HomeMy WebLinkAbout0105 BAY ROAD _ ..ASFy, er�w 1ir�i. R �.�,;,Q,,•' CEP
Town of Barnstable
iswxrrsri�s[.e. Building Department-200 Main Street
Hyannis, MA 02601
TFaMA'�° Tel. (508) 862-4038
Certificate Of Occupancy
Permit Number: B-17-502 CO Issue Date: 3/21/2018
Parcel ID: 007-032 Zoning Classification: RF
Location: 105 BAY ROAD, COTUIT Proposed Use:
Name of Tenant: Sprinklers Provided:
Gen Contractor: MARK VOLLMER
Permit Type: Residential - Land
Type of Construction:
Design Occupant Load: 0
Comments: 3 Bedroom single Family home 9th edition 780 CMR No spinkler installed or required
22
Building Official Date:
A Certificate of Occupancy is Required Prior to Occupying Space
Building Code: 780 CMR 8th Edition
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Town. of Barnstable
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Post Th�sCard So That%tt is Visible:From the Street Approved•PlansMust,be Retained on,Job,and thisMCard Must be,Kept
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��Posted Until„Finallnspection as Been.Made ,, .
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boo+" Where a Certificate;of Occupancyis Required„siach.Bu ld�ng,shall"Not be,Occupied until a.Final^Inspectionshas been made. a 1t
Permit NO. B-17-502 Applicant Name: MARK VOLLMER Approvals
Date Issued: 03/29/2017 Current Use: Structure
Permit Type: Building New Construction'-1 or 2 family" Expiration Date: 09/29/2017 Foundation:
Yp g- Y,
Residential Map/Lot:- 007-032. Zoning District: RF Sheathing:
Location: 105 BAY�ROAD,COTUITY F
s ,Contractor Name MARK-VOLLMER Framing: 1
Owner on'Record: BRITT JOHN K _ � _
� ` Contraetoicense: 109558 2
Address: 334 WAQUOITROAD
} = EstProectCost $400,000.00 Chimney:
COTUIT,`MA�02635 �
r Permit Fee. $.2,165.00 '
Insulation:
Description: Build a new singlefamily home as per plan 3Bedroom home �
s Fee Paid' S,2,165.00
Project Review Req: Build'a new single family home:as perrplan 3 Bedroom homes Date 3/29/2017
Fin 1:
Plumbing/Gas
Rough,Plumbing:
. Buildin Official 9 :
g Final Plumbing: f.,<y
This permit shall be deemed abandoned and invalid unless the!work authonzed,by this per is commenced within six months after issuance.
r � M Rough Gas:
All work authorized_by this permitshall conform to the approved application and tkee approved construction documents1or,wN ;'s.permithas:been granted.
All construction,alterations and changes of use of any building and structu�estshall be in compliance with the local zornngby lawsand codes.
Final Gas: ✓. 3-7-/Y /�e
This permit shall be displayed in a location'clearly visible from access street oruroad and shall be maintained open for publicAnspection for the entire duration of the
work until the completion of the same. •' � �
} Electrical
The Certificate of Occupancy will-not be issued until all applicable signatures bythe Bwldmg and Fire Officals are provided on this permit. Service:
�4 Nam` y`s«`S':.A 5... � ,7-a Y �Fa 'IT.SC;
Minimum of Five Call Inspections Required forAll Construction Works. �r
1.Foundation or Footing_ � � � Rough: - _.•.
2.Sheathing Inspection,
»�.h�� °`
3.All fireplaces must be inspected at the throat level before;firest flue lining is installed Final:
3 6
4.Wiring&Plumbing Inspections to be complete&prior.to.Frame Inspection
S.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.lnspector has approved the various stages of construction. Final:
"Persons contracting with.unregistered contractors do not have access to the:guaranty fund" (as set forth•in:MGL c.142A).
Fire D
Buildingplans are be available on site
epart n
p _ Final: j�
All Permit Cards are the property of the-APPLICANT-ISSUED RECIPIENT
Horne Energy Rating certificate
Property HERS
VollmerEtSon Construction Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski
105 Bay Road Rating Date: 2018-01-31 Rating Number: 37504
Cotuit,MA 02635 Registry ID: 180808737
Estimated Annual Energy Cost
Use MMBtu Cost Percent
HERS Index: 59 Heating 51.3 $720 34%
General Information Cooling 2.3 $123 6%
Conditioned Area 2530 sq. ft. House Type Single-family detached Hot Water 11.3 $143 7%
Conditioned Volume 21160 cubic ft. Foundation Unconditioned basement Lights/Appliances 25.5 $1103 53%
Bedrooms 3 Photovoltaics -0.0 $.0 -0%
Service Charges $0 0%
Mechanical Systems Features Total 90.3 $2090 100%
Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE.
Cooling: Air conditioner, Electric, 13.0 SEER. I Criteria
Water Heating: Instant water heater, Natural gas, 0.93 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following:
Duct Leakage to Outside 87.00 CFM25. 2015 International Energy Conservation Code
Ventilation System Balanced: HRV, 117 cfm, 54.0 watts.
Programmable Thermostat Heat=Yes; Cool=Yes
Building Shell Features
Ceiling Flat R-43.2 Slab None
Sealed Attic NA Exposed Floor R-30.0
Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.310
Above Grade Walls R-20.0 Infiltration Rate Htg: 962 Clg: 962 CFM50
Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company
Energy Raters of Mass
Lights and Appliance Features 180 State Road Suite 2 Upper
Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Sagamore Beach,Ma 02562
Percent Garage Lighting 100.00 Clothes Dryer Fuel Natural gas 508-833-3100
Refrigerator (kWh/yr) 607 Clothes Dryer CEF 2.32 Info@energycodehelp.com
Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater:
REM/Rate- Residential Energy Analysis and Rating Software v15.4.2
This information does not constitute any warranty of energy cost or savings. O 1985-2017 Noresco, Boulder, Colorado.
The Home Energy Rating Standard Disclosure for this home is available from the rating provider.
2015 IECC Energy cost Compliance
Property Organization HERS
VollmerBSon Construction Home Energy Raters LLC. Confirmed
105 Bay Road 888-503-2233 2018-01-31
Cotuit,MA 02635 Andrew Popielarski Rating No:37504
RaterID:5363711
Weather:Barnstable AP,MA Builder
Bay Road 105 VollmerBSon Construction
Bay Road 105 C 15.4.big
Annual Energy Cost $/yr
2015 IECC As Designed
Heating 867 813
Cooling 227 209
Water Heating 264 261
SubTotal-Used to Determine Compliance 1358 1283
Lights l3 Appliances 1178 1103
Photovoltaics -0 -0
Service Charge 0 0
Total 2536 2386
Mandatory Requirements
Annual Energy Cost Check PASSES
Duct Insulation R-Value Check(per Section 405.2) PASSES
Window U-Value and SHGC Check(per Section 402.5) PASSES
Home Infiltration (Section 402.4.1) PASSES
Duct Testing (Section 403.3.3) PASSES
Mechanical Ventilation(Section 403.6) PASSES
Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES
Mandatory Requirements Check Box(2015 IECC) PASSES
This home MEETS the annual energy cost requirements of Section 405 of the 2015 Internati kEnyCo ervation Code
based on a climate zone of 5A. In fact,this home surpasses the requirements by 5.5%.
Name Andrew Popielarski Signature
Organization I Home Energy Raters LLC. Date 2 Febr ary 2018
In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to
calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the
design home as specified in the 2015 IECC. These standards are subject to change, and software updates should be obtained
periodically to ensure the compliance calculations reflect current federal minimum standards.
REM/Rate-Residential Energy Analysis and Rating Software v15.4.2
This information does not constitute any warranty of energy cost or savings.
O 1985-2017 Noresco, Boulder, Colorado.
Air Leakage
Property Organization HERS
Vollmerl*Son Construction Home Energy Raters LLC. Confirmed
105 Bay Road 888-503-2233 2018-01-31
Cotuit,MA 02635 Andrew Popielarski Rating No:37504
RaterID:5363711
Weather:Barnstable AP,MA Builder
Bay Road 105 VollmerlrSon Construction
Bay Road 105 C 15.4.b1g
Whole House Infiltration Blower Door Test
Heating Cooling
Natural ACH 0.17 0.14
ACH @ 50 Pascals 2.73 2.73
CFM @ 25 Pascals 613 613
CFM @ 50 Pascals 962 962
Eff. Leakage Area (sq.in) 52.8 52.8
Specific Leakage Area 0.00014 0.00014
ELA/100 sf shell(sq.in) 0.83 0.83
CFM50/sf shell 0.15 0.15
Duct Leakage
Leakage to Outside Units 1st duct 2nd duct
CFM @ 25 Pascals 39 48
CFM25/ CFMfan 0.0429 0.0527
CFM25 / CFA 0.0359 0.0332
CFM per Std 152 N/A N/A
CFM per Std 152 / CFA N/A N/A
CFM @ 50 Pascals 61 75
Eff. Leakage Area (sq.in) 3.36 4.13
Thermal Efficiency . N/A N/A
Total Duct Leakage Units CFM25/CFA CFM25/CFA
Total Duct Leakage 0.0359 0.0332
Ventilation Mechanical Balanced ASHRAE ASHRAE
Sensible Recovery Eff. (%) 66.0 62.2-2010 62.2-2013
Total Recovery Eff. (%) 36.0
Rate (cfm) 117 55 66
Hours/Day 14.0 24.0 24.0
Fan Watts 54.0
Cooling Ventilation Natural Ventilation
ASHRAE 62.2 - Ventilation Requirements
The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which wilt meet the'whole-building
requirement under that version of the standard. Both values incorporate any appropriate'infiltration credit'. Intermittent
mechanical ventilation may be used if the flow rate is adjusted accordingly. For example, the runtime can be reduced to 12 hours
per day using a doubled flow rate, as long as the system provides ventilation at least once every 3 hours. For more detail, refer to
the appropriate standard.
REM/Rate-Residential Energy Analysis and Rating Software v15.4.2
This information does not constitute any warranty of energy cost or savings.
0 1985-2017 Noresco, Boulder, Colorado.
RESNET Here Energy Rating
Standard Disclosure
For home located at: 105 Bay Road
City: Cotuit State: MA
1. n The Rater or Rater's employer is receiving a fee for providing the rating on this home.
2. ❑X In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home.
A. Mechanical system design
B. Moisture control or indoor air quality consulting
X C. Performance testing and/or commissioning other than required for the rating itself
D. Training for sales or construction personnel
E. Other(specify below)
3. FX1 The Rater or Rater's employer is:
A. The seller of this home or their agent
B. The mortgagor for some portion of the financial payments on this home
X C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home
4. The Rater or Rater's employer is a supplier or installer of products, which may include:
Installed in this home by: OR is in the business of:
HVAC Systems Rater Employer Rater Employer
Thermal Insulation Systems Rater Employer Rater Employer
Air sealing of envelope or duct systems Rater Employer Rater Employer
Windows or window shading systems Rater Employer Rater Employer
Energy efficient appliances Rater Employer Rater Employer
Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer
Other(specify below): Rater Employer Rater Employer
5. This home has been verified under the provisions of Chapter 6, Section 603'Technical Requirements for Sampling of the
Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).
I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the
rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential
Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter
One,4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf.
The Home Energy Rating Standard Disclosure for this home is available from the rating provider.
Andrew Popielarski 5363711
Rater's Printed Name Certification!#
-' February 02, 2018
Rater's Signatures Date
G
RESNET Form 0300-2
REM/Rate-Residential Energy Analysis and Rating Software v15.4.2
This information does not constitute any warranty of energy cost or savings.
O 1985-2017 Noresco, Boulder, Colorado.
ENERGY STAR Qualified Homes
Thermal Bypass Inspection Checklist
Home Address: City: State:
Thermal Bypass Inspection Guidelines Corrections Builder Rater " NIA
Needed Verified Verified
1. Overall Air Barrier Requirements:
and Thermal Insulation shall be installed in full contact with sealed interior and exterior air barrier except for alternate to interior air barrier
Barrier Alignment under item no.2 Walls Adjoining Exterior Walls or Unconditioned Spaces)
All Climate Zones:
1.1 Overall Alignment Throughout Home
1.2 Garage Band Joist Air Barrier(at bays adjoining conditioned space)
1.3 Attic Eave Baffles Where Vents/Leakage Exist
Only at Climate Zones 4 and Higher:
1.4 Slab-edge Insulation(A maximum of 25%of the slab edge may be
uninsulated in Climate Zones 4 and 5.) V
Best Practices Encouraged,Not Re 'd.:
1.5 Air Barrier At All Band Joists(Climate Zones 4 and higher)
1.6 Minimize Thermal Bridging(e.g.,OVE framing,SIPs,ICFs)
2. Walls Adjoining Requirements:
Exterior Walls or Fully insulated wall aligned with air barrier at both interior and exterior,OR
Unconditioned Alternate for Climate Zones 1 thru 3,sealed exterior air barrier aligned with RESNET Grade 1 insulation fully supported
Spaces Continuous top and bottom plates or sealed blocking
2.1 Wall Behind Shower/Tub
2.2 Wall Behind Fireplace
2.3 Insulated Attic Slopes/Walls
2.4 Attic Knee Walls
2.5 Skylight Shaft Walls
2.6 Wall Adjoining Porch Roof
2.7 Staircase Walls
2.8 Double Walls
3. Floors between Requirements:
Conditioned and Air barrier is installed at any exposed fibrous insulation edges
Exterior Spaces Insulation is installed to maintain permanent contact with sub-floor above including necessary supports(e.g.,staves fdr -
blankets,netting for blown-in)
Blanket insulation is verified to have no gaps,voids or compression.
Blown-in insulation is verified to have proper density with firm packing
3.1 Insulated Floor Above Garage
3.2 Cantilevered Floor
4. Shafts Requirements:
Openings to unconditioned space are fully sealed with solid blocking or flashing and any remaining gaps are sealed with
caulk or foam(provide fire-rated collars and caulking where required)
4.1 Duct Shaft
4.2 Piping Shaft/Penetrations
4.3 Flue Shaft
5. Attic/Ceiling Requirements:
Interface All attic penetrations and dropped ceilings include a full interior air barrier aligned with insulation with any gaps fully sealed
with caulk,foam or tape
Movable insulation fits snugly in opening and air barrier is fully gasketed
5.1 Attic Access Panel(fully gasketed and insulated)
5.2 Attic Drop-down Stair(fully gasketed and insulated)
5.3 Dropped Ceiling/Soffit(full air barrier aligned with insulation)
5.4 Recessed Lighting Fixtures(ICAT labeled and sealed to drywall)
5.5 Whole-house Fan(insulated cover gasketed to the opening)
LHome
mon Walls Requirements:
een Dwelling Gap between drywall shaft wall(i.e.,common wall)and the structural framing between units is fully sealed at all exterior
bounds conditions
6.1 Common Wall Between Dwelling Units
ergy Rating Provider: Rater Inspection Date: - - Builder Inspection Date:
ergy Rater Company Na f L( �i Builder Company Name:
er Rater Signature: .� Builder Employee Signature:
Telephone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559
CELLULOSE INSULATION SPEC SHEET
CONTRACTOR: V Ot' P�l'�,C� Q OA S0 V 4e-&eSC5
JOB SITE ADDRESS:
DATE: 3
AREA THICKNESS R-VALUE
Ceiling
Cathedral Ceiling
Garage Ceiling
Basement Ceiling
slopes
Exterior W all
Garage H se. Wall -�
= c
W alkout Wall C
S "t
Cathedral W till
B lockers O 0
overhang V V
Stair/Risers
- r �
t
01 ^�
All R-values and thickness ieasurements are dee d"009be accurate by the following installers:
TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM
r ,
Project Name:
Address: I P44:�W , (Ail--
Permit#: "
--------------------------
Permit Date:
Im/P:
LARGE ROLLED PLANS ARE-IN:
BOX: a
SLOT:_____
Date entered in MAPS program on: I Igo ll�
eCV
By:-
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 12-K A'L
s `
Map_ X-7 Parcel Application #
Health Division Date Issued (/>�
Conservation Division Application Fee V
Planning Dept. Permit Fe4,10 ' v
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/ Hyannis
Project Street Address 165 &Y
Village C.")- ► Y
� C
Owner r l Address P
Telephone Lo + 1 > y — 7ef0 7
Permit Request RIJ FriAn,ASJ hwv.,P
Square feet: 1st floor: existing proposed 2nd floor: existing proposed _Total new 9 y
Zoning District --gcFlood Plain Groundwater Overlay �� W
Project Valuatio y00 600 Construction Type V—Wd p
-n Z:0 0
0
Lot Size GAF Grandfathered: 0 Yes ❑ No If yes, attach suppo§hg 0cumfftation.
X C)
Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Z Cy
Age of Existing Structure Historic House: ❑Yes �.No - On Old King's Hi �nray 0 Yet No
Basement Type: ❑ Full ❑ Crawl VWalkout ❑ Other rn
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �I
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing i new
Total Room Count (not including baths): existing new—7Z _First Floor Room Count
Heat Type and Fuel: ViGas ❑ Oil ❑ Electric ❑ Other
Central Air: V*41'es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
Detached garage: ❑ existing ��❑��new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: 0 existing 'new size _Shed: ❑ existing ❑ new size _ Other:
57(o 541,0T
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 501V .CN�Tk l WIN 141d, Telephone Number 10--7 7 6- W19 a--
Address yb, �* License # 05
Home Improvement Contractor#
Volln�4,Co�5Un c,on sic ki,c,�� AAA t L GUI
Email_ c Worker's Compensation # 22
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_')G<nS
(IA- A�S �
SIGNATURE V @�� DATE a��Y
C
FOR OFFICIAL USE ONLY
APPLICATION #
DATE ISSUED `
MAP/ PARCEL NO.
ADDRESS VILLAGE
s OWNER '
DATE OF INSPECTION:
FOUNDATION tr ��J4�i►.,ti
FRAME
INSULATION =
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL'-
FINAL BUILDING
DATE CLOSED OUT
1A n
ASSOCIATION PLAN NO.
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Mach a oopl of the workers'compensation poULT dec am iau page(sfiowh3g tale poficy)Tttuher s)id expiration dzte).
Failum to secure coverage as regtsuedundes Section 25 A-o€MUL c M caa lead to the iroposiuoa of criminal pen-aloes of a
Sae up to S 1,500:0[D and/or one-yearimprisa — as wen as null perms in the fbrra of a STOP WORK ORDER and a fire
ofup to$250-00 a.day against the violator_ Be advised that a copy of this statu eat maybe forwarded to the Office of
Lwieff[p ions of the DIES fur insatrr„re coverageveEiffralicn_
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Information and Ldstructions
Massachusetts General Laws chapter 152 requires'all employers to provide workers'compensation for their employees.
pursuantto this statute,an employee is defined as"__every person in the service of another under any contract of hire,
express or implied,oral or written_"
An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,-or tine
receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the
owner of a dwellsag house having not more than three apartments and who resides therein,or the occupant of the -
dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house
or on the grounds or budding appurtenant thereto shall not because of such employment be deemed to be an employer.'
MGL chapter 152, §25C(6)also sus that"every state or local Licensing agency shall withhold the issuance or
renewal of a Iicense or permit to operate a business or to construct buildings in the commonwealth for auy
applicantwlio has not produced acceptable evidence of cobnpliance with the insuranceL coverage required_"
Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of complia7ce with the insurance
requirements of this chapter have been presented to the contracting authority--
Applicants
Applicants
Please fill out the workers' compensation affidavit completely,by checlang the boxes that apply to your situation and,if
necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates) of
insurance. Limited Liability Companies Qi.LC)or Limited Liability Partnerships(LL P)vvthno employees other than the
members or partners,are not required to.carry workers' compensation insurance_ if an LLC or L LP does have
employees, a policy is required. Be advised that this affidavit may be submitted to the Department of industrial
Accidents for confirmation of insurance Coverage. Also be-sure to sign and date the affidavit 11e affidavit sboul_d
be retuned to the city or town that the applica]ion for the permit or license is being requested,not the Department of
Industrial Accidents_ Should you have any questions regarding$re law or if you are regtiired to obtain a workers'
compensation policy,please call the Department at the number lisped.below. Selig insured companies should enter their
self-in�ce license number on the appropriate line_
City,or Town Officials
Please be sure that the affidavit is complete and printed legibly- The Department has provided a space at the bottom.
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant
Please be sure to fi11 in the pennit/license number which will be used as a reference number, In addition,an applicant
that must submit multiple permit/license applitations in any given year,need only submit one affidavit indicating current
policy information (if necessary)and under"Job Site Address'the applicant should write"all locations in (city or
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be,provided to the
applicant as proof that a valid affidavit is on file for fd rrepermits or licenses. A new affidavit must be Ued out each
year_Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i_e.a dog license or permit to bum leaves etc-)said person is NOT regt Bred to complete this al dap it
The Office of Investigations would lrlce to Junk you in advance for your cooperation and shouldyou have any questions,
please do not hesitate to give us a call-
The-Department's address,telephone and fax number_
F -a�orrrman aT oz I�Iassachusetts
Degaztmeat Qf Inclustdal Aocid=ts
Off ice of Tuvt-,S Patine
600 wa mgtw Stc-i�et
Tot.4 617 727-49-00 cpct 4-06 or I-&�
Fax 9 617-727-7744
Revised 4-24-07 � Tr s gnu dig
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 01%4R 5301.2.1.1)1
Check
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust)...................................................................................................................110 mph _
WindExposure Category...............................................................................................................................B
1.2 APPLICABILITY
Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories
RoofPitch ..........................................................................(Fig 2) ........................................... 5 12:12 —
MeanRoof Height ..............................................................(Fig 2)..........:......................................_It 5 33' —
BuildingWidth,W...............................................................(Fig 3).............:.....................I........I... _It 5 80' —
BuildingLength, L ..............................................................(Fig 3)................................................._ft 5 80' —
Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. s 3:1
Nominal Height of Tallest Opening2 ..................................(Fig 4)................................................ 5 6'8" —
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2).................................:..............................
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete............................................................:................................................................. _
ConcreteMasonry....................................................................................................................................
2.2 ANCHORAGE TO FOUNDATION''
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general..........................................(Table 4)......................:........................ in. _
Bolt Spacing from endrjolnt of plate ............................(Fig 5)..................................... in.5 6"—12"
Bolt Embedment—concrete.........................................(Fig 5)........................................I........_in.z 7"
Bolt Embedment—masonry.........................................(Fig 5)............................................ in.;-,15" —
PlateWasher...............................................................(Fig 5)...............................................z 3"x 3"x,,V4"
3.1 FLOORS
Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... _
Maximum Floor Opening Dimension...................................(Fig 6)............................_ft 5 12'or L/2 or W/2 _
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...........I............................
Maximum Floor Joist Setbacks —
Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft 5 d _
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d _
FloorBracing at Endwalls...................................................(Fig 9)...................................................... .......... _
Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).............I......I................ _
Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55).......................—in. _
Floor Sheathing Fastening..................................................(Table 2).._d nails at—in edge/_in field
4.1 WALLS
Wall Height
Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft s 10'
Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................._ft 5 20' _—
Wall Stud Spacing ........................................................(Fig 10 and Table 5).......I..........._in.5 24"o.c. _
Wall Story Offsets ........................................................(Figs 7&8)...................I.........................—ft s d
4.2 EXTERIOR WALLS'
Wood Studs
Loadbearingwalls........................................................(Table 5)..............................2x_-_ft_in. _
Non-Loadbearing walls................................................(Table 5)..............................2x -_ft_in. —
Gable End Wall Bracing
FullHeight Endwall Studs............................................(Fig 10)..................................................................
WSP Attic Floor Length................................................(Fig 11).............................................—ft>W/3 _
Gypsum Ceiling Length(if WSP not used)...................(Fig 11),..........................................._ft 2 0,9W _
2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................
Double Top Plate —
Splice Length ........................................................(Fig 13 and Table 6)._..................................._It _
Splice Connection(no.of 16d common nails)..............(Table 6)........................ .................................
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
Loadbearing Wall Connections
Lateral(no.of endnailed 16d common nails)..............(Table 7).....................
Non-Loadbearing Wall Connections —
Lateral(no,of endnailed 16d common nails)...............(Table 8).................
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9') _
HeaderSpans ..................I.....................................(Table 9)..................................—ft_in.s 11,
SillPlate Spans .......................................................(Table 9)..................................—ft_in.5 11' —
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.s 12'
....................
Sill Plate Spans...........................................................(Table 9)..................................—ft—in.512' —
Full Height Studs(no.of studs)....................................(Table 9)............... —
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° —
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 ..... ...... s 6'8"
..
Sheathing Type.................... ........................(note 4)...................................................... _
—_
Edge Nail Spacing.........................................(fable 10 or note 4 if less)........................—in. _
Field Nall Spacing.......:..................................(Table 10)........................ —in. _
Shear Connection(no.of 16d common nails)(Table 10)............................................
Percent Full-Height Sheathing....................... able 10 ........................... . . _—
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..............
�o
Maximum Building Dimension,L —
Nominal Height of Tallest Opening2.................................................................I....... <6'8"
SheathingType..............................................(note 4)............... — —....................................... _
Edge Nail Spacing.........................................(Table 11 or note 4 If less)........................ in. _
Field Nail Spacing................. ....... . . (Table 11)............................................................._In.
Shear Connection(no.of 16d common nails)(Table 11)............. —
Percent Full-Helght Sheathing......................•(Table 11) off, —Wall Cladding
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............. ...
. —
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<smaller of 2'or U3
! Truss or Rafter Connections at Loadbearing Walls —
Proprietary Connectors
Uplift................................................(Table 12)............................................U=—pit _
Lateral.............................................(Table 12)........................... .......L=—pit _
Shear...............................................(Table 12).............:..............................S=—pit _
Ridge Strap Connections,if collar ties not used per page 21.....(Table 13).....................'.......,T==—pit _
Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or U2
Truss or Rafter Connections at Non-Loadbearing Walls '—
Proprietary Connectors
Uplift................................................(Table 14)............................................U= lb. _
Lateral(no.of 16d common nails)...(Table 14)...............................A......L= Ib. _
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)..................
RoofSheathing Thickness........................................... ...................:..........................—in.a 7/16"WSP —
Roof Sheathing Fastening...........................................(Table 2)............................. —
Notes: — —
1. This checklist must 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
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.
I
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780CMR5301.2.1.1)t
a.
a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing 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 tad
staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment
I
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)'
-WH M THIS EDGE REM ON
FRAMING USE 8d NAq S
AT 6'o.c.
It tl
• 11 11 1/ 1
11 n 11 1
u 14
11 11 1
tl
11 11 11
I 11 11 1
11 11 11 �
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• 11 -
'
WAILSPAGMW3 ;
' PANEL �r
t
See Detail on Next Page .
Vertical and Horizontal Nailing
for Panel Attachment
I Affidavit of Substantial t-inaricial interest
of , on oath
depose and state as follows:
1. 1.am an applicant for a building permit for the property located at Map 7 , Parcel
The address.of the property.is O j3w
2. 1 have % legal.or equitable interest in the real property which is the
subject of the building permit application which is identified in paragraph 1 above.
3. Within in the last twelve months from today's date, which is (-7 , the
following individuals or entities have had a 1% or greater legal or'equitable interest in
the real property which is the subject of the building permit application which is
identified in paragraph 1 above:
.Name Address
4. Within the last twelve months, from today's.date, which is• , I have had
a 1% or greater legal or equitable interest in the following properties which have been
the subject of a buiiding-permit application:
Map/Parcel Address
5. Within this calendar year, I have submitted O building permit applications-for
property in which I have a 1% or greater legal or equitable interest. .
6. Within the last ten days, l have submitted building permit applications for
property in which I have a-1% or greater legal or equitable interest.
7. Within this month, l have submitted (D building permit applications for property in
which .1 have a 1%legal or equitable interest.
8. Within this month, I have received C) building permits for property in which I have
a 1% legal or equitable interest.
Signed.under the pains and penalties of perjury,this- day of ' 20P7
2001-0050/affin 1
O/LOTTERY/AFFIDAVIT ..
f
' Town of Ba.mstable
0 _
* . regulatory Services
- t- RIAA7C�ARf^ i '
_Richard V.Scali,hternn Director
163y.
'fin k Badi ug Division
Tom Perry,$midi ag Commissioner
200 Main Stree4 Hymnis,MA 02601
www.townbarnstable_ma.ns
Office: 50 8-862-403 8 Fag: 508-790-6230
Property Owner Must.
Complete.and Sign This Section
If Using A Builder
I �.J O`l ,y A. WO`7-1f�_
,as Owner of the snbjectptopetty
heteby-audi6t ze V k`\,CC W'lPJ `G� A 60�,5 - to act on mp beba]
in aIl matters td-dve to work authorized by this bIIilding p ettnit:
(Addtess ofJ )
**Pool fences acid alarms ate the responsibility of the applicatLt. Pools
are not to be filled of utilized befote fence is installed and all final
inspections ate performed and accepted.
S e of Owner Signatam of Applicant
Print None _ Print Name
Date .
.L U YT.0 V1 JJGL.IJXdL4AJAti -
Regalafory Services
Richard Y.Sca%Interim.Director.
BuRding Division -
1 * iaaxsr�ars, - Tom Perry,Biding Commissioner
2.00 Main Street, HyMMis,MA 02601
www town.barnstablema.us
Office: 509-862-4038 Fax: 508-7I a-623 0
HOMMOWNE R LICENSE F.XE11TIION
-
DATE:
mmmbcr str=t YMago
'IiOMEOWI�:
nmmc, home phane# Wadc phoac
cuLv NT MAnm Ta ADDRESS:
city/tnwn rip•codc
The current exemption for"homeowners'was extended to include owner ocmied dweIlinp�s of six mks or Iess.aud in allow
homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. ,
DEFRMION OFHOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is•iatended to be,a one•or two
family dwelling, attached or detached str actares accessory to such use and/or farm stract=s. A person who constructs more than oni
` 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 buildfim peflnit (Section
109.1.1) - -
t- The undersigned"homeowner"as=es responsibility for compliance with the States Building Code and other applicable'codes,
bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she inderstands the Town of-Bamstahle Building Departmer±mmimum inspection
procedures and requirements and that he/she will comply with said procedures andrequirernents. ;
Signatsc ofMmcavmcr
Appiard d$ufldingOfcial '
Note: Three-fammly dwellings cordaming 35;000 cubic feat or larger will be required to comply with the Stab;Building Code
Section 127.0 Construction Control
HOMEOWMWSEXEM tON
The Ccide stairs that: "Any.homeowner performing work for which a building permit is required shall be exempt
(Section 109.LI-Licensing of construction Supervisors);provided that if the homeowner
from the provisions of this section
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 afire assumingthe responsibilities of a supervisor .
(see Appendix Q,Rules&Regulations for Licensing Construction Supervi .Is1ck of awareness often _.
results in serious problems,.particnlarly when the homeowner hires unlicensed persons.. In this ease;our Board cannot
proceed against the unlicensed person as it would with a licensed Superpisor. 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 be/she understands the responsrbr7ities pf aSupervisor. On the Iasi page
of this issue is a.form currently used by several towns. You may care t amend and adopt such a formicertiffcatinn for use.
your community.
Q:IWPFZEMRMSVn gpE=rtfumslEXPRFSSdoc
MASSACHUSETTS STATE EXCISE TAX
BARNSTABLE COUNTY REGISTRY OF DEEDS
Date: 11-01-201.6 a 12:59pm
C:t 1 T: 890 Doc': 56E94
Fee: $495.90 Cons: $145►Cii_io.00
QUITCLAIM DEED BARN'STA.BLE COUNTY EXCISE. TAX
DARNS ABLE C:OUNTY REGISTRY OF
DEEDS
Dace., i 7-Ci1.•2016 r) 1`.�:,9pm
890 Doc`: 56894
Fee: $443.71)
I, DONALD M. BARNETT, Trustee of the BARNETT FAMILY NOMINEE TRUST, under a
declaration of trust dated January 29, 1982 and recorded with the Barnstable County Registry of
Deeds in Book 3429, Page 263, as amended, see Trustee's Certificate recorded herewith(the
"Trust") with an address of 1501 Beacon Street-#1804, Brookline, MA 02446
For consideration paid in the full amount of$145,000.00
Grant to JOHN K. BRITT with an address of 334 Waquoit Road, Cotuit, MA 02635
With QUITCLAIM COVENANTS
That certain parcel of land located at 105 Bay Road, Barnstable(Cotuit),Barnstable County,
Massachusetts and bounded and described as follows:
NORTHWESTERLY by Bay Road, as shown on plan hereinafter mentioned, one
hundred sixty-nine and 85/100 (169.85) feet;
EASTERLY by land now or formerly of John P. Ahearn et ux,as shown on said
plan, one hundred and 34/100 (100.34) feet;
SOUTHEASTERLY by LOT B, as shown on.said plan, two hundred twelve and 13/100
(212.13) feet; and
WESTERLY by Bay Road, as shown on said plan, one hundred seventy and
67/100 (170.67) feet.
Containing 20,326 square feet and being shown as LOT A on plan entitled "Plan of Land in
Cotuit, Barnstable, Mass. for-Frederick H. Boden, Scale 1 In. = 60 ft., April 12, 1972, Charles N.
Savery, Inc. Registered Civil-Engineers and Land Surveyors, Hyannis and South Yarmouth
which plan is recorded with said Deeds in Plan Book 256, Page 46.
For my title see deed tome-dated January 29, 1982 and recorded with said Deeds in Book 3429,
Page 267.
I, the undersigned Donald M. Barnett, hereby certify that:.
1. I am the sole trustee of the Trust;
2. The Trust is in full force and effect and has not been modified or amended, save for the
amendment described in my said certificate recorded herewith;
3. I have full power and authority to execute, acknowledge and deliver the within deed to the
grantees named therein for the consideration stated therein; and
4. All of the beneficiaries of the Trust were of full age and competent to act on the date of the
execution of said amendment and as of the date of the authority given to me to make the within
conveyance.
Executed as a sealed instrument this b6day of October, 2016
DONALD M. BARNETT, Trustee
COMMONWEALTH OF MASSACHUSETTS
County of �✓v2Fac i�
On this o3 4, day of October, 2016, before me, the undersigned notary public,
personally appeared DONALD M. BARNETT, Trustee as aforesaid, and proved to me through
satisfactory evidence.of identification,which was a [ ] [ ] passport, or [
.0ersonally.known to me, to be the person whose name is signed on the preceding or attached
document, and acknowledged to me that he signed it voluntarily for its stated purpose.
Notary Public
My commission expires:
LAURIE A COUCH
Notary Public
Massachusetts
Is,
ommission Expires Feb 24,2023
BARNSTABLE REGISTRY OF DEEDS
John F. Meade, Register
LAW OFFICES OF
1.�►
THEODORE A. SCHILLING, P.C.
1185 FALMOUTH ROAD,CENTERVILLE,MA 02632
TELEPHONE: (508)775-0700; FAX: (508)775-0792
www.lawcapecod.com EMAIL: law@cape.com
October 28, 2016
Mary Anne Bradford
Residential Loan Officer
Cape Cod Five
mbradford@capecodfive. com
Re: John K Britt 105 Bay Road Cotuit, MA (LOCUS) Loan No.
0010078434i
Mary Anne:
I have been asked to verify buildability under the
Barnstable Zoning By-Laws . The property is located in a
Residence F (RF) which requires 30 front yard setback and 15'
rear and side yard, 150' frontage setback 87, 120 Sq feet area.
The lot is . 46 of an acre but is a valid non-conforming lot
under the Barnstable grandfathering provisions since the lot
owners, based upon my examination of title, from 1974 to date
did not own any adjoining land. My review of the Town of
Barnstable assessor' s records and Registry of Deeds records,
which confirms that the 2 adjoining lots were never owned in
common with Locus.
Based upon the above findings it is my open that locus is a
buildable as far as zoning is concerned.
Thwdore-,A SdOUKf
r
a KILROY & WARREN, P.C.
ATTORNEYS AT LAW
THE ISAAC P.FA RFIELD HOUSE
67 SCHOOL STREET
BERNARD T.KILROY P.O.BOX 960
HYANNIS,MASSACHUSETTS 02601-0960
TELEPHONE(508)771-6900
TELEFAX(508)775-7526
E-MAIL:bldlroy@comcast.net
August 18, 2015
Thomas Perry, Building Commissioner
Town Hall
Yarmouth Road
Hyannis, MA 02601
RE: Property at 105 Bay Road, Cotuit-Barnstable Assessors Map 7, Parcel
32
Dear Mr. Perry:
This office represents the owner of the above property, Donald M.
Barnett, as he is trustee of the Barnett Family Nominee Trust, under
a deed to him dated January 28, 1982 and recorded with the Barnstable
County Registry of Deeds in Book 3429, Page 267 on January 29, 1982,
copy enclosed. This office drew the trust document and schedule of
beneficial interest which named as beneficiaries of the Trust, Grace
M. Barnett and her then minor children. The beneficiaries have
remained the same to this date.
The purpose of this letter is to render an opinion to you that the land
described in'the above deed is entitled to a building permit for the
construction of a single family residence thereon.
The land lies in an RF residential zone which has a lot size requirement
of 43560 square feet and a lot frontage requirement of 150 feet. The
lot has frontage of approximately 340 feet on Bay Road and an area of
20,326 square feet and is shown as LOT A on the plan recorded on April
27, 1972 with said Deeds in Plan Book 256, Page 46, copy enclosed. The
plan was prepared for Frederick H. Boden and Paula Boden, the owners
of the land shown on the said Plan. The lot does not presently conform
to the current area requirements.
At the time of the recording of the plan, LOT A conformed to the area
requirement of 20,000 square feet. After the recording of the plan
at the March 29, 1973 town meeting the area requirement was increased
to 43560 square feet.
On June 17, 1974 the adjoining LOT B(46 Mashpee Road) was conveyed by
the Bodens to Walter P. Leonard et ux by deed recorded on April 17,
1974 in Book 2056, Page 319, copy enclosed. Since April 17, 1974 LOT
A has remained in ownership separate from adjoining land. The Bodens
never owned the land shown as "now or formerly John P. Ahern et ux."
on said Plan.
When my client took title to LOT A in 1982 the Lot had the protection
of Subsection E of Paragraph G Non-Conforming Uses of the Bylaw(copy
enclosed) from the increased area requirement since it was in separate
ownership by 1974 while otherwise buildable under the provisions of
then section 5A of Chapter 40A of the General Laws(five year
protection) .
I have reviewed the record title to Lots A, B, C, D and G as shown on
said Plan to determine when the lots were conveyed by the Bodens to
third parties and when the residences on Lots B,C,D and G were built.
As mentioned above, Lot B was conveyed on June 16, 1974 and a building
permit for the present residence was granted without any zoning relief
in 1981.
Lot C was conveyed on January 30, 1973 and a permit granted in 1974.
Lot D was conveyed on January 17, 1979 and a permit granted on February
28, 1979 without any zoning relief.
Lot G was conveyed on September 5, 1973 and a permit granted in 1981
without any zoning relief.
Since the protection of said subsection E must have been applied
retroactively in order for the above lots B, D and G to have obtained
permits without zoning relief, it is my opinion that the lot met the
applicable requirements of the Bylaw on January 1, 1976, as required
by section 240-91.B.1(d) of the current Bylaw.
Since it is the stated intent of Section 240-90 to protect property
rights of owners of preexisting legally created nonconforming lots and
since the lot meets all of the requirements of section 240-91B, it is
my opinion that the residential building rights protected under
section 240-91B were vested in 1974 when the lot went into ownership
separate from all adjoining land by virtue of the deed of TAT B to the
Leonards as above reported; that the provisions of Section 240-91G
protect the Lot from the area requirements of the RPOD District and
that the Lot is entitled to a building permit for a single family
residence.
Very truly yours,
6
W4f I ljlrl�
Bernard T. Kilroy
enc
i
BGYSE X
FREDERICK H. BODEN, as he is-Trustee of Cotuit Boden Realty Trust,
under Declaration of Trust dated December 24, 1981 and recorded with
Barnstable County Registry Of Deeds in Book 3422 , Page 204
of Barnstable (Cotuit), Barnstable comty,Mchmetta,
•for tLe fos Wuidaefim of THIRTY THOUSAND ($30,000.00)DOLLARS paid
Vest to DONALD M. BARNETT, TRUSTEE of BARNETP FAMILY NOMINEE TRUST,
under a Declaration of Trust of even date to be recorded herewith,
of 51 Holland Road, Brookline, Massachusetts 02146
with galidaim IDaeamt?lt the lmd in Barnstable (Cotuit), Barnstable County,
Massachusetts, bounded and described as follows:
NORTHWESTERLY by Bay Road, as shown on plan hereinafter mentioned,
one hundred sixty-nine and S5/100 (169.85) feet;
EASTERLY by land now or formerly of John P. Ahern at ux, as
shown on said plan, one hundred and 34/100 (100.34)
feet;
SOUTHEASTERLY by Lot B, as shown on said plan, two hundred twelve
0
and 13/100 (212.13) feet; and
WESTERLY by Bay Road, as shown on said plan, one hundred
p seventy and 67/100 (170.67) feet.
Containing 20,326•square feet and being shown as LOT
A on plan entitled -Plan of Lend in Cotuit, Barnstable, Mass. for
Frederick H. Boden, Scale 1 in. = 60 ft., April 12, 1972, Charles N.
Savery, Inc. Registered Civil Engineers and Land Surveyors Hyannis
s
and South Yarmouth" which plan is recorded with Barnstable County
Registry of.Deeds in plan Book 256. Page 46.
Together with the right to use in.common with all
others lawfully entitled thereto the streets and ways shown on said
plan for all purposes for which streets and ways may now or in the
• future be customarily used in the Town of Barnstable.
Lot A is conveyed subject to restrictions of record
insofar as the same are in force and applicable.
For my title, see deed recorded with said Deeds in
Book 3422 Page 210
4 0igi
F L I
BCU3429PSE•268
Emated as a sealed insbumeat this 29th day of J 1982
i a dt H. Bodes, Trustee of
cotnit Rodeo Realty Trust
� t8
Barnstable, m January 29, 1982
Thm p--Uy appeared the above named Frederick H. Bodes Tao, g,
sad ad—H.dgad the fmnoing bemmmt to be his free set and bt MMM as Trustee
Of ootait Boden Realty Trust, before me
bz,C==iSd=eaput9,AaaCy » 198 7
��JAN 298Z .
�,.. JONN P. A'NEAN CT UX. • BL¢ZAROS BAY
GA.S G'O.
yf 45 47 A
43
W t` A
a 20,326✓. 'raa•� ♦xco
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NM2056?m 319
13'7:t3
YS, PSBOM=H. BOMM and PAM A M. BODE1, husband and rife as tenants
by the entirety, both
of Barnstable (Cotait), Barnstable co:mty,
Aihmmmm<a W,for:befull:o.cddenri,wof Eleven ffiounand ($11,000.00) Dollars paid
grans we YALTIM P. IEWARD and H. LODISS IBOHARD, husband and wife as
tenants by the entirety, both
of 54 Suaeerfield Avenue, Somerset, Bristol County, Massachusetts
with qfiW wII4tumcft the land in Barnstable (Cotuit), Barnstable County,
Massachusetts, bounded and described as follows:
S00IEDELY by Masbpee Bond as shown an plan hereinafter
mentioned, two hundred eight and 34/100 (208.34
feet;
3 110mmsy= by Lot A as shown on said plan, two hundred twelve
and 13/100 (212.13) feet;
0
1012saw by Lot 43 as shown on said plan, fifty-eight.and
34/100 (58.34) feet; and
EA9TMW by Lot C as shown m said plan, one hundred fifty
p and 00/1.00 (150.00) feet.
Containing 20,001 square feet, acre or lose, and
being shown as LOT B an plea entitled 'Plan of Lead in Cotuit, Barn-
stable, Maas. fa—r-Wederick H. Boden, scale 1 in. -60 ft., April 32,
1972, Charles 1. Severy, Ine_ Registered Civil Engineers and Land
Surveyors, Ryannis and South Yarmouth is recorded
Bar n Barnstable County Registry of Deeds in"
Plan Bowhich ok 2560 Pam 46 with
Together with the right to use in common with all
others lawfully entitled thereto the streets and ways sham an said
Plan for all pm poses for rich atreeta and ways may now or is the
future be customarily used in the Tom of Barnstable.
Lot B is conveyed subject to the following restric-
tims yhUb shall run with the land and remain in full force and affect
until Jaanary 1, 2022:
1. 10 an+nts"++, other than household pate, shall
be kept m the granted premises.
2. A31 rubbish, trash and garbage shall be kept
in a commonly used type of coa,taiaer and shall not be allowed to litter
the exterior premises.
3. The premises shall not be used for the storage
or parking of trucks, fiery, eupp2jea, equipment, or any ether
tools incident to the conduct of say business.
4. 10 tents, trailers, or temporary buildings of
azy kind maintained for or used for sleeping shall be erected or main-
tained m the premises other than a single me family dwelling and
appurtenant out buildings.
I
5=2056 ma 320 5. The prom shall not be defolIsted so that
■ors than one-half of the presently atamtiag trees are removed —1 a
substitute trees are placed in similar locations an the premises to
replace those rmoved.
6. Frederick B. Boden shall have the right to re-
fuse to approve such plans and specifications, which In his opinion,
are not suitable or desirable for aesthetic or other reasons; and in
passing upon such➢ms and specifications, he absll have the right
to Ulm into consideration the suitab111ty of the proposed building
or other structure, and of the materials of -Mich it Is to be built,
Its type, size and design, the harnow thereof with the surroundings,
and the effect of the building or other structures as plammed on the
outlook from the adjacent or nelghboring property.
T. Boden Raterprises of Cothit ahall reserve the
right to act as builder of said building or structure.
S. Me grantor reserves the right and easement
to use, in Comm with the grantee and others from time to time
entitled thereto, all of the streets and way as ahown on said plan
for all purposes for which streets and ways may now er In the future
be customarily used In the ToKm of Barnstable Including the ri*Lt to
Install, malatain and replace utilities and other services and the
tan
(�tfeet wide e�adajacent tot to me a strip of the the Line of the streeett oim for necessary
guy wires and guy anchors for the support of telephone and electric
poaas and wires erected within said streets or ways.
For our title, see deed to us recorded with said
Deeds 1n Book 16w, Page 13.
=2056 w VI
i .
1
`r j%M NWEAITN OF MASSAQLUSE7TS
L`k;I•DSa- I'X ISE
..,_� tt
Buried es a m t t' day of 19 T4
B&Mstablea m .TtM � 19%11
'R®Peery appeared tbaab---A 122!lQBr1Gk
and admanWVd tba fmgpms m,owmmt to be hia frj-and bdote ms
'•gip:_f��T..
647 oomm®no so 19
c
A P.WA P
uY c!s
C - .. Iuw .1[Atd l n�
RE DIDM1774
ZONING
BY-LAWS
: BASH
_ uan a
op 1639.
MAY 1982
TOWN OF BARNSTABLE
MASSACHUSETTS
PRINTED ON CAPE COD AT THE PATRIOT PRESS,HYANNIS,MASS.
. . i
f
I Amended March 6,1969,APProvd Jay 8,1969
Amended Octb-23,1969,APProved Dew 17,1969
Amended March 10,1970,Approved J®e 19,1970
Amended Apnl 7,1971,Approved lane 22.1971
Amended Aogort 31,1971,Approved Mnch 2,1972
Amended APn1 5 and 6,1972,APProvd Aagnrt 3 end A 1972
i Amended Aogmr 14,19n,Appro-September 20,1972
Ameadd Mush 23 and 29,19Td,Approved Jane 15,29Td
Amended J*11,19Yl,Appro d Avgnvt 24,1973
Amended Marsh 27 and 28,Apnl 2 and 3,1914,Approved Jo1J 16,1974
Amended Jnh 30,1974,Approved Septrmber 5,1974
Amended December A 1974,Approved December A 1974
Amended Apd 2,MS,Approved h-18.1975
Amendd Apn7 2,1975,A" d J*22,1975.
Amevdd Novembe 6,1977.Approved Janaaq 12,1978
Amended Mal 15,1978,Approved Angmt A 1978
A-dcd November 4 and 6.1978,Approvd Feb,-q 6,19Y9
Amended May 5,1979,AMrmd Jove 20,1979.
Araaded November 3,1979,Approved FebromJ 26,1980.
Amended Jananq 21,1982,Approved May 20,1981
I I ,
I
I
I
I
I
I I
I
. j .
I
I
t as to area, e i
• emission of odor,fumes,dust,smoke,vibration or other cause are pro- residential use, and conforms except frontage,, width and
hibited. depth with the applicable provisions of the zoning ordinance or by-law
G. NON-CONFORMING USES In effect in the town and(b)any proposed structure is to be located on
A. Any lawful building,or any lawful use of a building or premises, such lot so as to conform with the minimum requirements of front,side
or part thereof, existing at the time the zoning by-law was originally and rear setbacks,if any,in effect at the time of such recording or such
adopted in the area in which such building or use is located, may be endorsement, whichever is earlier, and to all other requirements for
continued,although such building or use does not conform to the pro- such structure in effect at the time of building,
visions hereof.
Paragraph E ended by 1977 An 21,approved by the Atty.Gen.Jan.12,1978.
B. Any change of a non-conforming use,any alteration,relocation or H. ACCESSORY USES
increase in size of an existing non-conforming building or structure to 1. Accessory buildings or uses including the keeping, stabling, and
extend the non-conforming use on the same lot, or use of existing or maintenance of horses as specified in Section I located on the same lot
construction of a new building or structure, shall be allowed only by as the building to which it is accessory and customarily incidental to I
Special Permit of the Board of Appeals.Any of the foregoing shall not any of the uses permitted in a particular residence district and not
result in the creation of any use or structure more objectionable or detrimental to a residential neighborhood, shall be permitted in that
substantially detrimental to the neighborhood or the creation of two or particular residence district,
more non-conforming uses differing In use. Paragraph I amended by adding"Including the heaping,stabling,and matmenanes of hones as
Prior paragraph(a)deleted and new paragraph(81 Inserted by 1974 An 111,approved by the Ally. epee led In Section 1"1974 An 102,approved by the Ally.Gen.July 16,1974.
Gen.July 16.1974. 2. Uses,whether or not on the same parcel as activities permitted as a
C. Any such non-conforming building which has been damaged by matter of right, accessory to activities permitted as a matter of right,
fire or other cause to any extent,may be repaired or rebuilt,providing which activities are necessary in connection with scientific research or
Ile owner shall apply for a building permit and start operations for scientific development or related production, may be permitted upon
restoring or rebuilding on said premises within twelve(12)months after the issuance of a special permit provided the granting authority finds
such catastrophe. that the proposed accessory use does not substantially derogate from
D. See Special Exceptions Section. the public good.
E. Any lot lawfully laid out by a plan or deed duly recorded,as de- Paragraph 2 added by 1977 An 21,approved by the Alty.Gen.Jan,12,1978.
fined in section eighty-one L.of chapter forty-one,or any lot shown on I. USE REGULATIONS—RESIDENCE DISTRICTS
a plan endorsed with the words"approval under the subdivision control A. No building shall be erected or altered and no building or premises
IIIIII law not required" or words of similar import, pursuant to section ` ?- shall be used for any purpose in the following specified districts other
eighty-one of chapter forty-one, which complies at the time of such than provided for in this section or in Section P and the maximum
recording or such endorsement,whichever is earlier,with the minimum height of any building shall be not more than two&one-half WA)
i area,frontage,width,and depth requirements,if any,of the zoning or-
stories,or thirty(30)feet from the ground level to the plate,whichever
dinances or by-laws in effect in the Town of Barnstable,notwithstand- i is lesser.
ing the adoption or amendment of provisions of a zoning ordinance or t Paragmph A amended by 1974 An 109,approved'by the Ally.Gen.July 16,1974 by adding,"and be
by-law in the town imposing minimum area,frontage,width,depth,or maximum height of any building...whichever la--am."
i. Prior Paragraphs A-1 and A•2 deloicd by 1971 An 128 and mntalning pnmgmpbs renumbemd,op-
yard requirements, or more than one such requirement, in exC85S Of
j proud by the Atty.Gen.Aug.2,1972.
those In effect at the time of such recording or endorsement(1) may 1. Residence B.District.
thereafter be built upon for residential use if, at the time of the adop- a. Detached one family dwelling.
tion of such requirements or increased requirements or while building b. Renting rooms for not more than six(6)lodgers by a family resi-
on such lot was otherwise permitted, whichever occurs later, such lot dent in the dwelling.
was held In ownership separate from that of adjoining land located in 2. Residence B-1 District.
the same residential district,or(2)may be built upon for residential use a. Detached one family dwelling.
for a period of five years from the date of such recording or such en- b. Ranting of rooms for not more than six(6)lodgers by a family
dorsement,whichever is earlier,if,at the time of the adoption of such resident in the dwelling.
requirements or increased requirements,such lot was held in common c. Professional Offices,subject to the granting of a special permit
ownership with that of adjoining land located in the same residential by the Board of Appeals.
district;and further provided,in either instance,at the time of building Paragraph 2 added by An 1977 25,approved by the Ally.Gen.Jan.12,1978,and maintains
(a)such lot has an area of 7,500(seventy five hundred)square feet or paragiraphs mnuprbored.
more and a frontage of twenty feet or more, is in a district zoned for I d. Private, nonresidential parking areas in that section of this
Page 6 Page 7
sr
r
REScheck Software Version 4.6.2
Compliance Certificate
Project Vollmer & Son Construction
Energy Code: 2012 IECC
Location: Cotult, Massachusetts
Construction Type: Single-family
Project Type: New Construction
Orientation: Bldg. faces 0 deg. from North
Conditioned Floor Area: 2,142 ft2
Glazing Area 21%
Climate Zone: 5 (6137 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
105 Bay Road Vollmer&Son Construction Colony Insulation,Inc
Cotult,MA PO BOX 64 28 Jonathan Bourne Drive
Cotult,MA 02632 Pocasset, MA 02559
'compliance: Passes performance alternative
Compliance: 0.2%Better Than Code
Envelope Assemblies
Gross Area
Cavity Cont.
Perimeter
Ceiling 1:Cathedral Ceiling 1,000 49.0 0.0 0.022 22
Ceiling 2:Cathedral Ceiling 200 33.0 0.0 0.031 6
Wall 1:Wood Frame, 16"o.c. 448 21.0 0.0 0.057 14
Orientation:Front
Window 1:Wood Frame:Double Pane with Low-E 184 0.280 52
SHGC:0.50
Orientation:Front
Door 1:Solid 18 0.280 5
Orientation:Front
Wall 2:Wood Frame, 16"o.c. 448 21.0 0.0 0.057 18
Orientation:Back
Window 2:Wood Frame:Double Pane with Low-E 106 0.280 30
SHGC:0.50
Orientation:Back
Door 2:Solid 18 0.280 5
Orientation:Back
Wall 3:Wood Frame,16"o.c. 512 21.0 0.0 0.057 28
Orientation:Left side
Window 3:Wood Frame:Double Pane with Low-E 20 0.280 6
SHGC:0.50
Orientation:Left side
Wall 4:Wood Frame,16'o.c. 608 21.0 0.0 0.057 28
Orientation:Right side
Project Title:Vollmer&Son Construction Report date: 02/15/17
Data filename:\\COLONY1\Server Documents\COLONY\REScheck\Vollmer-2-14-17-10SBayRd-COT.rck Page 1 of 9
t
Gross Area Cavity Cont.
Perimeter
Window 4:Wood Frame:Double Pane with Low-E 62 0.280 17
SHGC:0.50
Orientation:Right side
Door 3:Glass 32 0.280 9
SHGC:0.50
Orientation:Right side
Door 4:Glass 18 0.280 5
SHGC:0.50
Orientation:Right side
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1.142 30.0 0.0 0.033 38
Mechanical Equipment
Description Fueltype Efficiency
Forced Hot Air Gas 84 AFUE
Compliance Statement The proposed building design described is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed ildi g has been designed to meet the 2012 IECC requirements in
REScheck Version 4.6.2 and to comply with the mandatory, ui a listed in the AEScheck Inspe on Checklist.
Name-Title g ate
Project Title:Vollmer& Son Construction Report date: 02/15/17
Data filename:IICOLONY11Server Documents\COLONY\REScheck\Vollmer-2-14-17-105 Bay Rd-COT.rck Page 2 of 9
t
CREScheck Software Version 4.6.2
�(J Inspection Checklist
Energy Code: 2012 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided.
''.-Pi nsviAfled Fleld•Verifled
Pre-lnspectlon[PIan;Revlew ,r;Comph"? 'Comments/A'ssumpt ons
Value: Value .
❑Compiles
103.2, ;Construction drawings and r+?, ;.,•
103.2 documentation demonstrate 3!";;, („.; �: ra,�,.-.Y:.r!;r, •, ;; t:;;.';''; ❑Does Not
(PRl)' ;energy code compliance for the !` Z}r%rf1`s r:?r'` = >r:%_ 'r '''`'`
f; �.:;. ;- „•� F:'rr ?,', []Not Observable
:building10) envelope. �J • . j:,.{:;;;:f., �1% ;::::�%': ,;;.,. I
>' ❑Not Applicable
103.1, :Construction drawings and =s'-'v %�:,.!' ';i�c.;:G ! :T"- `❑Complies
:.;.;i.:•;..'::: :; ; ;>..r ;•>';;;<•:s%;; :' ❑Does Not
103.2, documentation demonstrate �• ;'.`AI`L' .,r: %f :;:"
403.7 -mene codecom compliance a ❑Not Observable
rgY P "
(PR31' 'lighting and mechanical systems. f;:;: "•`: ` :'
:Systems serving multiple { ; :�,'. °.i. :ir;; ;❑Not Applicable
;dwelling units must demonstrate
compliance with the IECC '
Commercial Provisions.
302,1,.. IHeating and cooling equipment is: Heating: Heating: ;❑Complies
40$:6:•.' ;sized per ACCA Manual S based Btu/hr Btuthr ;❑Does Not
?1142' ;on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable
Qi ..,;Manual)or other methods Btu/hr Btu/hr :ONot Applicable
.i approved by the code official.
Additional Comments/Assumptions:
1 JHigh Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3)
Project Title:Vollmer&Son Construction Report date: 02/15/17
Data filename:\\COLONYl\Server Documents\COLONY\REScheck\Vollmer-2-14-17-105BayRd-COT.rck Page 3 of 9
Section
# Foundation Inspection Complies? Comments/Assumptions .
&•Re :ID:
3031,i".` A protective covering Is Installed to ;❑Complies
(F011)= --.:protect exposed exterior insulation T❑Does Not
:and extends a minimum of 6 in.below [3Not Observable:
;grade. ;❑Not Applicable
403.8., `..-.:Snow-and ice-melting system controls;❑Complies
,installed. T]Does Not
❑Not Observable
1 .❑Not Applicable
' Additional Comments/Assumptions:
i
1
1
1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Vollmer& Son Construction Report date: 02/15/17
Data filename:\\COLONY1\Server Doc uments\COLONY\REScheck\Vollmer-2-14-17-105BayRd-COT.rck Page 4 of 9
Section Plans Verified Field Verified
# Framing(Rough-In Inspection Value Value Complies? Comments/Assumptions
&Req.101
402.1.1. Door U-factor. U- V. :(]Complies :See the Envelope Assemblies
402.3.4 :❑Does Not :table for values.
[FR1]1 :QNot Observable
❑Not Applicable
402.1.1. :Glazing U-factor(area-weighted U- : U-_ :❑Complies :See the Envelope Assemblies
402.3.1, average). :❑Does Not :table for values.
402.3.3.
402.3.6, :❑Not Observable
402.5 :❑Not Applicable
[FR211
303.1.3 U-factors of fenestration products ;OComplies
(FR411 are determined in accordance •. ;❑Does Not
with the NFRC test procedure or :. ;❑Not Observable
'taken from the default table. �. QNot Applicable
402.4.1.1 :Air barrier and thermal barrier nComplies
(FR2311 :installed per manufacturer's try.: �> {❑Does Not ;
instructions.
❑Not Observable
❑Not Applicable
h ,.... UCom
402.4.3 :Fenestration that Is not site built '%s. ;•• I plies
JFR2011 :is listed and labeled as meeting ;❑Does Not
:AAMA/WDMA/CSA 101/I.S.2/A440}, ❑Not Observable ;
:or has infiltration rates per NFRC I
:400 that do not exceed code tONot Applicable
limits.
402.4.4 ;IC-rated recessed lighting fixtures ;❑Complies
(FR1612 :sealed at housing/interior finish is ❑Does Not
:and labeled to indicate s2.0 cfm ;❑Not Observable
leakage at 75 Pa.
}: :0Not Applicable
405.2 :All ducts in unconditioned spaces ; R- R- ;❑Complies
(FR2511 :or outside the building envelope T]Does Not
J :are insulated to aR-6. :❑Not Observable
;❑Not Applicable
403.2.2 All joints and seams of air ducts, ❑Complies
[FR1311 :air handlers,and filter boxes are 'S.,. F': ;❑Does Not
;sealed. ;❑Not Observable
. • . : ;❑Not Applicable
403.2.3 ;.Building cavities are not used as ;;', ❑Complies
(FR1513 ducts or plenums. ! ❑Does Not
�r 1ONot Observable
;❑Not Applicable
403.3 ;HVAC piping conveying fluids R- R- '❑Complies
IFR1712 :above 105 aF or chilled fluids :0Does Not
:below 55 9F are insulated to zR- ;QNot Observable
,
3' :ONot Applicable
403.3.1 'Protection of insulation on HVAC ;❑Complies
❑Does Not(FR2411 ;piping. :. I
I
} A i❑Not Observable
1 ;❑Not Applicable
403.4.2 ;Hot water pipes are insulated to R- R- ;❑Complies
(FR1812 aR-3. :❑Does Not
M ;QNot Observable
❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Vollmer&Son Construction Report date: 02/15/17
Data filename:\\COLONYMerver Documents\COLONY\REScheck\Vollmer-2-14-17-105BayRd-COT.rck Page 5 of 9
Sectloiti Plans.Motifled •FIeld"VeNfled
Fartling l Rough�ln lnspectlon. Compiles?.. ' . Comments/Assumptions .
Value. Value
;,,..: ❑Complies
,40'15 Automatic or gravity dampers are ,r;";r.�,,,•<�"•,.',-•r;;%�<<•s,'�-' ''�'' �`•'��
(FRS9�?' ;installed on all outdoor air r s%`' r''t�,jY`.'F:?'a j-�'� -t;::''f t j; ;%i s :❑Does Not
Intakes and exhausts. �:•,.;-: a�.;. •,�?.; '
�dJLjl—�tl��;x,:a �._;f; :�.:•.�'•;,,,;;•�r;;�r�;;�;;,;:::�; bservable
;:,, •%y; =:r:::-: ,.4._:.;2.::;::' ❑Not Applicable
Additional Comments/Assumptions:
1 1HIgh Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 Low impact(Tier 3)
Project Title:Vollmer& Son Construction Report date: 02/15/17
Data filename:\\COLONYI\Server Documents\COLONY\REScheck\Vollmer-2-14-17-105BayRd-COT.rck Page 6 of 9
Section::- _ plans Verlfied Field:Verlfled
#:'.__; : .:. lnsulatldn.lnspectlon. Compiles? CoMritents/Assumptlons.
Value
303:1'- ;All installed insulation is labeled '' 1''`';;; '' "'°'}'�}` ;`t•:% '; '' ❑Complies
EIN23P :or the Installed R-values :a•Y% : •%%:"y ;3� '.i=' ` '"' +; ". ODo
� :: :, �•}•,, ,is•. ..; r' �,., es Not
provided. f; '%::a
i. ..
;. r f :,:, '>;y�r;::�';;:�� °,r..,.•;•��.. ❑Not Observable
f.'r. r,,. ,iJ...i, ,..F:-�:1,;` ;;,<,':•:s ,`.: [Not Applicable
402.1.2. :Floor Insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies
402.2.E ;❑ Wood ;❑ Wood UDoes Not ;table for values
(IN111 ;❑ Steel ;❑ Steel :ONot Observable
9 ;ONot Applicable
303.2. :Floor insulation installed per ;i, '' .'3?; " ' ❑Complies
r
402.2.7 manufacturer's instructions,and ' ,r'?;<: "�'ir`%%:': •'•:.: " _ '�❑Does Not
(IN211 ;in substantial contact with the
;underside of the subfloor. ;'.''i "'' ��;J:' i; : ' %.s - -`-'.f'ONot Observable
F ;•: '^ `.' ONot Applicable
402.1.1. ;Wall Insulation R-value.If this Is a: R-' R- ;OComplies :See the Envelope Assemblies
402.2.5. :mass wall with at least 1h of the ;O Wood ;❑ Wood ;❑Does Not ;table for values.
402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass ;
;requirement applies(FR10). ❑Not Observable
(IN311 ;exterior,the exterior insulation ;❑ Steel ;❑ Steel :ONot Applicable ;
303.2 :Wall insulation is installed per y 1_ ,.';;;:'r.,.>:r%°'' '�;-: a 'OComplies
(IN41 :manufacturer's Instructions. :;.,y_.. %!::: :�' :•r:.;i ❑Does Not
..,.:(;�:i''i;;;��i';'.''r,`�I.j:i t%1,�1!'iv;,%• : l❑Not Observable
.JONot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:Vollmer&Son Construction Report date: 02115/17
Data filename:\\COLONY\\Server Documents\COLONY1RESchecklVollmer-2-14-17-105BayRd-COT.rck Page 7 of 9
i
Section
!� Final Inspection Provislons Pions Verlfled Field Verified.' Complies? Comments/Assumptions
&Re .ID Value Value
402.1.1, Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope assemblies
402.2.1. ;❑ Wood ;❑ Wood :ODoes Not :table for values.
402.2.2, ID
Steel ;❑ Steel ;ONot Observable
402.2.
(Fill' 6 ;ONot Applicable
303.1.1.1.:Ceiling insulation installed per OComplies
303.2 :manufacturer's instructions. -;ODoes Not
IF1211 :Blown Insulation marked every :s :..IONot Observable
:300 W.
`.J'' •, : 1:",. :,.,ONotApplicable
402.2.3 :Vented attics with air permeable :iOComplles
IF12212 :Insulation include baffle adjacent j 10Does Not
;to soffit and eave vents that 1❑Not Observable
extends over insulation. ;
: ;ONot Applicable
402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50 = : ACH 50= ;❑Complies
[FI1711 ach in Climate Zones 1-2,and ;❑Does Not
<=3 ach in Climate Zones 3-8. ;❑Not Observable
;❑Not Applicable
403.2.2 :Duct tightness test result of<=4 cfm/100 cfm/100 :OComplies
IFI411 :cfm/100 ft2 across the system or F7— ft= :ODoes Not
:<=3 cfm/100 112 without air ;ONot Observable
handler @ 25 Pa.For rough-in
tests,verification may need to ;ONot Applicable
;occur during Framing Inspection.
403.2.2.1 ;Air handler leakage designated OComplies
[F12411 :by manufacturer at<=2%of ODoes Not
;design air flow. } ''ONot Observable
1❑Not Applicable
403.6 :Heating and cooling equipment �. :❑Complies
[FI511 type and capacity as per plans. i Tboes Not
Q -]Not Observable
;❑Not Applicable
403.1.1 ;Programmable thermostats :` ::10Complies
IF1912 :installed on forced air furnaces. ..:ODoes Not
;❑Not Observable
} IONot Applicable
403.1.2 :Heat pump thermostat installed IOComplies
FI10= ;on heat pumps. , `''
I 1 . P P � ,- ?,❑Does Not
y I❑Not Observable
ONot Applicable
403.4.1 ;Circulating service hot water :❑Complies
(FI1112 :systems have automatic or .:ODoes Not
;accessible manual controls.
yj r* ❑Not Observable
{` ! ::Not Applicable
403.5.1 ;All mechanical ventilation system; iOComplies
[F12512 ;fans not part of tested and listed I :❑Does Not
HVAC equipment meet efficacy 1 1
:and air flow limits. F;..' y: ;ONot Observable
... . . :.(ONot Applicable
404.1 '75%of lamps in permanent j❑Complies
[F1611 fixtures or 75%of permanent I ❑Does Not
,fixtures have high efficacy lamps. ;[]Not Observable
Does not apply to low-voltage
;lighting. 1, ;❑Not Applicable
1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title:Vollmer& Son Construction Report date: 02/15/17
Data filename:\\COLONY:\Server Documents\COLONY\REScheck\Volimer-2-14-17-105BayRd-COT,rck Page 8 of 9
. Sectitin; 'Field Verified
#'' 'Flnal`Insp'ection Prov . . . Commens/AssppTIT:
V : Compile
?
404.1.1 ;Fuel gas lighting systems have `'- '+ : ` '� s.%':';- ?- ';•;;' •' I❑Complies
IF12313 :no continuous pilot light. ❑Does Not
"i,:4„ " +r .. :•:v::,. ❑Not Observable
4taY'e':,'q::;•..,'. ,_<Ki�;�lTy�7"(i:;'•'!':r,''-C,,is ''r.
❑Not Applicable
401.3 ,Compliance certificate posted. <<s av� %z;`';: i ;;%') >%`: ❑Complies
IFI7J? 4rrr:. Does Not
',':q,,• isiPel:`•- Ff'r ,;:;.:::;�;`tl;:,:;:. :, ❑Not Observable
,
❑Not Applicable
1
;r�' i" ❑Complies
303.3 ;Manufacturer manuals for ' �;�t�';:iq•s `%1�,';r:.. :7 J�'' %s�'�">.
11`I1813 mechanical and water heating =,�:, r;';'%?! "::C. ` ; "'• ❑Does Not
:systems have been provided.
-% '�'` ;'• "• ;❑Not Observable
j❑Not Applicable
Additional Comments/Assumptions:
1 JHlgh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3)
Project Title:Vollmer& Son Construction Report date: 02/15/17
Data filename:\\COLONY1\Server Documents\COLONY\REScheck\Vollmer-2-14-17.105BayRd-COT,rck Page 9 of 9
i
2012 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling/Roof 49.00
Ductwork(unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.28 0.50
Door 0.28 0.50
CoolingHeating&
Forced Hot Air 84 AFUE
Cooling System:
Water Heater:
Name: Date:
Comments
I
. M
" Boar setts Oe
d° uilding Reartment of Public Safety
fQ
Lice gulations Y Js:
nse: CS-0476 and Standards
., Construction Supervisor
Yi POIBOP qVOLLIIgE}2
CO7-Ui7X6
Mq
2
r i Corn CAL
Ex
09 0112017
i
—.._. -..................... ..
ie�oomv»za�uaea/ ,,1,LAeK j4ac1ueje0 License or registration valid for individual use only
before the expiration date. If found return to:
ulation
I Office of Consumer Affairs&Business Regulation office of Consumer Affairs and Business Reg ;
HOME IMPROVEMENT CONTRACTOR Type: 10 Park Plaza-Suite 5170 FY
b Registration:;;`1,09558 Individual Boston,MA 02116
Expiration--./2:1'/2018 k
MARKVOLLMER`j.� '�,,.�ti
MARK VOLLMER �• =,ffI;, ;;; i
1455 SANTUIT NE Not valid without signature
V1ITQWN-RD:'' .\:t�ax�- .
COTUIT,MA 02635
F -'` Undersecretary
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6
6 ® u
Effective Date: February 27, 2017
6 �
6 "
6 "
6 "
6 Western Surety Company
P "
P P
LICENSE AND PERMIT BOND
6 "
o P
F KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 71880312 ;
6 il
6 il
That we, Vollmer & Son Construction, Inc.
6 u
6 �
Of Cotuit , State of Massachusetts , as Principal, ,'
f
6 and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of "
Massachusetts , as Surety, are held and firmly bound unto the
Town of Barnstable , State of Massachusetts , as Obligee,in the penal
sum of One Thousand Three Hundred Sixty and 00/100 DOLLARS ( $1,360.00
lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made,
we bind ourselves and our legal representatives, firmly by these presents.
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been
licensed Street Opening
by the Obligee.
NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply
with the laws and ordinances, including all amendments thereto, pertaining to the license or permit
applied for, then this obligation to be void, otherwise to remain in full force and effect until
February 27th 2018 , unless renewed by Continuation Certificate.
This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class
U.S. Mail o�tA, ;e Obligee and to the Principal at the address last known to the Surety, and at the expiration
of th C 4p from the mailing of said notice, this bond shall ipso facto terminate and the Surety
sh of&u�ioii•beved from any liability for any acts or omissions of the Principal subsequent to said
!
da e e number of years this bond. shall continue in force,.-the number of -,la; s made
gaWVt liis,bon �zthe number of premiums which shall be payable or paid, the Surety's total limit of
lra }ty aIl n t be emulative from year to year or period to period, and in no event shall the Surety's total
lik Cad ,exceed the amount set forth above. Any revision of the bond amount shall not be
Dated this 2 3 rd day of February 2017 W
6 6
F F
P 6
F 6
VOLLMER & SON CQNSTRUCTION, INC. G
Principal
F
F "
F f
F Principal
P f
WEST E SURET COMPANY
F / ;
F y "
Paul T.Br at,Vice President
P Form 532-12-2015
WESTERN SURETY COMPANY ONE OF A MERICA'S OLOEST BONO.NG COMPANIES
F "
F �
I
ACKNOWLEDGMENT OF SURETY
STATE OF SOUTH DAKOTA ss (Corporate Officer)
COUNTY OF MINNEHAHA
On this 23rd- day of- February 2017 ,before me,the undersigned officer,
personally appeared Paul T. Bruf lat who acknowledged himself to be the aforesaid
officer of WESTERN SURETY COMPANY, a corporation, and that fie a's's i offie61 being adth-orized'sbliYdo,executed
the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such
officer.
IN WITNESS WHEREOF,I have hereunto set my hand and official seal.
}444444444444444444444444} .
s M. BENT J A�
�.
s ^ NOTARY PUBLIC ^ r
s SEAL SEAL r Notary Public—South Dakota
f SOUTH DAKOTA s
}44444444444444444444444}
My Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL
(Individual or Partners)
STATE OF ss
COUNTY OF
On this day of ,before me personally appeared
known to me to be the individual— described in and who executed the foregoing instrument and acknowledged to me
that—he— executed the same.
My commission expires
Notary Public
ACKNOWLEDGMENT OF:PRINCIPAL .
STATE OF - _... ...
(Cbrpor'a`te'Officer)
COUNTY OF ss
On this day of before me personally appeared
who acknowledged himself/herself to be the
of , a corporation, and that he/she as
such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing
the name of the corporation by himself/herself as such officer.
My commission expires
- - ------~ — Notary Public
C
It
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D � a W � (D
i y W Z
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a o w -d
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ODD
l
West&n Surety Company
RIDER
It is hereby mutually agreed and understood by and between the Principal/Insured and
Western Surety Company, that instead of as originally written:
The description has been changed to read:
Street Opening Town of Barnstable. Project location is 105 Bay Road, Cotuit, MA
02635
No further changes other than above.
Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, limits or
conditions of the Policy/Bond , except as hereinabove set forth.
� s Ride be��"a�'��s effective on the 27th day of December 2017 at
twe`lve >�'1 onnbo'clock a.m., standard time.
�%a: z=
a l'cl wing part of Policy/Bond No. 71880312
issuell''}3 �f/Op�`t`�,r WESTERN SURETY COMPANY of Sioux Falls, South Dakota,
to Vollmer & Son Construction, Inc.
Signed this 28th day of February 2017
W E SURETY COMPANY
By 7-
Paul T. Bruflat, Senior Vice President
Form F5147-6-2002 �Ow
Western SureCompany
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and
authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut,
Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine,
Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey,
New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina,
South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United
States of America, does hereby make,constitute and appoint
Paul T. Bruflat of Sioux Falls
State of South Dakota , Its regularly elected Vice President
as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on
its behalf as Surety and as its act and deed,the following bond:
One Street Opening Town of Barnstable. Project location is 105 Bay Road, Cotuit, MA 02635
bond with bond number 71880312
for Vollmer & Son Construction, Inc.
as Principal in the penalty amount not to exceed: $ 1,360.00
Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company
duly adopted and now in force,to-wit:
Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate
name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the
Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint
Attorneys-in-Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is
not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any
such officer and the corporate seal may be printed by facsimile.
In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its
Vice President with the corporate seal affixed this 28th day of February
2017
ATTEST WESTE N URET COMPANY
.� By
L.Nelson,Assistant Secretary Paul T Bruflat,Vice President
C '
y�4rA.�'40Rq,,'0�.Q�
STATE OF SOUTH DAKOTA
ss
COUNTY OF MINNEHAHA '�.,S1I..............
Tit> R �
tidll{Nittt1�1
On this 28th day of February 2017 before me, a Notary Public, personally appeared
Paul T. Bruflat and L. Nelson
who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President
and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the
voluntary act and deed of said Corporation.
+yh5�,hyhs5hhyhyyhhhyhyhhh+
J. MOHR s
sNOTARY
S AE� PUBLIC SF�AL SOUTH DAKOTA Js
s Notary Public
+hhyhy5yhh55hhyh�,y5h�yyy+ My Commission Expires June 23, 2021
To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage.
Form F1975-1-2016 ���
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GABLE ENDWALL RAKE OR RAKE TRUSS u+/STRUCTURAL 8d I0d Od 6'EDGE/6'FIELD
OUTLOOKERS
GABLE ENDWALL RAKE OR RAKE TRUSS:u/LOOKOUT BLOCKS 8d 10d 4'EDGE/4'FIELD
CEILING SHEATHING
GYPSUM WALLBOARD _
5d COOLERS T'EDGE/10'PEP1D T q OF q
WALL SHEATHING 1
WOOD STRUCTURAL PANELS -
STUDS SPACED UP TO 24'O.C. 6d 10d 6'EDGE/12'FIELD
AND xly FIBERBOARD PAYEES Bd - 3'EDGE/6'FIELD _ — I ��
Y�'GYP8UI9 WALLBOARD 5d COOLER6 - 7'EDGE/10'FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS FULL -EIGHT SNEAT-LIN =G -SINGLE LOOR ® -I FULL NEIGT SH.CA I HING -MUL I I FLOOR
1'OR LESS Od IOd 6'EDGFA'FIELD SCALE:N-•5, SCALE:N.T.S. i
GREATER TWAN 1' IOd 16d 6'EDGE/6'FIELD
JOB: 1602
DRAWN BY: KW
DATE: "A
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•- "'-... _ -RIDGE VENT 1 A. RIDGE VENT ,,1
1 1/2 12 RIGID WIND WASH BARRIER REQUIRED ■>t
12 (2)1A LVL STRUCTURAL RIDGE AT EXTERIOR EDGE OF EXTERIOR N �- (3)16'LVL RIOGE
ASPHALT SHINGLES TOP PLATE Z
r/Oa 45� 5/5'CDX SHEATHING / S/6'COX SHINGLES
' 12 i I -SIRE COX SHEATHING
SD /. OC. W iL O
\ti O �R3B FIBERG SS INSUL. � 51 H2.5 � _ 12
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p __ RA'�ENERS 4T P4�LL
1:;'.•'...;:r 1' v I6'O.C. !{I',I I'll: I6 O'-C,/
I JUNCTIONS TYP.
I TE
2xB s v >'- n
L_x _ IKB FASCIA
-'I. 1 3 STRAPPING Ix4 SECOND MEMBER
1/2'GYP.BOARD, ALVHINUM GUTTERS AND DOWN SPOUTS 0 0 rT
PLASTER FINISFI FRIEZE BOARD AND MOULDINGS W
of BLOCKING 4'-O'O.C. U' 'c•O
IN FIRST TWO JOIST AND RAFTER o Z .�.
o CLOSET BA I-i D
00'2x6 EXT.STUDS p 1 BAYS FROM GABLE WALL - o STORAGE
m v a� I of 6'O.C:
r FINISW/4'0 FLOOR . 4 O56 SUBPIOOR- - G SOFFIT
x&FASCIA
` 3/4'OSB SUBFLIOORI -.._.._.._.__.._.._..-.._-..__.._.._.._.._..-..____--_.._.._.._ /3_6. FRIEZE BOARD AND MOULDINGSNDOWN
T.O.S.F SECOND FLOOR 9'-21/2' .._. -.. I I .1..77gni. I _.
.-_.. - I I3/
COAT.V
2x1d5 9 16'O.C. I .. 2x10'S p 16'O.C.
T.O.P FIRST FLCY/R _ + -- - - �- - -- -
� � IxS SECOND MEMBER
ALUMINUM GUTT RS AND GOWN SPOUT
`9W-4 1/2' 91HY..aN .._-.____ I 96'26 EXT.STUDS v I6'OX. -
1 W12x35 STEEL BEAM '
ivl .-_-._ - R21 F.G.PLYWOOD
-DOUBLE
I/2'PLYWOOD SHEATHING I RD 2,6 F.
. STUDS i 16'O.C.
FINISH STAIRS 14R-- TTVEK WRAP JOISTS UNDER Id STRAPPING
PT ixi POST hl W.C.SHINGLES 5' I DORMER WALL SIRE GTP.BOARD R21 F.G.INSTIL.
WRAPPED w/PME 3-2,12 STRINGERS i ITMv WRAPD SHEATHING
FIRE RATED
(!1 KITCHEN c `I <I W.C.SHINGLES 5'TW
m G
r
GARAGE
I .SILL SEAL
m
LEDGER BOARD FASTENED --FINISH FLOOR ANCHOR ATL 2'O.C. 1 !
TO Rln.Y%ST w/(2)5/B' I 3/4'TfG OSB SUBFLOOR - -- - LEDGER BOARD FASTENED TO RIM JO15T ----..----- 4'CONC.SLABS _,.._.
LAG BOLTS I6'D.0 R30 FIBERGLASS INSIL. I I _ ..W/_(2 5/6.'.LAG BOLT.S_I6'..O.C. - FRST F
T.O.S.F.FIRST FLOOR _ 1 /
I _ P.T.2%6 SILL.SILL SEAL
2.Id5 0 Ib'O.C. L�Ili it 11 I I 2x10a
P.T._
l r� i`y 4NCHOR 4T 32'O.C.
POST BASE � I (2)11]/B'LVL> r C7�i+'�L2iT_ - -
i { 'y BASEMENT - I' B'x46'CONC.WALLS
ppp,
. I 5T41R5 14R- -- I 1 Jl t (2)a5 REBAR TOP BOT TYP.
I y 61 3-2.12 STRINGERS `\ Y 7
-3 1/2'LALLY COLUMNS
IdxB'-9'CONC.WALLS I '
-3 1/2'CONC.SLAB (2)e5 REBAR TOP BOT TYP.
DAMP PROOF BELOW GRADE I
I _-__.____-___-` Z
I
1 14-0' 26-O 12'-0'1. v
LLI
CROSS SECTION "A" - I SCALE: O U
CROSS SECTION
H �
SCALE: 114" 1'_prr
SHEET 6 OF 9
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Vl L
r
f I
.1i ,52T
1"17
-- 1 1 m-
,JOB: 1602
DRAWN BY: KW
�+ REV: 2/2B/17 DATE: 9/1/16