS-2005.OPEN JOIST TRIFDRCE®was evaluated by ICC(repot 4
ESR-2999)and is quality controlled by a qualified third part agency.Parts are joined together with phenol-resorcinol adhesives.Lumber
used for diagonal and vertical web members is visually graded in-plant es per quality control manual.The end panel is made with 3/8'
OBS web stock quality.A sub-floor must be attached to the lop chord member according l0 the building code.If specified.strong backs
must be of dry lumber and attached to the joists.according to current practice.Required bearing length must be determined for each
application dnr based on specifications by the manufacturer and must never be less than 1.5 Inches.OPEN JOIST TRIFDRCE®must be
dry conditions.Refer to the specifications by the manufacturer for details of installation
Date: 6/1842016 Page. 1 of 1
Manufacturer or Distributor References filename:1E1250 J5-A
Drawing by:
lilOPEN JOIST Jabnumber: J6-11280
l TRIFORCE'
Customer.
Building address:
Project: 16-1280'1st Level
FxdTmnSlerntaIm Permlumalee JouiOcaddtIn(W&awn.own..Lite.Pt..Sperm
Left:0.000",right:19.250' Left:None,right:None 0J315(3 X 2.11 7(8",18'.0",1 ply,16.00 0.c.)
w9.r hsnee,r4pmanly Dann erhese wndli na.
9e
Hager
as 44'41048 flesh LVL PW LVL.3 AE 13/4x1I 7(83 pies
IP' p," is M1i '1 NI.
R i0.PN-11.0]5'
P.
L Simpson U5156111.58
a Overall length-1%35"
Uplift
Label Width,Coffee R R Critical R CriticalC2 n
o
0,1/ 9b) F LC-UNB (01 LC.UNB L
L 4 38,219 605 9,21 241 - .
R 300.195.75 598 O41_ 20/1
LEGEND o Om c ch.
Label P P P Critical No reinforcement required.
Db) fib) P, LC-UNB
No concentrated load in analysis.
at' V VC„ V Critical
tin) (Ib) Ilbl IVC„1 LC•UNB
14.19 518.11 1100 1.00 0.47 21I1
at* M, Cr _la Critical -WI TOP AREA load.Position(in)from LEFT.start=00000,en 198]500.Magnitude(psfl:0=15.L=40
Ont (lb f0 (lb It) (MC„) LC-UNB
99.19 2385 3672 1.00 0.05 201
'From he lett end 0fjoisr..
Critical Calculated Criteria Shoaling.3/4 OSB Glued and Nailed
LOAD CASE UNB (L) �'!tb tnl f�nl' lel CS(Continuous 61mnyback)t NONE
awn LaL '0263 - - .LP4O 040J L480 0Ds Gypsuin4.NONE
4Ln 4° ' 1 Gypsum Board'NONE
A baso LIZ L2,, o, • I 0000 . 0 360•2,820 0Rm 2,240-gigs NO VIBRATION VERIFIED
1vL.! 90o9 ICC(USAy1411070
•
OPEN JOIST TRIFORCE191sin accordance with ICC 2009 and N0S-2005.OPEN JOIST TRIFORCE®was evaluated by ICC(report 6
ESR-2999)and is quality Controlled bye qualified third part agency.Parts are joined together with phenol-resorcinol adbeiiveslumber
used for diagonal and vertical web members is visually graded in-plant as per quably control manual.The end panel is made with 3/8)
OSB.web stock quality.A sub0o0r must be attached to the top chord member according to the building code.II specNed,strong backs
must be of dry lumber and attached to the joists.according to current practice.Required bearing length must be determined for each
application
litinr dry sed on specification by the manufacturer and must never be less than 1.5 Inches.OPEN JOIST TRIFORCE®must be
a
conditions.Refer to the specifications by the manufacturer for details of installation.
gale: 8(1812016 Page. 10f 1