HomeMy WebLinkAboutBLD-19-554 r ' . e4 C la 1 VASA V
4 .
•
ONE & TWO FAMILY ONLY-BUILDING PERMIT
Town of Yarmouth Building Department 4 frit_
1146 Route 28,South Yarmouth,MA 02664-4492
508-398-2231 ext. 1261 Fax 508-398-0836 (ft.1111i
Massachusetts State Building Code,780 CMR %ey
Building Permit Application To Construct,Repair, Renovate Or Demolish
a One-or Two-Family Dwelling
-, . -Y : This Section For Official Use Only
Building Permit NumberWiS:<y Date Applied:' .-- - ' e • : , : . "
SECTION 1:SITE INFORMATION :- . ' - • .
1.1 Property.Address: • 1.2 Assessors Map&Parcel Numbers
. 2 ' - A a 4_Ike,r 17.3/5•I• '7 rie g 3:.
1.1a Is this an accepted au vet?yes no Map Number Parcel Number A
to rn
1.3 Zoning Information: • 1.4 Property Dimensions: m MP
ire s i eirp 'at i lffretie, thipily
Cio "I'l
'Zoning District Use Lot Area(sq ft) Frontage(ft) A2 rro
M cy
1.5 Building Setbacks(ft) 'Ts me.
CO
Front Yard Side Yards Rear Yard
Required Provided Proyided Required Provided Required Provided C
Z re
4,2 . q /60
13 --
1.6 Water Supply:(MALL c.40,454) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: rn co
Zone: Outside ood lye A 23
Public Ile' Private 0 FlMunicipal 0 On site disposal system ISY/ M
Check if yea' . Clr iri
Xi
2.1 Owner!of Record: . ni
fan' tC m u f A Vi.e rent.oz>/i/oiet /A A— 0
Name(Print) - City,State,ZW /
'7 IT S stcees e,,„eie.> 77 9--6216--/30/V- --
No.and Street Telephone Email Address
_,, •
SEcTKrip DESCRIPTION OF FitOpOSED WORIC2(dieck in that ipiili). ,''', - -• ^. ...:. .,.
New Construction Existing Building 0 Owner-Occupied OffIttpairs(s) 0 Alteration(s) 0 Addition a
Demolition Cl AccessoryBldg. 0 Number of Units Other 0 Specify: rVED
• Brief Description of Proposed Work2:
nett) Cans/roc/A n7 rl
4peLiediu 0 (g. 07 rig il . (efyi,i 1 JUL 16 2018
•
:lii7::::-...1fSeTIO/4 4i*STINIA'rEn ccntrifvOn0Scosis.,,,'?";,,:,;;::i.:4A31-ouF '
Item Estimated Costs: ff,i: ::;- •.. 'r•,x7/yri ofielaWerilip?.:1.-ti-it:Inv-.?:
(Labor and MateriaLs) ,., ,c.,:. :1-.4-cr:?:f.; :s'? JiirrLt', ;,...'
1.Building - $ 2,5‘ 55, ,i,.•,,Building Pc:inaity*.$I a•tis:,--!nslieat!)?Tkr fO:b 6etermiptitt
0
' in Staridandleiry/TO*UiplilkatiMiiii::1::EY.:i. ;
2.Electrical $ ti 000. p0 ifi to`faimitetlieninttitiptei,:;,;‘;...-,,,,,-;ii;,,i;;:c:f....7,,.;
3.Plumbing $ 147100, tiO 2-10otheiFees:,$..,: 51.1)::,%I:...,.: .......-: !; :"::::,...yrt• 2"; ". .. .
.• - .•-.. ..1'...c.; :-..Zi.;::/..: :J.; L;:rkks.2".17;1,.....):.,`:.y;7 :-:‘'.-,
5.Mechanical (Fire - 4 r47.5:7,,,,wd• •,:t.•1- : l', •
Suppression)
$ Total All ree14;c-TZ 7.1.2.; --,:41 ..,'.':1-.:71,17
, thenkAmininif 1".J17: Cash An»ttnt;','•
• 6.Total Project Cost: $3 6/ .55 u . tip-Lir:7c,
diittriant.e Dtieil If t377-71
1AUG 162G13 ii
rc.„77,75,77,77,4-(- 3 'al) 1
.. • SECTION 5:.CONSTRUCTION SERVICES
• 5.1 Construction Supervisor License(CSL)
License Number Expiration Date
Name of CSL Holder
List CSL Type(see below)
No.and Street Type , • Description
U Unrestricted(Buildings up to 35,000 cu.ft.)
City/town Stan ZIP R Restricted I&2 Family Dwelling
M Masonry
RC Roofing Covering
WS Window and Siding
• SF Solid Fuel Burning Appliances
I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(RIC)
•
HIC Company Name or BIC Registrant Name HIC Registration Number Expiration Date
No.and Street Email address
City/Town,State,ZIP Telephone
SECTION 6:WORKERS'COMPENSATION INSURANCE AI•'rIDAVIT(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 0 No ❑ •
-. SECTION 7a:OWNER AUTHORIZATION,TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDINGCPERMIT .
I,as Owner of the subject property,hereby authorize A//1 6�rJP�%1?0
to act on my behalf in all matters relative to work authorized by this building permit application.
•%/ J 4 /
Print Owner's Name Electronic Signature) ICS//D�J ��
• • . SECTION 7b:OWNER1 OR AUTHORIZED AGENT DECLARATION .
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information •
contained in this application is true and accurate to the best of my knowledge and understanding.
rn24J (Sjn ,p /no % h e�, e
Print Owner's or Authorized Agent's Name(Electronic Signature) Dau
NOTES:
I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.aov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dus
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.R) //i 30 Habitable room count '
Number of fireplaces / a'a s Number of bedrooms • 3
Number of bathrooms -z Number of half/baths
Type of heating system Gar?n ed fcii4 Number of decks/porches
Type of cooling system e P ii inz'/ Enclosed Open i /
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
• The Commonwealth of Massachusetts
Department oflndustrialAccidents
eF111!= 5 1 Congress Street,Suite 100
• = !_f= r Boston,MA 02114-2017
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Legibly
Name(Business/Organization/Individual): 7-D19/ Sv/t/j
Address: (8 7 d/,reU/f- ,yc
City/State/Zip:)/ i4f/tj / OHO%) Phone#: 7'7y 1p**X- , eo 0'2.
Are you an employer?Check the appropriate box: Type of project(required):
1.0 I am a employer with employees(MI and/or part-time).* 7. re Flew construction
2.0 I am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling
any capacity.[No workers'comp.insurance requited.]
3. I aunt a homeowner doingall work myself. 9. ❑Demolition
❑ ys [No workers'comp.insurance required.]t
4.�I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 0 Building addition
ensure that all contractors either have workers'compensation insurance or am sole 11.0 Electrical repairs or additions
proprietor with no employees. 12.❑Plumbing repairs or additions
5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet •
13.❑Roof repairs
These sub-contractors have employees and have workers'comp.insurance.t
6.0 We are a corporation and its officers have exercised their right of exe 14.❑Other
152,41(4),and we have noerPti�ear MGL c.
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 Homeowner 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:
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 MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby certify under the p••ins and penalties of perjury that the information provided above is true and correct
Signature: t / Date: gel 94
Phone#: r/ W— /n VZ
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#:
• Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,
express or implied,oral or written."
An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the
receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the
owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the
dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if
necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the
members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have
employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial
• Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should
be returned to the city or town that the application for the permit or license is being requested,not the Department of
Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy,please call the Department at the number listed below. Self-insured companies should enter their
self-insurance license number on the appropriate line.
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom •
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant
. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant
that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current
policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit
•
The Department's address,telephone and fax number:
The Commonwealth of Massachusetts
Department of Industrial Accidents
1 Congress Street, Suite 100
Boston,MA 02114-2017
Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE
Fax#617-727-7749
Revised 02-23-15 www.mass.gov/dia
og•Y TOWN OF YARMOUTH
. ' ,t�- .� �° BUILDING DEPARTMENT
ta 4'��� 1146 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261
HOMEOWNER LICENSE EXEMPTION
PLEASE PRINT:
DATE:
(�' •
JOB LOCATION: /4 n/ >!??/e- / S 'A i' , ' /, /i leeLfr
NAME , • STREET ADDRESS SECTION OF TO '
"HOMEOWNER" -re 7/7/' f?1/y '4 77/7'(0 S? /30'—
NAME HOME PHONE WORK PHONE
PRESENT MAILING ADDRESS c37 fifg o, " 41/C-
teres—t wax( 41/L— 0aop0
CITY OR TOWN STATE ZIP CODE
The current exemption for'Homeowner' was extended to include owner—occupied dwellings of one or two units
and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such
homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1)
Definition of Homeowner:
Person(s)who owns 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 attached or detached structure assessory 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.(Section 110 R5.1.3.1)
The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other
applicable codes,by-laws,rules and regulations.
The undersigned 'homeowner' certifies that he/ she understands the Town of Yarmouth Building Department
minimum inspection procedures and requirements and that he / she will comply with said procedures and
requirements. / '
•
HOMEOWNER"S SIGNATURE Al . ///_ _Al/
APPROVAL OF BUILDING OFFICIAL
INSURANCE COVERAGE:
I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL
Ch.142. Yes No
If you have checked yes,please indicate the type coverage by checking the appropriate box.
A liability insurance policy Other type of indemnity Bond
OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement.
Check one:
Signature of Owner or Owner's Agent Owner Agent
hhomeownrlicexemp
ot''rAR,'ca.
TOWN OF YARMOUTH
Z c BUILDING DEPARTMENT
tel. 1146 Route 28,South Yarmouth,MA 02664
• H I ~Fa4' 508-398-2231 ext. 1261 Fax 508-398-0836
BUILDING DEPARTMENT
DEMOLITION DEBRIS DISPOSAL AFFIDAVIT
Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5,
I hereby certify that the debris resulting from the proposed work/demolition to be
conducted at 7f <345/-i ws &Ne`e.
Work Address
Is to be disposed of at the following location: 4 �C�---
Said disposal site shall be a licensed solid waste facility as defined by M.G.L.
Chapter 111, Section 150A.
02, „„y
Signature o Application Date
Permit No.
•
July 26,2018
RE: 75 Sisters Circle Building Permit
To whom it may concern:
I am writing to confirm that upon receiving our occupancy permit for the proposed
single family dwelling at 75 Sisters Circle Yarmouth Port Ma,myself and my
immediate family will occupy the residence.
Please do not hesitate to contact me if you have any questions.
Sincerely,
•
Toni Smith
774-688-1302
0 EFlgF t
le:�"41S4v1yf Sp 1
° El Bar<able Fire District
�w,4; ,;; Water Department
Thomas J. Rooney
Superintendent
1841 Phinney's Lane,P.O.Box 546, Barnstable MA p2630
508-362-6502•FAX 508-362-9616
Email:bfdwatersupt@comcast.net
Operator Lic#20371 Treatment Lic#8441
ONE or TWO FAMILY -BUILDING PERMIT
APPLICATION REGULATORY APPROVALS NOTICE
Address of Proposed Work: iS 9/5/ P S C//�CA eYiesettilic
f �-
Scope of Proposed Work: f1i6/J Sry�e %nhi/S/
Date: gide/ 426 d
Based on the scope of work described above,the applicant is required to obtain approval
sign-offs from the following departments as checked-off below: INITIALS
v Health Dept —508-398-2231 ext. 1241
Conservation Comm.—508-398-2231 ext. 1288
l/Water Dept.— 921
/ 608.3& -/,5o2 �4RA.s1C�i
O101d Kings Hwy.Hist. Comm.--508-398-2231 ext. 1292
l/ Engineering Dept.—508-398-2231 ext. 1250
Fire Dept.—Kevin Huck/James Armstrong,96 Old Main St.SY
Note: Please call Fire Department for an appointment.508-398-2212
Other
Appropriate plans and/or application shall be provided to each of the departments
checked-off above. Each of these regulatory authorities has their own requirements
outside the jurisdiction of the Building Department. All applicable approvals shall be
obtained prior to submitting a building permit application to the Building Dept.
Thank you for cooperation.
Receipt Acknowledgement: r r,k
s7
Applicant's Signature ate
Rev.Dec.2015
'otr � TOWN OF YARMOUTH
3• = :c HEALTH DEPARTMENT
r — llll....•ittt.
" ��•% PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant: .
Building Site Location: 7i S iste/P s 4/e/e e. -e
Proposed Improvement: pt.) c.. 0//d- 3 i�?�u-'e��/hC"
17, as_dre90/7 _5_542244r
Applicant: /0/J! 511/M Tel. No.: 779-3 V30 o`2_
Address: 37 d/4e,0/f /el /z% .c//Ont),//1/4 Date Filed:
**Ifyou would like e-mail notification of sign off please provide e-mail address:
Owner Name: Ca/ 511/71k,Q-/
Owner Address: ,3 7 d//Pei w /I G( ' S'444"¢ �y
Owner Tel. No.: r'e 6 O'(i�v
30,--
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed)—
Note:Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: L A` Ge/ DATE: I �5�7e
PLEASE NOTE
COMMENTS/CONDITIONS:
, .- Xi te•Le L r 7-L, ft, , , ale 11;
per- A /4G /rte Ye/,.y / 7ie .c7
G
i
5 9 / rpu
1- ew � /
�+ Engineering / Surveying Division
t 4 • New House (vacant lot/never developed/new foundation)
Building Permit Review Work Sheet
Address: 76 J, f 72 ZS /ereec.
Assessors Map&Parcel: J 3 - Y: 7
Assessors Plan#: fr;r9 d re --z 7'
Plan Type;�ll1�427'vf/osei-
Recording Date: SGS -' 7 Zmo7
Lf
Planning Board#: 2 7 $ Z Q
Endorsement Date: _cairn- zoo 7
Planning Board Release Date: '/j/19•-ted'`/teF:ene�Zsop9
•
t'Y'
4o.- • TOWN OF YARMOUTH
ft e,,
OyI y�• 1146 ROUTE 28 SOUTH YARMOUTII MASSACHUSETTS 02664-4451
NATTA ii U
��d1 Telephone(508) 398-2231,Ext 1250—Fax(508)760-4830
Engineering and Surveying Division Building Permit Review
Residential and /or Commercial Buildings
Name of Applicant: Toni Smith
~ Telephone or Email Address: 774-688-1302 or tsmith2@svb.com
(AI
Proposed Building Location: 75 Sisters Circle Yarmouth Port Ma 02675
Date Submitted: 7/6/18
Requirements for review:
Please submit one(I)copy of plans,to include:
I. For Residential: Site Plan showing proposed and/or existing buildings,
proposed contours with bench mark,water service location, and septic system
location.
For Commercial: Site Plan showing details required by the Zoning By-law and
revisions required by Site Plan review,if any.
Note: Site plans must be signed and stamped by a Licensed Professional Land
Surveyor and Engineer or Sanitarian.
2. House or Building-Floor Plan(s)and Elevation Plan(s)
3. One(I)co• • . .pplication.
77 Zone
Reviewed By: � � Date:
PLEASE NOTE
Comments/Conditions:
•
0 .
P M(td on Recytled Paper
x :-. TOWN OF YARMOUTH
1146 ROUTE 28,SOUTH YARMOUTH,MA 02664-4451
Telephone(508)398-2231 Ext. 1292-Fax(508)398-0836 RECEIVED
RECEIVED .
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
JUL 10 2018 JUN 19 2018
. APPLICATION FOR YARMOUTH
TOWN CLERKMA CERTIFICATE OF APPROPRIATENESS OLD KING'S HIGHWAY
SOld�kIicatioonNiss hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as
amended,for proposed work as described below&on plans,drawings, photographs, &other supplemental info accompanying this
application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S),ELEVATIONS,PHOTOS,&SUPPLEMENTAL INFORMATION.
Cheek All Categories That Apply: Indicate type of Building: Commercial f/ Residential
1)Exterior Building Construction: f/New Building _Addition _Alterations _Reroof_Garage
_Shed _Solar Panels Other.
2) Exterior Painting: Siding _Shutters ,/ Doors _Trim Other:
3)Signs/Billboards: _New Sign _Change to Existing Sign
4)Miscellaneous Structures: _Fence Wall _Flagpole _Pool _Other.
Please type or print legibly: ' /�
Address of proposed work: 7.�_ SI$tcifS �%/gale_ 1/.4IQ f Map/Lot# 93! ,/11/.7 (I6t#7
Owner(s): 7i)n/ \.51/2))/4_,\.51/2))/4_, r/, / Phone#: / /'7- b8(5) /S
All applications muust be submitted by owner or accompanied by letter from owner approving submittal of application.
'Mailing address: 2'/�� di ire//f i y/.QJ4f{Ia?jn Q �a���Year built: 7,16b
Email: Q9'/a.t./ev a c9 „�yjna i •/ • (20A Preferred notification method: —Phone -Email
/��A/g�eent/contra�ctor: '.- .,, - - -�� /4 _ i[i cisme ••:,, ne#: 7711 102f 5 "9�D�
/mailingAnd� re"ss d 1/ /yU co_V lr�--y , ma- /Oaje27._<--
Email: f SDf/f L.,9 0"Ska , dog Preferred notification method: — Phone — Email
Description of Proposed Work: /1
�I
/Zit-AA'1/474.41,01- sve,/,a-x--C____
1D 1 . c2„; /6, 00 Sg A"
•
Signed(Owner or agent): hU� %ge Date: Qci7 02q g"-
> Owner/contractor/agent Is aware that a permit is required from the Building Department(Check other departments,also.)
> If application is approved,approval Is subject to a 10-day appeal period required by the Act.
> This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later.
> All new construction will be subject to Inspection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections.
For Committee use only ✓Approved _Approved with_Modifications _Denied
Rcvd Date: &-I9'/S Reason for Denial:
Amount 75 A • ' - . , 1
Cas /C : 3'7 7 ,
Rcvd by: Si/ Signed: ' �� ..�'� JUL 0 9 2618
45 Days: 2'3-1 gi t I' ` IArtivIUU I Fl
_ _ _ ___ OLD KING'S HIGHWAY_
Date Signed:?/9/217/1
03/201e i APPLICATION#: 1 9 - A 0 7 0
Home Energy Rating Certificate Rating Date: 2018-06-06
Projected Report Registry ID: Unregistered
p EkotropeID:YdxJXPZ2 ,
HERS® Index Score: Annual Savings Home:
Your home's HERS score Is a relative 75 Sisters Circle,Yarmouth Port, MA
61
performance score.The lower the number, $ 1 287
02675
the more energy efficient the home.To Builder:
learn more,visit www.hersindex.com •Relativeto an average US.home Toni Smith
Your Home's Estimated Energy Use: This home meets or exceeds the
Use[MBtu] Annual Cost criteria of the following:
Heating 34.0 $446 2015 International Energy Conservation Code
Cooling 0.3 $15
Hot Water 13.4 $165
Lights/Appliances 17.7 $956
Service Charges $0
Generation(e.g.Solar) 0.0 -$0
Total: 65.4 $1,582
HERS'Index Home Feature Summary: Rating Completed by:
...ram Home Type: Single family detached Energy Rater:Chris Mazzola
sse Conditioned Floor Area: 1,609 sq.ft RESNETID8873503
Existing laNumber of Bedrooms: 3
s no�_ Primary Heating System: Furnace•Natural Gas•95 AFUE Rating Comp cite 2 p Energy Raters,LLC
180 State RD Suite 2 Upper
,,, Primary Cooling System: Air Conditioner•Electric•13 SEER 508$33-3100
Reference too PrimaryWaterWater Heater.Natural Gas•0.82En
H„„„ — Heating: Energy Factor r',<.
—'e House Tightness: 3ACH50 Rating Provider:EnergyRaters ofMassachusetts _%'_:J,� .
—n Ventilation: 40.0,153 CFM•23A,8.7 Watts I ;`� ..-1
-w Duct Leakage to Outside: 64 CFM25 ''''Cr
.r..-14-4.-
-
"41,
— se This Home Above Grade Walls: R-21 `x �f
—'O Ceiling: Attic,R-37
so Ener
Window Type: U-Value:0.300,SHGC 0.300
_Zero � ` w
so Foundation Walls: WA
Home a
'WIC," Lastest Chris Mazzola,Certified Energy Rater
<.,.,.
Date: at A7 AM
- p ekotropEkotropeRRER-V i :3.1D.1982
�►.`V� �/�. - Home Energy Rating Standard Disclosure ix t • house k avalabie hom the rating provider.
Is report does not constitute anywarranty or guarantee.
r
IECC 2015 Performance Compliance
Property Organization
75 Sisters Circle Home Energy Raters, LLC
Yarmouth Port,MA 02675 508-833-3100 Inspection Status
Chris Mazzola Results are projected
Sisters Circle 75 Pre
Sisters Cir 75-YdxJXPZ2 Builder
Toni Smith
Annual Energy Cost
Design IECC 2015 As Designed
Performance
Heating $832 $600
Cooling $51 $40
Water Heating $255 $256
SubTotal•Used to determine compliance $939 $895
Lights&Appliances $750 $764
Onsite generation $0 $0
Total $1,689 $1,659
405.3 402.4.1.2 402.5
Performance-based compliance Air Leakage Testing Area-weighted average fenestration
passes by 4.6% SHGC
0 0
402.5 404 Mandatory Checklist
Area-weighted average fenestration Lighting Equipment Efficiency
U-Factor
0 0 0
Design exceeds requirements for IECC 2015 Performance compliance by 4.6%.
As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of
Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 6.1f rating is Projected,I certify that the building design described herein 4 consistent with
the building plans, specifications, and other calculations submitted with the permit application. If rating is Confirmed, I certify mat the address referenced above has been
inspectedaested and that the mandatory provisions of the IECC have been Stated to meet or exceed the Intent of the IECC or wit be verified as such by another party.
Name: Chris Mazzola Signature:
Organization: Home Energy Raters, LLC Date: 8/8/18 at 8:07 AM
Ekotrope RATER-Version 3.1.a1982
IECC 2015 Performance costa-ice resits calculated using Ekoeope s energy elgalthm,whlch E a FESNET Accredited PERS Rating Tod.
r
'2015 IECC Building UA Compliance
Property Organization
75 Sisters Circle Home Energy Raters, LLC
Yarmouth Port, MA 02675 508-833-3100 Inspection Status
Chris Mazzola Results are projected
Sisters Circle 75 Pre
Sisters Cir 75-YdxJXPZ2 Builder
Toni Smith
Building UA
Elements IECC Reference As Designed
Ceilings 42.7 53.9
Above-Grade Walls 82.9 77.7
Windows, Doors and Skylights 100.2 95.0
Slab Floor: 0.0 0.0
Framed Floors 54.2 70.8
Basement Walls 0.0 0.0
Rim Joists 0.0 0.0
Overall UA(Design must be equal or lower): 280.0 297.4
Mandatory Requirements
402.1.5 402.4.1.2 402.5
Total UA alternative for Insulation and Air Leakage Testing Area-weighted average fenestration
fenestration SHGC
specified envelop(a L 257 Yn /he. ' 0 0
This.6Veds the WOMB et 250 Bra r N
402.5 404 Mandatory Checklist
Area-weighted average fenestration Lighting Equipment Efficiency
U-Factor
403.3.3 403.5.3
Duct Testing Hot water pipe insulation
® 0
Design fails to meet the requirement for IECC 2015 Prescriptive compliance by 6.2%.
Name: Chris Mazzola Signature:
Organization: Home Energy Raters, LLC Date: 8/8/18 at 8:07 AM
Ekotrope RATER-Version 3.1.0.1982
•
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Building Summary
Property Organization
75 Sisters Crde Home Energy Raters,LLC
Yarmouth Port,MA 02875 508-8333100
Chris Mazzola Inspection Status
Sisters Circle 75 Pre Results are projected
Sisters Or 75-Yd%JXPT2 Builder
Toni Smith
General Building Information
Number Of Bedrooms 3 _,.._.
Number Of Floors 1
Conditioned Floor Area[sq.ft.] 1,609
Unconditioned,attached garage? Yes
Conditioned Volume[cu.ft.] 14,623
Total Units In Building 1
Residence Type Single family detached
Model
Community
Climate Zone 5A
Basement Wall
None Present
Basement Wail Library List
W . . .
None Present
Slab e
None Present
Slab Library List
None Present
Framed Floor
Name Library Type Carpet H Floor Grade Surface Area Location
>basement R30,FG,10x18 G2 1 Above Grade 1,609.0 sq.ft. Uninsuiated Unconditioned
Basement
>basement stair R19,FG,10x18G3 1 Above Grade 32.0 sq.ft. Uninsulated Unconditioned
stringer Basement
1
13uiiding Summary
Property Organization
75 Sisters Circle Home Energy Raters,LLC
Yarmouth Port,MA 02875 508-833.3100
Chas Mazzola Inspection Statue
Sisters Circle 75 Pre Results are projected
Sisters Cir 75-VdXJXPII Builder
Toni Smith
1 .
Framed Floor Library List I
Name_`..._.. R-value
R19,F0,10x18,G3 15.535
R30,F0 10x18,G2 23.419
Rim Joist j
None Present
I •
Rim Joist Library List
.......... ., ... None Present _ .. ... .. . .
Wall
Name Library Type Surface Color Surface Area Location
>ambient R21,F05x18,O1 Medium 1,381.0 sq.f1. Exposed Extedor
>garage R21,F6,Sx18,O1 Medium 2180 sq.ft. Unconditioned,attached garage
,unfinished basement RI 5,F0,4x16,O1 Medium 1185 sq.ft. Uninsulated Unconditioned Basement
Wall Library List j
Name R-value
R15,FG,4x18,G1 13.029
R21,FG,8x18,131 18318
2
Building Summary
Property Organization
75 Sisters Cade Home Energy Raters,LW
Yarmouth Port,MA 02875 508-833-3100
Chris Mazzola Inspection Status
Sisters Circle 75 Pre Results are projected
Sisters Cir 75•YdxJXP22 Builder
Toni Smith
Glazing
Name Library Type Wall Assignment Basement Wall Overhang Depth Overhang Ft Tr Overhang Ft To Orientation 'Burfacs Area
Assignment Top Bottom
Front U:030,SHOC:030 >ambient 0 0 0 South 45.8 sq.ft.
Front shaded dh U:030,SHGC:030 >ambient 4 0 5.1 South 259 sq.ft.
Left U.030,SHGC:030 >ambient 0 0 0 West 82 sq.ft.
Left awning U:0.30,SHOC:030 >ambient 0 0 0 West 12.0 sq.ft.
Rear U:030,SHGC:030 >ambient 0 0 0 North 89.7 sq.ft.
Rear slider U.030,SHGC:030 >ambient 0 0 0 North 53.3 sq.ft.
Right U:0.30,SHOC:030 >ambient 0 0 0 East 27.0 sq.ft.
Glazing Library List
whams ......«,_.k..,...... . . ..,. ...Shgc ....�,......�.......LLfacta ..w._...._...,...... ..
U:0.30,SHGC13.30 03 0300
Skylight _ ._..�_ .._.r I
None Present
I .
Skylight Library List I
None Present
3
Building Summary
Property Organization
75 Sisters Circle Home Energy Raters,LLC
Yarmouth Port,MA 02875 508433.3100
Chris Mazzola Inspection Status
Sletere Clyde 75 Pre Results are projected
Sisters Or 75•VdxJXP72 Builder
Toni Smith
,
Opaque Door
WW. Name Library Type Will Assignment Basement Well- --Emhtance Solar Surface Color Surface Area Location
Assignment Absorptance
>basement Wood pane1,1 313` >unfinished 0.0 0.75 Medium 18.0 sq.ft. Exposed Exterior
basement
>fro tThermaTru,Opaqur >ambient 0.9 0.75 Medium 333 sq.ft. Exposed Exterior
w2 side lies
>garege ThermaTru,Opaqur >garage 0.8 0.75 Medium 20.0 sq.ft. Exposed Exterior
Opaque Door Library List _ _ _.
4 Name ..,.._A-value
TherrnaTru,Opaque 7.143
ThermaTru,Opaque w12 side Rtes 5.435
Wood panel,l 3R` 1.33
Roof Insulation
Name "Library Type Root-Deck Ana[sq.ft.j—Clay or Concrete Roof Surface Color Surface Area Location
Tiles
Attic Hatch R10,XPS,21,13t 7.5 No Medium 8.0 sq.ft. Attie
Attic flat R37,DPCE,10`,10x18,01 2,044 No Medium 1,634.7848. Alto
Roof insulation Library List 1
Name Has Radiant Barrier Il-value
R10,XPS,21,01 No 11.505
R37,DPCE,10`,10x18,0' No 30.821
4
Building Summary
Property Organization
75 Sisters Cycle Home Energy Raters,LW
Yarmouth Port,MA 02675 508-833-3100
Chris Mazzola Inspection Status
Sisters Clyde 75 Pre Results are protected
Sisters Cir 75•YdzJXP22 Builder
7oM Smth
Whole House Infiltration w
Infiltration Measurement Type Shiher Class
3 ACK at 50 Pa Blower-dant tested 4
Mechanical Ventilation
VentllatlonType Rate(Cn o Fe:r Operational hairs per day Fan Watts �Runs once every tint Energy Recovery Percent
hours
ERV 40 24 23 Yes 66
Exhaust Only15.3 24 81 Yes 0
Lighting
.._..._or _.. . .._.w. __, ,M_ . .,. . Light. _ . ._,._ ...
%Intsrlor Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage FluomaM %Garage LEO Lighting
LlgMIng lighting LlgMing
0 100 0 100 0 100
Onsite Generation I
None Present
I
Onsite Generation Library List
a.._..-...... ...�..t...None Present ........................._ .. ,�. .. .. . ., ....m.. .
Solar Generation
Nene Present
5
Building Summary
Property Organization
75 Sisters Cede _ Nome Energy Raters,LLC
Yarmouth Pon,MA 02675 506-833-3100
Chne Mazzola Inspection Statue
Sisters Circle 75 Pre Results are projected
Sisters Or 75•YdXJXP22 Builder
Toni Smeh
Solar Generation Library ListJ
None Present
Conditioning Equipment
Name LibraryType Heating Percent Load.`... Cooling Percent Load Hot Water PercentLoad
0%
100%
AC(1)
ACC,24k,13SEER 0% 100%
DEM
Furnace
0% 0%
Furnace U) FURNACEAFUE95A,NO 100% 0% 0%
Equipment Type: ACC,24k,13SEER
Fuel Type Electric
Distribution Type Forced Air
Motor Type Single Speed(PSC)
•
Cooling Efficiency 13 SEER
Cooling Capacity]kBtu/h1 24
Equipment Type: FURNACE,AFUE95.0,NG
Fuel Type Natural Gas
Distribution Type Forced Air
Motor Type Single Speed(PSC)
Heating Efficiency 95 AFUE
Heating Capacity(kBtui1] 60
Use default EAE Yes
EAE(kWh] 767
Equipment Type: INSTANTANEOUS,EF82.0,NG
Fuel Type Natural Gas
Distribution Type Hydropic Delivery
Hot Water Efficiency 0.82 Energy Factor
Tankless7 Yes
6
Building Summary
Property Organization
75 Sisters Circle Home Energy Raters,LLC
Yarmouth Port,MA 02875 608-833.3100
Chile Mazzola Inspection Status
Sisters Circle 75 Pm Results ere projected
Sisters CIr 75-YdxJXP22 Builder
Tort Small
Distribution System
Distribution Type Forced Air
Heating Equipment Furnace(1) .
Cooling Equipment AC(1)
Sq.Feet Served 1809
/Return Grilles 2
Supply Duct R Value 8
Return Duct R Value 6
Supply Duct Area[sq.ft] 434.43
Return Duct Area[sq.R] 160.9
Duct Leakage to Outdoors(CFM25) 64
Total Leakage[CFM Cal 25Pa] 64
Total Leakage Duct Test Conditions Post-Construction
Use Default Flow Rate Yes
Duct 1
Duct Location Basement(Insulated basement ceiling)
Percent Supply Area 100
Percent Return Area 100
Duct 2
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
Duct 3
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area - 0
Duct 4
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
Duct 5
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
Duct 8
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
ICeiling Fan
Has Ceiling Fan No_..vd.�..._....�.-_..__.».._ -
Cfm Per Watt 70.42254
Water Distribution
Water Fixture Type Standard
Use Default Hot Water Pipe Length Yes
At Least R3 Pipe Insulation? Yes
Hot Water Recirculation System? No
Recirculation System Pipe Loop Length[ft] 170
Drain Water Heat Recovery? No
7
Building Summary
Property Organization
75 Sisters Circle Home Energy Raters,LLC
Yarmouth Port.MA 02675 508-833-3100
Chris Mazzola Inspection Statue
Sisters Circle 75 Pre Results are projected
Sisters Or 75•YdrtJXP22 Builder
Toni Smith
Clothes Dryer
Fuel Type Electric
Cat 2.617
Field Utilization Timer Controls
Clothes Washer
Label Energy Rating 704 kWhKear —
Electric Rate $0.08/kWh
Annual Gas Cost $23.00
Gas Rate $0.58/Therm
Capacity 2.874
Imef 0.331 e
Kitchen Appliances I
Dishwasher Size Standard
Dishwasher Energy Factor 0.46
Range/Oven Fuel Electric
Convection Oven? No
Induction Range? - No
Refrigerator Consumption 655 kWh/Year
- I
Notes
Errors and Warnings have been Rater Reviewed.
8
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Yarmouth Health Department
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June 8,2018
Shawn Bissonette
Architecture by SPB
11 Andrea Road
Pocasset,MA 02559
Re:Sealed Calculations
Tech Call It:90317
75 Sisters Circle
Yarmouthport,MA
Attached are Forte'"calculations and a Job Summary Report for joist,beam,and/or column applications that have
been prepared for the above referenced project based on information provided by Shawn Bissonette-Architecture
by SPB.
The calculations have been identified in the Job Summary Report and by the date and time in the lower right hand
corner of each sheet
6/7/2018
4:31:25 PM
Many uniformly loaded joist and beam calculations can be verified by referencing the applicable span charts within
the appropriate product literature.These common conditions covered by span chart literature may not have been
addressed via individual calculations within this package.
Each analysis reflects the Trus Joist®product,depth,and size that can structurally support the input loads shown.The
professional engineer's seal on this letter verifies that the analyses presented conform to accepted engineering
practices and use code-accepted product design values.Although I have not reviewed the project plans or visited the
jobsite,we guarantee that our products will meet the strength and deflection requirements as shown in the attached
calculations,provided the input model and loading are correct.
All notes and design load information shown on these calculations should be reviewed with the building
designer and/or the local code official to ensure that the loads,spans,and other conditions are correct and/or
acceptable for the specific application.Building inspectors and/or owners should identify the"TJI®","Microllam®
LVL","Parallam®PSL',or'TimberStrand®LSL"markings on Trus Joist®products to confirm that this letter is valid for
the products actually installed.
Please feel free t. ..14V-57--;-;-..._ere are any questions regarding the analyses,I can be reached at(888)453-8358.
`'�v� {% Digitally signed by Jason Shumaker
�� 'Y " ON:c=USrt-hio,kPickerington,caWeyerhaeuser.
Sincerely, o JASON a �� .,, oP� Support Engineer,awJason Shumaker,
OMAKWEN m i' -emaf=JasonShumaker@Weyerhaeuserrnm
Jason 0.Shu ;. r, L MAKER i Date:2018.06.08 0758:36-04'00'
CIVIL cn
Product Sup..J\�yegittee83219 Q•
®FO R T E s 308 SUMMARY REPORT
Toni SmithAte
Member Nn Results C7natSolution Imminent,
Floor:Drop Beam garage Passed 3 Ptece(s)1 3/4'x 16"2.0E Microfam®LVL
Floor Flush Beam Passed 4 Pxce(s)1 3/4"x 11 1/4"2.0E Mlaollan®LVL
Wan:Header laden Passed 3 Piece(s)1 3/4"x 91/4"10E Miadlam®LVL
Forts Scabies,Operator Job Notes 6/7/2018 4:31:25 PM
Shawn Roomette Smith Residence Forte v5.3,Design Engine:V7.0.0.5
Designs By SPB LLC 75 Sisters Circle Toni Smith.4te
(508)495-2881 Yamwuthport,Ma
shawnspbesmatcorn Page 1 of 4
F'0 R T E a MEMBER REPORT Level,Floor.Drop Beam garage PASSED
• 3 piece(s)13/4"x 16"2.0E Microllamp LVL
Overall Length:22
•
o — 0
•
f'
E
All locations are mooed from the outside race of left support(or left cantilever end)AB dhmssioes are hwilB1llal:Drawin9 is Conceptual
Design Results onus 0 toot= A=wed Result . LDF Lome ComSY tloa(._ v) System:Mos
Member Reaction(Ms) 6562 0 r 13322(3.501 Passed(49%) — 1.0 D+1.01(Ag Spans) Member Type:dap Beam
Shear(Ins) 5592 0 1'71/Y 15960 Passed(35%) 1.00 1.0 D+1.01(AP Spans) Bulging Use:Rsiaertal
Margit(Ft-lbs) 35003 0 11' 46671 Passed(75%) 1.00 1.0 D+1.01(Al Spans) Biidng Cade:IDC 2009
Live toad Dell.(in) 0.644 011' 0.722 Passed(1/404) — 1.0 D+1.01(At Spans) Deign Methodology:MD
Total Wad Deft(m) 0.873 0 It 1.083 Passed(11298) — 1.0 D+1.0 1(Al Spans)
•Deflection Pieria:LL 0/360)and n 0/240).
•Top Edge Bndng On):Tap compression edge must be braced at P 9'do mien detailed otewee.
•Bottom Edge Bracing(W):Baton mnpessbn edge mss be anted at 2210/c Mess detailed ciente,
Boring Loads to Supports(ba)
Supports
Total Available Resoled Dead LM Total Aaaoorks
1-Caamm•SPF 35W 35W 1.72' 1722 4840 6562 Masking
2-aim•SPE 35P 35W 1.72" 1722 4840 6562 B4ddrg
•mbdag Panels at assumed to nary no loads applied directly above then and the M bad is apple0 to the member berg deSged.
• Tributary Dad Floor live
Loads babas(ode) Wim (090) (Lag) Ounments
0-Ser Wegt(RF) 0to27 N/A 245
t-llydam(PSF) 01022'(Fret) 11 12.0 40.0 Residential-livng
....a.. . Aral /�
We1`i•'aet Notes ( SUSTAINABLE FCRESTBY MAINE
Weyerhaeuser swats eat the sizing of its products*5 be Ina®davewM Weyernaaeer product dsgh criteria and P design yobs `f
Weyerhaeuser aped/disdains any Ma warranties related to the soltwee.Use of this software is not Mendel to chamma8 the seed for a design
polealmal as determined by the out arty having jurhdgibn.The designer of record,builder or framer is neecrelble to mare that Ma calculation is
mm¢etlle MM the seal project.Lso,va a(ab toad,Malmo Panels and Splash Bods)are not designed by this sdlwae.Prader nm rued at
Weyerhaeuser cadges ae twdpady certified to sustainable fanny stadads Weyerhaeuser Engineered Lit Pmduds have been evaluated by ICC ES
ander tetrad nests ESR-1153 and®t-1387 arms tested In am:Waite with amicable ASTM standards.For arced code aaUabn sepals,Nkyahaaeer
model tpeabae and hefagatm,deists tela M www.weverhaeuser.con/vaxlcroduds/Oznanentitnry.
The pude application,Input deign bads,dLEebe and support helpmate have been poMOed by Fat Sollware Operator
Forte Software Operator Job Notes 6/7/2018 4:31:25 PM
Sheen eesonetle smdn ResidenceForte v5.3,Design Engine:V7.0.0.5
Designs By SPB ICC 75 Sisters Circle Toni Smith.4te
(508)495-2881 VamhoutportMa.
shamhepb@gmal coni Page 2 of 4
a FD R T r a MEMBER REPORT Level,Floor Flush Beam PASSED
• i • . 4 piece(s)13/4"x 111/4"2.0E Microllam®LVL
Overae Length:18.3 12•
+ +
O 0
_
1T 8 VT
0 gi
All locations are measured from the outside face of left support(or left cantilever end)./41 dimensions are horhordal;Drawbg Is Conceptual
•Design Results Aoenal 0 location Mowed Result LDF Meet CamhieaiM.(Pattern) System:Floor
Member Reaction(Its) 5334 Mr r 11419(2.25•) Passed(47%) — 1.0 D+1.0 L(NI Spans) Met Type:Flush Beam
Shear(lbs) 46710 1'2 3/4• 14963 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Beading Use:Re deiui
Moment(Rat 23783 0 9'13/4• 32274 Passed(74%) 1.00 1.0 D+1.0 L(AO Spans) Building Code:IBC 2009
LIve toad Deft.(in) 0.594 @ 9'1 3/4* 0.599 Passed(1/363) — 1.0 D+1.01(MI Spans) Dei Meheddogp:ASD
Total load Def.(i0 0.866 N 911 3/4` 0.898 Passed(1/249) — 1.0 D+1.0 L(Aft Spans)
•Deflection eseda:U.01360)and D.(1/240).
•Top Edge erg(W):Top canpresbn edge must be braced at 17 4'We unless delated othewise.
•Bottum Edge Bradmq(ter):Bottom compression edge must be traced at IS 1'o/c unites delated d1m .
•Member shouts be side-boded from both sides of the member to preset rotation.
Bearing Loads to Supports(be)
StnppontsFloor
Toil Available Required Dead Total Aaeasuds
1-Column-SPF 3.57225' 1.50' 1689 3704 5393 l 5/4'Rim Good2
olumn
2-C -SPF 3.50' - 2.25' 150• 1689 3704 5393 11/4'Rim Board
.Rhi Board is assrard to carry al loads appaed thea*atom R Moaning the member being desigred.
Tributary Dad Floor L1
Loads Location(SW) Width (0.90) (1.00) Comments
0-Sell Weight(RIF) 1I/4'to1T21/7 WA 23.0
I-tear(PSF) Oto(1 1/r S 12Front) .0 30.0 tering
2-Drtform(PSF) Ob(1aAreas
83d 1/Y a6' 12.0 30.0 //��
r4
Weyerhaeuser Notes (2))SIsH4ew R41n
1 Fcm5TAMME
Weyerhaeuser warrants that the Wing of los inducts will be b aovderne with Weyea
tufa product design criteria and published design values
YC
Weyetuea6 ewes*declaims any other waratles telabd to the software Use of this mewae Is not intended to dui moat the need for a design
professional as detamined by the aMtvty having prtsdltlbn.The dangler or red,builder or framer Is responsible to ease that this aatotahm Is
corneal*with the meal pert.Acc sed's(Bea Beam,Maine Pauls and Squash Bods)are not ddgned by tits sdtwae.Products manta-enured at
Weyerhaeuser Wdtllec are third-party caseated to sustainable famby standards.Weyahaeuser Engineered LurnterProducts have been evaluated by ICC ES
under marmot r is ESI-1153 and ESR-1387 and/or tested in aoaadance with applicable ASTM standards.Far area o]detrehmtbi repeals,Weyerhaaeer
pecks/Keratin aid insaWtlmn deals SSW to www.weyerhaenamTV aodpradrcts/doamad-Ibary.
The product application,input design loads,dnieidms and support'Annette have been provided by Forte Software Operator
Fade Software Operator Job Notes 6/72018 4:31:25 PM
Shawn Bseonette Smith Residence Forte v5.3,Design Engine:W.0.0.5
Designs By SPB LLC 75 Sisters Circle Toni Smith.4te
(508)4952881 YaenaMpom,M,
ehawnspbdOgnS con Page 3 of 4
®FO R T E' MEMBER REPORT Levet,Walt Header kitchen PASSED
' • 3 piece(s)13/4"x 91/4"20E Miaollamp LVL
Overall Length:11'9'
+ •
o - - a
V'
N p�.. 11
I . i3
a
All locations are measured from the outside face oe left support(a left cantilever end)JOI dimensions are horizottal.:Diawing Is Conceptual
Design Results Athol 0 Leedom Allowed React LDF Least Cwbinaao•(Patten) SYslan:Wail
Member Reaction(lbs) 4463 @ r 17128(4.50') Passed(26%) — 1.0 D+0.751+0.75 S(AB Spans) meatier Type:leader
Shear(lbs) 3344 @ 1'1314' 9227 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(gabs) 11188 @ 5'101/Y 16806 Passed(67%) 1.00 1.0 0+1.0 L(All Spans) Bolding Ude:IBC 2009
LNe toad Defl.(in) 0.264 @ 5'101/2' 0.375 Passed(L/512) — 1.0 D+0.75 L+0.75 S(Al Spans) Design MdUudoegr:ASD
Todload Deft.(in) 0.42405'10 I2' 0563 Passed(L/319) — 1.0D+0.751+0.755(Al Spans)
•Delladb i Melia:U.(1360)and it(L/240).
•Top Edge Bracing(Lu):Top compression edge mat be braced at 11'9'do unless debleh otherwise.
•Batton Edge Bracing(W):Bottom cumpessbn edge mat be braced at ll'9'do eters detailed[Mewise.
lemieg Loads to Supports(es)
Supports Total Available Required Dead Floor l Sew Total S- Is
ive
I-Trimmer-SPE 4.50 4.517 150" 1687 2468 1234 5389 Nae
2-Trine-SPF 4.50' 4517 1.50' 1687 2468 1734 5389 Nese
Tributary Dead Floor Live seen
Loads Loath.(Me) Width (0.90) (1.00) (1.15) Comments
0-Sell Weight(PLF) Obll'0 WA 14.2
1-Whim(PSF) (moire' 14' 1211 30.0 - PesdenOa-fig
PPM
2-Witten(PSF) Otour 7 15.0 - 30.0 yy��
Weyerhaeuser Notes (ty3 SUSTAINABLE FORESTRY Nilo:m E
Weybla96er warts Det the sizig a products odcts of h be aaWeyerhWeyerhaeuser product with Weyerhaeuser design Ott and pebtded design rsUs. YY
Wtyeteeuser arrest&does any etc wermmlec related to lie software Ise&this somite k rat Wet to deterrent the meed tar a design
prdAe$bai DS determined by the authority having$ldMM.The deform of rend bile a framer*respassble to rimae that this abustimIs
compatible Mei the areal doted.Auris(nae Board,Blacking Panels aid Squash Blocks)are not degned by this su tware.Predicts mmldaauRd at
Werehaeser(adages me VMS-party ratified to wstahsable bresby standards.Weyerhaeuser Enonenad Lumber Pmdais have been evaluated by ICC ES
O da[ethnical mats 68-1153 and ESR-1387 aWa tested in accordance with applicable ASTM standards.Fa assent aide eraesatlon repass,Weyerhaeuser
product literate and Installation details refer to www.aeYetsaeuser.aoWwaodPod dWdoaanent-YMauy.
The prddrd-,,Salty bpd deign bads,dems&sad support adomaton have been provided by Fate Software Cperac
Ford Software Operator Job Notes 6/7/2018 4:31:25 PM
Shawn Baeonene Smith Residence Forte v5.3,Design Engine:V7.0.0.5
Designs By BPB LLC 75 Sisters Came Toni Smith.4te
(509)495-2991 Yarmouthport,Ma.
shawnspbthgma9 cam
Page 4 of 4
A Weyerhaeuser . �� 0INITIATIVE
EJ E
0 PROINIG3
June 8,2018
Shawn Bissonette
Architecture by SPB
11 Andrea Road
Pocasset,MA 02559
Re:Sealed Calculations
Tech Call#:90317
75 Sisters Circle
Yannouthport,MA
Attached are Forte's calculations and a Job Summary Report for joist,beam,and/or column applications that have
been prepared for the above referenced project based on information provided by Shawn Bissonette—Architecture
by SPB.
The calculations have been identified in the Job Summary Report and by the date and time in the lower right hand
corner of each sheet
6/7/2018
4:31:25 PM
Many uniformly loaded joist and beam calculations can be verified by referencing the applicable span charts within
the appropriate product literature.These common conditions covered by span chart literature may not have been
addressed via individual calculations within this package.
Each analysis reflects the Trus Joist®product,depth,and size that can structurally support the input loads shown.The
professional engineer's seal on this letter verifies that the analyses presented conform to accepted engineering
practices and use code-accepted product design values.Although I have not reviewed the project plans or visited the
jobsite,we guarantee that our products will meet the strength and deflection requirements as shown in the attached
calculations,provided the input model and loading are correct
All notes and design load information shown on these calculations should be reviewed with the building
designer and/or the local code official to ensure that the loads,spans,and other conditions are correct and/or
acceptable for the specific application.Building inspectors and/or owners should identify the'TJ1®','Microllam®
LVL','Parallam®PSL',or'TimberStrand®LSL'markings on Trus joist®products to confirm that this letter is valid for
the products actually installed.
Please feel free t. • ••Q ere are any questions regarding the analyses,I can be reached at(888)453-8358.
Synn Digitally signed byJason Shumaker
�� 3 ," �� DN:c=US st=0hi0.F—Pid�erirgtrrr4 Weyerhaeuser.
Sincerely, o JASON a
F OWEN R ou=Product Support Engineer,cn=lason Shumaker,
UMAKER
mull=JasonShumaker®Weyerhaeusertom
Jason O.Shu -r, CIVIL co /r Date 2018.06.080738:36-04W
ProductSupp.� giNeeS3219
`�a--1�.iLt't�
I F 0 R T E s 308 SUMMARY REPORT
Toni Smith.4te
•
,,. _ ,. .
Member Name Results Current Solution Comments
Floor:Drop Beam garage Passed 3 Pieces)1314'x 16'2.0E Microllam09 LVL
Floor:Flush Beam Passed 4 Piece(s)13/4'x 11 1/4'2.0E Mlaollamp LVL
Wall:Header tdduen Passed 3 Pleoe(s)1319'x 91/4'2.0E Mivdlamp LVL
Forte Software Operator Job Nobs 6/712018 4:31:25 PM
Sham Besonette Smith Res.:ance Forte v5.3,Design Engine:V7.0.0.5
Designs By SPB LLC 75 Sisters Carle Tont Smith.4te
(588)495.2881 VarmouthpoetMa.
shewnsPhaSma1 mm
Page 1 of 4
®F O R T E* MEMBER REPORT Level,Floor.Drop Beam garage PASSED
3 piece(s)13/4"x 16"2.0E Microilam®LVL
Overall Length:27
4 +
o 0
e r
11 22'
M locations are measured horn the outside face d left support(or left cantilever end).M dkn arise,are tarlmWl.:Drawing Is Conceptual
Design Resutis maw a Loathe Allowed Result IDE Loaf Combination(Patten) System:Roo
Member Reaction(Ifs) 6562 D r 13322(3.50") Passed(49%) — 1.0 D+1.01.(M Spans) Member Type:pap sear
Shear(Ibs) 5592 fti 1'7 1/2" 15960 Pasts(35%) 1.00 1.0 D+1.0 L(M Spans) Bulking Use:Residential
Manerd(Rats) 35003 @ 11' 46671 Passed(75%) 1.00 1.0 D+1.01(M Spans) Biding Ca:DC 2009
Live Load Dell.(In) 0.644 0 11' 0.722 Passed(1/404) — 1.0 D+1.01(M Spans) Desg,Medmddogr:MD
Total Load DAL(it) 0.873 011' 1.083 Passed(1/298) — 1.0 0+1.0 L(M Spans)
-Deflection criteria:U.(1/360)and it 0/240).
•Top Edge Bracing(w):Top uaipe sbn edge mast be traced RR 9•oic wets detailed omerwte
•Bottom Edge Bracing(In):Bottom co piessbn edge nest be traced at 22'We una detailed otherwise.
Bearing toads to Seppaa(Te)
SuPPDItrTats araaaa Required Dew tFria Total ambaertrs
1-Cairn•SPF 3.50• 3.50' 1.72" 1722 4840 6562 Baring
2-Odom-SPF 3.50' 330' 1.72" 1722 4840 6562 Bbldg
•Bb1dg Panels are maenad burry no Inds applied rhea above an and the full bad is appded tome member hag desgcd.
Tributary Dead Me live
Loads inns(Side) Width t.s0) (L00) Comments
0-Sell Weiglt(PLF) 0b22' WA 245
1-Undone(PSV) 0to27(Fart) Il' 12.0 40.0 Residenhal-livg
Ams
Weyerhaeuser Motes (rya susram else FCRESTRY Matvann
Weyerhaeuser warrants that the sting of Rs warts WI be in abate with Weyerhaeuser product design alerda and pttded design robs �E
Weyerhaem earasrdisclaim aro oder warranties related to me salvia use&MD software is not intended to auameI the need for a deep
pmaesoorra as cid .ed by the authority having Latium The designer d record,bidder a taw ls responsible to as ere that this calculation Is
arab*aah me mead p.8en.Accessories(wit Boad,Bbddg Pads and Spam Blocks)are not designed Lw OMs softwre.Products manufactured a
Weyerhaeuser gates are Oa-party certified to sustainable baby darted.Weyerhaeuser Engineered Umber Proems have been abated by ICC ES
raider technical reports -1153 and ESR-1387 acya tested in aomNarne WMh applicable ASTM darted.For tame code mate reponse Wejetaeea
poet aaabae ad',Relation derails refer to www.weyeshaa sencom whhOprodrdsbccume t-May.
The poet appla l"bpd design bads,dramas aid support bdamabn have been probed by Fab Sdtwae Operator
Forte Sotware operator Job Notes 6/7/2018 4:31:25 PM
Shawn essanette Smith Residence Forte v5.3,Design Engine:V7.0.0.5
Designs By SPB sec 75 Sisters Circle Toni Smith.4te
(506)495-2881 Tamiouthport,Ma.
snawnspbregmab ohm Page 2 of 4
®F 0 R T E a MEMBER REPORT Level,Floor.Flush Beam PASSED
4 piece(s)13/4'x 11 1/4'2AE Mitrollam®LVL
•
Overall Length:18'3y
+ +
O 0
i r j .
IT lir . .
x x
0 0
MI locations are measured from the outside face of left support(or left cantilever end),AN dimensions are honzmtat;Drawirg Is Conceptual
Design Results Aare Q Iuatim /Wowed Result [DF Lost COmtWOos(Pates) - System:Moor
Member Reardon(lbs) 5334 p r 11419(2.25') Passed(47%) — 1.0 D+1.0 L(AN Spans) Member Type:Fish Beam
Shear(lbs) 4671 p 1'2 3/4' 14963 Passed(31%) 1.00 1.0 D+1.0 L(M Spans) Bidding Use:Residential
Moment(R-lbs) 23783 @ 9'13/4' 32274 Passed(74%) 1.00 1.0 D+1.0 L(M Spas) Weag Code:LBC 2009
Live Load Dell.(in) 0.594 @ 9'1 3/4' 0.599 Passed(1J363) — 1.0 D+1.01(AN Spans) Oesgn MCUmdocgy:ASD
Total Load Dell.(In) 0.866 p 713/4' 0.898 Passed(L/249) — 1.0 D+1.0 L(M Spans)
•OerledbOi aP ena:LL(1/360)and TL(L/240).
•Top Edge Bracing(W):Tap compression edge must be braced at 174'sir unless detailed otherwise.
•Bottom Edge Bracing(W):Bottom compassion edge mut be 6raoed at 18'1'We toles detailed othewlse.
•Member should be side-loaded Pam bd,sides of the mann(to Peet rotation.
Beefing Loads to Supports(es)
SupportsFloor
Total Amiable Required Dead Total Accessories
1-Column-SIT 3.5W 2.25' 1.50" 1689 3704 5393 1 1/4"Rn Board
2-Cdum-SIT 3.50' 225' v 150" 1689 3719 5393 11/4 Rim Board
.Rim Board is assumed to tarry al bads greed @sty above I,big he mobs being desiged.
' Tributary Dead Floor Live .
Loads Iaotioe(Sade) Width (090) (1.00) Comments
0-Sdt VOWS(PtF) 11/4"to 1s 21/4' WA 23.0
7-Unions(P Oto 16'3 U2' S 120 30.0 - _
(Front) Deas
2-Uibnm(PSF) Oto(�634Ur 86' 12.0 30.0
Weyerhaeuser Notes zostsrtWuete wRFSTRr sai1ATNE
Weyerhaeuser warrens that the sizing a its products wed be to aandaxe with Weyerhaeuser product&sir Mara and published dolga rakes.
Weyeteaser speedy disclaims any We warranties Sated tote menses.Use of this Aware S not Intended to craned the need far a design
professions as determined by the authority havig}ntrAdbn.The designer of fend,builder or framer IS r itIe to assure that this aladatlm Is
c mpete:de wenn the meal poled.Academes(Ren Bowl,Blocidg Pores and Smash Bods)ale root designed by Ohs soften Pmdsds maudacbse at
Weyerhaeuser faiths we Med-party net to sustainable dressy salads.Weyerhaeuser En*beard hinter Pradtcis bare been evaluated by Its ES
wader tethered repots ESR-1153 and ISR1387 al or toad In a>srdase with applicable ASTM standads.For awed code eeahatte reports,Wesehaaser
product Ybralum and aralabn duels refer to www.we t. sJrwTW.wJprodaWOowrat-Itny.
The product earthman,bpt design Loads,masers and support information hate been povpd by Fate Solhow Operator
Forte software Operator Job Notes 6/7/2018 4:31:25 PM
shmmm anaonene Smith ResidenceForte v5.3,Design Engine:V7.0.0.5
Designs By SPB LLC 75 Sisters Circle Toni Smith.4te
(508)495-2881 Yar nouthpaLMa.
shawnspb@genal Wm Page 3 of 4
®F O R T E e MEMBER REPORT Level,Wal:Header kitchen PASSED
•
3 pieae(s)13/4'x 9 1/4'2.0E Microllam®LVL
• Overall Length:11'9'
+ +
o - 0
X 1P va
p �®
Al locations are measured from the outside face of left support(or left cantilever end).AO dbnsislons are horho tal.;Drawkg is Concepbrel
Design Results , Actual O teatime Allowed Retina LDF load Wrrbaratba(Fattens) System:Wall
Member Reaction(lbs) 4463 0 r 17128(4.50') Passed(26%) — 1.0 D+0.75 L+0.75 S(AO Spans) aeabe Type:Header
Shear(lbs) 3344 01'13/4' 9227 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Buadng Ute:Rsbm1at
Mamert(R-lbs) 11188 0 5'10 1/2' 16806 Passed(67%) 1.00 1.0 D+1.01(AB Spans) Biddg Code:1a 2009
Uve Load Def.(in) 0.264 0 5'101/? - 0.375 Passed(1/512) — 1.0 D+0.75 L+0.75 S(AB Spans) Deep n Methodology:ASD
Total Load Deft(in) 0.424 0 5 10 1/? 0.563 Passed(L/319) — 1.0D+0.75 L+0.755(Mt Spans)
•DS1 eon dibble:a(11360)and it(11240).
•Top Edge Bradng(lo):Top wmpssien eige must be braced at 11'9'We mtless debited othewise.
•Bottom Edge baring(U):Bottom compression edge mutt be braced at 11'9'0/c uses detailed otherwise.
Bering Leeds to Subberb(Y)
Floor
SItPPDy� Total bailable Rmpbed Dead Late Snow Total h.,..1ea
1-Trim a-9F 450' 450' 150' 1687 2468 1234 5389 Nee
2-Trimmer-SPF 4.50' 450' 150' 1687 2468 1734 5389 None
TiLmary Dead Oberlin Seem
Loads Lnlbs(Side) WidU (ODD) (1.00) (1.15) Comments
0-Self Wega(PLF) 0b11'9' WA 14.2
1-Uniform(PSF) 0to11'9' 14' 12.0 30.0 - Residential-Living
Areas
2-Uniform(PSF) 0bi1'e' 7 15.0 30.0
Weyerhaeuser Notes (ZNSUSTAINASU FCRESWRY mITTWIVE
Weyerhaeuser warrens that the siting a Its s predictsw1 bc
be accordance with Weyerhaeuser pgdAesg
t dn criteria and published design vales. �E
Weyerhaeuser ears*dsdarus any Wier warra lis related b the stetson tse of this sorbee Is not&Medd to derumet the red far a deign
poteabrW as datbmted by the authority having}eididim.The designer of record,hider or framer Is repdWbie to assze that this calculation is
compatible with the anal project.Aoessales(Rim Board,Noddy bands and Squash Mins)we not desired by this stawat wolfs nanWautd at
Wlyehaeruertadals we Bid arty cerebella sustainable brewery slamtards.Weyerhaeuser Engineered Lunbe Products have been evaluated by 1a ES
under technical mems BA-1153 atl ESR-1387 and/or tinted an a®na with apptable ASTM standards.For anent code saba8m mums,Weyerhaeser
' product literature and krsadUon details refer to www.weyerhaeusecceodnecdproduCts/Occument-Nbrary.
The product appta8m,Input design mods,rime slo sad sipped ad6nnra8mn have bean Aondedd by Fore Sorbet Operator
Forte Software Operator Job Notre 6/7/2018 4:31:25 PM
Shown Simonetta Smith ResidenceForte v5.3,Design Engine:V7.0.0.5
Designs By SPB LLC 75 Sisters Circle Toni Smith.4te
(508)495-2881 Yam.ounpmiMa.
ahawnapb@gmai win Page 4 of 4