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COMPLETE •N COMPLETETHIS SECTIONON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Sig atu
item 4 if Restricted Delivery is desired. X ❑Agent
■ Print your name and address on the reverse ddressee
so that we can return the card to you. B. Receiv b riot ame) C. D elivery
■ Attach tt s card to the back of the mailpiece,
or on th`e front if space permits.
D. Is delive address different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: o
3. lipice Type
M-Gertified Mail® Priority Mail Express'
❑Registered J&Return Receipt for Merchandise
❑Insured Mail ❑Collect on Delivery
4. Restricted Delivery?(Extra Fee) ❑Yes
j 7012; 0�10 i0r0�'�i�2847 17639(11 i
`. PS Form 3811,July 2013 Domestic Return Receipt
UNITED STATES` 0.$t'C%t , ER1YIf First-Class Mail
Postage&Fees Paid
LISPS
Permit No.G-10 �
• Sender: Please print your name, address, and ZIP+4®in this box,
� I
TOWN OF BARNSTABLE
BUILDING DIVISION
I 200S MA®260�. I
HYANNI
gjdi'1:3f:�i'i;'li' `;ii't'il�i�°illiril
I
A
Q'
m
M1 A �F
cD Postage $
ru cilo
Certified Fee
C3O Retum Receipt Feep (Endorsement Required)Restricted DeliveryFee(Endorsement Required)p Total Postage&Fees
ru Sent T
rl
Street Apt No.;
or PO Box No.
----------------- -- --
P{4 � �l-
� Ci State, �
11 ��
Certified Mail Provides:
to Am'ailing receipt
a A uique identifier for your mailpiece
a A record of delivery kept by the Postal Service for two years
Important Reminders:
to Certified Mail may ONLY be combined with First-Class Maile or Priority Mail®:
to CertifiedWail is notavailable for any class of international mail.
to NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
a For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is
required.
to For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted-Delivery".
to If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047
' PAINTING"WASHING LANDSCAPING
Paulo Gualbes (508)778-1000
o I
Owner newlookservicesQgmail.com
1 s
PAINTING`WASHING`LANDSCAPING
Paulo Gualberro (508)778-1000
Owner k
newlookservices@gmaii.com
Fix
/4
i
oFTME Town of Barnstable *Permit#
' p Expires 6 months from' ue dote
Regulatory Services Fee
�• � � Richard V.Scali,Director ,
r J
0 g 2016 Building Division
ApR n�A�L� Tom Perry,CBO,Building Commissioner
200 Main Street,Hyannis,
-�• \n� MA 02601
www.town barnstable.m&us
Office: 508-862-4038 Fax: 508-790-6230
EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY
t Valid without Red X-Press Imprint
Map/parcel Number
A��
�Property Address <�7
❑Residential Value of Work$ qq;fte Minimum fee of$35.00 for work under$6000.00
Owner's Name&Address a .A k. ;S•Z ae,�,cT�i�� v� f.B.�d'�tiL,,r,�e ,j,4 py,, X-r,
Contractor's Name Telephone Number
Home Improvement Contractor License#(if applicable) Email:
Construction Supervisor's License#(if applicable) `
❑Workman's Compensation Insurance
Check one: -
❑ I am a sole proprietor
�am the Homeowner
❑ I have Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy#
Copy of Insurance Compliance Certificate must accompany each permit.
Permit Request(check box)
❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to
❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof)
9-Re-side
❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows
#of doors:
❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required.
Separate Electrical&Fire Permits required.
*where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.
***Note: Property Owner must sign Property Owner Letter of Permission.
A-copy of the Home Improvement Contractors License&Construction Supervisors License is
re
SIGN ATURE•
Q:\WPFILES\FORMS\building permit forms\E3PRESS.doc
Revised 040215
-
f '
Ile CommompeaU ofmanachuseft
�e�rn,�ea�t c�f�rr>�slrurI�ct:idertrtr•
Qfflce of�gatiatts -
IF 600�Yas�uigtort�ireet �
Boston,MA 012111 3 -
ImmmasmZorldia
Wcwlmrs' Campensaffan Insurance AfEdavit IB.tamers/C,03ab—a tsrsMechicians(Phunbers
ApplkantIIIf3{ UII Please Print F.e �blY
F���ncitr�, ram'rati� �A»IDS /�b,ia L�Address-,
P
hone
- Phone p Z
Are you an employer?Check the appropriate b----� Type of project(required):
I.❑ I am a 1 . ifh 4❑I ara a general coctor sac€I'
emp Dyer
6. I+lew consizucti
employees(fish andlorpart-timed* have htredthe sa6 rs-comdratta ❑
2.❑ I am a sole proprietor orpattaer- Fisted on the attached sheet, 7- ❑Remodeling
drip and have no employees Toese sub-confrac.tum have f ❑Demolifiaa
Woriking forme in any sty. enFloyee<s andhave worms'
[NO Sy'o6mrs'camp.insu ce camp.kmran-M-1 9..❑Building addition
_ ] 5. ❑ We are a corporation and its 10-❑Electrical repairs or R&REMs
}. I ama ltameov er dairtg aft WCkk officers have'e=ised their 1L❑Plumbiagrepaim or additions
triyy l€[No workEcs'comp_ ri of exemption per MGL v
insrrancerequired_I1 c.152,§I(4�andwehawena L_❑Roofregaizs
employees.[To workers' s-❑otfier
coup-iamraine,zequirea.]
'Amy applissa t that cbedsbox 91 RIM 1M V=the swfimbeIowshmdag then wo kere compeasatiaapoyacyiadnemaam
Sameownaswho submit dais ffLIIM r M&Catokr they are do=�-all wax sad&Mbae ou'tsidecontRct ,st mTz=anew affedaek indicating.=cT
ICantmctorsthar cherk ibis box mast attached as addidmal sheet showlagthenneof the sob-camtscwms d stmwhedm ornotthose endtkshsqe
MvbYees.Ifthesd-caat>a �shaee employees,ffiw=nsrpm- e tbe'v worke&imp.polity amabm
I airs an eutplayor fliatispieatdriirrg workers'cot rerrsatirrrt i=zrauwter my eazpla}wm Below is Me parley and jab site'
information. N
Itssniance Company Name: '
"Policy or Self--ins.Lic_;�: Expia-dtioaDate:
Job Site Address; CttplStatelzip.
Attach a copy of the workers°compensationpolicy declaration page(showing the policy,number and expiration date).
Faiinre to secum coverage as required under Section 25A of MGL c.152 cm lead to the imposition of criminal penalties of a
fine up to$1,5Qt}00 aadlor one-yearimprismm—f as we!as civil penabies.in.ffie form of a STOP WORK ORDER and a Hoe
of up to U-DO a day againd the violator. Be advised flint a copy of this statement soap be forwarded to the Office of
Investigations ofthe DIA for insmm*+ct-coverage vezificahon_ F
Ida Irt trRby csrtsfy aatd s and p8naities af.pa jury thatthe infori a&nprm ideff abmv is hats and correct
..ram r—Date
Phase ik
0 ial use an[. Do ztat tvr&r in t its urea,to be coornpletesd by city artomn afjaciat
City or Town: Permiif icense;g
Issuing:A,uthanty(a rckeone):
L Board of Health 2.I uflffi tg Departm.em 3.City Town Clerk 4.Electrical Inspector S.Plumbing Inspector
6.Other
Contact Person: Phone#:
-Information and Instrnc-ions ;....
Maccarhrrcetf5 GeheaalLaws clsapfra I52 r�a>res-a employees Yn provide Worireas'compensation f3r9=n.employees_.
pms¢�to this sue,MM.W1P&Y=is defhed as R_.ev�yPersonin the service of mother ffider airy co�ract afh�e,
expmss or implied,oral or ."
Air earplaye•is defined as"an indzzvidnA partnessbrp,association,corpm-ation or other legal ert id ,or any two or more
of the foregoing engaged in a joint enferpase,and inc-biding the Iegal representatives of a deceased employer,or the
receiver or trustee of an indfvidnal,paraiecship,association or otherkgal entity,employing employees- HoweYerthe
owner of a dwelling house having not morn than three apartra=±s and who resides therein,or the occupant of the-
dwuU3ng house of anofer who employs persons to do maim,caast act on or repair work on such dwellmg horse
or oa the grounds or bending ajp thereb shallnotbecause of sash m3ploynim the deemedto be an employez"
MGL chapter I52,§25C(6)also sues that revery state or local licensing agency shall withhold the issuance or
renewal of a'flr- se.or permit to operate a binkess or to construct buxTdings In the commonwealth for any
applicantw•ho has notpro luced accept.ble-evidence of complran.re'e n t insurance-coYeJrage reqused_
AddbionaIly.MCrL chapt=152, §25C(7)states-Neither the came gawealfh nor icy of its political subdivisions shall
eater fi 3JD any contract for the perfozznance,0fpnblic woz3cuntil acceptable evidence of complimce-tvith.1.e insm:a-6..
regzth•em—i f of this chapter have been presented tD the contras ting anthodty_"
Applicaat�
Please El oizt the W013 s'compensation affidavit completely,by checldag the boxes that apply to your situation and,if
necessary,supply sob-canlrac t s)nam e(s), add=s(es)and Phone mumber(s)along with theca cer bSca±e(s)of
=m-once. Limited Liability Comp ames(LLC)or LimatedLiabi-LityPartneml ips(I.I P)withno employees other ffian.the
members or partners,are not rcq==ed to carry workers' compensation i asaran - If an LLC or UP does have
employees,apolicy is required Be advised thatthis affidayh may be submitted to the Department of Industrial
Accidents for confinnaiion of msurmce coverage. Also be sure to sign and date it-he affidavit The affidavit sLovld.
be retied to i$e city or town that the application for the permit or license is being regnested,not the Department of
L,,dmt al A rci Pats Sl n you bate any questions regardiag the Iaw or ifyou are regaiced to obtam a worlmrs'
compe:nsationpoHcy,plmse call the'Deparfine±attbenrmmbetlisindbelow: Self-fimurdeompauiesshoulden:b'rthtir
self-insmance license number an the a,p -!te line.
City or Town Officials .
f -
Please be sot a that the affidavit is complete and printed legibly. The Departmenthas provided a space at the bottom
of the affidavit for you to fiIl out in the event the Office of Inver�ens has to co act you regarding the applicant,
e ber which wM be used as a reference number. In addition,an.applicant
' the eunitlIicens onto _
Please be sure to fill m
Pl P
that must sabmii mvltiple p=WHC-ense aPPlizaations in any given:year,need only submit one affidavit indicating acn:
policy mlfb=mation(if necessary)and under"Job Site Address"the applirint should writes"ail locations is (�Y
or
'own)_'A copy of the-affidavit that has ben officiaDy s amPed ormarked by the city or town may be provided to the "
applicant as proof that a valid affidavit is on frle for future permits or licenses Anew affidavit must be filLed out each
year.Where a home owner or ciii=is obtaining a license or permit not related to any business or commercial veOtze'
(ie_ a dog license or pem3h to bum leaves etc.)said person is NOT required to complete this affidavit
The Office of Invesfig'alions would like to thank you in advance for your coopexaHa a and should you have any questions,
please do not hesitate to give us a call
The Deparfmmf s address,thlephone and fax number:
Depa dmmt of 1ad€tial Acoideni.9
Office.Of lttwesr�tima
Bagta�YA t2111
Tc,-1. #617-' -49W 6t 406 Or 1-977 M S A
Fax 617-727-7M
ReYisea4-24-07 p v �
Town of Barnstable
Regulatory Services a
V,, dry Tod, Richard V.Scali,Director
,r .
Building Division
Tom Perry,Building Commissioner
&659. 16 200 Main Street, Hyannis,MA 02601
QED www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
-JOB LO Lam/ 7`at•�'_ �` .,,d�✓`�:'/f r ow �2� 2
number street village
"HOMEOWNM7__' 1, e/ L Q G rtdn ra y20 ii a�fl S� i --
41
name one phone# work phone# .
cCLTRAEIVTMAII.ING_ADDRESS:!p /'>/ie A!i /I
r v�PduL-' M/1 OZ6' Z
city/tnwn state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow
homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.
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 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 ear period shall n6t 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 reMonsible for all such work performed under the building permit. (Section
109.1.1) ,
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,
bylaws,rules and regulations.
The undersi " omeowner"certifies that he/she understands.the Town of Barnstable Building Department minimum inspection
proce d ements and that he/she will comply with said procedures and requirements.
'Signahue o eovmer-
Approval ofBuilding Official w
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code
Section 127.0 Construction Control
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt
from the provisions of this section(Section 109.1.1 Licensing of construction Supervisors); provided that if the homeowner
engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor
(see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often
' results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot
proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is
ultimately responsible. . '
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the
permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page
of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in
your community.
Q:\WPFIi..ES\FORMS\bnilding permit forms\EXPRESS.doc
Revised 040215
• swtxsresia, • _.
MASS
Town of Barnstable
iOrEn r�• .
Regulatory Services
Richard V.Scali,Director
Building Division
Thomas Perry,CBO
Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us . =
Office: 508-862-4038 , Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section.
If sing A Builder
L , as Owner o e sub' ct property
hereby authorize to on my,behalf,
in all matters relative to work authorized by this building p application for:
(Address of Job)
Signature of Owner Date
Print Name
If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the
reverse side.
QAWPFILESTORMSUilding permit fm=\EJTRESS.doc
Revised 040215
i
a
RICHIE'S INSULATION INC.
P
111 .OLQ BEDFORD:ROAD
t ORT, MA 02790
1NEST
508=678=4474'.
BUILDING DEPARTMENT
L TO WHOM IT MAY CONCERN
INC. INSULATED THE FOLLOWING JOB:
PLEASE BE A_DVISED RICHIE'S INSULATION,
' 'ADDRESS:
TOWN: . , ( 2
CONTRACTOR'S NAME&INFO"
.,.. -
.THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB
F. .MANUF I L .
TYPE
` 'THERMAL CONDUCTIVITY PER INCH r
AREA THICKNESS R-VALUE
i
CEILING
WALLS
STAIRWELL
BASE. CEIL
GARAGE CEIL G.H. WALL
CRAWL
OVERHANG" -:
CATH.-WALL.
k
OATH. CES .. r "
W:O. WALL
�
FOUND:WALL
BLOCK/RUNN.
'SLOPES'
a'
THANK YOU VERY MUCH FOR YOUR COOPERATION tNTH15 ER IF.YOU HAVE ANY:FURTHER
CONCERNS PLE :,'E CONTACT MY=PHONE.sNU.MBER..,
INSTALLERi
RICH IN ON INC.
SULATI
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,
Map Parcel -.;Application #
Health Division Date Issued
Conservation Division , Application Fee
Planning Dept.. Permit Fee L S. a-)
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/ Hyannis
r
Project Street Address l �1 e cs LAJ
Village � "`ti �
f i E2-f`Cl
Owner aI-0 Address
Telephone ���"� 0�6-�-, 3 Zri
Permit Request f tM6 0 df=-S api 60AW N
c av�Ni ram- 1)-!�S) Se L" ►n s - r dwhtge.
Ca
Square feet: 1 st floor: existing 1004 proposed 0 2nd floor: existing proposal Yc tal new ,G6�
t D
Zoning District C Flood Plain N® Groundwater Overlay o ;n
Project Valuation TO, oo U Construction Type
d�
Lot Size Grandfathered: 'Yes ❑ No If yes, attach 16APOrting mentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family
# units)
Age of Existing Structure j rS /Walkout
' toric House: ❑Yes ❑ c, On I Kin 'g g Old g s Highway: ❑Yes �'No
Basement Type: ❑ Full ❑ Crawl ❑ Other
Basement Finished Area(sq.ft.) d Basement Unfinished Area (sq.ft) 1009
Number of Baths: Full: existing new I Half: existing i new 0
Number of Bedrooms: 3 existing Q new " (r3 CLe__r#5 cc(SwS vh p-STCA.,)
Total Room Count (not including baths): existing G new First Floor Room Count
Heat Type and Fuel: Un Gas ❑ Oil ❑ Electric ❑ Other '
Central Air: ❑Yes ®'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 9'No
Detached garage: ❑ exr ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ exi ❑ new size_
Attached garage:tilexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: 4011
Zoning Board of AppealsrNo
orization ❑ Appeal # Recorded ❑
Commercial ❑Yes If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name �?' Telephone Number
Address If?0 U8r1&m; License# 0 �Gl 3
C(�-
2i r A--SS O 6'f Home Improvement Contractor# (3
Worker's Compensation # �(1 V 0 5Z o I k 2 C913 y
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C
0w — S �A (.irk I/ti1 JCS
SIGNATURE DATE 0 7
FOR OFFICIAL USE ONLY
APPLICATION#
[SATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE a
OWNER i
{
DATE OF INSPECTION:
FOUNDATION
FRAME S>NB y 1144- Cab fi-2/r
INSULATION &KD
FIREPLACE
ELECTRICAL: ROUGH FINAL A�
PLUMBING: ROUGH FINAL
' F
GAS: ROUGH pp FINAL
FINAL BUILDING 21Z3J�S' PIA1 6
DATE CLOSED OUT
ASSOCIATION PLAN NO.
•r
The Commonwealth of Afassachusetts
Department of InditstiialAccidents
Office ofInvestigations
600 Washnrgton Street
Boston,MW 02111
tnwmitiass.govIdirt
Workers' Compensation Insurance Affidavit:4 Builders/Contractors/Electiiciansfplumbers
Applicant Information Please Print LesrilSlti•
Name(BusWes-vorganizaiioallndi%i&al)=_�j
Address: ZQ M n7;J
City/State/Zip: Ail-,) dZ63 Phone#: -e,)7G--6C((3
Are 3 employer?Check the appropdate box: Type of project(required):
ed):
1. I am a employer with_�_ 4. ❑ I tine a general contractor tired I
s have hired the sub-contractor 6- []New construction
employees(full andr orpart-time.).
.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have. g. ❑Demolition
working for me in any capacity. employees and have workers'
[No workers'comp.insurance comp.insurance.
I 9. ❑Building,addition
required-] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions.
3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions
myself[No workers'co right of exemption per MGL
�- 1(4),and use have no 12.❑Roof repairs
insurance required.] §I c. 15?,
employees.(No workers'
13.❑Other
comp.insurance required.]
*Any applicant that checks bore 001 must also fal our the section below stowing their workers'compensation policy infottttation.
i Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors mug submit a ne+x aff davit indicating sa&
=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 ani ati eiiiployer tliat is prot'iditig tirorkers'coiiipensation itisliraitce for itty eiiiplDyeesL Below is the polio'acid job site
information.
Insurance Company Name: S,S l�GcwL'C �y'thi_U-1 ��
Policy rt or Self-ins.Lic-#: kV�',C- Y60$ ) 14 rX2 d(31} Expiration Date:
Job Site Address:_ _ S'1 601,k7 `jl'L L-V City/State/Zip: ,C u"i NL
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expinatuion date).
Failure to secure coverage as required under Section 25A o€MOL c. 152 can lead to the imposition of criminal penalties of a
fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against.the.violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do Hereby certify raider tic ins and penalties of per' 'that the itttformation protdded above is trice and correct
Si tore: Date: D 1 t_3
Phone
Official use milr'. Do riot write in this area,to be coutpleted by cite or toiiit officiaL .
City or Town: PermitlLicense 0
Issuing Authority(cit'cle one):
1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical Inspector S.Plumbing Inspector
6.Other
Contact Person: Phone#:
Ci en&.38438 2CENTRA-CA DATE
ACORD. CERTIFICATE OF LIABILITY INSURANC
E E o5n�2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF WFORKATTOAI ONLY AND S NO RIGHTS tMQN THE AFFORDED
ICATI:HOLDER. ES
CERTIFICATE DOES NOT aFFiRMATNf!-Y OR IIEt3AT11�1.Y AMEND=EXTEND ALTER THE CONERAt4�AFFORDED DY T7•IE HORS"
MOT m Q mill A CONTRACT BETWEEN THE ISSiIII+tB INSUR�(S)
BELOW.THIS CERIVWATE OF INSURANCE DOES
REPRESENTATIVE OR pRODliCER,AND THE CERTIFICATE � �t18 ertdOrS@d.ill SUBI2OOATIQN IS WAIUEO,su!>!}ed t0
pMpORTANT:d the certificate h ilQer Is an tsin poONAt DISUR�,the Dotdamesl
�e ten»s and carldidorrs of the poflcy,parmin potleles�}+require an�°�"'®"L a�ametn ar+mis csrtmce�te does n��r rf�s��8
cerdritsts holder In lieu of such }
PRODUoLR .S08 T7S.1820 SOM81218
DovAIng&O'Neil E
hnumme Agency NAILr
91 lyannough Rd., PO Box 1590 s A:Natlonat mange Insuranc
1•tyannis,MA 02601 �d�m trul<urarl
ems:As
INSURE Central Cie Construction Conl Inc. c
820 Main Street D:
Coll MA 02635 E
D�iRBR F:
NUMBER:
COVERAGES CERTIFICATE NUMBER:
THiS IS TO CERTIFY THAT THE POLICES C3F INSURAI•ICE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED
ERDOCUMENT WWITN FRESSPPECTT T THE OWHPERIOD
I
INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITIONDEScRLBED HEREIN IS SUBJECT OF ANY CONTRACT OR OTHERTO ALL THE TERMS.
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE II RDED By HAVE I ByTHE POLICIES CLAIMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES• g
TYMOF99�+RANee MPtIf784A POLIII~N 1M4J2012 11M41201 EACH. s1 000 000
A a UASILITY $500 000
x coMMERCLAL GENMVL UITM MEflE7� aye a1 800
aAWSMAm ® pER59l1AL a ADv wJLIR�' s1000 000
GENEIFMAcGATE s2.0001
000
PRODUCTS-(XSMPIOP AGO $ 000 Q00
GM AGGREGATE UWT APPM Pay a
Pea Lac
POLICY 1—
AUT0009ite LJASBdrY a
ANY AUTO SODILY INJURY(Per eI) a
IT
AL DAtAP�iE a
ALTP .
►RED MI afro a
EACH a
UM spJj.LA UAS 00I AocREGATE a
EXCESS UAS a
4t2tN3 0Sf141201 X exaTATU �+-
B vWmIlE "m WCC500 M9921 3A E.L. �ACC83E4tT 400 000
AND ENIPLOVEW UABI Y r N
ANY PeOFFIW UDED► a N 1 A EL.DISEASE-EA EMPLOYEE $5t10,000
teary In NNi E.L.DISEASE-POLICY LIMB a500
!OPERATIONS bd,.
f iCiBPnON OPEAA7Tflt1S r LCeCAT I VENXxES(Attu Ate 101,AddMoftd Remaft edwdubk IIIm�is n l
Is Limited to file terms,conditions,eru4usions,other limitations and endorsements.
insurance coverage to have al�r8d,waived,or e�dended the
Nothing Contained in the certiiicafe of Insurance shall be deemed
coverage provided by Me Policy Pylons.
CERTiFICATE HOLDER
SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE GANCELLED BEFORE
Town of StoughtonTIN. ExPMA•ION DATE THEREOF,Town
W!LL BE D IN
AcCoRDAHcE wrrH THE POLICY PROVOI
Building 081
10 Pearl Street,2nd Floor A RgRESENTaT+vE
Stoughton,MA 02072
®181 ACDRD t ►? hdi reserved
ACC 25(2D101tI51-•__ 1 of 1
The ACORD n=m and Ingo are ie&jepsdmarks of ACORD LS1
AWC Guide to Food Construction in High Find Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
Q Check
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust).................................................................. ................................................ 110 mph
WindExposure Category.................................................................. .............................................................B
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story),_stories 5 2 stories
RoofPitch...........................................................................(Fig 2) ........................................... I _ 512:12
Mean Roof Height ..............................................................(Fig 2 ......... ............2.W: ft 5 33'
BuildingWidth,W ...............................................................(Fig3 ..............:ZK 5 89
BuildingLenL.................................................. ........(Fig3 ................. �.( Vft <89
Building Aspect Ratio(L/W) ........................................ (Fig 4)................................................. tT�5 3:1
Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ 6.rf 5 6,8°
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2).................,.............................................
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete.................................................................................................. ...........................
Concrete Masonry F.�C.i.S:i?
j
2.2 ANCHORAGE TO FOUNDATION'3
5/8°Anchor Bolts imbedded or 5/8°Proprietary Mechanical Anchors as an alternative in concrete only -
Bolt Spacing-general..........................................(Table 4)............................................... in. - -
Bolt Spacing from endloint of plate.............................(Fig 5).................................... in.5 6°-12°
Bolt Embedment-concrete.........................................(Fig 5)................................................. in.a
Bolt Embedment-masonry.........................................(Fig 5)..................F aS:t in.>-15
PlateWasher................................................................(Fig 5)..............................................z 3°x 3°x'/<°
3.1 FLOORS
Floor framing member spans checked .............................(per 780 CMR Chapter 55)...................................
Maximum Floor Opening Dimension.............. '
P 9 :...............(Fig 6).................................................6 ft 512
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................................
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7).....................................................A:a ft 5 d
Maximum Cantilevered Floor Joists
Supporting Loadbeadng Walls or Shearwall................(Fig 8)................................................... 1
FloorBracing at Endwalls....................................................(Fig 9)...................................................................
Floor Sheathing Type ........................................................(per 780 CMR Chapteri//55)........................... ...
Floor Sheathing Thickness ............................................ (per 780 Chapter 55). in.
Floor Sheathing Fastening..................................................(Table 2).. d nails at:in edge/�in field
4.1 WALLS
Wall Height /
Loadbearingwalls........................................................(Fig 10 and Table 5 .11Kr ft 510'
( 9 )...........................
LOO
Non-Loadbearing walls...............................:................(Fig 10 and Table 5).......................�. 12 ft 5 20' -4;0
Wall Stud Spacing . .......................................................(Fig 10 and Table 5)................. in.5 24 o.c.
Story (Figs )...............................: ....�ft 5 d
Wall Sto Offsets ........................................................ Fi s 7&8
4.2 EXTERIOR WALLS'
Wood Studs
Loadbearing walls........................................................(Table 5)..............................2x 6 � in.
Non-Loadbearing walls ..... able 5 2x 6 - ft in.
Gable End Wall Bracing'
Full Height Endwall Studs............................................(Fig 10)....................................... Z�C G ..I .....
WSP Attic Floor Length................................................(Fig 11)............................................. ilk ft>-W/3
Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft 2:0.9W
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................................................
or 1 x 3 ceiling furring strips @ 16°spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays
Double Top Plate
Splice Length ............:..:........................................(Fig 13 and Table 6)....................................�ft
Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... ��
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
Loadbearing Wall Connections /'
Lateral(no.of 16d common nails)................................(Tables 7).....................................................
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails)................................(Table 8)....................................................... 2_
Load Bearing Wail Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans ........................................................(Table 9).................................. 3 ft 6 in.<_11' F/
Sill Plate Spans ........................................................(Table 9).................................. 1 ft 6 in.511'
Full Height Studs (no.of studs)....................................(fable 9)............ ?..4... :Jim................. �{
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
HeaderSpans.............................................................(Table 9).................................. 7 ft a in.<_12'
Sill Plate Spans...........................................................(Table 9).................................. ft in.512"
Full Height Studs no.of studs ............... . .. .
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously,
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 ............. ✓5 6V
Sheathing Type..............................................(note 4)........................................J/'(.....G&ec�v
Edge Nail Spacing....................................:....(Table 10 or note 4 if less)........................ 4 in.
Field Nail Spacing ........................................
p 9•• (Table 10).................................................�in.
Shear Connection(no.of 16d common nails)(fable 10)....................................................... 3
Percent Full-Height Sheathing.......................(Table 10)..............................:...................,5 00
5%Additional Sheathing for Wall with Opening>6V(Design Concepts)......::............
Maximum Building Dimension,L
Nominal Height of Tallest Openings.........................................................................ems 6'8-
Sheathing Type..............................................(note 4).....................:..... ........�r/.G.. I/
Ede Nail Spacing ........................................ able 11 or note 4 if less L in.
Field Nail Spacing able 11 ................................................._r in.
Shear Connection(no.of 16d common nails)(Table 11)..................................................J.V�Fy-
Percent Full-Height Sheathing.......................(fable 11).................................................. 4e
5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)....................o Wall Cladding
Ratedfor Wind Speed?.............................................................. ...............................................................
5.1 ROOFS
Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website)
Roof Overhang .......................:....................:......(Figure 19) ..............0 ft 5 smaller of 2'or L/3
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors /
Uplift................................................(Table 12)......:................................:..U= 11(1 plf �V
Lateral.............................................(Table 12).............................................L= Ilk pff
....... 1/
Shear...............................................(Table 12)......... Crl�ti...................S= r)l plf
Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...........YrJ1.-.Q.......T= plf
Gable Rake Oubooker..........................................(Figure 20) ............. o ft<_smaller of 2'or L/2 1/
Truss or Rafter Connections at Non-Loadbearing Walls
J Proprietary Connectors I
Uplift................................................(fable 14)............................................U=Litllb.
Lateral(no.of 16d common nails)...(fable 14).......................................L= 4 61b.
Roof Sheathing Type............jf.Z.."...R.on....1 t p..........(per 780 CMR Chapters 58 and 59).
Roof Sheathing Thickness........................................... ................... .........................(in.z 7/16°WSP,
Roof Sheathing Fastening.............................:...........:..(Table 2).... ..I.?.�•S-tr�r+�k�..�`��....4F.�06r4::...6('�c��
Notes:
1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Comer Stud Hold Downs per Figure 18a and Figure 18b
2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade.
19. Town of Barnstable
Regulatory Services
Thomas F.Geller,Director
Building Division
Thomas Perry,CBO
Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
� I
Property Owner Must
Complete and Sign This Section
If Using A Builder
I cw'—o as Owner of.the subject property
hereby authorize cS(� CvLz 1' to act on my behalf,
in all matters relative to work authorized by this building permit application for:'
(Address of Job)
Signature of Owner Date '
All
Print Name
If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the
reverse side. _
C:\Users\decollik\AppData\L.ocal\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\8R76BDVA\EXPRESS.doc
Revised 061313
Office of Consumer Affairs and Business Regulation
10 Park Plaza -:Suite 5170
Boston,Massachsetts 02116
Home Improvement Ctitor Registration
-4 Registration: 131841
Type: Private Corporation
Expiration: 9/26/2014 Trd 230130
M $
CENTRAL CAPE CONSTRUCTIONr'� "
STEPHEN DEVLIN
820 MAIN ST. - —
COTUIT, MA 02635 �{
Update Address and return card.Mark reason for ehange.
[� Address iJ Renewal Employment Lost Card
SCA 1 G' 2W-W11
�� ((�d79UlYLd7ulP.CGGLfL Oy�/l�LQ41lZCflltSC�G �
®fflce of Consumer Affairs&Basi ess Regntation Licenser registration valid for individul use only
NIE IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
egistration: f31$41 Type: Office of Consumer Affairs and Business Regulation
iration 9/26ft14._ Private Corporation 10 Part,Plaza-Suite 5170
Boston, 02116
CENTRAL CAPE CON�TT--R q EO.INC.
STEPHEN DEVLIN
820 MAIN ST
COTUIT,MA 02635 a -
Undersecretary Naillid w' ut signature
MaSS8iwseft-Depwhnent of Pub4c Safety
BbaM of SWftfinq fteSviathms MW Standards
Coustsuction Supmhor
Licensm O #
sTUHM
920
Cotul'tt KA
Exoram
0=4 14
.1
d MEMBER REPORT Level, Walla Header �' PASSED
2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2
` Overall Length:3'6"
,3
M
0 �: 0
a a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
$ �::
Desi n<Results _
9 n x,, ,-,. Ac[ual@aLoea6on ;Allowed R�esult LDF Load,,Combmab System:Wall
Member Reaction(Ibs) 1472 @ 1 1/2" 3825(3.00") Passed(38%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Header
Shear(Ibs) 1457 @ 10 1/4" 2447 Passed(60%) 1.25 1.0 D+1.0 Lr(All Spans) Building use:Residential
Moment(Ft-Ibs) 2365 @ 1'9" 2875 Passed(82%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC
Live Load Defl.(in) 0.015.@ 1'9" 0.108 Passed(L/999+) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.027 @ 1'9" 0.162 Passed(L/999+) 1.0 D+1.0 Lr(All Spans)
Deflection criteria:LL(L/360)and TL(L/240).
Bracing(Lu):All compression edges(top and bottom)must be braced at 3'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Applicable calculations are based on NOS 2005 methodology.
» Bearing length I oads Lo Supports(Ibs)
PP �¢ M il PI ROOfvr TOtal a�SCriPS �*P
Su 01tS , Total Available Required Dead a
__ , : r o.4 Live Live -
1-Trimmer-SPF 3.00" 3.00" 1.50" 654 70 818 1542 None
2-Trimmer-SPF 3.00" 3.00" 1.50" 654 70 818 1542 None
LOd ,� Tributary Dead Floor Live Roof vtr e � ar fl
ds Width (0 90) L QO non scow ii 25 �Com'ments
Lacaboo ( )�M( )
1-Uniform(PSF) 0 to 3'6" 1' 12.0 40.0 - Residential-Living Areas
2-Point(Ib) 1191, N/A 1246 - 1636 Unked from:Roof:Flush Beam,
Support 1
1Neyerhaeuse'rnNotes ri � << € y
.«,.. �•. - ..', ,. SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculabon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
� z
....... .......... ... ........ ......... ... ........ ...................................
Forte Software Operator Job Notes 11I22i2013 12:59 52 F fv)
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ramTO MEMBER REPORT' Level,MAIN RIDGE �__ � f PASSED
2 piece(s) 1 3/4" x 18" 1.9E Microllam® LVL
Overall Length:24'
u
Nz T ry f
+o +
�s .,
n. 0
_ l M."I"J"111 _
3�&
Z..
24'
o a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Actual "Location Allowed yResult LDF Load'Combination Fattem System:Roof
Design Results ( "' "
Member Reaction(Ibs) 6969 @ 4" 8181(5.50") Passed(85%) 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam
Shear(Ibs) 5832 @ 1'11 1/2" 14963 Passed(39%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential
Moment(Ft-Ibs) 39523 @ 12' 48441 Passed(82%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC
Live Load Defl.(in) 0.724 @ 12' 1.167 Passed(L/387) 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD
Total Load Defl.(in) 1.275 @ 12' 1.556 Passed(L/220) 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12
Defection criteria:ILL(L/240)and TL(L/180).
Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
' € <Bear ngzLength Loads to Supports(Ibs) � g '
F „ x
Supports Total Available Required Dean RO°f �Tptai AdesesT .
.. �g � V..:• �..,..�.,, „� u,re
1-Stud wall-SPF S.SO" 5.50" 4.69" 3009 3960 6969 Blocking
2-Stud wall-SPF 5.50" 5.50" 4.69" 3009 3960 6969 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
\ adet ROOfe t s
e
Loads . Location Wrdth' (0 90) (rron snow 125)„Eommentt�
1-Uniform(PSF) 0 to 24' 11' 21.2 30.0 Roof
We erhaeuser Notes
.. ,. �. , .,,aa ..y ,�'�� _,��� •':- w�;�" : �^"' .. � ;r ,�k: - t<}J SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
r
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: s
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Forte Software 0 erator Job Notes 11/22/2013 12:59:42 e'(��?
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Forte v4.1:Design Engine:V5.7.0.24
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548 15866
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" EMBER REPORT Level,HEADERS UNDER MAIN RIDGE PASSED OR T 3 piece(s) 1 3/4" x 7 1/4" 1.9E Microllam® LVL
Overall Length:3'6"
U
' ___..�� .-_ ..m.�. - ....,,.K..w,.w.xexn.....,... W........w -».weWm..a......, v...,
3'
o_ a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
a x �' � ,. ,. System:Wall
Design Results /►dual @ Locabon Allowetl Result' LDF r Load:Combination(Pattern)
Member Reaction(Ibs) 3524 @ 1 1/2" 11419(3.00") Passed(31%) 1.0 D+1.0 Lr(All Spans) Member Type:deader
Shear(Ibs) 3505 @ 10 1/4" 9040 Passed(39%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential
Moment(Ft-Ibs) 5692 @ 1'9" 13340 Passed(43%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC
Live Load Defl.(in) 0.026 @ 1'9" 0.108 Passed(L/999+) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.046 @ 1'9" 0.162 Passed(L/857) 1.0 D+1.0 Lr(All Spans)
Deflection criteria:LL(L/360)and TL(L/240).
Bracing(Lu):All compression edges(top and bottom)must be braced at 3'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Length " a Load Supports(Ibs) �f
SuPpoltS�` � Total Available" Regmred"Dead FI RO°f Total Accessories
za` gab gaUve Live a �:.
1-Trimmer-SPF 3.00" 3.00" 1.50" 1544 70 1980 3594 None
2-Trimmer-SPF 3.00" 3.00" 1.50" 1544 70 1980 3594 None
r e ag'a' :z, �.•,.Au', z..
Tributary I , Oead? Floor LrveRoof Live _.
Loads , Location 1 ,.Width ,,.,, ,6,(090) (100) (non srww:125) Comments c
I-Uniform(PSF) 0 to T 6" 1' 12.0 40.0 Residential-Living Areas
2-Point(Ib) 1'9" N/A 3009 - 3960 Linked from:MAIN RIDGE,
SuQQ0rt I
...
Weyerhaeuser,Notes I _ ,.,; '"` (A)SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Ji
1
• I
` I
........ ....... ......... ........ _.... .............. _.......
Forte Software Operator Job Notes 11/22/2013 12:59:34 PM
............. ..:.... ......... .._. _ ..... _ ........_ ' .... ...................: ....I
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d M. ea Forte v4.1:Design Engine:Ine:`J5.7.0.245
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.._.._.._.__..__............._........................................_.... __........__._........_._....._ ?-� P v o. .
S� aae^ f 1
MEMBER REPORT Level,Roof:Flush Beam �"—� PASSED
' 2 piece(s) 1 3/4rr x 11 7/8 1.9E Microllam® LVL
Overall Length: 15'7"
a_
0 .,-_ e x
A.
15'
Ir
All locations are measured from the outside face of left support(or.left cantilever end).All dimensions are horizontal.
Des nResults,. a '
9 Actual @location AllowedResu►t " "LDF Load Combmahon(Vatten) System:Roof
�. _. w:
Member Reaction(Ibs) 2883 @ 2" 5206(3.50") Passed(55%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam
Shear(Ibs) 2409 @ 1'3 3/8" 9871 Passed(24%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential
Moment(Ft-lbs) 10755 @ 79 1/2" 22310 Passed(48%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC
Live Load Defl.(in) 0.293 @ T 9 1/2" 0.762 Passed(L/624) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.517 @ 79 1/2" 1.017 Passed(L/354) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12
Deflection criteria:LL(L/240)and TL(L/180). e
Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7 3/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Beanng gdf Loads to SuPPurts(Ibs)
Supports rotas Roof �.: i w a
AvailableRegwred _� � Uve- Total AccEssOEres>, t
ten,u
1-Stud wall-SPF 3.50" 3.50" 1.94" 1246 1636 2882 Blocking
2-Stud wall-SPF 3.50" 3.50" 1.94" 1246 1636 2882 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
1,1WV
rron-snow s1435_ Comments ,'-�
Tnbufary Dead f Roof lave 1 t
y�
40atl1S Lopbon �_ Wrdth 090 '
.. ...,xis
1-Uniform(PSF) 0 to 15'7" 7' 21.2 30.0 Roof
a
.. ... ...M..... ...�� A. ]` ,,: SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
» r
......................... ..... ............ .. _.. ......... ....... .... ...................................................
Forte Software 0p erator Job Notes I 11/22,12013 1:00:02 PM
_..... ....::......._._..:.__ _...:::.......:.
f.)a.:d Mid-can Fortev4.1 Design Engine V5.7.0.245
n
Pace 1 of 1
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��Qyo*THE T TOWN OF BARNST.ABLE
�. BABHSTADLS, i
M6 9 am BUILDING INSPECTOR
APPLICATION*FOR PERMIT TO ............ck/•r!!�• •G :f/ .
. . ..................:......................................................
c�/GfL /
' TYPE OF CONSTRUCTION :......................�.lie�r.......f'.1.7../�/L.l....................:...:.....................:..::...................
14/ /_-C •y,g ZL
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TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to' the following information:
Location ........ �r�%. .:
Proposed Use L C'�
w ............. ..G:...............................................................................................................................
Zoning District`..........................�...........................................Fire District ..C/
Name of Owner . ............Address
Name of Builder .� N........ . .<=.J pc} M
Address ....................... ..........................................
Nameof Architect .................. ...... ................................Address .............. ....................................... .......................
Number of Rooms ................... ..........................................Foundation
Exterior ..�/✓ 17 ..k: 'Y s 1..... �/ K V.............Roofing ...................... .I ............................................
Floors .aA ............................................................Interior ..................../...!!: .... G ...................................
Heating ......................Plumbing ............................�.................................................
Fireplace / ....Approximate Cost ,�'� ( O U 6
y.................................... ,
Definitive Plan Approved by Planning Board -------------------_-----------19 .
Diagram of Lot and Building with Dimensions
SUBJECT TO APPROVAL OF BOARD OF HEALTH
V .P�
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I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name ..�. . ..... ..... . ...........................................
Smith,. Roger W. �
No — .. Permit for -��.. ............. '
tA
............ ._—.---.—_.--..--.~^....................
» B�nt ��ea
Locohon~_--=..~~..-...�riJ.Q...................... \ `
.......................... .......................
Owner --.—.. ..VJ-.42ath......................
Typo of Construction .............fraue..................
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Plot —..---.---_. Lot ----� .�----.
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ren."/ Granted - � .
'
Date of Inspection !
""'= C="p==
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*! � PERMIT REFUSED
--.—.--------.----.---.—.. 19 /
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57 BENT vER ROP
LOT 6 112 0 0 \ TREE DR. g�MPS R�
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LOCUS MAP
30.7 �/ W LOCUS INFORMATION
PLAN REF: LCP 31043-A
TITLE REF: CTF#198330
_ W �+ \ PARCEL ID: MAP 168 PAR. 45-02
_ ZONING: "RC" WIND ZONE 3--EXPOSURE B
q� Rq =- FLOOD ZONE: "C".
nON - - - - _ - - COMMUNITY PANEL: 250001-0016-D DATED:07 02
. = WirN/ s TO =_ 92
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- cgRgoe _=F�o�RNSF *S� CERTIFIED PLOT PLAN
Ln 17.1 _
pRo =__- _ _ (FOR ALTERATIONS AND DECK)
oFo LOCATED AT:
or k24, - -_-_ 57 BENT TREE DRIVE
33.4' 4, x / LOT 35 W CEN TER VI LLE, MA.
PARCEL ID: PREPARED FOR
/ 168/45-02 PAULO GUALBERTO
LOT 5 ICJ APPROX. � AREA=17,694t S.F.
SEPTIC
OCTOBER 15, 2013
� ��-� AREAREA �
46.4'
L0043ZH 1As
47.9' � �-��1 of r �q-
3
J ED A�ARD�
c No: 20S80\
G
152.02 sL o
N83*4191019E _
LOTS 34 E. A. S.
SURVEY, INC.
GRAPHIC SCALE 141 ROUTE 6A
SALT POND BUILDING
20 0 10 20 s40,. so P.O. BOX 1729 .
A SANDWICH, MA 02563
f� 71
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Steve Devlin-Nestdent
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$20 Main Street-Cotuit,MA-508-420-1340
e-mail:centralconatructloncoogmail.com
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A complete Javelin® framing plan requires the Framer's Pocket Guide -
d
See the Framer's Pocket Guide for Product Trademark Information ALMOUTH N
d
When sheathing thickness exceeds 7a', m
trim sheathing tongue at rim board
,Plate nail-16d(0.135"x 3)2)
at 11r oncenter
Flo r panel nail-sit(0.131" M. �.� u
z 2t.')at 6.on-center
W
t'4 Tim ard, LSL or ' a
,. This layout and associated materials list has
rim board,*
\ jib l's"T re m boa d' been prepared based upon project plans
and/or information provided to m
i \`Tce nail-tOd(0.131'x 3�
at 6"on-center'
C ���� �� � Falmouth Lumber Inc.
It remains the responsibility of the builder,
contractor,architect,designer,owner or
A3 A3.1 A32 A3.3 withA3ronly,See
the eyerhaemerTJPe or use other affiliated person to review this
� � with A3 oMy,See the Weyerhaeuser TJl�
Specifiers Gods,XTJ-4000,far A3.1-A3.3
wataastrrn specificdions and applications.
information prior to starting construction in
order to assure that it is appropriate, -�
accurate and complete.
�I
Load bearing or shear wall above Blocking panels may
(must stack over wall below) be required with 1
steear wass ffiove a
Blocking panel below-see detail Bt O
2.4 minimum
squash blocks
I
4-
Web sfitteners=
B1 w�s ws'dc at w 3 •iC1
IRC 502-7 requires lateral restraint(blocking)at all O ! >
(Ba W��s2uv i—ediate supports in Seismic Design Categones V
DO,Dt,and D2 to strengthen the Poor diaphragm.
O
— W i t
/Load bearing or shear wall j .2 y
wave mu
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N L
\\� End of centerline
is 14'5 1/2n 22'0" �' s
o ssuunpport e t o
l3lod ng o N o N
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---- -- -------- ---- ------- ------- - -------- -- r Y ___ N N I
N tV -- 1Z 0 U 2 -0 }
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# I_a W> }O to ta
Accessories O
I'= PlotID Length Product Plies me Qty N O .0 'y
23/32'x48"x96'Weyerhaeuser Edge bold Panel(0A24)T66 SF 1 23 3, Lo u
Load from above
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squash blocks PlotIb Length Product Plies Net Qty a 4n a at
d
CS Use 2x4 minimum squash blocks to J2 13'91/2" 117/8"TJIO 230 1
f + > F-
transfer load around TWe joist U)31 L
MI-3 21'91/T" 1 3/4`x if 7/8"1.9E MicrollomOD LVL 3 17 S O } L U)
TSRattl ib 0"1/2" i l/48x 117/8"L3E Timber 5trwtd®LSL 1 3 F- a.E v chi a I
I TSRimi ' -- ---
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LEVEL NOTES
- - -
:a I
cm
Current Date: 10M 1/2013
File Name: Certral-57 Bent TreeJvl
----
Level Name: —TFIRST FLOOR
- -
�
Building Code-Design Methodology: IBC 2009
- _ -
I FLOOR I I I
---- �- I` Fk)or Cerfthw FC1 O
0 16"Q.C. -- - - -
Use/Occupancy: Residential
O I
Fkw Am Loading is: 40.0 Ib/ft2 Live Load&12.0 W&2 Dead Load n
Fk)or Maximum Alknf(red Deflection U480 Live Load&1_1240 Total Load I w
mum
N. _x
?HIS LAYOUT HAS NM
am
BEEN HE CHECKED FOR �' :' Y f >
HEATING v OR PLIJMBING a
p, 3 INTERFERENCE. ON SITE
I
ADJUSTMENT OF JOIST
OF UP 10 3"IS PERMITTED
to Mro1D PRODUCT TSRimi MI-3
CONFLICT DUT DO NOT 36' 0"
EXCEED DECK PANEL - -- -- --
SPACING.
JOIST FLANNWS MAY
NOT BE CUT" C� j
WARNING ICE
Joists am unstable until braced laterally H
Bracing includes: a
Ti&r
DO NOT walk on joists DO NOT walk on joists DO NOT stack building
until braced. that are lying Nat materials on unsheathed
INJURY MAY RESULT. joists.Stack only over
beams or walls.
WARNING NOTES: L I
Lack of proper bracing during construction can result in serious £ V)
accidents.Observe the following guidelines:
O
r.All bl«wng,hangers,dm boads a,d rm ids at the end �ct me TJl+ions revs[to�«r4,teeelr zr tiled a�a pr�parry nalea.
2.Latenal strength,like braced end wall or an me arg deck,nest be established at are ends of lbe tray.This car,also be L
accomplished by a temp-1 x peoranent deck(sheathing)fastened W the frost 4 feet oflooAs at the end of the tray. ' O
3.salary aadng of t x4(miramuml must be nailed ro a brarea end wall«streamed area has in hole 2)aria to earn jdst. v F'7 q II'
Without this
raa bng,b«Iding sideways or rollover is highly probable under light constmcaon as loads-such a worker m - - ---
-a far.or urinated srs a'hmg.
4.Sheathing must be completely attached d each TM.,-before additional loads can be placed on the system.
5.Ends of catalevers require sdety braang on both tie top and bottom Ranges. Sheet:
e The A®gea n"W rerrsr b.0d witlwr irr fore fun Aipxneel
{S Weyerhaeuser,iLevelID,Microllarrhml,Parailamb.Silent Flours.TimberStrandar,T.1K,TJe and Trus Joist®are
registered trademarks of Weyerhaeuser NR.®2012 Weyerhaeuser NR Company.At rights reserved.
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