HomeMy WebLinkAbout0027 NYES POINT WAY ti
r
Town of Barnstable
Building
Post-This Card So That it is Visible Frornahe Street-Approved Plans Must be Retained on=Job and this Card Must be Kept i
Posted Until Firial Inspection Has Been MSAMSrABLM
ade. . Permit
�bss>r .� m
Where a Certificate of Occupancy is Requiired,such Building shall Not be.Occupied^until a Final Inspection has been made.
Permit No. B-19-1510 Applicant Name: Michael Dodge Approvals
Date Issued: 05/03/2019 Current Use: Structure
Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 11/03/2019 Foundation:
Location: 27 NYES POINT WAY,CENTERVILLE Map/Loth 233-020 Zoning District: RD-1 Sheathing:
Owner on Record: SCULT, LAWRENCE N.& ELLEN B Contractor Name:` MICHAEL DODGE Framing: 1
Address: 18 CAULFIELD ROAD i = Contractor License: ,181308 2
WAYLAND, MA 01778 "�, Est. Project Cost: $ 18,000.00 Chimney:
Description: Strip and replace roof(16 sq). Strip and replace sidewall`on rear Permit Fee: $91.80
dormers(3sq). Replace 2 skylights sunroom. Replace 2'exterior Insulation:
doors sunroom. Fee Paid;: $91.80
"Date:- 5/3/2019 Final:
Project Review Req: o-
Plumbing/Gas
Rough Plumbing:
1A1
- ,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.
All work authorized by this permit shall conform to the approved application and the,approved construction documents for-which1his permit has been granted. Rough Gas:All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. G
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 Final Gas:
work until the completion of the same.
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this-,permit.
Minimum of Five Call Inspections Required for All Construction Work , Service:
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"Os set forth in MGL c.142A).
z 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 `
Ma 2d P���@�aTl�.�1.� %
P, Parcel Application # S
Health Division Date Issued r,
Conservation Division Application % ✓V ,
Planning Dept. ermit Fee IJ •O
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/ Hyannis
Project Street Address (�� �C1 ► ti
Village cl2
Owner c3yc_.`T`C, g=Q-V.g(7,0— Address
Telephone
Permit Request A t,®
Square feet: 1 st floor: existingroposed 161��2nd floor: existing proposecLe_-?�Total new
Zoning District Flood Plain Groundwater Overlay
Gci o
Project Valuation Construction Type
Lot Size ACgin Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family3. Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes UkNo On Old King's Highway: ❑Yes ik No
Basement Type: 1H Crawl ❑ Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing l new l Half: existing new
Number of Bedrooms: existing O new
Total Room Count (not including baths): existing _ G new First Floor Room Count
Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric &_0therAj`9J.,Q,
Central Air: ❑Yes ❑ No Fireplaces: Existing New Q Existing wood/coal stove: ❑Yes 0No
Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name Telephone Number 2-0
Address License # C' ( G 3 2 &
Home Improvement Contractor# I Sl 3 0$'
Email VtA-,eJ �(ayAga ` (V1,*t Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
A SkPe
SIGNATURE DATE
i
FOR OFFICIAL USE ONLY
APPLICATION#
"< DATE ISSUED z-
s
MAP/PARCEL NO. ,
f ~
ADDRESS VILLAGE
OWNER
f
t
4
DATE OF INSPECTION:
FOUNDATION
t
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
t GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
Ile Comrnorrivea!'th of?#lfassaclritsetts
Deparhment afIndustrid Acciderds
- Mar Q, ce of:�mw-Ytigaiiens
600 Washington Street
:..:: Balton,4JA 02111 �
wivinniassgovfilin
MTarkers' Ccimpensatian Insurance Affidavit Builders/Contracturs/Fle tricians/Plumbers
Applicant Infarmatian Please Print Le •bI
Name(B...,Q aniTationff.d }
Doila, 0
Address:
CitylSta Z Phase Q g c-t 20 k
Are you an employer?Check the appropriate box: Type of project(required):
1.❑ I am a employer with 4. ❑I am a general contractor and I` 6. ❑New construction
employees(full andfor have hired the sub-contractors
part-time).*
listed 'I. Remodeling
an the attached sheet
�. I am a sole proprietor or partner- 0 g
s and have no employees. These sub-contractors have 8., Demolition
�P , .
worling, for me in any capacity_ employees and have was leers'
INo v;odcers'camp.insurance comp-ineUMM, g- ❑Building addition.
required-] 5. ❑ We are a corporation and its 10_❑Electrical repairs,cc additions
3.❑ I am a bomeommer doing all work officers have exercised their 11.❑Plumbingrepairs or additions
myself[No workers'camp- i right of exemption per MGL 12.❑Roof repairs
C.152 .
insurance required-]F ' ! 4§ { h andwe have no
employees-[No workers' 13.❑Other
comp_insurance required.]
't8ayappPi=&atched box#lumstalso MI out the section beLowshuningdu&waekerecompensatianpolicyin5rmatien_
#Mmemnen who submit dhis affidavit=&zxtm_q they are doing all wank and then him autae contra,tats nmst submit a new affidavit indicating saciL
FCautz4aM tbaR ehe,l[this boat mast attached an additional sheet showing the same of the sub-tomsuo-a and stale whether ar not those entities have
empiayees.If the sub contzctotshave employees,thegmnstgmmvide their workers'wmp.policy number.
I ant art entpZopr tltatis prov iding it,orkers'coitgmnsagaii iasrirance for arty*entplol,ees 3e1oev is 11te pa8cy and job site
infonmatiots
Insurance�Campmy Nam:
Palit y or Self--ins.Lic.-*P- F-kpirat on Date:
Job Site Address: ' Citv/State/Zip:
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required.under Section 25A of MGL c 152 can lead to the imposition of criminal penalties of a
fine up to$1,500:00 and'or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER-and a Ene
of up to$250.00 a day against the violator. Be adidsed that a copy of this statement may be fkwarded to the Office of
lumstigatiom of the DIA for insurance coverage verification.
I do hereby ccerttfy under the prwandlaWes ofperjury that lite information prin ided ab m is fte,and correct
sitmature: Date: 2-0 Ls—
Phone
+Dfj'icial use only. Do not write in this area,to be camplreted by city ortown o frciat
City or Torn: PermitUcense if
" Issuing Authority(circle one):
1.Board of HeAth 2.Budding Department 3.City/rown Clerk d.Electrical Inspector S.Plumbing Inspector
6.Other
Contact Person: 4Phone#-
f
Information and lastructions
Massachus .Genes-aI Laws chapter I52 req�es aII eempIayers'in prffvide workers'compensation far their employees.
p � Jq,an errpLuyP is defined as-"..every person in the service of another under ,eo��ract of Iu1 e,
express or mzph oral or writb�"
An�Iay�is de ed as`pan individnA partnership,association,corporation or other I entity,or any two or more
of the foregoing m a joint enterprise,and including the legal represenbfives of ieceased employer,or the
receiver or trustee of iadividaaI,pzctaecship,association or other legal entity,emplo ' employees. However the
owner of a dwelling ho e having not more than three apartments and who resides tb ern,or the occupant of the -
dwPT�house of an6:aPpurtm-ant
o employs persons to do maintenance,construction or pair work on such dwelling house
or on the grounds or thereto shall not because of such empla eat be deemed to be an employer."
e
MGL chapter 152,§25C(�als sues that'every state or local Iiceusmg ag n shaR wi-Fhhold the issuance or
renewal of a license or permit operate a business or to construct buldin k the cornmonwealth for any
applicant who has not produced kZ
ble evidence of compliance with insurance.coverage required."
AdditionaRy.MCrL chapter 152, §2ates¢Neither the comm9awmIth r Ly ofits political subdivisions shall
enter min any contract for the peofpublic work until arxeptable "Zence of compliance with the inc�,r�„ce.requirements of this chapter have beented to the confractmg aafhozy."
Applicants /
Please fill out the woikers'compensation affida ' completely,by ch &e boxes that apply to your situation and,if
necessary,supply sub-contractor(s)name(s), (es)and phone umbers)along with their certificates)of
innuance. Liraitnd Liability Companies(LLC)or L Liab . "Partnerships(LLP)with no employees other than the
members or partners,are not rimed to cant'work ' compew "on insurance. If an LLC or LIT does have
employees,a policy is required. Be advised that ibis vrt maybe submit%d to the Department of Industrial
Accidents for confirmatioa ofinsr=4*-coverage. Also esu e to sign and date the affidavit The affidavit should
be rstimed to 1he city or tDn that the application for the p or license is being requested,not the Department of
w
r ,gftuzj Accidents. Should you have any questions the Iaw or if you.are ruju±-ed to obtain a workers'
compensation policy,please call the Department at the n er below. Self-msn-ed companies should enter their
self-insurance license number on the appropriate lime.
City or Town Officials
t
Please be sure that the affidavit is complete and p " legibly. The epartment has provided a space at the;bottom
of the affidavit for you to fill out in the event the ce of Iuvestigati has to contact you regarding the applicant
Please be sure to fill ill the permit/Iicense raunber 'ch wM be used as reference number. In addition,as applicant
that must submit multiple permit/license appli' ons in any given year,n only submit one affidavit indicating a went
p olicy iD1rol=nation(if necessary)and under"Ig Site Address"the appli should write"all locations n (cry or
A copy of the affidavit that has been tic-ally stamped or marked the city or town may be provided to the
applicant as proof that a valid affidavit is on tie for fatare pennies or licenses new affidavit must be,filled out each
year.Where a home owner or citizen is obtaining a license or permit not related_ any business or commercial venture
(Le. a dog license or permit tD burn leaves/etr.)said person is NOT requa to co lete Ibis affidavit
ors would like to(hank you in advance for our co eraticr d should you have any questions,
The Office ofInvestigaii ,` y Y °p
please do not hesitate to give us a cal l
The Department's address,telephone and fax number.
C:G.MMaawealtle of Missachuset b; y' `
Dtpa d meat of I'ndU&tdal Agents
=Ce of ltve&tiot io-
604 Was tan t
BastGu=MA 02111
Tf,-1. 617 -4900 Qxt 4-€6 or 14771v4'A S�A�
Fax 9 617-727'74-9
Kevised 424-07 ,-gG�fdia
Town of Barnstable
Regulatory Services
Xnss. $, Richard V.Scab.,Director
#A Building Division
Tom Perry,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,
4 C.t...-)/h2.hec� Sc 01—t- ,as Owner of the subject property
hereby authorize pu t,,c g qC t &d0(*F to act on my behalf,
in all matters relative to work authorized by this binding permit application for:
(Address of Job)
"Pool fences and alarms are the res onsib� of the a PP licant: Pools
P
are not to be filled or utilized before fence is installed and all,final
inspections are performed and accepted. :.
Signature of r Signature of Applicant
Print Name Print Name
_.Date -
Q:r0RMS:.0VnH PERMISSI0NT00LS
Town of Barnstable
Regulatory Services
of rofyy Richard V.Scali,Director
t
Building Division
RJAMINS a,",: F Tom Perry,Building Commissioner
asA SS
1639- 16 200 Main Street; Hyannis,MA 02601
www town.barnstable.ma_us
Office: 508-862-403 8 Fax: 508-790-6230
HOMEOWNER LICENSE E EEIV TON
Please Print
DATE:
JOB LOCATION , °�'
number Street .,
r
namz home phone# e work phone#
CURRENT MAlI.ING ADDRESS_
cityAown up code
The current exemption for"hom wners"was extended to include owner-occumed dwellings of six units or less and to allow
homeowners to engage an indivi 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 a which he/she resides or intendsho reside,son,whicIi there is;ords,,intended to be,a one or two-
family dwelling,attached or detached tructores accessory to such useland/or farm structures. A person who constructs more than one
home in a two-year period shall not be onsidered a homeowner... Sugh'homeownee.'shall submit to the Building Official on a form
acceptable to the Building Official,that she shall be Monsfble for all`sacli w6ik•'erformed under the building ermit. (Section
109.1.1)
The undersigned .`homeowner"assumes respo ibility for comp ce with the State Building Code and other applicable codes,
bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she derstandsT 'e Town of Bamstab16 Building Department minimum inspection
procedures and requirements and that he/she will comp with d procedures and requirements.
Signat ue of Homeowner
Approval of Budding0$cial
Note: Three-family dwellings containing 35,000 is feet larger will be required to comply with the State Building Code
Section 127.0 Construction Control
'` HO OWNER'S TION
The Code states that: "Any homeowner performing work for hich a building permit is required shall be exempt
from the provisions of this section(Section 109.11- "ceasing of constru lion Supervisors);provided that if the homeowner
engages a person(s)for hire to do such work,that such Homeowner shall arc 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 4Constnrction Supervisors;'$ettjon 2'15)-This:lack of awareness often
results in serious problems,particularly when the/ 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. i `.,
To ensure that the homeowner is My 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. bin 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.
t
Q.\Wp ORMS\bmldiug permit fomis\=RESS.doc
Revised 061313
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a? I ��e�paayunaarieuealC�a�C�/f�a��caclic�eC�a. _ —`
xa Office of Consumer Affairs&c Business Regulation License or registration valid for individul use only
a uj p I before the expiration date. If found return to:
OME IMPROVEMENT CONTRACTOR
egistration: AW08 Type: g
Office Consumer Affairs and Business Regulation
- ice of
n .3/18/2017 Individual 10 Park Plaza-Suite 5170
Expi ratio
Boston,MA 02116
r c c I MICHAEL DODGE
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G M-. ' ° MICHAEL DODGE ,
a cn 0
Q N Wo \= o 297 POND ST
rn U A��. �� .N OSTERVILLE, MA 02655
Undersecretary Not valid witho t signature
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HEATLOKO' l
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Company ,Name A�, /1 — � � � r Phone Number .
Applicator Ndme Installation Date
Jobsite Address A•5ide Lot #'s
Permit Number B-Side Lot Ws
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,n .�.:Thickn.qss *Total R7Value-' : Approximate Sq. Ft:
Walls 3'i 7—Z, Z-O Zo
Attic (,• �. J0 /75
7hickncss Coverage Rate
www.®emilec.cornGODEMILEC
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From 5082587068 Tue 28 Apr 2015 .12:51:36 PM EDT Page 2 of 3
HEATLOK7'W
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SPRAY PUYURMA111l FOAM +
SOY=200 Dismi m
IBM!
Heatlak Soy°200 Plus Is a two component,closed cell,sprayapplied,rigid polyurethane foam system.This product uses recycled plastic materials,rapidly
renewable soy oils,and the blowing agent has zero ozone depleting potential.Heatlok Soy Zoo Plus complies with the intent of the International Code
council's residential and commercial building codes and is commonly used as a thermal insulation,air barrier,vapor retarder and water resistive barrier in
above grade,below grade,interior and exterior applications.
------------
ASTM D 1622 D
ensity 2,1 Ib/ft' 33.6 kg/ma
ASTM C 518 mal Resistance(Raralue 1 Inch) 7A f$h°F/BTU 1.3 Kma/W
10,TAble 1 for additional R-value Information
ASTM E 283 Air leakage @ 75 Pa @ 2" <0.02 L/srrt=
ASTM E 2179 Air Permeanco @ 75 Pa @ r <0.02 L/srrt=
ASTM E 96 Water Vapor Permeance 01.20 <2 perm <57.2 ng/Paas•rn'
Qualifies as a Class II vapor barrier per IRC Section 202
ASTM D 1621 Compressive Strength 28,7 psi 198 kPa
ASTM D 1623 Tensile Strength 46.2 psi 319 kPa
ASTM D 2126 Dimensional Stability @ 159°F(71l 97%R.H. (96 volume change)
it hrs,sample without any substrate)1/1N/T -1.37/-0.42/;0,27
CASpec01350 VOC Emissions Standard Compliant
ASTM C 1338 Fungi Resistance No fungal growth
ASTM D 2856 Closed Cell Content `90%
ASTM E 84 Surface Burning Characteristics,4"thick 7207 .
Flame Spread Index Smoke Developed
NFPA 286 Ignition Barrier—Compliant with 2006,2009&2012 IBC and IRC,and KIM AC-377 Appendix X for Pass
use in attics and crawl spaces without a prescriptive Ignition barrier,thermal barrier or Intumescent
coating.
NFPA 286 Thermal Barrier—Compliant with the 2006,2009&2012 IBC and IRC,as an Interior fi lsh without a 15 Pass
minute thermal barrier with BLAZELOII TBX at 11 mils dry flim thickness.
ASTM D 1929 Ignition Properties(spontaneous Ignition temperature) 932-F(5o0°C)
• e d e g e e tt �
PolyoIs Containing Recycled and Renewable Content '-�40%
Renewable Content 13.596
Pre-Consumer Recycled Content In Progress
Post-Consumer Recycled Content In Progress
Total Recycled Content In Progress
Cream Time Gel Time Tack Free Time End of Rise
0—1 seconds 7�=2 4 seconds 3—5 seconds 4—6 Seconds
3315 E.Divlslon Street•ArenRson,TX 76011 Heal Say 200 Plus Tedinlcal Dato Sher
l /Z # 6096999909: S99LL5b8091 :01 :Ujoad.WdOZ:Z 9� -90_11
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 933. "'. Parcel a o i Permit#
Health Division a--17Y " Date Issued
Conservation Division LZZ 03 Application Fee
Tax Collector Permit Fee o •
SEPTIC SYSTEM ICIEST BE
Treasurer INSTALLED IN COMPLIANCE
Planning Dept: VVITh TITLE 6
ENVIRONMENTAL CODE AND
Date Definitive Plan Approved by Planning Board TOVVN REGULATIONS
Historic-OKH Preservation/Hyannis' .PeCt 1AA,d0✓'.- t'04-�k
Project Street Address 21 �Ves Not way Cu+ery f le YAA- 0903,
Village
Owner '. anc lD io&ann &r del PO Address 56 BLi+T(L°d l St. { C-Ir ok N,4
Telephone 0� 375- I �6) 5- 7 0$ V11� Vdt� OZ.17(
m ex o �k-
Permit Request ex
0 '
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new
Zoning District Flood Plain 06*A,3WY\- Groundwater Overlay
Project Valuation 6 600 Construction Type
Lot Size ® 2�j acre Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units)
Age of Existing Structure (Do+ Yam Historic House: ❑Yes rGAO On Old King's Highway: ❑Yes AO
Basement Type: ❑Full (24,(`rawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) WA Basement Unfinished Area(sq.ft) N/A _
Number of Baths: Full: existing new n IGL. Half:existing n 1 a- new n J0.
Number of Bedrooms: existing 4- new
Total Room Count(not including baths): existing r7 new First Floor Room Count -5
Heat Type and Fuel: O'Gas Cl Oil ❑ Electric ❑Other
Central Air: ❑Yes Flo Fireplaces: Existing New ° Existing wood/coal stove: ❑Yes 04, o
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing ❑new size Shed:Vexisting ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes &4 If yes,site plan review# '
Current Use Proposed Use
i
- - BUILDER INFORMATION 77j_
Name &()46< NGII'vnri Ooodelirn Telephone Number 0-91 I 04053' 4?0?
Address So 13Ut`nP License#
Mekar w, Oa Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO BaY-m-a-tole La od 6 J ►
SIGNATURE DATE __ 41ga(03
FOR OFFICIAL USE ONLY
r -
'v
a
PERMIT NO.
DATE ISSUED
a L
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER f
DATE OF INSPECTION:
FOUNDATION
FRAME
1,
INSULATION ;
FIREPLACE
ELECTRICAL: ROUGH FINAL 1
PLUMBING: ROUGH FINAL
a..GAS: ROUGHt FINAL
FINAL BUILDING
DATE CLOSED OUT r +
ASSOCIATION PLAN NO. a 1-
J
i
i
The Commonwealth of Massachusetts
Department of Industrial Accidents
office offnyesli9ations
600 Washington Street
Boston,Mass. 02111
Workers' Compensation.Insurance Affidavit
name-.
location:
ci 1 l r C� D�lff hone# '26 �71;-^ 3 1 1
I am a homeowner performing all work myself.
[] I am a sole proprietor and have no one working in any capacity
I am an employer providing workers' compensation for my employees working on this job
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[] I am a sole proprietor,general contractor, homeowner circle one) and have hired the contractors listed below who
have
the following workers' compensation polices
w a.."+^j R.+'",'S} -r�rf7,Rerri..:,,Sr''3lrr:F { xT'"a'y�'.;;T u x1 �[.: t +.Y�"'"ras,�`x,�5n���_�:3 4�vt'r r �7'ri* cy c,:-�.,.��Myr• ss"�€�.�� v��.4>T
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4Ciy.EY *t' rr b s? �4'�, j- t r '1 ..�'S r hone# i [< i ' ,s �4*"ti•�,t^.t+yv,la E�cY:'� i`'f6 �*}
..+ ., L -.a..:'viS.s xt7_S�x srt,r.74. 1 r x i t L-.H.. t t 7 1 -i t k s.�l'rd° + „. !1�" qk•n}. f t ..
s ,N-'a a :iysx ,� '�.4?yr5—ca�`'r."�F st: per < a sr � ti t fd F,�is;.�i.r.t dit 3 Jed, '� ,,,5 ;' ♦t x �, . ��w,�., 1 '}t'� s�?.S v".4r yi:', is
-r
Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or
one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a
copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification.
I do hereby certi under the pain nd penalties of perjury that the information provided above is true and correct.
Signature Date
Point name �)W �'1 l t✓r- ��t b Phone#
Is
official use only do not write in this area to be completed by city or town official
city or town: permit/license# F—Building Department
❑Licensing Board
❑check if immediate response is required ❑Selectmen's Office
[]Health Department
contact person: phone#; rl0ther
(revised 9195 PJA)
i
Information and InStruc ions
Massachusetts General Laws"chapter 152 section 25 requires all emplo ers to provide workers' compensation for their
employees. As quoted from the"law", an employee is defined as eve 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, co oration or other legal entity, or any two or more of
the foregoing engaged in a joint ent`prise, and including the legal r presentatives of a deceased employer, or the
receiver or trustee of an individual, partnership, association or othe legal entity, employing employees. However the
owner of a dwelling house having not ore than three apartments d who resides therein, or the occupant of the
dwelling house of another who employ persons to do maintenanc ,construction or repair work on such dwelling house
or on the grounds or building appurtenan thereto shall not becaus of such employment be deemed to be an employer.
MGL chapter 152 section 25 also states tha very state or loca licensing agency shall withhold the issuance or
renewal of a license or permit to operate a usiness or to co struct buildings in the commonwealth for any
applicant who has not produced acceptable idence of co pliance with the insurance coverage required.
Additionally,neither the commonwealth nor any f its politic 1 subdivisions shall enter into any contract for the
performance of public work until acceptable evide ce of co pliance with the insurance requirements of this chapter have
been presented to the contracting authority.
Applicants
Please fill in the workers' compensation affidavit co lete by checking the box that applies to your situation and
supplying company names, address and phone numbe s along ith a certificate of insurance as all affidavits may be
submitted to the Department of Industrial Accidents or confirm tion of insurance coverage. Also be sure to sign and
date the affidavit. The affidavit should be returne to the city or own that the application for the permit or license is
being requested, not the Department of Industrial ccidents. Shoul ou*have any questions regarding the"law"or if
you are required to obtain a workers' compensatio policy, please cal a Department at the number listed below.
City or Towns
Please be sure that the affidavit is complete a d printed legibly. The Departm �}t has provided a space at the bottom of
the affidavit for you to fill out.in the event th Office of Investigations has to contact you regarding the applicant. Please
be sure to fill in the permit/license number hich will be used as a reference number:,,The affidavits may be returned to
the Depa
rtment by mail or FAX unless oth r arrangements have been made.
The Office of Investigations would like thank you in advance for you cooperation and should you have any questions,
Please do not hesitate to give us a call.
The Department's address,telephoneland fax number:
lThe Commonwealth Of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston,Ma. 02111
fax#: (617) 727-7749
phone#: (617) 727-4900 ext. 406
IME, Mo Town of Barnstable
Regulatory Services
H^ 'MASS. Thomas F.Geller,Director
9`bpTED;AAA � Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508462-4038 Fax: 508-790-6230
Permit no,
Date O 3
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied
building containing at least one but not more than four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions along with other
requirements. a
600
Type.of Work:Relau -eX'I SfiVi ei, Estimated Cost
Address of Work: P� NY)t- Welt/ Ce,V�,r-PnnlV C', Ma Oa(p 3 a
Aunn Va Owner's Name: D) YA, Sy o* lJo 1�(,1'�'i m
Date of Application: L4 I D4 10 3
I hereby certify that:
Registration is not required for the following reason(s):
]Work excluded by law
❑Job Under$1,000
[]B�uilding not owner-occupied
er pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner:
Date - Contractor Name Registration No.
D a
O
ylaal a3 lDJ�aeW PI- Co r-d e i(-0
Date Owner's Name
f
The Town of Barnstable
Regulatory Services
Thomas F. Geiler, Director
Building Division
Tom Perry, Building Commissioner
200 Main Street,Hyannis MA 02601
Office: 508-862-4038 Fax: 508-790-6230.
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE:
JOB LOCATION: t9 / I 4er &n WG( V V I
number streef village
"HOMEOWNER!': NaWt,M'1 00rJE WO (-M) AS-L4j o$ 479" '79 '-a 3a3
name home phone# work-phone#
CURRENT MAnWG ADDRESS: &rre ( ) S�
mel row 0ai`7
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 requirements and that he/she will comply with said
procedup and require ts.
Signat,r, omeowner
Approval of Building Official
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/certifrcation for use in your community.
4' The Town of Barnstable
I ,..,,T,u
y rua Inspection Department
� .
eon 16)Q.
367 Main Street, Hyannis, MA 02601
508-790-6227
Joseph D. DaLuz
Building Commissioner
December 21, 1993 =
Mr. Victor J. Mulaire
1818 Redding Road
Fairfield, CT 06430
RE: A=233 ,°020 I-r7
_.�.
d, Centerville
Dear Mr. Mulaire:
Please contact this office at your very earliest convenience
re the construction of a shed on property owned by yoq ,, .
located at Nyes Neck Road, -Centerville.
The shed is of a size that requires a building permit.
Very .truly yours,
Richard R. Bearse
Building Inspector
RRB/gr
cc: Conservation Commission
Health Department
�y
WWI
L_C)C 0000 . NYES LSD CTY 10 _DS 300 C li KEY 144071
.,...._..MAILING ADDRESS------- PCsA- 1rzi •! PCs tari._ YR tj0... PARENT t^
MULAIRE, VICTOR u MAP AREA 52WC J V 293033 !`'(
1818 rEDDING RD SPI c. P SP.I;
FAIRFIELD CT 06430 AYB '1959 EYB 1970 OE4`.'.' _ CC1NST .0000L^APdL< 6^•8i at_a I t-Al%' •'-9 at r OTHER 2800
1
--._. ._..-LEGAL DESCRIPTION-.........- TRUE MKT 1315 it_a .. REA .. CLASSIFIED
+LAND 1 64, 000 ASO LND 64000 ASO IMP 69900 ASI.? OTT . , 2800
*BLDG(S) •-CAFiW 1 - 1 69, 900
9, 900 DESCRIPTION - TAX .YR CURRENT- I': XL'MPT- .: e-A,v,.i-`fE''t_.E
#OTE•i!ER FEATURE 1 2, 800 TAX E'.XEWi"iF'T
#...4^ {'v Y ES NECK: _ t%_ vT L 137500 x :i. 00 137500
;•ERR 1100 OPEN :SPACE M :. ...
COMMERCIAL
I PdDUS'• R I Al._
EXEMPTIONS
SALE i at_i/0 a PRICE ORB ^23/'254 AFD
LAST AC ! IYI i Y 1. 1,'21/91 PC R Y.
310 CMR 10.99 - -q�
Form 9
DEOE File NO..
= PvOF THE T��` (T�,oecl
Commonwealth 0�
City Town
of Massachusetts 9ARYSTdBLE,
Applicant
t 6 3 9.
s
Enforcement Order
Massachusetts Wetlands Protection Act, G.C. c. 1`31, §40'
TOWN OF BARNSTABLP ORDINANCES, ARTICLE XXVII
From Barnstable Conservation Commission
Issuing Authority'
. a _
To Victor J. 'Mulaire, 1818 Redding Rd.. , Fairfield, CT 06430
Date of Issuance November '29,. 1993
Property lot! = r
parcel number;address'_ Map: #233./#20 Nye's Point Rd, , Centerville
Extent and t r a,
ype of activity: ,
Filling in of drainage ditch with- gravel.
Shed constructions w
The Barnstable Conservation_CC,nhission
has determined that the activity described
above is in violation of the Wetlands Protect on Act. G.L. c. 131 , §40. and the Regulations promulgated ours
suant thereto 310 CMR10,00, because11
X Said activity has been.,is being conducted without a 'vatid Order of Conditions. r^ '
_.. Said activity has been is being conducted ih Violation of an Order of Conditions Issued to _ a
_ dated Y
File number . Condition.number(s) y
Other(specify) r
y
Said activity,constitutes the-'alteration of a
zone. - resource ^garea and>=_its,.buffer
The Barnstable' c ;.:. : ,
ons`rvat�on• Com=mi ss;on .hereby orders the following.,
:X The oroperty owner, his agents, permlttees and all others shall Immediately cease anddesist from�furiher.
activity affecting the wetland por0on,of.lhls property
. .� ... °. . Fes.. • ..°i. :..s.' i '• ', a e
- { Wetland,alterat ons resulting from said activity'shall be corrected and the site returned to its original con.
dition.
Effective 11/10/89 9.1
' The Town of Barnstable
.���E TQ` v •
' ! Health Department
i )13I7TAIL
e" 367 Main Street, Hyannis, MA 02601
NIX
Office 508-790-6265 Thomas A. McKean
FAX 508-775-3344 4 Director of Public Health
TOWN OF BARNSTABLE
INTER-OFFICE MEMORANDUM •'
s
January 5, 1994
TO: Kendall Ayers, Conservation Agent
FROM: Thomas A. McKe�arf" �tJ "
` Director of Public Health
RE: 1 ,Nyes Neck .Road
Victor Mulaire
A=233-020
On January 3, 1994•, Health, Inspector Jerome riDunning
inspected the above referenced property. The applicant `
should be . ordered to, apply for a building. permit. At that
time, we.will order the applicant to submit engineered plans
of a septic system and an approved water supply source. ,
cc: Jerome Dunning
rt,
. ... 1. t .. L •Q ! 1
r
• C� Xl •
The Town of Barnstable
• •619 Inspection Department
stab- 367 Main Street,Hyannis, MA 02001
508-790-6227
Joseph D. DaLuz
Building Commissioner
December 21, 1993
Mr. Victor J. Mulaire,
1818 Redding Road
Fairfield, CT 06430
IV�1�S `P&���
RE. A=233 020
Centerville
Dear Mr. Mulaire:
Please contact this office at your very earliest convenience
re the construction of a shed on property owned by you
located at Nyes Neck Road, Centerville.
1
The shed is of a size that requires a building permit.
Very truly yours,
Richard R. Bearse
Building Inspector
RRBIgr
cc: Conservation Commission
Health Department
jZ/2
i� A=233-020
Victor J. Mulaire Jr.
ML
'01
z,.0 _ 2
,tea �. . .�� �- ✓ 4 . . �r
C4 .
� Pam,/ C .
"TY310 TCSI 300 C-1.0
�4E(>'** F-ZC(.40 C Ll 1,.E Y I 14 497 1.
F'l_ F"Cl"E., Y R I F'ARENT
A R F'A 3 5,. w C li v 21 11)lil m T 6 1 C) 0 0
AI:.''(! D I C:CINST'l
_)64: *
FA 1:R'T E L 1-1 1 :"i' C Y*8.) 7 OBS.".1
C)C)00 i-AND 1 ;(-)0(*)() J.MP OTHER
I R lJ F. in 1--'.1 2:3,55(_)O RE:A C L_ S S I f"I E D
� -"2,oOO AS'D C)TI-i 5 0 0..5 C 0 0 0 Pili:1:1 L 1\1 D 1. A D I PiF,
B L 1)C3 C'.A RID Ei,2 C)() I FT'I ON 1"A x Y R CURRE-ENT E'X F.M P'T TAXABLE
FfHA-FuRE 1 -.11 :-WO T'AX EXlr'.:-D'lP7'
'x*-_':".",'!,D llA 0 C)L 3'.'.i 0 12
it.s 1. ")7/:--_':l .,-.4
Fi: COMME'RC. IAL
I N'Ll li F 1 10 1
ti
E X ONS
J J b4i pir,0..
4 OA
� 6,4
0 //,
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o�
Do pi
'NIL 0 A T A KEY 144971.
R 2 3:-3 o A F" P it A 1 S
MULAIRE, VICTOR J,
LAND BLOWEATURES BUILDINGS NUMBER ZN/FL=RD- 1
150, 000 3, 500 S2, 000 A-COST 235,500
B-MK-f" si , soo
BY oo/ BY /00 C-INCOME
PCA=1011 PCS=00 SIZE= 900 jUST-VAL 235, 50o
LEW500 CONST-C C*j
----COMPARISON TO CONTROL AREA 52WC TREND EXCEEDS STANDARD
NEIGHBORHOOD 52WC CENTERVILU.i
PARCEL CONT90L AREA TREND STANDARD
Wli W LAND-TYPE
150000.1 LAND-mEAN fo,/.
2355003 194893 !MPROVED-MEAN -58% 25%
I FRONT-Fl
D 100 DEPTm/ACRES TABLE 02
100%] LOCATION-ADni OU'PLY-OAL-STAT 3.
LNRILAND LFT/IMPIADJS/SB/FEAT STUSTRUCTURE ARWAREA-MEASUREMENTS NOR3NOTES
COW MARKET lNC31NCOME PMR3PERMITS ORR30RAPHIC
FUNCTION-C 3 STRUCTURE-CARD NO-EO003 DATA-[ 3 X MT'E?l
f�
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l if ri„� ftMdis V
APPROVED BY.
��V��VJI�M S�tM rF CV IWBa�tqu DATE'.: _CZ:�.I.r�' REVISED
DRAWING NUMBER
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APPROVED BY:
V.
DRAWN BY ;AC
DATE:-.F'"!:',�-%F:r!-..�.: REVISED ..
DRAW INGnN UMBER
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- ss.::.-::r�s'�x:7�.-ci-�:G'o��:c_;:_-.—._.�_: .. ta�sa:�-sttr4i..t^r+Ace .�-=a.—c,— _._ ;"�•.
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_ SCAIE:-- _-__�_Q-_.::..-_... ORAy�•hBY"�,'��-"
DRAWING NUMBER
AWG GWpE TO WOOD GONSTRUGTION IN HIGH WIND AREAS 110 MPH WIMP ZONE CHECK 110
MPH �XF ooHF� r� o NPZON� JOINT DESCRIPTION "UMBER OF -
COMMON NUMBER OF NAIL SPACING
MASSACHUSETTS CHECKLIST FOR COMPLIANCE 1160 CMR 5301,2.1.1j COMPLIANCE NAILS BOX NAILS
_ \ \ ROOF FRAMING
1.1 SCOP£ o
WIND SPEED(3-9EG.GU9TJ.._____--------------------------------------------------------______________________________ __110 MPH BLOCKING TO RAFTERS ROE-NAILED) 2-Bd
___________________B_1L TYP,FIELD NAIL SPACING
WIND EXPOSURE CATEGORY.___..,._,•___________________________ __ _____ _ RIM B D TO RAFTER(END NAILED) p_l6yd _
OAR 2-O EACH D
ed CGMMoN•b'O.C. 3 I6d EACH END
1,2 APPLICABILITY WALL FRAMING
NUMBER OF-STORIES(A ROOF WHICH EXCEEDS 9 IN 12 SLOPE SHALL BE CONSIDERED A 5TZY6TORIES(z-STORIES_�L. TYP.VI6 WOOD + 7•,"' (FACE-NAILED)
C z-<M12-I/ 67RUCTURA�PAN � ,'.� _
(FIG 2) _______________��<33�_ _ .
','.
TOP PLATE AT INTERSECTIONS
ROOF PITCH.__•__________________
-_ ... .__________________.,__
__.._. [FIG 21 ___________________ _______ .;'�•.,
M :[
EAN ROOF NBGM____________________________ ,�FTt�, .� `. -* _ .
_. (FIG 3) ,•„_^_______________ 4 �<BO-� ,-
BUILDING WIDTH,W_- -__--- .____-_____,___
---•--- •��, FEA BR HEADER
____.(FIG B)._________. __ s I > ,oo -
TUD TO STUD
BUILDING LENGTH.L______________ <3d�_ B2[TOE NAIL- 4-Bd _
' H _ R(FACE-NAILED) 2-bd
; I6dO.C.ALONG
R MIND Et6d
_---•.(FIG 4) ___.._.____,___.T_ •':,o •• .• O 5
BUILDING ASPECT RATIO({JW)._________________ _�<6 b"�_ - - - EACH END
______•-^-____-_ _ _ TYP•EDGE NAIL SPACING '•i'�i'.p'•:
•• JOIST T ILL,TOp PLATE OR'GIRD -
.i cD)
EDGES
od
NOMINAL HEIGHT OF TALLEST Of'ENING>.-----------:__. (FIG 4).________________.._, I -
' (ad coMMON o 6°`o.C.) TO-Ksi6T ROE-NAILED) }Bd 2 10d i PER JOIST
�•. �� �\ �\ , (FACE-MAILED)F4,CY a
1.3 FRAMING CONNECTIONS _� �° E0) L
BLOCKING,TO SILL OR TOP PLATE ROE kAIL bd -
_______________________ RAFTER COI,PIECTION
_ ) 4 6d EACH BLOCK.
LEDGER STRIP TO BEAM OR GIRDER[FACE- ED') 3 I6d 4-I6d EACH JOIST
GENEF-AL COMPLIANCE WITH FRAn1NG CONNEOtIONb._-• (TABLE 21.------- I J015T ON LEpGER TO BEAM fTOE'NAIL i8d 3-I0d PER JOIST
.-YP H26 TIER �,= � BAND JOIST t0 JOIST(END-NAILED) 3-Ibd 4-I6d PER JOIST
• NON- BAND JOIST TO SILL OR TOP PLATE(TOE•NAILED) 2-Ibd 9.Ibd PER JOIST
2.1 FOUNDATION LOADBEARINO o !`
FOUNDATION WALLS MEETING REQUIREMENTS OF 150 CMR 5404•I - _ '�L STUD HEIGHT
CONCRETE._.__^_________________ ____.__.____,...__.___._._____.______,_______ _ UP(-IFT � '>.:' ROOF 9H£A"THING ,
---- ___a_-- -- . -- MAX.WALL
CON
MASONRY _________________________ ♦ , 01115 KAR NG
L I
-------------•------___- HEGHT TD' STUD HEIGHT WOOD STRUCTURAL PANELS
2.2 ANGNORACsE TO FOUNDATION° 1 t R.4Ft6RS OR TRUSSES SPACED UR.TO the O.C. ad lod
51W ANCHOR BOLTS IMBEDDED OR B/5 PROPRIETARY MECHANICAL ANCHORS AB AN ALTERNATIVE!N CONCRETE ONLY .0 _
BOLT SPACING-GENERAL -__- -------(TABLE 4). __-__-,-••_____________ _________.,M,_�L - - RUSE 9d IOd o EDGE/6 FIELD
BOLT SPACNG FROM END/JOINT OF PLATE._.__ __.fFIG 5).____,___-_._ '
___.(FIG 5)._- -- 2N.>T _ I '•
MAXnAX.WALL RA TRUSSES SPAC
HEIGHT!o' � RAFTERS OR f2J OVER I6
BOLT EMBEDMENT-CCNGRETE._____.._ _ �_IN >,5°._� > '• •'• ••••'•i EDGE/ FIELD
GAOLG 1ikDWAiJ.RAKC OR RAKE ,, O ed lOd 44 CD 4N FIELD
EDGE/ ELD
_.(FIG 5) ^_________________^____ +. l P. RAKE TRUSS ad
IOd. E 6 F
BOLT EMBEDMENT-MASONRY.-_,--_- <,' :. ',•.; -
WITH NO GABLE OVERHANG / E1D
_.(FIG W._-___ n " GABLE
ENDWL O R KE O Re A EDGE(4 FIELD
PLATE WASHER _________________ _-_.,__._,___. ____. ____.,__^.>S.X3 XV4 _ll- I G°
. •;:•,i� •,_ ,I GABLE p4DWALL RAKE OR RAKE TRU55 Ed
3.1 FLOORS �_ II � w/LbDKDur BLocKH3
IOd 4"
FLOOR FRAMING MEMBER SPANS CHECKED- (PER l00 GMR 59.00)._______________________ _ I _ CEILING rLWIKATHINCE
MAXIMUM FLOOR OPJ•IING DIMENSION.,_-. (F'G b)._________________________ __________O FT<rr_1L_ •. .
___________ _____ ,
FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LDS 2 FROM pcTER1OR WALL(FIG 6).____..__ - �- ,
MAXIMUM FLOOR JOIST SETBACKS -a-FT<d__�L I • '
GYPSUM WAL'.BOAf2i Sd COOLERS
l"EDGE/10"FIELp
SUPPORTING LOADBEARING WALLS OR 5HEARWALL.(FIG V.________„__,____ ^____ '_
MAXIMUM CANTILEVERE'FLOOR JOIST -� <d FERAL _ •• _
WALL
SUPPORTING LOADBF-ARING WALL9 OR SHEAR .(FIG 6)..--------- -------------------------• -' _
(FIG .- „^ :•••,' PAC UPCTO 24'O C
WOOD STRUCTURAL PANELS
FLOOR BRACING AT CND'J1A1-LS_.__.._.^,_--. ---•--- -------- ------ 5TUD8 5 GID Bd IOd 6"EDGE/12'FIELD
PLO
DR SHEATHING TYRE.___-__ .--------------•--•--lFER 180 GMR 55,00)_______ ----------------- --- �- ••• IR°AND 25/32"FIBERBOARD PANELS
FlAOR SHEATHING .11CKNE5S-------- /PER 780 'MR MOO)._______-_-______.___.___.�M.-�L_ >,•, 1@°GYPSUM WALLBOARD _
___ __.(TABLE 2)B_si NAILS Ai ,_IN EDGE/�JN FIELD�- .. TYP.HORIZONTAL DOUBLE
ad 3"EDGE/6`FIELD
5d COOLERS �"EDGE/10"FlF_LD
FLOOR SHEATHING FASTENING,_-_-_ __-_-__ 1 SHEAR ' NAIL EDGE(STAG(iERED NAIL. FLOOR SHEATHING
I PATTERN 6d COMMON o s"O.G.
4.1 WALLS STRUCTURAL PANELS
WALL HEIGHT F , ., ..'• IP.11(16"WOOD STR'JC'.URAL. -
WOOD bTRUCT' '
TY G E Lam° 5d i 106 6°EDGE/12'FIELD
LOADBEARING WAL_.5.____....________ IFIG HO AND TABLE 5).-..___________ �, FT<10'�L
---_--_--_ VERTICAL PANEL SHEATHING.'
NON-LOADBEARING WA3..L8.______...__, ------(FIG 10 AND TABLE 5)..-..-- _- --AFT<20'-L`-- I ---
WALL STUD SPACING._______________________________.(FIG 10 AND TABLE 61._______._____-___. _IN<24°O.G.-�- l `1 ...':..•.',>: oil IOd IOd 6" '.
___,_FT<d�_ ` p TYP.VERTICAL EDGE NAIL
GREATER THAN EDGE.!b"FIELD
WALL STORY OFFSETS. ____----_-•___-.-_.-__,.___...(F)<a T(8) ________. ___._ I' '•
SPACING(B'COMMON SENEIRAL NAI+:{NCB 5CkEIDULE
4.2 EXTERIOR WALLS'
WALL STUDS
LOADBEARING WALL9.__________ ________________-(TABLES).._---___-_______-_____,__ 2K$- -F'T1Fl21N�._. TTP.1 FIELD NAIL SPACING.
__.__.(TABLE 5)..___..___.___ ___.7X :
NON-LOADBGARING WALLS_______ __ _______ ____-__ COMMON
GABLE END WALL BRACINGI �-
FULL HEIGHT ENDWALL STUDS_____________________(FIG IOU ___-______-_ ______ ______-,_-_________- 'I
WSP ATTIC FLOOR LENGTH-------------------------(FIG tL_._________ ______-. __ _-_ __-_--- Q FT>W/3 .
ad COM G.
GYPSUM CEILING LENGTH OF WSP NOT USED)._-_--•_.(FIG I). �-FT>0.9W '!___ __________________________. f
AND 7X4 CONTINUOUS LATERAL BRACE-6 FT,O,C.(FIG 11)________ _____________ __________._..___.._,. _ TOP P_Ai .
OR 1<3 CEILING PURRING STRIP5 a ib"SPACING MIN,WITH 2k4 BLOCKING•4 FT.DPAGNG IN.71II-_,..--___-_. ° G° _-
JOIST
OR TRUSS-BAYS-_-_,_... , -• - '
DOJSLE TOP PLATE _- - -\- -
SPLICE LENGTH _ ___________________ _____^_.(FIG 1.1.AND TABLE S). _____._______.-._____._
SPLICE CONNECTION NO.OF wd COMMON NAILS) (TABLE b)___-_-__._. - ---- ---...-�.-- -1L :•° :,•,° .q ° -I
L OADBEARING WALL CO"ECTIONS , a, ,'� I ....
4 .• o:
. b° d'e .. g- A'^ °F'• DWC4E HEADER
°
LATERAL[No.OF 16D COMMON NALS)------------(TABLE V..._________________•________,-_____ __�.- �_ ° . . > °
.NON-LOADBEARING WALL CONNECTIONS - °' "~ "
24°O.G.MAk.°• / !I I { 1 1
24 O C MAXI
LATERAL(NO.OF I6d COMMON NAILS)--------- (TABLE B)-------_------_------------------------
LOAD _2- � °d•e 1n.46e y _y°'eb'°• STUD 9PAG.NG-yy - 1 9TJ6 3PACING "'•o /
BEARING WALL OPk'4MG9(RECURS LARGEST OPENING BUT CHECK ALL OPENINGS FOR CDMPI.IANCE TO TABLE W . •° a, rut>_
HEADER SPANS__________________ ___ __ ___(TABLE 91._.___.._____._,_ ----------- $R o IN.<11'___1� A ,.°d° b .�C 1•e .°Ja•,°dn / 911UO
SILL PLATE 9PAN5.___ ___________ ___________•_.(TABLE 91.______•_-__•_____-__,•_._._. a�N.<II'�_ >s. e,� ,e',° '. . . Ili
FULL HEIGHT 6tUD6!NO.OF 6NDb) ___.___ __ .(TABLE 9)--_-___ __________________ _________O_. Dal K.bND .
NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE T:'>TABLE J �"• .°b•e ab -.eb'4 - -
,t BILE LL
HEADER SPANS-_________________ ____ ___-_...______ _.____ -_ _ �4 • 11 ..WNDCu!31 L PLwT of
________..(ABLE 9)._ ��'.�T_JN.(12'-_.�_ I
SILL PATE SPANS __ _ ____ _______ _ __ _ ____(TABLE S>. _ ___-_----____-______. T-��N.
MAXIMUM
/ I , I r 11
FULL HEIGHT STUDS(NO,OF 97UOSJ...___________.lTABLE 91._,.____________ _____________ ____..�.__ '_�L - ,•yXli ILfM ��L� S�UD.I�EII�Ial' , STUD.SP_AGINCs
I H '
EXTERIOR WALL 5HEATHING TO REBI5T UPLIFT AND SHEAR SIMULTANEOU6L14
MINIMUM BUILDING pIMEN510N,(W) I fc L_FTFFa? (-n1JNFCTIUN !L.^Nr)jJAL_ &4EATI4IhNs 1 • I I f• II�. �V�i )III
NOMINAL HEIGHT OF TALLEST OPENINGr________ _________ _..__-^,_^_.---_____-_---,,.__,..�C 6'8"__->L._ V JI.Ull? er Ilv IL1-11IIB^-TI/
SHEATHING TYPE -_ -_-._._...... .... .....(NOTE 4).__...-_-________. .______-_---- _-._____,JLZ_ ___I. .. _ - - .
ED',E MIL SPACING.___.___._._.________ ________(TABLE b OR NOMum
TE 4IF LESS) __. ___-._ __. _ -_-IN, J. �SIAN
QU HEADERIi'2E IRE 1ENT3 AT EAGN'L-NP OFFIELD NAIL SPACING - -- -----------(TABLE 10) ._ _ IN'"�' PAGE OF REFS NU BER OF UPLIFT TERAL I. '" ....
._-.___ ______.. ___,..__.--_ .. HEAD FU,_HElG:1T . IA.SHEAR CONN 7CTION-NO.OF'Ibd COMMON NAIL6) (TABLE 10). ->� �' (LBJ fLBJCENT FAIL-HEIGHT SHEATHING._----___-__-___.(TABLE 10)...________ _________ _______________.% . -
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING 6'8°f DESIGN CONCEPTS)- ..__-___ _- ... __�L � 2' - 2-2X4 I r- 211 132' .°D•n °d. °dae.N°d<•.°b•T'` del
MAXIMUM BUILDING DIMENSION,f L) _ ___ I4 : : ° ANCHOR A
STUDS- •, : w
NOMINAL rEIGHT OF TALLEST OPENING.....___•______________________ __________ ___ ____„_.-,^<609'-._.)L..... .°D°,°bse �G• °be•.3(,n4da Te SH/O•�"ab
3 2 m4., .2 a16 a
___________ ______ __(NOTE 4) -_____ Ir.2_ ._� .
SHEATHING TYPE.___.__. ___ ________________. - 4' 2-2X4 _ 2 554 ?64
GLT6
EDGE NAIL SPACING.____ _____________ _____. (TABLE II OR NOTE 4 IF LESS)------------ IN,.,..., __.._.IN._�_ .. '-- - --
FiEID NAIL SPACING.__..__.__________ _ _______.(TABLE fU..._... ..._..__... -.-____.__.__._..�IN,_.-1L_. - _- -_O'__ 2 2X4 3 693 �330 a ca ! .y" n- [�•.e n a °:d
III\ -.. ';.�°<�°•b .. _-_ __-
5HEAR CONNECTION 040.OF 76d COMMON NAIL5) (TABLE IU -----------------•._ ..._....___ ._..s/--. )PAGE OF 6' :.2,-2X'o 3' _ 631 336_ --r---- -v---- ,
PERCENT P,1 -HEIGHT SHEATHING (TABLE IU __ ,
--------------------------------- T 4-2X8 3 Silo _ 462_
5x ADDITIONAL 5HEATHING FOR.WALL WITH OPENING>6'e"-(DE51GN CONCEF'TSl_________________________ -1L I -
WALL CLADDING
B' 2-2XI29 1,108 528 - -
RATED FOR W14D 5PEED1----------_----------__^--__-._ .. -- _
511 ROOFS -p' 3-2-X}� _ 4 }385 6 O
ROOF FRAMING MEMBER SPANS CHECKED](FOR RAFTERS USE A�SPAN TOOL,SEE BBRS WEBSITEJ -]L-. - \`` -
IP 4-2Xi0 4 1,524 l26 .
ROOF OVERHANG-----------_____..,____..,_.._____._.('PURE la)---------------- FT(bMA11FR OF 2 OR L13:__L � L._-�_,
----I
TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALL9 - - '- -p• Q STUDS AND HEADER'S
PROPRIETARY CONNECTORS •' I ABLE e. WALL OPENiNG6 - HEADERS .......__ _
if-LIFT.-------------___------------------ (TABLE 12) ---------------------------------------.u.�LF_ / H`u204�ND WALL OPEi�IING5
LATERAL_____________________________________ ._.__,_______--.._--____-_-_-._ L• LF_.>L - _(N'.LQ,4'OBEARINCs WALLS - ----
5HEAR._.._--_____________-*-----------_-------(TABLE 12)----------.----------^-----------------5-_PLF 1L _
RIDGE
STRAP CONNECTIONS,T COLLAR TiF 6 NOT USED PER(TABLE 13d__-___.__:-..____________________ -�,-LF_1L NOTES, .. .
GABLE RAKE OUT'.AOKER.--_,______ ________________(FIGURE 20J_.___,-_________Q_FT(SMALLER OF 2'OR L/2__IL_ ... - .. .
TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS I, THIS GHEKLIST SHALL BE MET IN ITS ENTIRETY,EXGLUOING THE-3PECIFIG.EX EPTION NOTED.IN 2,iO-..COMPLY'WITH THE
PROPRIETARY CONNECTORS REQUIREMENTS OF 180 GMR 53oL2.1:117EM'I.IF THE GHE-CKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS
UPLIFT.._ _-__ (TABLE ib)._-___--_-- .,,I,'t - _� AND HOLD DOWN51ARE'NOT REOJIRED PER THE WFCM 110 MPH GUIDE:
-.-___.____________ _______. _.__....__.___.______- _
LATER AL(NO.OF I6d COMMON NAIL6)..--..-_..(TABLE 14).____________________._________.___...•j _ • A,STEEL.STRAPS PER'FIGURE S
ROOF SHEATH
ING TYPE.... -__•_...__.____...... .__.(PER 180 GMR 58.00 AND 59,00)-------------_ _1L. B,20 GAGE STRAPS PER FIC-rURE II -
ROOF SHEATHING THICKNE$$_,,,________________________________________________ _ _ ____ JL2_M.>lflb'W3p� 'I G,UPLIFT STRAPS..PER,'FIGURE iC.
ROOF SHEATHING FASTENING_______ ___ ____ __ ____. CABLE 2) .__ _.____- ._�, - SCAL-ET 11. In u APPROVED 8Y:
---••^_---- ---------- ----• .D:ALL STRAPS PER'FIGURE Il
E,CORNER STUD-HOLD'GOWNS PER FIGURE I86 AND FIGURE 18b
2. EXCEPTION,OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 54 15 ADDF:D TO THE PERCENT FULL-HEIGHT SHEATHING 'DArea- - ..1 15- REVISED
REQUIRE I5NT5 SHOWN IN TABLES 10 AND 11,
B. THE BOTTOM SILL PLANE IN EXTERIOR WALLSSHALL BE A MINIMUM 2e IN.NOMINAL,THICKNESS PRESSURE TREATED'2GRADE...
-4 A.'FROM TAEILE IQ ANP 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT.FULL HEIGHT -
'SHEATHING AND NAIL SPACING REQUIREMENTS, -
DRAWINGN�{UNI ES
I
A-
..
i
-i i
i
r APPROVED BY: T r
E... iC�i.'-6t�' REVISED
DAT
DRAWING NUMBER
• +"� .._ 1 I -'L'+7 t'�C3r;k.'{Y'�oF.1vCe
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V ��I:�,O.'.' DRAWN 8Y-j'"'7%
DATE' Jam;.-o:,�•-Y:rJ'.�.. REVISED
DRAWING NUMBER
i
'.J�+:�f.-•Nl%5�,1L':T:r,�i-G1-.__G_`o._SG:�_.....__._._._..__ �/F�-:�S��1-L�: Za—._lo.._o_.G+_—.—..__...__.__
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-APPROVED BY:
. �:�_.,.. REVISED
i
ORA W ING N V MBER
I
P14 WIND 7011r� 10 MPH �XFO%Ff [3 WIMP
'14 WIND AREAS 110 M j ZON� dOINT DESCRIPTION �unBER OF
AUVC,GUIDE TO WOOD CONSTRUCTION IN HIGH _ri;;Z [0 CHECK COMMON NUMBER OF
Box
T FOR COMPLIANCE 0elO CI NAILS MASSACPLISETTS r-HECKLIS COMPLIANCE ROOF FRAMING
NAtLs NAIL SPACING
110 MPH I/
I'l SCOPE ad CCMMON--'6z, 2-10 EACH END
LINO SPEED(3-5FC.GUST)----------------------------------------------------------------------- BLOCKING TO RAFTERS(TOB4,[AiLED)
WIND EXPOSURE CATEGOR'r ----------------------------------------------11----- - - - ------- ---------15 TYP.FIELD NAIL SPACING RIM BOARD TO RAFTER(END-NAILED) 3_16dd EACH END
LdALL.FRAMING
1,2 APPLIcA15LITY
NUMBER OF STORIES(A ROOF WHICH EXCEEDS a IN 12 SLOPE SHALL 55 CONSIDERED A STORY) rYP.vib"WOOD
2) ------------------ -HEADER TO HEADER(FACE-HAILEV).
G 2) ----------------- kl"4: T
Z TOP PLATE AT INTERSECTIONS(FACE-NAILED)
STRUCTIIR� PAN STUD TO STUD IFACIE�NA!LIEOI
ROOF PITCH------------------------- ---------L 1.. 16"D.C.ALONG EDGES
MEAN ROOF EIGHT----- -------------- (,F 1, FT aa
TH,III_—--------------r---------------(FIG 3) so,OF H FT FLOOR FRAMINGs
---------------
BUILDING WID 31 _JoIST
VIII-VIN'. L.,n�(u V JOIST TO SILL,TOP PLATE OR GIRDER(TOS-HAILEDJ 4-ad 4-lod
LEH6T" .___-_________-________._____________ „
------ - (2 4)---------------- TYP, BLOCKING TO JOIST(TOE-NAILED)
SUILDING ------- GE NAIL—N. ;-9d
NOMINAL Hein TALLEST OPENINd --------- (FIG 41 •
-------------------------- (ad c 6,Ol__., MOCKING�TO 5ILL OR Top PLATE(TOE-NAILEDi 2-10d F-AC14 END
HT OF 3-16d -4-lbd
CONNECTIONS • EACH BLOCK
1.3 FRAMING ---- LEDGER STRIP TO BEAM OR GIRDER(FACIE-NAILED) 5-Irld -4�1&d EACH JOIST
GENERAL COMPLIANCE WITH FRAMING CONNECTIONS---- (TABLE V. ---------------------------- RAFTER CONNECTION JOIST ON LEDGER TO BEAM(TOE4NAILED) 3-ad 3-lod PER JOIST
.40 JOIST TO JOIST IENC)-NAILED)
I TYP�H2.a TIES IBA' 3-1&d 4-16d PER JOIST
2-1 FOUNDATION LPADE,64RINO il_)%, I 15AND JOIST TO SILL OR TOP PLATE fTOE-NAILEDI 2-16d 3�16d PER JOIST
FOUNDATION WALLS MEETING REQUIREMENTS OF lao CMR 5404" STUD HEIGHT ROOF SHEATHINciI
CONCRETE._____________________________________________-------------------------------------------------1, LOADIEHEARING CONCRETE MASONRY.________________-------------------------- ---- --------- ---------------- MAX.WALL 87UO HEIGHT WOOD STRUCTURAL PANELS
2.2 AKCHORAGE�TO FOUNDATION" AN ALTERNATIVE IN CONCRETE 014LY HE FkAFIGRS OP.TRUSSES SPACED Ula.ID I&"o.C- ad lod 6'EDGE FIELD
IMBEDDED OR ale PROPRIETARY mgcHANjCAL ANCHORS AS MAX WALL
ElD,ANCHOR BOLTS I ........�_IIN- RAFTERS OR TRIJSSESI�PACED OVER to*O.C. aa lod 4'rDGEJ 41'FIELD
NG-GENERAI-------------- -----------(TABLE 4)-------------------------------- HEIGHT I& GAME IIADWALL RAKER RAKE-,%.Uf55 ad BOLT SP -1 N.4 21 EDGE/&"FIELD
AC
BOLT SIACING FROM END/JOINT OF PLATE---------(FIG 5)------------------- ------ ------ WITH NO GABLE OVERHANG
DOLT EMBEDMENT-CONCRIETIE-------------- (FIG$1----------------------------- GABLE ENINWALL RAKE OR RAKE TRUSS ad tod S'EDGE/6'FIELD
-------- 0 IN.>15,
BOLT EMIEEDMENT-MASONRY------------------- ,_ _________________________ft_
WASHER-----------------------------------(FIG 5)-------------------------------------- W/STRucTURAL OUTILOOKERS
GABLE rNMALL RAKE OR RAKE TRUSS ad lod 4"EDGE/4"FIELD
WILOOKOUT BLOCK$
3,1 FLOORS v
aR SPANS CHECKED—----------(PER 100 CMR 95-00)----------------------------------
FLOOR FRAMING MEMB _�-2--FT<12' CEILING SHEATHING
MAXIMUM FLOOR OPENING DIMENSION_________________(PC.6)----------------------------------
U -5 2'FROM EXTERIOR WALL(FIG 9 ---- GYPSUM WALLBOARf5 v EDGE I IC�W FIELD
PULL 14 WALL STUDS AT FLOOR OPENINGS LEE, ---------- I.5d C 0 jL:§R76 T
HEIGHT
MAXIMUM FLOOR JOIST SETBACKS SUPPORTING LOADOEARING WALLS OR 5HEARWALL-(FIG 1)--------4-------------------0-Fr<d WALL-SHEATHING
MAXIMUM CANTILEVERED FLOOR JOIST 0 WOOD STRUCTURAL PANELS
SUPPORTING LOADMPARING WALLS OR SHFARtIfALL.(Fir.81------------------------------------- FT(d
FLOORBRACINGAT rNOtUALLS.____l..--------- ----(FIG w------------_----- -----------------__------ I STUDS SPACED UPO�C. ad to,, 6'"EDGED 12"FIELD
5 EATHINC�TYPE__--------------------__(PER lac CMR 55.00)---------- ---------------- /2'AND 25/37'FIBERBOARD PANELS ad 3"EDGED 6'FIELD
DOUBLE
FLOOR 51, -------- lie GYPSUM WALLBOARD .5d COOLERS T.EDGE/10"FIELD
T
FLOOR
SHEATHING1AICKNES6----------------------_(PER 100 CMR 55.00)--- ----------- Yf.HORIZONTAL DOUa
• FLOOR SHEATHING NFASTENING- -----------------------(TABLE 2)-a--,A NAILS AT r, N EDGE1 12 N FIELD SHEAR RAIL EDGE(STAGGERED MAIL
14EATH 0 FA. PATTERN ad COMMON.t_32'O. FLOOR SHEATHING
4,1 IUALLS 111111 WOOD STRUCTURAL PANELS
�'TY lod 6"EDGE/12"FIELD
WALL HEIGHT -P,1/16�WOOD STRUrNRAL *R LESS
LOA EARIN6 WAL�-5------- ------------------- (Fla 10 AND TABLE 5)-�----------------------:L!FT<to' GREATER THAN I' EDGE t Ell'FIELD
DIE ----------------(FIG 10 AND TABLE 5�-----------------------BLFT<20, 'ERTICAL PANEL SHEATH'- lod
NON-LOADJEEAPING UJALLS --I&-IN 24"O.C. I/
--------(FIG to AND TABLE N------------
P
WALL
WA STUD 5PAGINC-------------------------- 'r
(FIG I(a)._____----------------------------- FT C I _AL G.NAIL
WALL STORY OFFSETS------- ----------- I. TSYPA'CING(ad co�mow rSENERAL NALING 5CHEDULE
4,2 EXTERIOR WALL5'
WALL STUDS
-Oa
•
LOADBEARINa WALLS._________--________________-(TABLE SJ.----------_-----------
.2X FT lN-I/ TIFNIFIELP WAL SPACING
NoN_LoADI3E:ARtNG WALLS._____ -_.,(TABLE r)_------------- 2X Av_•-j!LFrM IN 8.1 COMMON O.C.
GABLE END WALL BRACING'
FULL HEIGHT 5KDWALt.STUD&---------- -----------(FIG 10J__
ATTIC FLOOR LENGTH. ------ - --------
WISP ------------- ------- ----------- o FT
-------
- - -- - - --- (0 FT>w,3
Gyp M Ell-IMr LENGTH'IF WSP 40T USED)"______ (Fir II).--------------------------------- 5 O.Sw
&FT,O.C.(FIG 11)---------------------- ------------------------
AND 2X4 GONTNUOUS LATERAL BRACE 1
OR xB CEILING FURRING STRIPS-16'SPACING MIN,WITH 2X4 BLOCKING-4 FT. A ------------
1) ----------
rem
joisT OR TRIJ98 BAYS,______ -----------------------------------------------------
DOUBLE TOP PLATE
SPLICE I ENGTH--------------------- -----------(PG IS A140 TABLE 90---------------------------- 0 FT
SPLICE CONNECTION fHO.OF 16d COMMON NAILS) (TABLE G)--- -------------------------
LOADBFARING WALL CONNECTIONS
LATERAL(NO.OF I&P COMMON -----------(TABLE V---------------------------- 2
Now-LoApaEARING WALL CONNECTIONS • 24'0.C,MAk-T .I(i
LATERAL(NO.OF*d COMMON (TABLE a)-------- STUD SPAVNG--------- ------- --------- 2 51A A
LOAD BEARING 1,VALJ_OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPIJANCE TO TABLE W H AsiO
HEADER SPANS.___,___..:__________------------(TAeV_E W-----------------------------
STUD
BILL PLATE '0 IN. it'SPANS.__________"___________________(TABLE---------- ------------�(TABLE W---------------------------- ;
K. TU.
FULL HEIGHT STUDS'No.OF S-�UDS)---------------(TABLE W,________-___,__._____--__.__-____-__-,_.3_—
NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE',,?TABLE U
5 • WINDOW1 5fLL�LAT5
HEADERSPANS---------------------------------(TABLE W --------------------------- az
BILL PLATE AN5------------------------______(TABLE W -------------------------------�_6ff a N. 12'
HEIGHT STUDS(NO,OF STUDS)-- (TABLE 10-------�j----------- -------_-----------I
4 -ACING
FULL MAXIMUM WALL 5TUD HEIG, r , STUD.-5f
EXTE
RIOR
WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOU&L MINIMUM DIMENSION,(W UIALL 6LIEATWING F 11
BUILDING DIME ��A;=T;=%? nn"INEC-TIC AND
NOMINAL IIElGHT Or,TALLEST OPENING._______-------------------------------------------- v lz ----IV-
SHEATHING TYPE---------_------------ __-_.(NOTE 4)._________--------- --------------- 1/2. I/ -=NTS AT FAC14 END OF HEADE:Rl
NAIL 5PAClNr..___.------- MINIMUM EOU.IRE.tr
OF
HEADER RAL
---- (TABLE 10) ----------- ------------------------ IN. rF W.-, El HT
FIELD NAIL SPACING-------------------- -
IA LE 10 OR NOT. HEADER$PAN U
SHEAR
H_ coNxEcnoN NO.QF,16�d COMMON NAILS) (TABLE jO) PAGE OF (FT.) SIZE STLIHSG
PER' T ::
PULL-HEIGHT 5WIEAT 411413*---------------(TABLE 101� - - ---------------------------- '0
%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6V f DESIGN CONCEPTS)_.„_-,___.__"„___,_------
DIMENSI �-2X4 1 211 132 -1.�Hom DPLA OI..T6 b,
OF TALLEST OPENING 2. e_ 6
,MAXIMUM SUILOI�s ON,(L
EN
NOMINAL HE!s 3 2-2X4. 2
------------------------------___--------
SHEATHING Trf-Tr--------- •------------ ---------(NOTE 41 ---------------- J�r_ I I. . t . ..
41 , . 2 $54 264
EDGE NAIL SPACING----------------------------_(TABLE It OR NOTE 4 P LESS)--------------- IN
FIELD NAIL SPACING------__------------ ------(TABLE IV_---------- __ ____------------- IN, 5 2--X4 3 e-53 . .330
SHEAR CONKEI-TION(1.40.Or!&.[COMMON NAILS) (TABLE 11)-------_----------- -------.,_-_._.___ -_�_.DPAGE OF :. 6' 2-2X4E, 3 a31 3-36,
Pr RCr
N PJ-L-HRIGHT SHEATHING (TABLE 11) ------------------------- --------
ADDITIONAL SHEATHING FOR.WALL WITH OPENING)6V(DESIGN CONCEP7 .......... ....... 2-2><8 3 sic 462
WALL CLADDING
2-2XI2 3 1,103 5�a
RATED FOR WIND SPEEDL----- ----------------- ------__------------------ ----------------------_'. d L_
- <10 _ _1241 5e4
5,1 ROOFS SEE.5ppes WRBSiTFJ 3-2><12 —.4 IX�5 er�o
ROOF FRAMING tlE`IeER SPANS CHECKEOI(FOR RAFTERS U51F ALI-SPAN TOOL,
ROOF OVERHANG...... ........ ------_-----1JIZ FT(SMALLER OF 2'OR LIE, L
(plsupe m . F 4-2)<IO 4 1,524 .-126
AFTER CONNECTIONS AT L
TRUSS OR R OAflErARIr4G WALLS
STUD AND HEADER
PROPRIETARY CONNECTORS UPLIF (TABLE 12)------------ TA5LE '3. WALL OFENING-5 - HEAD;_=R5
RAL-------------------------------------- --------------- AROWND WALL OPENINGS,
LArET----------------------------------I IN LOADBEARING WALLIS
SHEAR._,.________________- -----------�---_.!TABLE 12)---------_---_-------_-----------5 -aPLF.— .
iTIONS,IF COLLAR TIES NOT U PER!TABLE Ul------ ------------------T._'LL-L RIDGE STRAP a USED
E` F
GABLE RA 9 0 TLOOKER----------------------___(FIGURE 2OJ......... Q_FT(SMALLERQF2'0RL/2.__
LL
TRUSS OR<RAFTER CONNECTIONS AT NON-LOAI�eeARING WALLS "-Tr.-,�CHRKI_IST SHALL 5E MET IN.ITS ENTIRETY,EXCLUPING THIE.BPIECIRC.EXCEPTION NOTED.IN 2,TOcCOMPLY WITH THE
PRO REQU REMEN[Ts OF 100 CMR 530 IEM I.IF THE -:CKL15T le.MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS'
FR,atARr CONNECTORS I L2.1.1 I :CHE
UPLIFT---------------------------------------_(TABLE 14)------------ -------------------- _5 AND HOLD 60UJNS ARE NOT RrOjIRFD PER THE UPCM 110 MPH GUIDE:
LATERAL NO.Or lad COMMON NAil-6)----------(TABLE 14)----------- ---------__------- A,STEEL STRAPS PER FIGURE 5
ROOF SHEATHING Type --------------------(PER 100 CMR 58,00 AND 55,OO)_____----------- B,26 GAGE STRAPS PER FICURE 11
ROOD SHEATHING THICKNESS..-..________________________________________________
-------------ja-IN.)1, Wap C,UPLIFT 5TRAPS.PIER.FIGURE 4
ROOF 514E�THING FASTENING--______ _.- (TABLE 2) -------------- ------- -
-------------- 0,ALL STRAPS PER Fir-URZ 11 -_Fb/wu1 ko" APPRO�ED BY: N-ax
-9 FIGURE I
r,CORNIER STUD HOLD VOWNS PER .lba AND FIGURE 196b
2. EXCEPTION,OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5%15 ADDED TO THE PERCENT FULL-HEIGHT SHEATHING DATE REVISED
RFL2WREMENT5 SHOWN 114 TABLES to AND II,
31 THE BOTTOM SILL FL.414E IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN.NOMINAL THICKNESS PRESSURE TREATED-2-GRADE., '-wa-S-
4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND 5L-Al-DING ASPECT RATIO,DETERMINE PERCENT FULL HEIGHT
SHEATHING AND NAIL SPACING REOWREMENTS_ DRAWING NUMBER
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AWG GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WINp ZONE C4�L{iG 110 MPH V X1 O%FE [3 WI NV ZO1 VV JOINT DESCRIPTION WT'!BER OF °
MASSACHUSETTS GHEGKLIST FOR COMRLIANCE(T�GMR 5301,2.LIj COMPLIANCE COMMON NU BER OF NAIL SPACING
- NAIL9 BOX NAILS
1.1 5GOPE \\ \ ROOF FRAMING
IID MPH \
WIND SPEED(3.5EC.GUST),-____________________________________________________ __________________ __ ___B�L BLOCKING TO RAFTERS(TOE-NAILED) _ _
_ _______________________________________________.___-_,_.___ __ TYP.FIELD NAIL SPADING RIM BOARD TO RAFTER(END-NAILED)
WIND EXPOSURE CATEGORY.___._-._. __.. 2-Bd T IOd ,EACH END
. I ad CGMMoN.6'O,C: 2-!bd 3-I6d EAGN END
1,2 APPLIGAOILITY ;. tUALL FRAMING -
NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 5LOPE SHALL BE CONSDERED A$T YBTORIEB r 4-STORIES `/ TYP•T/I6°WOOD (FACE-NAILED) _
__,-(fir.21 ____________________________ z-<12,12- `/ STRUCTURA PAN
ROOF PITCH,___ _______________________________ ._-_____ ___ 14 Fr<33'-�
__________________ (FIG 2) ._____,________-____________ _ ••>"i
MEAN ROOF H,EIGNT---------------------------------- > ••: 'w' _
___.,FIG 3J _ _
TOP PLATE AT INTERSECTIONS 4 I6d S•16d AT JOINTS
mull-OINGWIDTH,W_________________ __________ -AL I •,,..\\\ •',•�•
BUILDIM LENGTH.L.__-________._-___-_____„______.(FIG 3).______________________._____________ I, '` \\ - •". •w'. PLAT ER[TOE-NAI -
97UD TO eTUD!FACE-NAILED) 2-IF.'d 2-I6d 2{°O.C,
_ HEAbER TO H£ADER fFAGC*NAILED) l6d Ibd I[ O.C.ALONG EDGES,.
` _ I 1 s ° L000 SILL,TOP E OR GIRD _
BWLDING ASPECT RATIO<tJU11._____ ---------- (FIG{)._____________________,--__-___-___- TYP,EDGE Nall SPADING<a'B _sL JOIST
/FIG 4) _„_______________ '•> '> '• _ _
••• W�DJ 4-Bd 410d PER JOIBT
NOMINAL HEIGHT OF TALLEST OPENIMf�-__,___ •-------------- BLOCKING TO JOIST ROE-NAILEp)
(ad COMMON a 6°O,G.) �•••,�••- � � - '
1.3 FRAMING CONNECTIONS �� " �) Na1L
GENERAL COMPLIANCE WITH FRAMNG CONNECTIONS,__. (TABLE 2).-____________________________________________ -eL RAFTER CONNECTION. >•: '
7 IOd EACH END
BLOCKING TO SILL OR TOP PLATE RQE NAILED) 3•Ibd {,I6d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FACE-HAILED) 3-16d 4-I6d EAGN JOIST
M J015T ON LEDGER TO BEAM ROE-NAIL
NON- •,TYP:H25 TIES lQ`,-' BANp JOIST t0 JOIST fEND-NAILEpJ 'Bd 3-Ibd PER JOIST
\` 3-16tl 4-I6d PER JOIST
z.l ouN�ArION LOADBF_ARING I •(` BAND JOIST TO SILL OR TOP PLATE(TOE,NAILED) 2-I6d 3-16d PER JOIST
FOUNDATION WALLS MEETING REpUIREMENTS,OF T80 CMR 5404.1 STUD HEIGHT I,
CONGRETE__________________„_______-_.________,____-__„___________________-________.____,_________"__. �_ N UPLIFT - RDOF'SHL,4THINC{ .
LOADBEARING
CONCRETE MASONRY_ _________________________ - MAX,WALL _ O -
HEGHT 20 I W 0D STRUCTURAL PANEL&
2'2 ANCHORAEsE TO FOUNDATIONIA "' Max WALL
5/8"ANCHOR BOLTS IMBEDDED OR Cme PROPRIETARY MECHANICAL ANOHORB AS AN ALTERNATIVE IN CONCRETE ONLY
_,-_-_-(TABLE 4). ______________--IN.:_�L I 1 ••
BOLT SPACING-GENERAL ----------------------- ______________ ______ f7EGHt O' RAKE ,R S5 ed d E 6 F
f2AFt6R8 OR 1RU56E8 SPACED-UW.TO 16'O.C. Bd IOd 6"EDGE/6"FIELD
BOLT SPACING FROM END/JOINT OF PLATE^-"-----(FIG 5)-- ------------------------- _ W.)T, - ',•' '.',•> D
RAFTERS OR TRUSSES SPACED OVER I6"O C. ad � IOd 4°EDGE/4"FIELD
BOLT EMBEDMENT-CONCRETE.__.-_ _. (FIG 5).-_________________________ RAKE TRUSS, Bd !Od EDGE -
1 BOLT EMBEDMENT-MA60NRY_____________________(FIG 5),______-__- ._______________-______ 2-IN. �_ G P OWALL OR RAKE TRUSS ad I G /6 FIELD
._____-(FIG 5),____,------------------------------
PLATE "XIl4".�- 1 " ,• ,•
- S•6 RAKE OR 24 � U' 10 6°' DGE/ "
WITH NO
WASHER _____________________ Od 4 EDGE/4 FIELD
GABLE ENpWALt RAKE OR RA 55 -( 6°
'' •• UTI RAKE
3,1 FLOORS "--' -�- 6 ,I __
W/STRIIG7URAL O
ABLE RA " „
W1L00KOUT BLOCKS
FLOOR FRAMING MEMBER SPANS CHECKED------------(PER TBO OMR$3.001________________________O <tr_� �•. CEILING SHEATHING
MAXI MUM FLOOR OPENING DIMENSION-----------------(PG6),______,___.------------_-----------_._-. - h �'•> -_FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)._____-____"---------------- �- _ '., y@t -
MAXIMUM FLOOR J015T SETBACKS --0 P((d_dL I > •'
SUPPORTING LOADBEARING WALLS OR 5HEARWALL.MG V.__---------------------------- •':.• "':'
MAXIMUM CANTILEVERED FLOOR JOIST -LATERAL L' '•'•°: •>''�„ WOOD STRUCTURAL PANELS
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIEI,p
SUPPORTING LOAQBEARING WALLS 09 SHEARWALL.(Fir. •--------------------------------_____________________________________�PT<d 10.1 .
FLOOR BRACING AT END'WALLS____________ _____ _-_______- __________ -- - PANELS
STUDS SP T "O.C.
FLOOR SHEATHING TYPE._____ _____--.!PER TBO CMR 55.O17)--_________-________ _______.�_>2_�____ �_ •,,•••
.____________ (PER T80 GHR 59.00).__,_____..___ /4 M--�
FLOOR 9HEATHING THICKNESS.____ ________________ ____.__ ___ , •,. I/2"GYP5UM3WALLBBOARODRD
ad
3"EpGE'/6'FIELD
-- - - - .(TABLE 72H_fJ-NAI!-r°AT,b„_JN EDGE/J2_JN FIELD�L TYP,HORIZONTAL DOUBLE Sd OOOLFJ25 l"EDGE)!O"FIELD
FLOOR SHEATHING FASTENING._____ -__---"--------- &NEAR ••• .> NAIL EDGE(STAGGERED NAIL FLOOR SHEATHING
4,1 WALLS PATTERN adOOMMON s"o. RAL PANELS
WALL HEIGH7 } „> ,/ TYP.VI6°WOOD STRJCiURALCI N IU S,d `- IOd 6"EDGE/11"FIELD
WOOD STRUCTURAL
-_______.(°IG 10 AND TABLE 5)„-________ _,_,_. PT<IOW •/ .I i"faR_EaS
__-_.-_ ___-_ _____.
LOaDBEARING WALLS.__ - -g_Fl,(�,�_ GREATER THAN ^-
ADBEARING WALLS.------------------- (FIG 10 AND TABLE 5)------------ . vERT1CALPANEL SHEATHING IOd
K)d S"EDGE!6"FIELD
NON-LD
WALL STUD SPACING,____________ ____ _____________(FIG IO AND TAB' 61,_________________.fib-IN(2{'r O.G.�- Ii •,:..
,___.(FIG l l 87_.._____ _____ ______ _ ____ ____FT<d_�_ " TYP.VERTICAL EDGE NAIL'
WALL 5TORT OFFSETS._______-__________ _____ I GENERAL
NAILING
lI IN 5C IEIDUl E
- 11 &PAGING(Bd COMMON t [� IY/4 1`l L.i �.Jl.i t•Yi-h/l.l L.,
4.2 EXTERIOR WALLS' ._o.c.)
WALL STUDS ' ((III I
. LOAD15EARINO WALLS.___________________________-RABLE 5).-______.-____--______-,___.2X�-_1"�FTIV�IN--1L-. � „• -•:"- TYP.FIELD NA-O.
____-2X�-AFT_M21N�..
NON-LOADBEARtNG WALLS.__---------------.------(TABLE 5J_-______"______________ ' COMMON
GABLE ENO WALL BRACING,
FULL HEIGHT SHOWALL eTUD&--------------------__(Fla 10)-_,_--___________________-_________ •.
-IGP ATTIC FLOOR LENGTH,-___ __ _ I)_____________ __ _ -2 FT)We3
` , d1C0
_______________(FIG I -___ _________..
B H .
GYPSUM CEILING LENGTH IF WSP NOT USED),_______,(FIG Ili----------------------------------__+Z FT>O.SW
AND 2X4 CONTINUOUS LATERAL BRACE u 6 FT,O.C.(FIG-11)------------------------------------------------ ---�- .I I - lOP P_A
OR I%3 CEILING FURRING STRIPS,a 16°SPACING MIN,WITH 2X4 BLOCKING s 4 FT.SPAGNG IN e1.IQ-__..---_--•.
JOIST OR TRUSS'BAYS,___,_- ______.
. jON3LE TB�
DOUBLIZ TOP PLATE •° I' .11 •'•• °� d ,'
5PLIGE LENGTH---------------------------------(FIG I3.AND.ABLE 6 ---- _ FT��� - e A•°
- SPLICE CONNECTION(ND.OF I6d COMMON NAILS) [TABLE 6J-__-____ -- _ _:_ _,..�.._
LOAOBEf.RING WALL CONNECTIONS - ° ° OWbLE HEADER
,
°d•e F• •
e
I-ATERAL(No.OF 161P COMMON NAILS)._----------(TABLE 1)----------,"_„__.-___ _-2._ �__' ° . ••> ',.:> ° e J - .
'NON-L.OADBEARING WALL CONNECTIONS a '• °4°O.(7.MAX, MAX,, t -°•'a T4'O C
LATERAL(NO.OF I6d COMMON NAILS).___-__--__-(TABLE a).-___________ _ __ ____.--___________._2_ `'° STUD SPAGNG;° de 7 ,yn.°Oe• STUD 9PAC:NG,•
LOAD BEARING''WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMP,.MAN E TO TABLE 97
HEADER SPANS________________________________.(TABLE 9)._____._.___-_,_,___ ., _JN.<11'_f� ,°d•e•,ed•°.°dle d'e - t .°d'e ! 1 51w
°' ,. ° ', ° . I ,
SILL PLATE SPANS,--------------------- (TABLE 9)._____-______________ . QJN.<II'�L
FULL
HEIGHT STUD5.NO.OF StiDS).___-___ ___.(TABLE W,----------------____„_,____________,. _1L._ °' '. (I i) DOUBLE A^K SiUU'-�
e,
NON=OAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT GHECK ALL OPENINGS FOR COMPLIANCE?A TABLE 1 �\d° d e.°
o°e
HEADER SPANS.__ __-_ __ _ _,________".(TABLE 97.--------------------_______. 2fT OJN.
5!LL PLATE SPANS,--__ -_- - - _- __ _ ___.(TABLE S)-----------------------------_y6FT a&L<12, • III -
' i I WNDCW 51 L PL T=
FULL HEIGHT STUDS(NO.OF 9ND5)._____________-(TABLE 51..,__"____ _ __ ____________________ ____3- _)� MAXIMUM WALL S'T•UD I•�M��I.•'F , STUD.SFAGINfs • _ �� I - j � I I'. -, _.-- I� I _ _____... II
- ExTF-RIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANE0118LT4 I -_ -_-
MINIMUM BUILDING DIMENSION,(W) - , .• I F?laFTI=Q r^,WNFrTj0N ANr)`UTALL .5I-I.FFATWJNCs
NOMINAL N@GHT OF TALLEST OPENING',______,-_ __ _ _ _____----------__.... ---------6, <.6'B"-1L-1 .. .-. ..-___ pJ�ll/-
REOUIREMENTB AT EACH-L?fD OF HEADER
SHEATHING TYPE------- ______ _ _ __ _.-_.(NOTE 4).__--- _-_.____.-_..___.____..�/2'_ ,>L_ _ -
EDC+E NAIL SPADING....________________ -------(TABLE 10 OR NOT 4-IFbS).,_._____--- ___ __-_IN.�- MINIMUM NUMBER OF - �� e T� ..._-S --
FIELD 1<AIL SPACING-_ _______,(TABLE 10) _ IN._�L_ HEADER SPAN HEADrF2. UPLIFT LATERAL I . > . >-:--s •.
_-.__ FULL-HEIG!-R'. dn-d, d..°a d•° °e d
SFiL^AR CONNC-CTIONNO.OF f6d COMMON NAILS) (TAME 10). ._________ _____._. __-_._"___.___.� _)L, PAGE OF .. lFT,) SIZE
PERCENT FULL-HEIGHT 9HEATHING. _____________-RABLE 107.,-__-__-__ _____ ____-____--_-_
51 ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8°(DESIGN CONCEP i5)__,._ ____,___.----------------- .-_� 2' 2-2X4 STUDS 2'11 32 e d A-n.Tde.°e•• .`d'e•°d'e,
.`MAXIMUM 0UI_DING DIMENSION,(L) - _ - - --- le AND
- 3' 2-2X4. 2' 4{b 19B
NOMINAL NEIGH?OF TALLEST OPENNG .____________________________ __________..,_.,, 6'B L - B I°'° ..
SHEATHING 1YPE._ _ _ [NOTE 47 .--_.,.___ _-_._ _Ji2_ _� .. - "
-1_.(TABLE II OR NOTE 4 IF-LESS) -_. -._._._ I 4' 2-2X4 2 _ 554 264
EDGE NAIL SPACING.______________"__ ____ ., e n� ANCHOR d A MOLTS� � n,
/ 2-2X4' 3 .. E-53�. .330 c r �,•9n 4c-T°n SHd ,°`a•°•°
FiGID NAIL SPACING.___-._._________ __________.RABLE IU .._._.___-,-___ --__.._ ,___._.._.__--_.. IN.�•_- --- _--_SHEAR CONNECTION(NO.OF;6d COMMON NAILS) (TABLE IU _ _ __....___.__-__ ._L.. e -
I\ ° c>
__-.. ___. I )PAGE OF -2X'o 3� B31 - 33b� P ---r -.------
PERCENT FU_L-HEIGHT SHEATHING (TABLE IU ,__________ _____ _,___--____._x _�[.- , .`d•°d e L °°d°`°D•..°D d .`d ee.`A
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'B"'(DE51GN GONGEP'5),___„__ __________________ -_'(_, l 2-2X8 $ 9kj 462 _
WALL CLADDING I 8' 2-2X12 _ 3 I MOH __ 525 -
RATEDFOR WIND SPEEDL_____________________-----------_______________________.__-_____---_______.____,,. .-
_ 3-_10 '3 30 J D.4_
5,1 ROOFS � �-- ,�
ROOF FRAMING,MEMBER SPANS CHEGKEDI(FOR RAFTERS USE AWG SPAN TOOL,SEE BBR&WE551TEJ _� 10� 3.2X12 4 t,38$ 660
ROOF OVERHANG•_............__,._____________---._,(FIGURE MY---------._ .. IP. 4-2X10 4 1,,24 126 J 11l2 FT<SMALLER OF 2'OR L/3__=L_ T_._ --.-J�--_-_
'RUBS OR RAFTER CONNECTIONS AT LOADBEARING WALLS ST,,�D.S ANp HEADERS
.
TABLE 9. WALL OPENINGS -' HEAD_k6i --
PROPRIETARY CONNECTORS ` --`
UPL.IFT_ ..._.-__-_______ __ ______ __________(*ABLE U)-_-___ __ _-._ U.II��bPnix�-
-- ---- �7�P , �` A2041 lD UJALL GFEI!It i('s3
LATERAL-------------------------------------________________- ._-____-__._____.,_..._-______,___.__.L• LF__� IN LCQADBEARINCs WALLS ----�-'
SHEAR--------_____________,-----------------(TAB,E III-_ _-___ _ -- __. _,_.-.--------Sa.7.7PLr_�- . .
^T NS IF A TIES NOT USED P (TABLE BL__.___-_-_-
RIDGE STRAP CONNECTIONS. COLLAR 1.9 PER _ ---______ _ _ _�LF__5L_ NOTES, -
GABLE RAKE C TAOKER.,__________________________fF(GURE BO)..___„_ -,__.�__FT(9MA1J-ER OF 2'OR L!t_�_ .
TRUSS OR RAFTER CONNECTIONS AT NONE OADBEARING WALLS 1. THIS�GNFJGLI5T SHALL MET',NIT.&ENTiR£TY,EXCLUDING THE SPECIFIC.D<�£P710N NOTED.IN 2,TO-:COMPLY lIIIiH THE
PROPRIETARY CONNECTORS T E OR REQJ2R : R THE W PH GUIDE: I,S ENTIRETY THEN THE rOLL _ ,a MET TR
REQUIREY,ENT6 OF - I:E ITEM',.IF THE CHECKW5T IS MET IN T H OWING AL 5 AP5
UPLIFT.._ ___.[TABLE ra)______-__ - _L,- - _� AND HOLD DOWN&AR ED E 'FGM IID M
LATERAL[NO.OF I6d COMMON NAIL6)..--------(TABLE 14).__________--------------------------;."T ✓ A,STEEL 57RAPS PER FIGURE 5' - _ ....SGV:L:
ROOF 5HEAT14ING TYPE..-.______ ,-______--____ (PER 180 CMR S8.00 AND 55,00).___ -_1L B,20 GAGE STRAPS PER FIG,-URE II
ROO S - - '
_.
F HEATHING THICKNESS._..,__ `�_ __________ _______________________________ _ JC1_IN.)T[I6°WSp->L G,UPLIFT 9TRAF'S.PCR FIGURE 14'
ROOF 5HEATHING FASTENING.______ _ _..._____-__._. (-ABLE L __ - -_-,---_ -_1L._ Dr ALL STRAPS PER FIGURE VT _ CEt i•1 ,Tp_L.10u PROVED BY. DRAWN-$__
___________________ -. SCiI -
C,CORNER STUD HOLD DOWNS PER F!GURE IBa AfAD FIGURE 16b - - Y��`
2. EXCEPTIONr OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTER WHEN 5%15 ADDED TO THE PERCENT FULL-HEIGHT SHEATHING DATE- �'-.�:Z igc.,�.---:: REVISED
REGIUIRE"IENT5 SHOWN IN TABLES 10 AND II, ' 1
B, THE BOTTOM 51LL PLANE IN EXTERIOR WALL$'5HALL BE A MINIMUM a IN.NOMINAL THICKNESS PRESSURE TREATED-2-GRADE,. �1 5-el T>=-
'4 A.FROM TABLE!O AND 11 AND,LOCATION OF WALL SHEATHING AND BUILDING A5PECT RATIO,DETERMINE PERCENT FULL HEIGHT -- '-" " - -
BREATHING AND NAIL SPACING REQUIREMENTS, DRAWING NUMOF
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DRAWING NUMBER
i
AWG GUIDE TO WOOD GONSTRUGTION IN HIGH WIND AREAS 110 MPH WIMP ZONE � CHL{K 110 MPH �X pol/ T 13 WI I PZO�V '•(UMBER OF
JOINT DESCRIPTION COMMON NUMBER oP
MASSACHUSETTS CHECKLIST FOR COMPLIANCE nao OMR 530i,T.l.II COMPLIANCE NAL5 BOX NAILS NAIL SPACING
LI SCOPE \� \ ROOF FRAMINCs
WI4D SPEED(3-SEC.GUST)-,__________---------------------------------------------------------
I10 MPH \ RIM BOARCKING TO RAFTERS(END-AICEDI 2-Bd
WIND FxP05l1RE CATEGORY._ _______________•_________________________.-_ -_,___-________________.B�L TYP.FIELD NALL SPACING _
RIM BOARD TO RAFTER(END-NAILED) 2 IOd EACH END
Dd COMMON b'O,C: 2"!6d 3 Ibd EACH END
WALL FR,4MING
1,2 APPLICABILITY •>''> _
NUMBER OF 5TORIES(A ROOF WHICH EXCEEDS a IN 12 SLOPE SHALL BE CONSIDERED A STO'=RY6TORIEb(Z•8T0RIE5_>�_. ttP.VI6°WOOD i.,•',.' (FACE NAILED)
(FIG 21 ___________________________C
K<12.@-� 8TRUCTURA PAv
J�PT<33,-AL ''
ROOF PITCH-----------------------------------------
(PIG 2) _________________________________
MEAN ROOF H,EIGHT_________________________________ F.I.<80_� '•-may±••.'.° :,,. •' .
TOP PLATE AT INTERSECTIONS
___.(FIG 3) \ _
9'TIID 70 STUD(FACE-NA!LEDI
HEADER TO HEADER(FACE-MAILED)
bdd
_______________________
BULDING wID'rN,W___.____ _ ht R<.Bp' FLOOR FRAMINCT
_-----------(FIG 3).___"__-__-__'_`_.____^__ I.s II \ •:
T JOINTS
BUILDING LENGTH,L-------------------- <3d_� •"N OE NAIL- 4-gq
� Ibidd 16"O.G.ALONG EDGES
BUILDING ASPECT RATIO(L/W)._______________________ (FIG 4).____-___-________________--_________.�T-- °
(FIG 4)._________________________________ -<68'-AL TYP,EDGE NAII.9PAC.ING .;•� ,•• _ _ _
J019f TO BILL,TOP PLATE OR GIRDER(T - cD7 4-.IOd i PER JOIST
ACH END
NOMINAL HEIGHT OF TALLEST OPENING" ..... COMMON 6"O,GJ `.•' - F1L r1CK.ING TO JOIST(TOE-NAILED) / )-Bd s!Otl
1.3 FRAMING CONNECTIONS �� � \` I •, BLOCKING,TO SILL OR TOP PLATE R fFAC(LED) 3-Ibd 4-I6d
-,L t • ,+ LEDGER STRIP TO BEAM OR GIRDER NAIL
ACH
_______________________________ ____.: NON- ',• ,• (FACE- ED) 3-a d 3_I6d
EEACH JL�T
GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.-_. (TABLE 2)..____ RAFTER CONNECTION A7N. JOIST ON LEDGER O BEAM(TOE'NAILEDJ 3-8d •.
I 7 •,TYP:H2.5 TIER `,<`,-' BAND JOIST TO.JOIST(END•NAILEp) `I� PER JOIST
3-16d 16d PER JOIST
2_I FOUNDATION LOADBEARING C` BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-Ibd 3 16d
FOUNDATION WALLS MEETING REpUIREMENTS OF ISO GMR 5404,1 ------• ----- �� STUD HEIGHT I I PER JOIST
CONCRETE._.__________________________.______.___. _� I UPLIFT, '• ROOF SHEATHINGT _
_____________-_________________-___-__-___________-_. I •w•'. - LOADBEARING
CONCRETE t"A+°ONRY.______-__..___________________ - MAX.WALL 11
T w' 6tvD HEIGHT WDOD STRUCTURAL PANELS
2,2 ANCHORAGE TO FOUND HEGH
ATION' I I L it rEAFT6Rb OR TRUSSES SPACED UP.TO 16"O.C. d
5/B'ANCHOR BOLTS IMBEDDED OR B/8°PROPRIETARY MECHANICAL.ANCHORS A5 AN ALTERNATIVE:N CONCRETE ONLY I -•'.' .WALL G _ -'• MAX lOd 6'EDGE/b°HELD
BOLT SPADING-GENERAL--------_----------------!TABLE 4).___________.______.__ _ ____-_.-_____.-IN.�L I, ! ': HEIGHT!O' RAFTERS OR TRUSSES$PACED OVER I6"O 8d IOq a°"DOE/4°FIELD
•._-__.,IN.<b"-@" +L I I I •> GAEOLPc ANDWALL RAKE OR RAKE TRU85 ad d EDGE/6 FIELD -
BOLT SPAGNG FROM END/JOINT OF PLATE. ____.(FIG 5)_____________ ________________ - _ '..� WITH NO GABLE-OVERHANG ro E ��
BOLT EMBEDMENT-CONCRETE___________________ _.(FIG.5).________,__-____-____,.______ -_�-IN.>)15"-]L_ } ,
-- -------------------- I RAKE TRUSS ad IOd _ EDGE/6 F
50l-T EMBEDMENT-MASONRY.____________________.(FIG 5) _.>3"X3'XI/4°�.- • OR RAKE TRU55 9d !Od 4 EDGE/4 FIELD
GABLE ENDWALL RAKE OR RA 6„ "
PLATEWASHER______________ ____________________(FIG S)-_____--____.___________________-. -
3,1 FLOORS D
W/STRUCTURAL OUP OOKERS
GABLE 134DWALL RAKE
W/LOOKOUT BLOCKS
H
FLOOR FRAMING MEMBER&PA•NS CHECKED------------(PER TBO GMR 59.00)._______________________0 -,L I - CEILING SHEATHING
MAXIMUM FLOOR OPENING DIMENSION________________ (PG b).______.___..____.___-______________ _.T_FT<17�._ _._
FULL NNGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)._______________
i
MAXIMUM FLOOR JOIST SETBACKS •> ° _
SUPPORTING LOADBEARING WALLS OR$HEARWALL.(FIG'U_-------______________________-------------- _(L FT<d�L- .. >.. ..
'„ GYPSUM WALLBOAR>9 5d COOLERS T" IO"FIELp
MAXIMUM CANTILEVEREP FLOOR JOIST _0 Fr<d .ATERAL ,•••;;•;, STRUCTURAL _
SUPPORTING LOADBEARING WALLS 0R SHEARWALL.(FIG BA__ __________________________________ °
,
,•>'•, /2 A FIBERBOARD PANELS
' WOOD � NPANE�B -
FLOOR BRACING AT C-NO:JALS_____________ _______(FIG^..J.____-_______-__________________________..____- .. B SPA
FLOOR SHEATHING ______- •' ,• _
G TYPE.____.__.___________________ _(PER T80 CMR 59.OW.._____-___.____-.__ _.�91--�- _ -
FLOOR SHEATH] THICKNESS._______________________.(PER T80 CMR 55.00) ._______________, _ I >•
•;•• +• 1 STUDS ZS/3pED UP TO 2
I/2°GYPSUM WALLBOARp4 D.C.
-- - - _ ___ _ __ (7ABLE_2)_8_Fi NAILS AT�G 14 EDGE/ n A FIELD�L I TYP.EDGE(TA OGLBLE - _-
Bd -IOd 6"EDGE-/12'FIELD
HORI
ad .3'EDGE/6'FIELD
Sd COOLERS l°EDGE/10"FEED
P_oOR SHEATHING FASTENING._______-.-__ 8HEAR NAIL EDGE fSTAixiEREP NAIL, FLOOR SHEATHING
PATTERN 6d COMMON! 5"O.G. _
4A WALLS uRAL PANELS -
WALL HEIGHT I • `` TYIP!�1VI6°WOOD 5TRUCiURAL
LOADBEARING WALi,B._.-__._..,________..____-___.(FIG 10 AND TABLE 5).__________________ FT<10'�% _ _I.+. ..,
f ed IOd 6°EDGE/12°FEED
NON-LOADBEARING WALLB._______________________('-IG 10 AMC)TABI-E 51._-_________________ S_FT C-r. I/ •, �VFjxTIGAL PANEL 9HEA;HIwa - __.�
WOOD bTRUCT'
I�WALL STUD SPAC ----------------(FIG 10 AND TABLE 6)-______-______ J4i1N<24°O.G.�-
_.___..-___-(F*1 4 B)___________________________________-FT<d.-1�_ 1 -
LESS
WALL STORY OFFSETS.__________________ I ;.: TYP,ING(0 C EDGE NAIL SENEIRAL NAILING 5C DU
GREATER THAN I� 6"EDGE./6"FIELD
LE
4.2 EXTERIOR U}ALLS> Y oPAGn+O.G 1 COMMON
WALL STUDS >
>
. LOADBEARING WALLS-----------------------------(TABLE 5)..______.-_____________.___-2X C,-_Z FT111�IN-�. II •:',.••. TYP.(FIELD NAIL DPACING
NON-LOADBEARING WALLS_________________________(TABLE 5).---------------------------2X2•_A_FT_ufN�....
.GABLE END WALL BRACING( _ COMMON _O. -
F:LLL.HEIGHT ENDWALL STUDS______________________(FIG IO)-_____-_____________
.LISP ATTIC FLOOR LENGTH-------------_________ _ (R311). ___- ____ __ -_____ __________-_2ir> .Sw
ad COIN G
F"T
GYPSUM CEILING LENGTH(IF WSP NOT USED)--------(FIG Ili_____________________ __ ______2 FT>0.9W
AND iX4 CONTINUOUS LATERAL BRACE n 6 PT,D.C.(FIG P)- -- ---- --- ------------ ---------••---•--• w_aT
OR I"CEILING FURRING 5TRIP9 u t6' SPACING MIN.WITH 2x4 BLOCKING s 4 FT.SPACING IN END-__.._-____-.. .: ' !' ___
JOL9T OR TRUSS BAYS------------- I � - - --
DOUBLE To"
PLATE 8 Ie,°d•e.°4w "' 1 d ,
_______.[FIG B.AND TABLE 6).________
dOLb;..E @�
SP40E LENGTH._ -
5PLICE CONNECTION NO.OF Ibd COMMON NAILS) (TABLE 6J___.,_________ __ ______________________..�._ -1L °.eL I t• ^. ° _ / .
LOAOBEARING WALL CONNECTIONS - e B a d•a - _ _ - �• d UBLE
LATERAL(NO,OF WIP COMMON NAILS).______ __ (TABLE V-__________________________-_______ ••� {I
>
NON•LAADBEARING WALL CONNEGTIONB a 24 o.C-MAK °'' ° 24°O.G.MAX."
LATERAL(NO.OF I6.d COMMON NAILS)._-_ ---(TABLE S)------- -- -- ---Z- n•° STJD 3PADING °dro ti.y^ �••° STUD 9PAG'NG I I I HEAD
PULL
LOAD BEARING'PALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 91 - .I I
• / : I I HEIGHT I I 1
HEADER ------------------------------(TABLE 91_____-_..____•.___________-. _T oJN.c II'__S� - .`d•a•.e d•e.°�•n.�d•n 1x a°Jn•.°d•n•. 1 .I 51uO
514E PLATE SPANS._-_ ________________________.(TABLE 9)-___-_-_________________-___�T_JN<!I�- '. •. e ' ' oyU
3 O ° ,I
F/LL HEIGHT STUDS(No.OF STUDS)-____-______ (TABLE°W._______-_____________________________.
NON LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE
HEADER SPANS _ __ ________________________(TABLE 97.____..._-.._______-_________._.�-.JT�JN.(12'-,L_
5iLL PATE SPANS ____ ______ ________ ___(TABLE 9). _____-_.._.____.____ _.��T�IN.(12�L �,p,I I'1 / �• STUD,
FULL HEIGHT STUDS(NO,OF STUDS).____-_______-(TABLE 9)._________________._____-...-.__-____ __.-_3_ MAXIMUM WALL S.TUD.HEI•.��'I F , e7T4C7.
ExT=ERIOR WALL SHEATHING TO RE618T UPLIFT AND SHEAR SIMULTANEOU5Ll4 - I -
t-(iNiMUn Bun:DINS DII'IENSION,(W) ,_•• -.A ._ .._ ION AND,LiIALL 8I4E'AT6-IINCa
NOMINAL HEIGHT OF TALLEST OPENHGy--_____._ _ ____________.._.___.__._-. -�(6'B"_-)L- .4�:FTFS�G n�NF('T, .. _
REQUIRES tEN7S AT EACH END OF HEADER J
SHEA T!-0hG TYPE. -_ ___________________ _ ___[NOfE 4)._____ ____.___.._.__-_____........_____...Iftu_ �_ - .
' L "IV itlily W.'_.IIN III-1f1111�1V
EDGE HAIL 5?ACING_ ___________________!TABLE 10 OR NOTE 4 IF�6S).__-_____-.- _ _ __IN._� -' _ -................ _.
�_111.
NIMUM NUMBER OF -(' -
FIELD NAIL SPAGNG _-(TABLE 10) ______.____.-.... 7 HEAADIER. 'JPI•IFT LATERAL -------------------------- --------•`-------- WL;--HEIGHTPAGE OF .- 12E (LA.) (LB.)SHEARCONNECTION NO.OF'Ibd COMMON NAIL5) (TABLE 10). _________________ _____-.__-_____-- _�L .. STUDS' �e 0-
PERCENT MALL-HEIGHT SHEATHIN-------------- 10)._._.---------------------_---------�.X -3L_' .J - -- ...<, ,. e ^r-
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8°?DESIGN CONCEPTS)______________ ____ ___ __ ___� 2` _ 2-2X4 I _- 2l1 __ 132 °Aa k da.°D•• RBIX.Te MD. °d°•.°de° -
MAXIM'JM BUILDING DIMENSION,(L) --� •,
NOMINAL HE.GHT OF TALLEST OPCNNGe.___________ ___ - 3 _ 2-2X4.. 7 416 196 ANCHOR
sHk�
5HF.ATHING T'-PE.__--------------------_--------MOTE 4)--------_----------------------------------.J.•.2°_ ._��I _ .. _ _ 264
n(°d°.
..: � Y 4' :-2X4 -2 554
- EDGE NAIL SPACING-----------_------------___...(TABLE If OR NOTE 4 IF.LESS)----
--- _.. ___--
NC" NAIL SPACING-------------___________I------------!TABLE I11-.--------. _---........ ---------_--..�IN,_-�_ � --•
• 3°Y9 i
°de 'de `de
3 .. 2-29e4��- � 3 693 :330 °`de.._ •°r•e °`da< e- / °n_ d
SHEAR CONNECTION(40.OF'bd COMMON NAILS) (TABLE IU_ _-_:_ _ _'-__._ _.________- ._�L.I\/PAGE OF :. 6' ,.2.-2X6 - 3„_� B31 396. -ie--•°.°-�--�-� ... -.--••-
PERCENT FJ�-•HEIGHT SHEATHING (TABLE IU.__ _ __ ___ __ % ,._.�[_V - - �`da ?e°-°d.°da .`D-e.°C -d .'d•a.`G•n.`d
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6,81'!DE5IGN CONCEPT5)................._--------- __.1L, l 2-2X5 3 9�0 462
WALL CLADDING B' 2-2XI2 _9 1,105 _- 528 -- - -
RATED FOR WIND SPEEDI______________-_--_______-._-_ __________.____________._.__-_-___._-__. __. _-
9' 3-2X10 3 241 5a4 °
5,1 ROOFS 10' .3_2X12 4 1,565 660
(ROOF FIRAMING N:e-IBER SPANS GHECKEDI(FOR RAFTERS USE AWC SPAN TOOL„SEE BPRS WEBSITEJ ._1L. '-'-- - '-- ----- • ({
TRRU68 GR RATLRPLIF GONNEGITORBONS AT LOA -------G WALLS URE 19Y.________ _ -.IJ FT<SMALER OF 2'OR L/3.�L_ - - < •. ..y IL' 4-2X}O 4 1,524 l26 -i CJT,.Ip
PROPRIETARY: ' NECT _.__-----------------IT 2).__--_ -- ----..__.._---.__----- _-,• ELF� TABLE 9. WALL OPENINC76 - HEAD;'1R5 SAND HEADER'S
LATERAL________ __________ _____ __________. ___ ............ ..----------------
SHEAR _ L" LF-..1� - .. V ARGLlND WALL GPENINCsS djr
{ C f4
-__-_________________ ________________.(TABLE 12)---------------------------- .Sa.7_1.F>LF-�_ N LCIADBEA
RIDGE 5R AP CONNECTIONS,IF COLLAR TIED NOT USED PER(TABLE MI. --------- _____......__ -- L-LF_.TL_ INOTES,
R I N
GABLE RAKE OUT..00KER____---------------_-------(FIGURE 2W ___.- _-__.�_FT<SMALLER OF 2'OR L/2__i - ..
WALLS ,
TRUS5 OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS I. THISGHEICLI6T SiLALL'i3E MET IN ENTIRETY,EXCLUDING THE SPECIFIC.E) EPTION NOTED. 7,tO:.GONPLY UJ1iH THE .. ..
PROPRIETARY CONNECTORS REQ4!REME14T8 OF T8'J CMR 530L2.I:61TEM'1.IF THE CHECKLIST 19 MET IN ITS ENTIRETY THEN YNE FOLLOWING METAL.STRAPS -
i AND HOLD DOWNS'ARE'NOT REWIRED PER THE WFCM 110 MPH GUIDE:
UPLIFT.-_ ____ __________ ______ __ _ __.(TABLE 14)-_________________- ___---_ ___- _- _-�_ - -
�� A.STEEL STRAPS PER FIGURE 5 '
__.
LATLR.iL NO.OF 16d COMMON NAIL6l..___.___.(TABLE 14).___________ _______________________.."X -_� _.__..._._VL"f..�'�r�•��L�G�, - .
ROOF SHEATHING TYPE.-________ _ ___ ________.(PER 180 GMR 56,00 AND 59.00)______________ �_. B°26 GAGE STRAPS PER FIC.,-URE II
____.
ROOF SHEATHING THICKNESS______________ _______ __ -_________-____-____ _ -____JL2-!N,)T/Ib°WSP_1L G>UPLIFT 9TRAPS..PER FIGURE 14 -
ROOF5H'EATHING FASTfl•UNG._------------------_..... (TABLE 2) -_-__ _ _ _-_-„___•____-_ �__ P:ALL STRAPS PER FIGURE Il � _SOAL'1E �1.�1�_1:10.'u PROVED BY:
E.CORNER STUD b10LD'DOWNS PER FIGURE I5B AND FIGURE IBb ..
2. EXCEPTION(OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5%1$ADDED TO THE PERCENT FULL-HEIGHT SHEATHING DATe:- .Gj-:`'TZ'°Ce�=:: REVISED -
REQUIREL•TENT5 SHOWN IN TABLES IP AND If.
5. THE BOTTOM-SILL PLANE IN EXTERIOR'WALLS SHALL BE A MINIMUM 2^IN.NOMINAL THICKNESS PRESSURE TREATED-2-GRADE " `, , �Y,�SIy t •i- � Y - ..
4 A.FROM TABLE 10 AMP II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERIMIIfM PERCENT FULL HEIGHT
SHEATHING AND NAIL SPACING REOWREMENTS. 1 DRAWING NNMDEfl
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FOR FIRST 22'' WASHED PEASDOU�iOIiE DATE: 2-ZZ-
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�� ':. ►.ls.-C;�Ic. "t'�o �"' DESIGN FLOW: ..._. BEDROOMS (.� GPD) _ ___ GPD
\ .�i. `�1�•�g4�.� P USE A _t3It GPD DESIGN FLOW: 4o q. o.I,�T1 vK �a.►sa�.t1�L? 2. MUNICIPAL WATER IS * A �+-
�\ SEPTIC TANK: g GPD (? ) a �-AALLONS 3. MINIMUM PIPE PITCH TO BE 1/9' PER FOOT.
� �'-�-- ��._.,,� --' � 4. DESIGN LOADING FOR ALL PRECAST UNITS TO 8E AASHO—H�.„r
r USE A 1-5D? GALLON SEPTIC TANK
Va " ����-� 5. PIPE JOINTS TO BE MADE WATERTIGHT. .
6! CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
y xl w f ENVIRONMENTAL CODE TITLE V.
- GPD
0\ �} �4Q BOTTOM�� M-)_ �7 x t�' ( �) GPD 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
x 5 eZ �� 1•,�. TOTAL. S.F. .Z!.'� GPD * _
PIPE FOR SEPTIC SYSTEM TO SCH. 40 4 PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
I INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
F r FROM BOARD OF HEALTH.
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SITE AND SEWAGE PIAN OF
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