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. .� Town of Barnstable BUlldlri
MA Most This Card SO That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept
IBMRIMAS& 'Posted Until Final Inspection Has Been Made.039. Permit
Where a Certificate of Occupancy is Required,such Building shall Not.be Occupied until a-Final Inspection has been made.
Permit No. B-17-3651 Applicant Name: SOARES, RICHARD Approvals
Date Issued: 12/26/2017 Current Use: Structure
Permit Type: Building-Addition/Alteration-Residential Expiration Date: 06/26/2018 Foundation: `
Location: 18 SPRUCE STREET,WEST BARNSTABLE Map/Lot: 216-021 Zoning District: RF Sheathing:
Owner on Record: SOARES, RICHARD Contractor Name: Framing: 1
Address: 18 SPRUCE ST > Contractor License: 2
WEST BARNSTABLE, MA 02668 Est. Project Cost: $8,000.00 Chimney:
Description: Addition of MudRoom Permitfee: $90.80
I Insulation:
Fee Paid:' $90.80
(reviewers note:addition includes deck,connects to shed. RMCK)
Date: 12/26/2017 Final:
Project Review Req: ,Y/l�Gn Plumbing/Gas
Rough Plumbing:
4 Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas:
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted.
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas:
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for'public inspection for the entire duration of the
work until the completion of the same. Electrical
i
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service:
Minimum of Five Call Inspections Required for All Construction Work:
1.Foundation or Footing Rough:
2.Sheathing Inspection
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction. Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department
Building plans are to be available on site Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map d Parcel . / Application I
Health Division Date Issued
Conservation Division Application Fee
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board `
Historic - OKH _ Preservation / Hyannis
Project Street Address -��' � A43
Village
Owner.�fe-xd',Oa fne,-C. AddressJV
Telephone n-5-1y7
Permit Request
Square feet: 1 st floor: existing proposed /q3 2nd floor: existing proposed Total new
6 � _
Zoning District fZe--S Flood Plain Groundwater Overlay
Project Valuation d 0Q Construction Type
Lot Size �� ��1 Grandfathered: ❑Yes �'� If yes, attach supporting documentation.
Dwelling Type: Single Family 0� Two Family ❑ Multi-Family (# units)
Age of Existing Structure / l2 Historic House: ❑Yes ❑ No On Old King's Highway: 131'tTs-- ❑ No
Basement Type: Et cull &1�rawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing --rtew
Total Room Count (not including baths): existing -7 new First Floor Room Count
Heat Type and Fuel: M'Uas ❑ Oil ❑ Electric ❑ Other
Central Air: O Yes BrIllo Fireplaces: Existing 0 New ��j Existing wood/coal stove: 5-YeT ❑ No
.Detached garage: ❑ existing ❑ new size_Pool: ❑ existing Urns ew size�t)Barn: ❑ existing ❑ new size_
Attached garage: 0 existing ❑ new size _Shed: xistingi3O newsi Other:
E
Zoning Board of Appeals Authorization ❑ Appeal # Reoorded ❑
<F
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name l Telephone Number ,5�L a r�
Address License#
�✓ 6 Home Improvement Contractor#
Email eb V /ila Worker's Compensation #
`LL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATU-0' / DATE /o 12- 1'
FOR OFFICIAL USE ONLY '
APPLICATION #. 1'
' .DATE ISSUED
MAP/ PARCEL NO.
h. ADDRESS VILLAGE �
i
OWNER
� I
DATE OF INSPECTION: f
FOUNDATION '
FRAME
- INSULATION t
FIREPLACE
f
ELECTRICAL: ROUGH t FINAL
PLUMBING. ROUGH FINAL
y GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
all
EA
Ara t r tk
SOW
oor
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Barnstable Old King's Highway Historic Akm�:;w
0ooaMfy�,District Committeeway Town of Barnstable,Planning&Development Department y
.e3y 200 Main Street,Hyannis,Massachusetts 02601 , -01
`D � Phone 508.862.4787 Email erin.logan@town.barnstable.ma.us OF B-°0�
Thank you for submitting your application with the Old Kings i rhway Historic District
Committee. Your application is scheduled to be heard on ;__l _ir"�, at 6:30pm at the West
Barnstable Community Building, located at 2377 Meetinghouse Way (Route 149), in West
Barnstable.
WHAT TO EXPECT
Certificate of Appropriateness and Demolition or Relocation Applications
o The applicant and abutters will receive a copy of the agenda in the mail, approximately
two weeks prior to the scheduled hearing date.
o We are required to print a legal notice in the local newspaper, at least one week prior to
the hearing. Legal notice can be found in the Barnstable Patriot.
o The applicant or authorized representative should attend the hearing prepared to answer
questions that apply to the work proposed on the application.
o The committee reviews applications in the order they appear on the agenda. Should the
applicant arrive after the application is called, said application will be moved to the end
of the agenda.
o If the application is approved and an appeal has not been filed, it will be available for
pick up, 14 calendar days from the date the decision is clocked with the Town Clerk.
• While we strive to have all decisions clocked the day after the hearing, it is best to check the decision
on a rww.townotbarnstable.us, Boards and Committees, Old Kings Highway Historic District
Committee. The decisions are located next to the applicable hearing date and are time and date
stamped by the clerk in the upper right corner.
0 Certificate of Exemption & Minor Modifications BUILDING ( EPT
o The applicant is not required to attend the hearing. DEC 13 2017
Tn�„�
o Provided the application is approved, the signed approval�w ll-be.ready for pick-up at the
Town of Barnstable's offices located at 200 Main Street, Hyannis,one�1AIRi_.r=---------
All certificates issued will expire one year from the date of issue, or upon the expiration date of any
building permit issued for the work, whichever expiration date shall be later. The committee may renew
any certificate for one additional year,providing the request for such renewal is received at Ieast 30 days
prior to the expiration date.
Withdrawal - Should the applicant choose to withdrawal the application, please contact Erin Logan,
OKH Admin.Assistant, for directions on how to proceed.
STILL HAVE QUESTIONS?
Go to www.townofbarnstable.us, go to Boards and Committees, Old King's Highway Historic District
Committee, under the Resources heading, you will find the OKH.Regional Historic District Bulletin,
applications, and other documents of importance or contact Erin Logan at the Town of Barnstable
Town of Barnstable
Planning&Development Department—Elizabeth Jenkins,Director
?'lip Cornmomveah*of Massadrusetts.
Deparkffent cif lied-slrialActidents
Orke of bIP 9atEem
Baston,AM 02L11
impt Lniasmgo rldia
Warkers' Campens3fienInsm-mceAffidavit BuilderslContractars/EIec hers
ApPUcant Infw=tinn Please Feint
Name -1A, -4
Andress: /dq ��'- z c A,—
mWStatef - w/e n hey .760 7
Are you an employer?Checkthe appmpriate bon ' Type of project o tr
L❑ I am a 1 with 4_ ❑I am a general contractor and I om -vir
employees(aadforpart-ime * luwehiredi ie sub-contEactors 6. Rem delinudiott
2.❑ I am a sole propiietor or partner- listed on the,attached sheet.. �. ❑Remodeling:
ship and have no employees These mib-corifractors ba7e 8.,Q Demolition
warring foram im any capaciiy employees and have wodwrs' n 9. �m g addition
[l�Q wodmrs' comp.inaxanre Comp-imlrarrt�l ��.1/""
r ed.] 5. ❑ We area corporation and its 10-❑Electrical repairs cr adcEdons
3. amalwmeavmer doing all work officers have exercised their 1L0Plmabingrepairsoradditions.
myself o workers' sight of exemption per MGI. ?
aadwehavem:o LRoafrepairs .
incrriancere��uired-]t C.152,§1('�
employees.[goworkess' 13_❑other
crimp.msr=ce,require&]
"Any WBamtdatchedsbozflmastalmMouttheswfionberawshardnHie waleWcm3pmsatl UpoFmYiaRMsaaa
�i�ia�aNa.4S5 te7m SuluaFt dris af5das�ia�cabag they are+tm�all WaDiG sad tbenhae outside CO��^��tt submit a new affid�t indicsdne 5ach_
rCaaltacto[sffst rhea 1W trot nmu t a#terly sa addition,sheet showing&ea=eof the sob-ccmirc 6o-gxnd stafewhEMLm arnotfhase at tieshc�e
empluyen.Ifthesohtontmetwshzve employees;ihey pmri&dair workers'comp.policy number
I air[art erxplap�r tlerc[is pratzdirtg workers't angrerrsrdiarr irrsrrrarrca for my*¢atpla}�ees Bebiv is Me paUcy raid job site
FTrfOtTlral7DtL
Ta¢rxanaeCompanyNamze: C IAA
'Poficy-,'t or Self-ems-Ec. 3.a6:5%* ExpifatiouDafe: ✓7 z,
Job Tda Addre= /* _ cityfatat�:U/0 /jay- a 7-Z eq
Attach 2 coP7 of the workers'com3pmsationpaRcydeclaration page-(shoving the poficy number and expiration chute).
Failure to secure coverage as regn redunder Sedion 25A of MGL a 157-can lead to the imzposit' of rdmma4 penalties of a
fine up to$UOO Of}andlor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fume
of up to$MOO a dap aaamst the violator. He advised that a copy of this statement.maybe forwarded to the Office of
lavesfigadons of the DIA for im' zamcz coverage wrifimati=
'Ida hereby eaniffly nard`ff ffit prmcs arr� ' s ofperjurp hTud lrs ucfbrma€zorr p=,i rd aeons i s bus annd carried
Bate ®
Phone i� 3 a 0 5/Z--7
0 j€ctid use anry. D-a not writo in di s area,fir be.cmnglete�d by city artolm 0JUL-et TQ�/�/ � cult
op
City or Taww PeradbMicense 4
Issaing Auffiority(ea cie one):
L Board of Health 22.BuffXmg Department 3.Ci yl£own,Clerk 4.Electrical Imspector 5.Pb Bing inspector
6.Other
Contact Person: Phone ih
- - - - 6'
Information an' d Tnstx-act-lons ; .
MRssachnse is Ge�o a Laws cJiaptea I52 retires all mplopers'o Pm-vide wailm 'CCM3PM rM for$yea eMPIoyees-
Pursaantto this ,an Wj7I0yra is defined as¢.evetpPelsonin the seavice of another wader auy,coxtmd ofhire,
eXpress or jMplied,'oral or w:h=
AIL e�£oyer, is d�fiued as`pan mdi�idusI,parhhersT ,asso�ti vo,corporation or other Legal e�ijy,or any two or more
of the foregvmg edged in a3omt=tmTn e,and inch dmg fie Legal sepa eseDhAives of a deceased eroployer,or$he
r=eivear or trustee:of an imdMdnal,pate ship,association or ofherIegal entity,employes ,IDy=g- However the
owner,of a dweIIingbonsehavmgnotmore thant1=-apmtcaents and-who resides therein,orthe occcpant ofthe-
dwe ng house of anof e r who=ploys pmsans to do maw,cans ict on or repair wont on such dwelling house
or on the grounds or brn7dmg aj pPE Ihereb shallnotbecanse of such=xPloymentbe deemed to be an employe"
MGL daaptEr 152,§25C(6)also steins that aevay sty nr local rcenss:iuff agencp shall wif hold ffie issuance ar
renewal of a Hcease or permit to operate a business or to constmct bw1ffh s in the commonwealth for any
a-pplicantw•ho has not produced acceptable evidence of compllance wn for hisarance coverage regvs e<L"
AddliionaIly.Md chapter 152,§25dM stairs aldeifhe:r the nor;�qy of its poIilical subdivisions 42a
ear into any contract for the pmfmm=cd ofpubho wont uahl acceptable evidence of cmmplian.eewith 1he msmTnce•.
reguirem=fs of this chaptrahavelienpreseoh�dto the canfiacimg.aoilhozify_"
AgpI aMIS
Ple�se fill oirt the worb='compensation affidavit cum plet4y,by g the bw=that apply to your sifnO f and,if
ne��y,Supply sob�o s)name(s). eS)and phone Turn akngwiththeir=tidcs(s)of
fiinn-ance Lhni'ted l iabdity ComPames(LLQ or L baitedL.iabi ityP s(LU)wino employees Other than the
members or paatneas,are not requ>ied to cagy worke&coloPeosafion iiJsrz Ce- If an L LC or L.LP does have
employees,apolicyisrct red. Be advisedthatthisafEtdaylfmaybesohmittedfntheDepaifmentoflndus(xial
Accidents for confio on of in=.ance coverage Also be sore to sign and datathe affidavit The affidavit should
ai
bezeixmaed to-die city at town that the application for the Penait or Incense is being rupmstA not the D epartmed of
a&sal Acci dents. gwrMyon have any questions regatdmg the law or ifyou area.to obtain a wnzio='
compensation policy,please caa tb e Departmemt at the nnmbea list below- Self-fimued companies should enter$heir
self-msuraace license n=ber on the appropriate.hnf:
City or Town Officials
Please be sore that the affidavit is complete and pried IegiibIy. The Department has provided a space at the botb3m
of the affidavit for you to ER out in tine event the Office of invesdgatirms has to comiact you regarding ffie agpIicant
Please,be sore to fill in the peniiiWicense mnaber which wM be used as a ref=mce mixmbm In addition.sn applicant
at must submit mul�le pemiyHcense appI>t�ians in any given year,Mel only submit one affidav3 indi eating CmTeDt
th
policy in�rmation(if necessary)and order">ob e,A-d s the applicant shordd write: all locations in (eny or
;.own)."A copy of the-afftdavitthathas bey officially stye d or marked bythe c 'or t'°v'm may be provided to the
applicant as proof that a valid affidavit is on file far futrrre'peunity or licenses Anew affidavit must be fMed out each
year.Where a home owner or citizen is obtaining a license or pa�it not rrlatrrT. azi- business or commeanial vet
a dog license or pe mdt to bum Ie:aves eta.)said person is NOT retpm-ed to complete this affidavit
The Office of Ind would like to.fi>ank you in advance for your cooperafton and should you have any q�hons,
please do not hesitate to give us a call
the I3epartme�i's address,telephone and fax number: +
i -Th.L- W-- ti-hE of MassachnseM
Depaxfment of hid AoDide to
(�Zce of IzKstkafio=
• �4�ashn Sire
laastma,MA Oil IF
Te,-1.4 G17- -4 cat 406 ar 1477 M A S&
Fay#617-`2'-7M
revise 4-24 07 w w ma g[die.
Town of Barnstable
Building Department Services
Brian Florence,CBO
Building Commissioner
200 Main Street, Hyannis,MA 02601
BAWGMANA
KAM www.town.barnstable.maus
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
DATE:
Please Print
�O lL
JOB IACATIOg 13
n str/e�et village
"HOMEOWNER": rya Ja4,1-e1
name home phone# work phone#
CURRENT MAILING ADDRESS6A
city/town 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 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
109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,
bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection
procedures and regnireme d that he/she will comply with said procedures and requirements.
Signature of Homeo er -
Approval of Building Official G EWC 13 2017
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. d JVV,�U
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
this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in
your community.
Q-.\wPFa EWORMS\building permit fonns\EXPRESS.doc
08/16/17
�t►+E, Town of Barnstable
Building Department Services
'"� Brian Florence,CBO
639. 6 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 Using A Builder
as Owner of the subject property
hereby authorize to act on my behalf
in all matters relative to work authorized by this building permit application for:
(Address of Job)
**Pool fences and alarms are the responsibility of the applicant Pools
are not to be filled or utilized before fence is installed and all final
inspections are performed and accepted.
'Signature of Owner Signature of Applicant
Print Name Print Name
Date
Q:FORM&OWNERPERMISSIONPOOIS
Rev:09/16/17
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AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
SOARES RESIDENCE ADDITION 10 SPRUCE ST W BARNSTABLE Q Check
Compliance
1 A SCOPE
WindSpeed(3-sec.gust)...................................................................................................................110 mph Q
WindExposure Category................................................................................................................................ B Q
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories <_2 stories Q
Roof Pitch ..........................................................................(Fig 2) 10512:12
MeanRoof Height .....................................................................(Fig 2) ..................................................14 ft <_33' Q
BuildingWidth,W ..............................................................(Fig 3)................................................. 11 ft <_80' Q
BuildingLength, L ..............................................................(Fig 3)..................................................14 ft 5 80' Q
Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................1.25 53:1 Q
Nominal Height of Tallest Openingz...........................................(Fig 4).................................................6'-8"5 6'8" Q
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2)................................................................ Q
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete.............................................................................................................................. N/A
ConcreteMasonry.................................................................................................................................... N/A
2.2 ANCHORAGE TO FOUNDATION1,3
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general ................................. ........(Table 4)....................................................... in. N/A
Bolt Spacing from endfjoint of plate ............................(Fig 5)........................................12 in.<_6"—12" N/A
Bolt Embedment—concrete........................................(Fig 5).................................................... in.>_7" N/A
Bolt Embedment—masonry........................................(Fig 5)........................................._7_in.z 15" N/A
Plate Washer...............................................................(Fig 5)..............................................>_3"x 3"x'/" N/A
3.1 FLOORS
Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q
Maximum Floor Opening Dimension...................................(Fig 6)..................................................._ft:5 12' N/A
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft 5 d N/A
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d N/A
FloorBracing at Endwalls...................................................(Fig 9) ................................................................... Q
Floor Sheathing Type ........................................................(per 780 CMR Chapter
55) Q
Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q
Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q
4.1 WALLS
Wall Height
Loadbearing walls........................................................(Fig 10 and Table 5).........................8'-0"ft <_10' Q
Non-Loadbearing walls................................................(Fig 10 and Table 5)..:..........................16 ft <_20' Q
Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 16"o.c. Q
Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft _<d N/A
3l.J1LU1NG E-PT.
DEC 13 2017
1 i11
i
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
4.2 EXTERIOR WALLS'
Wood Studs
Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q
Non-Loadbearing walls................................................(Table 5)........................................2x6-16 ft 0 in. Q
Gable End Wall Bracing'
FullHeight Endwall Studs............................................(Fig 10).................................................................. Q
WSP Attic Floor Length................................................(Fig 11).............................................. ft zW/3 N/A
Gypsum Ceiling Length(if WSP not used)..................(Fig 11)................................................6 ft>_0.9W Q
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. N/A
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q
Double Top Plate
Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q
Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q
Loadbearing Wall Connections
Lateral(no. of 16d common nails)...............................(Tables 7)..............................................................
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
HeaderSpans ........................................................(Table 9)...........................................3 ft 0 in.<_ 11' Q
Sill Plate Spans ........................................................(Table 9)...........................................3 ft 0 in.<_ 11' Q
Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
HeaderSpans.............................................................(Table 9)..........................................8 ft 0 in.<_12' Q
Sill Plate Spans............................................................(Table 9).................................. ft_in.s 12" N/A
Full Height Studs(no. of studs) ...................................(Table 9)..............................................................3 Q
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 .........................................................................6'-8"s 6'8" Q
SheathingType.............................................(note 4)..........................................................WSP Q
Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q
Field Nail Spacing.........................................(Table 10).....................................................12 in. Q
Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q
Percent Full-Height Sheathing.......................(Table 10).......................................................26% Q
5%Additional Sheathing for Wall with Opening>6'8"(.................................................
Maximum Building Dimension, L
Nominal Height of Tallest Openingz.....................................................................6'-8"5 6'8" Q
SheathingType.............................................(note 4)..........................................................WSP Q
Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q
Field Nail Spacing.........................................(Table 11).....................................................12 in. Q
Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q
Percent Full-Height Sheathing.......................(fable 11).......................................................17% Q
5%Additional Sheathing for Wall with Opening>6'8" ..................................................
Wall Cladding
Ratedfor Wind Speed?.............................................................................................................................. Q
r
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q
Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q
i Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 12).............................................. U=236 plf Q
Lateral..............:..............................(Table 12)...............................................L=176 plf Q
Shear..............................................(Table 12).................................................S=77 plf Q
Ridge Strap Connections,if collar ties not used per page 21... (Table 13)................................T= plf N/A
Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 14)............................................ U= lb. N/A
Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q
Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16°WSP Q
RoofSheathing Fastening...........................................(Table 2)............................................................8d
i
DARES RESIDENCE MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOT
PPLIES�
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. Corner 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.
4.
a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i i. Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction, panels shall be attached to bottom plates and top member of the double
top plate.
iv. On two story construction, upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
V. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d
staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment
I
i
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(7so cMR 5301.2.1.1)1
i
-WHEN THIS EDGE RESTS ON
FiW1AING LWW NAILS
AT6'oJc.
11 11
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PANEL � �
See Detail on Next Page
Vertical and Horizontal Nailing
for Panel Attachment
I
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance (7so CMx 5301.2.1.1)1
a
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V,FAMING MEMBERS '
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STAGGEREfl 3'MTN
MAIL PATTERN PANEL
PANP EDGE DOUBLE NAIL MG E SPAMG DUAL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
6
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• �57 �
9
APN 21 G-022
N/F
MARY ELLEN ALDRIDGE O'REILLY
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