HomeMy WebLinkAboutBLD-19-7156 -eirtstc1/. /° 4,
ONE & TWO FAMILY ONLY- BUILDING PERMIT
..
Town of Yarmouth Building Department ...
1146 Route 28, South Yarmouth,MA 02664-4492
508-398-2231 ext. 1261 Fax 508-398-0836
Massachusetts State Building Code,780 CMR %51$. •
Building Permit Application To Construct, Repair, Renovate Or Demolish
a One-or Two-Family Dwelling
,r7 This Section For Official Use Only RECEINED
Building Permit Number: /XL) 79 "02) yisk Date Applied:
JUN 1 4 2019
Building Official(Print Name) Signature BUIL — ENT
01,41-gr TION 1:SITE INFORMATION By _
‘./ 1.1 Pioyieirty2.0ddrzs:,7. 1.2 AssessorsiliVi&Parcel NumbersAey, 3
1.1a Is this an accepted street?yes no Map Number 6ci Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: Outside Flood Zone?
Public 0 Private 0 Check if yes0 Municipal 0 On site disposal system El
SECTION 2: PROPERTY OWNERSHIP'
24 Owner'of ',..ccord:
0/4.
Name(Print) City,State,ZIP
t/ 3v PA:7), 5177-3Ch-69 pi,
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORIe(check all that apply)
New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0
Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:
Brief Description of Proposed Work2:
/.21x a d 061. U(.1.
• _tJ
Qof 4%1)
SECTION 4:ESTIMATED CONSTRUCTION COSTS -
Estimated Costs
tern :
I Official Use Only
(Labor and Materials)
1.Building 1. Building Permit Fee $ I ri(.3 _Indicate how fee is determined:
2 Electrical Standard City/Town Application Fee
.
0 Total Project Cost'(Ina 6)x multiplier x
3.Plumbing 2. Other Fees: $ S CA
4.Mechanical (HVAC) $ List
5.Mechanical (Fire/
$
Suppression) Total All Fees:$
Check N . Check Amount: Cash Amount:
6.Total Project Cost: $
0 Paid in Full 41 Outstanding Balance Due: 6
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
License Number Expiration Date
Name of CSL Holder
List CSL Type(see below)
No.and Street Type Description
U Unrestricted(Buildings up to 35,000 cu.ft.)
R Restricted I&2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
No.and Street
Email address
City/Town,State,LLP Telephone
SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes 0 No ❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,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.
Print Owner's Name(Electronic Signature) Date
•
SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
Print OI+hier's or Authorized Agent's Name(Electronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) , Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
The Commonwealth of Massachusetts
?Wit 1,
Department of Industrial Accidents
=_� _= 1 Congress Street, Suite 100
14 ==���-~ Boston, MA 02114-2017
5.•'y www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): 4 e>.. 1 r j s v� ; r•
Address: 3 4' t.C) A e .t ?A..
City/State/Zip: `JW>,,,,,t I"1 g c y plc Phone #: 51.11, —3 d t7— '> F 9
Are you an employer?Check the appropriate box:
Type of project(required):
I.0 I am a employer with employees(full and/or part-time).*
7. ❑New construction
2.0 I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling •
any capacity.[No workers'comp.insurance required.]
3. m a homeowner doing all work myself. [No workers'comp. insurance required.]1. 9. ❑ Demolition
V 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition
ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions
proprietors with no employees.
12.0 Plumbing repairs or additions
5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet.
These sub-contractors have employees and have workers'comp.insurance.t 1 •❑Roof repairs
6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[I]Other
152,§1(4),and we have no employees.[No workers'comp.insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00
and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby certi nder the and penalties of perjury that the information provided above is true and correct
Signature: r � ✓lame Date: 6/3A
Phone#: 5 _0 � 3L' - 4/i) $)9
Official use only. Do not write in this area, to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
1. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector
6. Other
Contact Person: Phone#:
T
o� YARDE TOWN OF YA MOUiH
o�. BUILDING DEPARTMENT
n„=n‘ =�% � 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261
HOMEOWNER LICENSE EXEMPTION
PLEASE PRINT:
DAM,: G//Vi I
JOB LOCATION: 565e®hNnc�.�Y eV ee,djsf411 -`/4,+'r
NAME STREET ADDRESS SECTION OF TOWN
"HOMEOWNER" JC) A ,/,;e„ FOq —)9.0 -12N z 3'oa �3� 7 -� ?, ✓
TAME�T HOME PHONE WORK PHONE
PRESENT MAILING ADDRESS ,5 a RA-- It/ tar n �
5 (2, 1 3
CITY OR TOWN STATE %I P CODE
The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units
and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such
homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1)
Definition of Homeowner:
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to
be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who
constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall
submit to the building official, on a form acceptable to the building official,that he/she shall be responsible for all
such work performed under the building permit. (Section 110 R5.1.3.1)
The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other
applicable codes, by-laws,rules and regulations.
The undersigned `homeowner' certifies that he / she understands the Town of Yarmouth Building Department
minimum inspection procedures and requirements and that he / she will comply with said procedures and
requirements.
HOMEOWNER"S SIGNATURE G4
APPROVAL OF BUILDING OFFICIAL
INSURANCE COVERAGE:
I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL
Ch.142. Yes No
If you have checked des, please indicate the type coverage by checking the appropriate box.
A liability insurance policy Other type of indemnity Bond
OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement.
Check one:
Signature of Owner or Owner's Agent Owner Agent
h:homeownrlicexemp
TOWN OF YARMO UTH
o BUILDING DEPARTMENT
,$ 1146 Route 28, South Yarmouth,MA 02664
tom•• 5-� 508-398-2231 ext. 1261 Fax 508-398-0836
V
BUILDING DEPARTMENT
DEMOLITION DEBRIS DISPOSAL AFFIDAVIT
Pursuant to M.G.L Chapter 40,Section 54 and 780 CMR, Chapter 1, Section 111.5,
•
I hereby certify that the debris resulting from the proposed work/demolition to be de3-/-
conducted at 3 l �6 Q i
Work Address
Is to be disposed of at the following location:
Said disposal site shall be a licensed solid waste facility as defined by M.C.L.
Chapter 111, Section 150A.
.4//
Signature of Application Date
Permit No.
YARMOUTH WATER DIVISION
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
PH.: 508.771.7921
FAX: 508-771-7998
BUILDING PERMIT APPLICATION
DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET
J
Bldg. Site Location R y weLcs:77- Map #: Lot #:
Proposed Improvement: Jb ,,- ��' �
Applicant: ° s'
PP PivLr,c,r-, r e
LAddress OPr.1 Tel. #: 50F^')qe -11 z Date Filed:
RESIDENTIAL AND / OR COMMERCIAL BUILDING
Water Department: Determines Compliance of Water Availability and or Existing Location
Engineering Department: Determines Compliance for Parking and Drainage
Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of
Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc...
Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements
for Septage Disposal and other Public Health Activities
Fire Department: Determines Compliance to State and Town Requirements for Personal,
Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc...
Si ture of applicant ate
PLEASE NOTE:
COMMENTS:
Reviewed by: Water Division Date
T TOWN OF YARMOUTH
HEALTH DEPARTMENT
s, c
PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: 3 esj— PRA—
Proposed Improvement: rig.) ors!/fib�- /2�x art
Applicant: -3 oS h �, �^'rya r,,, Tel. No.: 5 's"fig" '► -''
Address: 3 11 i i Date Filed: 05/ 9
"If you would like e-mail notification of sign off please provide e-mail address:
Owner Name: Jo c p A Ci r' r �
Owner Address: -1`1 Cave rill—Pt,-Y)___ Owner Tel. No.: S(5 ) -/4 4i L
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
Note:Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: DATE: i3 C -
PLEASE NOTE
COMMENTS/CONDITIONS:
et,611_ E'� _RW:
s aR i i:, _ -
O9 27 20 19 =4 :'206
1,S p,
_,---_• -.: reTOWN OF YARMOUTH
BOARD OF APPEALS i-`_ _ rg.,2 R`
0u - __ 44;''''-i DECISION `�� `3 ' �=° =
'.,` 6 1,
'1l121C4E*.
FILED WITH TOWN CLERK: September 6,2019 ' fr `.? - ?el'
PETITION NO: #4817
HEARING DATE: August 22,2019
PETITIONER: Joseph & Susan Finnemore
PROPERTY: 34 Cocheset Path, West Yarmouth,MA 02673
Map & Lot#:0064.23; Zoning District: R-40
Book/Page: 6550/318
MEMBERS PRESENT AND VOTING: Sean Igoe, Chairman,Richard Martin, Susan Brita,
Thomas Nickinello, and Thomas Baron.
Notice of the hearing has been given by sending notice thereof to the Petitioner and all those owners
of property as required by law, and to the public by posting notice of the hearing and publishing in
The Register,the hearing opened and held on the date stated above.
The Petitioners are Joseph and Susan Finnemore. The relief sought is a Special Permit pursuant to
Zoning By-law §202.5 (footnote 5) or in the alternative a Variance, to construct an addition to an existing
barn to create garage space or storage for more than 3 vehicles.
The Board received no correspondence from neighbors.
During the Board's discussion Mr. Baron noted that the property, while not so stated in the Petitioner's
application, was located within the APD (Aquifer Protection District) and that the application for relief
should be amended to reflect that the property lies within the APD.
The Petitioner agreed to amend his Petition, and assured the Board that there would be no hazardous
materials stored,nor any activities or uses conducted at the site that run contrary to APD prohibitions.
Mr. Martin noted that there is a temporary storage shed on the site that encroaches over the rear lot line
onto town property. The Petitioner agreed to remove the shed.
Overall, the Board felt that the addition would have a minimal impact on the immediate neighbors due to
the site being a considerable distance from and out of view from its neighbors. In addition, the Board
determined that the relief requested would not be more substantially detrimental to the neighborhood or the
surrounding zoning district nor would it cause any undue hazard, nuisance or congestion nor result in
substantial harm to the existing or future character of the neighborhood or Town.
A Motion was made by Mr. Martin and seconded by Ms. Brita to grant the relief as requested with the
following conditions:
1. That the temporary storage building located on town property be removed within 60 days from
completion of the new addition.
2. That the Petitioner's application be amended to reflect that the site is within the APD.
The Board voted unanimously to approve the Special Permit
A Motion was made by Mr. Martin and seconded by Ms. Brita to allow the Petitioner to withdraw his
request for a Variance without prejudice. The Board voted unanimously in favor.
No permit shall issue until 20 days from the filing of this decision with the Town Clerk. This
decision must be recorded at the Registry of Deeds and a copy forwarded to the Board of Appeals.
Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within
20 days after filing of this notice/decision with the Town Clerk. Unless otherwise provided herein,
the Special Permit shall lapse if a substantial use thereof has not begun within 24 months. (See
bylaw,MGL c40A§9)
Se oe, Chairman
oF'Y`gk . COMMONWEALTH OF MASSACHUSETTS
. 74, TOWN OF YARMOUTH
BOARD OF APPEALS
�TT,CME�h:
Appeal#4817 Date: September 27,2019
Certificate of Granting of a Special Permit
(General Laws Chapter 40A, section 11)
The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Special
Permit has been granted to:
Joseph R. Finnemore and Susan Finnemore
34 Cocheset Path
West Yarmouth,MA 02673
Affecting the rights of the owner with respect to land or buildings at: 34 Cocheset Path, West
Yarmouth, MA Zoning District: R-40; Map & Lot#: 0064.23; Book/Page: 6550/318 and the said
Board of Appeals further certifies that the decision attached hereto is a true and correct copy of
its decision granting said Special Permit, and copies of said decision, and of all plans referred to
in the decision, have been filed.
The Board of Appeals also calls to the attention of the owner or applicant that General Laws,
Chapter 40A, Section 11 (last paragraph) and Section 13, provides that no Special Permit, or any
extension, modification or renewal thereof, shall take effect until a copy of the decision bearing
the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been
filed in the office of the Town Clerk and no appeal has been filed or that, if such appeal has been
filed,that it has been dismissed or denied, is recorded in the Registry of Deeds for the county and
district in which the land is located and indexed in the grantor index under the name of the owner
of record or is recorded and noted on the owner's certificate of title. The fee for such recording
or registering shall be paid by the owner or applicant.
Se i
;l °� y t, TOWN OF YARMOUTH
. E _ Town
-1i.�1 1146 ROUTE 28, SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Clerk
'__ Telephone(508)398-2231 Ext. 1285, Fax(508)398-0836
CERTIFICATION OF TOWN CLERK
I, Philip B. Gaudet, III, Town Clerk, Town of Yarmouth, do hereby certify that 20 days have
elapsed since the filing with me of the above Board of Appeals Decision#4817 that no notice of
appeal of said decision has been filed with me, or, if such appeal has been filed it has been
dismissed or denied. All appeals have been exhausted.
,. t;x04,e, - ' i 1‘
iitteir
,v51., ..ii .,i .
` , ,, :'I,• Y nude , II
rf
Clerk
BARNSTABLE REGISTRY OF DEEDS
John F. Meade, Register
FROM :Sweetser Engineering FAX NO. :508 398 3063 Aug. 01 2006 09:03AM P1
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ROBIN y 6
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is Na 313ai '' oj
sua, • COCHESE1'PAIN
TO THE BEST OF MY INFORMATION, "PROPOSED" PLOT PLAN
KNOWLEDGE, AND BEUEF THE WEST YARMOUTH, MASS.
STRUCTURES SHOWN ON THIS PLAN LOT 12 PB 439 PG 24
HAS BEEN LOCATED ON THE GROUND . DATE_ 07/31/06 SCALE 1" = 60'
AS INDICATED. JOB 6408-00 CLIENT FnNNEM0RE
01/31/O6 Z2 SWEETSER ENGINEERING
295 GREAT WESTERN ROAD
DATE PROFESSIONAL LAND SURVEYOR BOX 713 SOUTH DENNIS, IcA o2660
en. 5oePO-3Ba-3923 tom. 5oe-aoa-3083
34 cock E ", ST
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
0 Check
Compliance
1.1 SCOPE
Wind Speed(3-sec.gust) 110 mph x_/
Wind Exposure Category B _✓
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) l stories 5 2 stories
Roof Pitch (Fig 2) 4" <_12:12 _�
Mean Roof Height (Fig 2) ZD ft 5 33' ✓
Building Width,W (Fig 3) i L ft 5 80' ✓
Building Length,L (Fig 3) ?� 5 30'
Building Aspect Ratio(LNV) (Fig 4) 1 �j
Nominal Height of Tallest Opening2 (Fig 4) 5 6'8"
1.3 FRAMING CONNECTIONS
General compliance with framing connections (Table 2) AZ
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete �
Concrete Masonry
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) -AiL`t in. le"Bolt Spacing from end/joint of plate (Fig 5) ' in.5 6"—12"
Bolt Embedment—concrete (Fig 5) a_in.>_7"
Bolt Embedment—masonry (Fig 5) in.>_ 15" I,/Id
Plate Washer (Fig 5) z 3"x 3"x'/." �
3.1 FLOORS ��G2�
Floor framing member spans checked (per 780 CMR Chapter 55)
Maximum Floor Opening Dimension (Fig 6) O ft<_12'
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)
Maximum Floor Joist Setbacks •'
Supporting Loadbearing Walls or Shearwall (Fig 7) ��,it! err- ft 5 d °If A-
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall (Fig 8) _ft 5 d
Floor Bracing at Endwalls (Fig 9) 4
Floor Sheathing Type (per 780 CMR Chapter 55).�rp4�r.��1rf
. ! . ' A(A
Floor Sheathing Thickness (per 780 CMR Chapter 55) in. V
Floor Sheathing Fastening (Table 2)..._d nails at in edge/_in field A/
4.1 WALLS
Wall Height 14 Wat—t.. Irkt .
Loadbearing walls (Fig 10 and Table 5) ft 5 10' A!—
Non-Loadbearing walls (Fig 10 and Table 5) ft 5 20' ii
Wall Stud Spacing (Fig 10 and Table 5) /G in.<_24"o.c.
Wall Story Offsets (Figs 7&8) _ft 5 d /y//,4-
4.2 EXTERIOR WALLS3
Wood Studs
1!.ft D in.-
Loadbearing walls (Table 5) 2x 6
Non-Loadbearing walls (Table 5) 2x -_ft_in. A/4—
Gable End Wall Bracing 1
Full Height Endwall Studs (Fig 10) 1/
WSP Attic Floor Length (Fig 11) ft>_W/3
Gypsum Ceiling Length(if WSP not used) (Fig 11) VIA z 0.9W
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11) ✓/
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays ✓
Double Top Plate /
Splice Length (Fig 13 and Table 6) G ft �t/7/
Splice Connection(no.of 16d common nails) (Table 6) G
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
Loadbearing Wall Connections Z
Lateral(no.of 16d common nails) (Tables 7)
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails) (Table 8) _2._
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) /
Header Spans (Table 9) t 1 ft_in. <11' ✓/
Sill Plate Spans (Table 9) 3 ft_in._< 11' i/
Full Height Studs (no.of studs) (Table 9) —
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans (Table 9) ft_in.<_12' LA
Sill Plate Spans (Table 9) _ft_in.<12"
Full Height Studs(no.of studs) (Table 9) 4
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 < 8"
Sheathing Type (note 4) 7.:n..11.'. 7//4i
Edge Nail Spacing (Table 10 or note 4 if less) _ee__in.
Field Nail Spacing (Table 10) /Z in.
Shear Connection(no.of 16d common nails)(Table 10)
Percent Full-Height Sheathing (Table 10) e
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) A/A
Maximum Building Dimension, L
Nominal Height of Tallest Opening2 <6'8"
Sheathing Type (note 4) 7-1lj 7h/G AO,
Edge Nail Spacing (Table 11 or note 4 if less) 4 in. _�
Field Nail Spacing (Table 11) 'G in. _IG
Shear Connection(no.of 16d common nails)(Table 11) Fr
Percent Full-Height Sheathing (Table 11) V1.
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) AIh.
Wall Cladding
Rated for Wind Speed?
5.1 ROOFS
Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) ' /
Roof Overhang (Figure 19) _ft s smaller of 2'or U3 ✓
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors /
Uplift (Table 12) U 365 plf ✓
Lateral (Table 12) L=t16,plf _LG
Shear (Table 12) S= 13 plf ___IC
Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T=1 40 plf —IL
Gable Rake Outlooker (Figure 20) I ft<_smaller of 2'or L/2
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift (Table 14) U= lb. *1.
Lateral(no.of 16d common nails)...(Table 14) L= lb.
Roof Sheathing Type (per 780 CMR Chapters 58 ancl 59)
Roof Sheathing Thickness 7.q.in...?7/16"WSP �
Roof Sheathing Fastening (Table 2) 8.... (
Notes:
1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a.Steel Straps per Figure 5
b.20 Gage Straps per Figure 11
c.Uplift Straps per Figure 14
d.All Straps per Figure 17
e.Comer Stud Hold Downs per Figure 18a and Figure 18b
2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade.
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.
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. 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
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See Detail on Next Page
Vertical and Horizontal Nailing
for Panel Attachment
s
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.21.1)1
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PANEL EDGE DOUBLE HAL EDGE SPAGSIG DUAL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
FROM :Sweetser Engineering FAX NO. :508 398 3063 Aug. 01 2006 09:03AM P1
4. 4. 77.74'
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T T199 ' AEG 012006
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LOT 12
5O,63.38 f S.F. N
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261.15'
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RECEIVED
ARK MUST C S, F I 'MU
TO ALL
JUN 1 2019 L N :YLAyW��� R- ULATIONSv
HEALTH DEPT.• F F
ARMOUTH WAT DEFT DATE
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TO THE BEST OF MY INFORMATION, "PROPOSED" PLOT PLAN
KNOWLEDGE, AND BEUEF THE WEST YARMOUTH, MASS.
STRUCTURES SHOWN ON THIS PLAN LOT 12 PB 439 PG 24
HAS BEEN LOCATED ON THE GROUND DATE_ 07/31/06 SCALE 1' = 60'
AS INDICATED. JOB 6408-00 CLIENT FNNNEMORE
07 31 O6 SWEETSER ENGINEERING
/ / . 235 GREAT WESTERN ROAD
DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS, 31* 02660 •
on. SOB-398-3922 fox. 505-30e-0063 •