HomeMy WebLinkAbout0059 OSPREY DRIVE �,�� Q�sP� ����
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel Q l(J �Y 2 O ZO�6 Application #k
MAY _
Health Division
TOWN OF BARNSTABLF Date Issued
Conservation Division Application Fee
Planning Dept. + Permit Fee I
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/ Hyannis
Project Street Address
Village
Owner r Address Y �l`���� �� K1J p,
Telephone_ /�
Permit Request
0
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation kz Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ❑ No
Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing _new
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ❑ 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: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name ems," e A!' Telephone Number
Address& ..4w4teA k4Z License# A-s - e 1,41
lh�lo
/ � Home Improvement Contractor#
Email C r- A_o /0 A6r.C is Compensation # 4-0&c096�iiS�O/
ALL CONSTRUCTION DEBRIS RESULTIN OM THIS PROJECT WILL BE TAKE
SIGNATURE DATE. ��o
{
FOR OFFICIAL USE ONLY
i APPLICATION #
r
DATE ISSUED
MAP/ PARCEL NO.
ADDRESS VILLAGE
• f
OWNER
DATE OF INSPECTION:
FOUNDATION
t
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
r
FINAL BUILDING
r
DATE CLOSED OUT
ASSOCIATION PLAN NO.
Ile {ff_ 1rzj';rtC. ltLl 424 1
Office of Consumer Affairs alndus;iness Regulation
-finn, 10 Park Plaza - Suite 5170
- Boston, Massachusetts 02116
Home Improvement Contractor Registration
R4*Vation: t70848
Type: Supplement Gard
VIVINT SOLAR DEVELOPER LLC. Expiotl` 11/5/24318
EMMANUEL MELLO
3301 N THANKSGRONG WAY SUITE 504
LEHI, UT 84043
—- update Address and return card:Maroc reason for change.
scat o , --' -- -- -- _ C Address � Renewal 0 Employment, u-Lost Gard
74,
/ 1
M
,Cltiree of Coasawr Affairs do Rasinesa Regulation License or registration valid for individul use only
T- E IMPROVEMENT Cl31YTROeCTt)Ei before the expirition date. If found return is:
wae'e;4
Once of Consumer Affairs and Business egulatiemistraGon: 170tid8 Type;
.=--'" Expiration: 1;�g18 Supplement G_- 10 Park Plaza-Suite 5170 /
rd Boson r
VIVINT SOLAR DEVELOPER LtC. _ - --Boston,MA 02116
EMMANUEL MELL0 ✓r //'!/` r���°'�
" -3301 N THANKSGIVING WAY SUI``''
TEM, UT 84043 Underweretary ` NtY."valid*ithout signature ,
I
a 12w�aw�pR son RdAcWebster
MA 0 57 0
a Massachusetts -Department of Public Safety
s Certificate of Attendance and Completion
Refresher Renovator per 40 CFR part 745.22 Board of Building Reguiations and Standards
training Lead-safe Renovator-supervisor a�i,TritiuC`uul au.''rief-isoi
low Emmanuel Mello III License: CS-066601
4.f t S F
80 Kendelle Rd.
Jefferson MA 01522 ENIIIRANUEL T NISI,
Course&Exam Date:04/1715 PO Box 326 = MM44 s
Expiration Date:04/17/20 Jefferson MA 01ft2
Certificate R-R-18867-15-00228 7
7 T�� Daze: Expiration
Commissioner 05/0312017
N/�M�Eo :. RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT --
Customer Name and Contact Information: - Transaction Date 2016-03-'22-- - - -
--- - --- 'Name(s)" EvarodDale =—"---�_ w -
-` y Sevice No.
- Installation'Location- --- Address'—"59-Osprey Dr - Approximate Start and Completion Date- -"- -
- 59 Osprey'Dr - _ Cotuit-- --MA'-02635 2016=09-18_
COtuit MA 02635
Home Phone 5083642477
Cell Phone 5083642477
E-Mail evarod78@yahoo.com
r �
Our Promises + We will design,install,maintain,repair, + We will not place a lien on Your Property.
- monitor,and insure the System at no
additional cost to You. + You are free to cancel any time prior to Our
commencement of installation work at Your
+ We warranty all of Our work for the Property.
initial 20-year term.
+ The Energy Price includes a$5 monthly
+ Your Energy Price will not increase by discount for paying by automatic debit from
m,orejhan2.9%peryear. _ -Your bank account -_ --
+ We will fix or pay for any damage We + You will not be responsible for any property
may`cause to Your Property or belongings. -ta'x-assessed on'the System- _
Your Commitment Pay for the Energy produced by the System. • Maintain a broadband internet connection.
- -- ---.-.Keep Your roof in good condition throughout --Continue service with Your Utility for any-
the Term. energy used above and beyond the System's
production.
• Respond to Our sales and support teams
when scheduling and completing paperwork.
At the End of Your Initial Term You can renew the Agreement for a You can request that We remove the
-- - -- subsequent term;_ System at no additional cost-•r
• You can purchase the System;or
If You Move __ We guarantee You can transfer the Agreement • You can relocate the System to Your
—to the new owner,regardless of credit rating; new home;or _
. You can prepay the Agreement; • After the sixth anniversary,You can purchase
the System.
WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE.
YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY
CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT
PRESCREENED OFFERS. _
The Notice of Cancellation may be sent to this address support@vivintsolar.com I-vivintsolar.com
. 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043 Phone 877.404 41291.Fax
CoMight 0 2011-2015 Vivint Solar Djve1op i 1C-Aft-Rights-Reserved . - _ _w pPA 12015 v3.2)1.Page 1
- - - - ;NOTICE TO CUSTOMERS
A. LIST OF DOCUMENTSTO.BE INCORPORATED INTO _-Agreement,..signed-by_both:You and Us,-before-anyr�
.
THE CONTRACT`-
a. Residential Solar Power Purchase Agreement, G. CUSTOMER'S RIGHT TO CANCEL. YOU MAY CANCEL
b. Exhibit A-Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF:
c. Exhibit B-State Notices and Disclosures, (1) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY
d. Exhibit C-Certificates of Insurance, and AFTER THE TRANSACTION DATE, OR (II)THE START OF
e. Customer Packet. INSTALLATION OF-THE SYSTEM OR- ANY OTHER
These documents are expressly incorporated into this INSTALLATION WORK WE PERFORM ON YOUR
Agreement and apply to the relationship between You PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT,
and Us. YOU MUST EITHER: (1) SEND A SIGNED AND DATED
B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED
OTHERWISE REPRESENTED ANY REDUCTION IN OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR
ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT (2) PERSONALLY DELIVER A SIGNED AND DATED
WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION TO: VIVINT
C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY,
UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE 500, LEHI, UT 84043, ATTN: PROCESSING
PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPARTMENT. IF YOU CANCEL THIS CONTRACT
AGREEMENT. WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL - -
D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REFUND OF YOUR MONEY. REFUNDS MUST BE MADE
HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN 30 DAYS OF OUR RECEIPT OF THE
You have read and received a legible copy of this CANCELLATION NOTICE. SEE THE ATTACHED NOTICE
Agreement, that We have signed the Agreement, and OF CANCELLATION FOR AN EXPLANATION OF THIS
that You-have read and received a legible copy of every RIGHT:DO NOT-SIGN-BELOW UNLESS WE HAVE GIVEN -
document that We have signed during the YOU THE "NOTICE OF CANCELLATION." WE ARE
negotiation.- - -- PROHIBITED FROM HAVING AN_ INDEPENDENT-
E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP
A SALES REPRESENTATIVE. YOUR PAYMENT AT YOUR RESIDENCE BEFORE THE END
F. DO NOT SIGN THIS AGREEMENT IF THIS OF THE CANCELLATION PERIOD. _
AGREEMENT CONTAINS ANY BLANK SPACES. You are H. You have the right to require U to have a - ~
entitled to a completely filled in copy of this performance and payment bond.
BY-CHECKING THIS BOX, YOU`AGREE- TO-RECEIVE-ELECTRONIC -RECORDS AS FURTHER-DESCRIBED
IN SECTION 7(m),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE.
✓-BY-CHECKING THIS°BOX;YOU"AGREE-AND;OPT=IN'`TO,RECEIVING TEXT-MESSAGES AS FURTHER:DESCRIBED
IN SECTION 7(n),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE.
BY CHECKING THIS BOX,YOU AGREE TO-ARBITRATION AND WAIVE THE RIGHT TO AJURY TRIAL AS DESCRIBED
IN SECTION 6(e),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE.
VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S):
/j Al
` J
Signature: Signature:
Printed Name: Bradley Hofhines Printed Name: Evarod Daley
.Salesperson No.: 94506
Signature:
Printed.N6me:46� -
k_�-- - -
�-
Copyright c 2011-2015 Vivint Solar Developer, LLC�AII_Rights Reserved.- V PPA(11%2015w3: J I Page 17 _
A`oR" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)
01/27/2016
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
MARSH USA INC. NAME:
122517TH STREET,SUITE 1300 alc No Ext: a/c No);
DENVER,CO 80202-5534 E-MAIL
Attn:Denver.CedRequest@marsh.com Fax:212-948-4381 ADDRESS:
INSURERS AFFORDING COVERAGE NAIC M
INSURER A:Axis Specialty Europe
INSURED INSURER B:Zurich American Insurance Company 16535
Vivint Solar,Inc.,
Solar Developer LLC INSURER C:American Zurich Insurance Company 40142
Vivint Solar Provider LLC INSURER D:N/A N/A
3301 North Thanksgiving Way,Suite 500
Lehi,UT 84043 INSURER E:
INSURER F-
COVERAGES CERTIFICATE NUMBER: SEA-002920068-04 REVISION NUMBER:2
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR ADDL S BR POLICY EFF POLICY EXP
LTIR TYPE OF INSURANCE POLICY NUMBER jMMIDDNYYY1 (MWDDNYYYI. LIMITS
A X COMMERCIAL GENERAL LIABILITY 3776500116EN 01/29/2016 01/29/2017 EACH OCCURRENCE $ 25,000,000
DAMAGE TO RENTED
CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 1,000,000
MED EXP(Any one person) $ 10,000
PERSONAL&ADV INJURY $ 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 25,000,000
X POLICY RD LOC PRODUCTS-COMP/OPAGG $ 25,000,000
F
OTHER: $
B AUTOMOBILE LIABILITY BAP509601501 11101/2015 11/01/2016 COMBINED SINGLE LIMIT $ 1,000,000
Ea accident
X ANY AUTO BODILY INJURY(Per person) $
ALL OWNED SCHEDULED BODILY INJURY(Per accident) $
AUTOS AUTOS
X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $
AUTOS Per accident
Comp/Coll Ded $ 1,000
UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _
EXCESS LIAR ECLAIMS-MADE - AGGREGATE $
-4 DED RETENTION$ $
C WORKERS COMPENSATION WC509601301 11/01/2015 11/01/2016 X PER OTH-
AND EMPLOYERS'LIABILITY Y/N STATUTE ER _
ANY PROPRIETOR/PARTNER/EXECUTIVE AZ,CA,CT,HI,MD,NJ,NY,NV,NM, E.L.EACH ACCIDENT $ 1,000,000
OFFICER/:MEMBER EXCLUDED? N/A
(Mandatory in NH) OR,PA,UT. E.L.DISEASE-E4 EMPLOYEE $ 1,000,0W
B If yes,describe under WC509601401 MA 1110112015 11/0112016
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000
DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required)
CERTIFICATE HOLDER CANCELLATION
Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
200 Main St THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Hyannis,MA 026014002 ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
of Marsh USA Inc.
Kathleen M.Parsloett4(Cu�c
- @ 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD
`The Commonwealth of Massachusetts
-Department of Industrial Accidents-
Office,of Investigations —.-
��__ _ _—_..:600.Washington Street.. .
vi
- - Boston,.MA 02111
. www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): V r ✓i n -V C/4,•r t n 4 -
Address: -3 301 0 . S-od
City/State/Zip: tit 7— q`f y k 3 Phone#: qV { - 2 Z t - Y S-1
Are you an employer?Check the appropriate box: Type of project(required):
l. v I am a employer with 4. ❑ I am a general contractor and 1 .6. ❑New,construction
employees(full and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partner- listed on the attached sheet./ 7- ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑Demolition
working for mein capacity. workers' comp.insurance.
� an Y4. El Building addition
[No workers'camp. insurance 5. We are a corporation and its
regtired.] officers have exercised their
10.❑Electrical repairs or additions
3.❑ 1 am a homeowner doirpg all work right of exemption_per MGL l L❑ Plumbing repairs or additions
} myself. [No workers'comp. c. 152,§1(4),and we have no l2.❑ Roof repairs
insurance required.]t employees. [No workers' 13.0 Other Solar
comp. insurance required:]
a *Any applicant that checks box kl must also fid out the section:W.ow showing their workers`compensation policy Wonn4ion. _
Homeowners who submit this afl ictavi¢indicating they lire doing all work anti then hike outside contractors must submit a new alti�ax,iC indicating such
tContiaetors that chick this box most attached an addilional s�teet showing the.naineoEtlie sub-contractors and ilteirworkctS`camp.policy information.
—� I ane an employer titans providing workers'conrpensrrtio insurancefir,my employees Belmss;is Ilse policy and jvG site-
informatiom
Insurance CompanyName: �t f� c �mc , Cah -Y'�-*Sf�f✓�t �C�„ 64 ''�An
Policy#or Self-ins. Lie.#: V%l L S 0 of 6 V j- `/61 Expiration Date: t
Job Site Address: 59 Osprey Drive _ City/State/Zip: Cotuit MA
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
--fine up to$1,500.00 and/or'one-year imprisonmentfasw✓ell`as-civil penalties in the form of a-,STOP WORK ORDER-and a•fine"--
oftip to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification. - v.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct
Signature: Date:
Phone#: cir Z 2-
Official use only. Do not write in this area, to be completed by city or town official.
t 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#• -
-- Va �(:�� 3301-North Thanksgiving Way;Suite 500 -
_ 11-LJ: o _ _ _ _ - _ -
__ _ — YStCUCtUCB�_GCOU-p _ _ _�R _ Lehi, UT 84043.-.
-P�(801)-234-7050
-_— —Scott E.-Wyssling; J?E -
Senior Manager ofEngineenng � _ _ scott.wyssling@vivintsolar.com- -
April 05, 2016
Mr. Dan Rock, Project Manager
Vivint Solar
3301 North Thanksgiving Way, Suite 500
Lehi, UT 84043
Re: Structural Engineering Services
Daley Residence
59 Osprey Dr, Cotuit MA
S-4878696
5.2 kW
Dear Mr. Rock:
Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of
the above referenced home:
1. Site Visit/Verification Form prepared by-aVivint Solar representative identifying specific site'
information including size and spacing of members for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection details for
the solar panels. This information was prepared by the Design Group and will be utilized for
approval and construction of the proposed system.
3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar
system. - -
4. Photographs of the interior and exterior of the roof system identifying existing structural members
and their conditions.
Based on the above information we have evaluated the structural capacity of the existing roof system to support the --
additional loads imposed by the solar panels and have the following comments related to our review and evaluation:
-- Description of Residence:--
The existing residence is typical wood framing construction with the roof system consisting of the following:
• Roof Section 1: Roof section is composed of Zil2-dimensional lumber at 16"`onn66niter with 2x4 -
collar ties every 16" and knee wall supports 6'from the ridge and a single layer of roofing. The attic
space is unfinished and photos indicate that there was free access to visually inspect the size and
-� ` condition of the`roof members: --
All wood material utilized for -the roof-system is assumed to be Spruce-Pine-Fir #2 or-better with standard
construction components. The existing roofing material consists of composite shingle.
Stability Evaluation:
A. Wind Uplift Loading
1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other
Structures, a wind speed of 110 mph based on Exposure Category B and 30 degree roof slopes on
the dwelling areas. Ground snow load is 30 PSF for Exposure B, Zone 3 per(ASCE/SEI 7-10).
2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the
dwelling.
M
- duo Ulf
Page 2 of 2
B. Loading Criteria
�10 PSF = Dead Load (roofing/framing) -. - 30 PSF =Live Load (ground snow load)
3 PSF = Dead Load (solar panels/mounting hardware)
Total Dead Load= 13 PSF
The above values are within acceptable limits of recognized industry standards for similar structures and in
accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on
the existing roof structure utilizing the above loading criteria indicates that the existing members will support the
additional panel loading without damage, if installed correctly.
C. Roof Structure Capacity
1. The photographs provided of the attic space and roof rafters show that the framing is in good
condition with no visible signs of damage caused by prior overstressing.
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation
Manual", which can be found on the Ecolibrium Solar website (ecolibrium solar.com). If during solar
panel installation, the roof framing members appear unstable or deflect non-uniformly, our office
should be notified before proceeding with the installation. - -
2. The solar panels are 1 '/i' thick and mounted 4 '/z" off the roof for a total height off the existing roof
of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof.
3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the Nation
Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based
on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2", is less than the maximum
allowable per connection and therefore is adequate.
4. Roof Section 1: Considering the roof slopes, the size, spacing, condition of the roof, the panel
supports shall be placed at and attached no greater than every fourth roof member as panels are
installed perpendicular across members and no�greater than the-panel-length when installed +-
paralld" the members (portrait). No panel supports spacing shalfbe greater than four (4) spaces `
or 64"o/c,whichever is less.
5. Panel support connections shall be staggered to distribute load to adjacent members.
Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately
support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009
International Residential Code with Massachusetts Amendments, current industry standards and practice, and the
- -information supplied to us at the time of this report. --� - - - - - -
Should you have any questions regarding the above or if you require further information do not hesitate to contact
me.
V truly yours,
SUN
� VIA
Scott E. Wyssling, P NO 507
MA License No. 5 7 A10, oFc1slE�:
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r z N N Q 3 9
a g 5116"x4 1/2" ,
t SS LAG SCREW F
TORQUE=13±2 FT-LBS SHEET {
NAME:
L=PORTRAIT I
CLAMP SPACING ) Z Q
o F"
ECO CLAMP ATTACHMENT I w
COMPATIBLE~ +�
L=LANDSCAPE I, SHEET
MODULE i NOT TO SCALE i ; I
CLAMP SPACING iII 1 I ;` NUMBER:
MODULES IN PORTRAIT/LANDSCAPE
NOT TO SCALE I '
e I f
Q Conduit and Conductor Schedule(ALL COPPER CONDUCTORS) DC Safety Switch Notes: Solar PV System AC Point of Connection I
AC Output Current
Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size g
to to NBC 31.25 rAmps t
Rated for max operating condition of inverter
1 I Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air 69o.8(B)(1)
NEC 690.35 compliant Nominal AC VQlfa a zao volts o
1 I 18are Copper Ground(EGC/GEC) 6 AWG 1 f N/A-Free Air NIA-Free Air •o ens all ungrounded Conductors g
2 l THWN-2 10 AWG 4(V+,V-) i PVC I, 1" p g THIS PANEL FED BY MULTIPLE SOURCES
(UTILITY AND SOLAR) { t = c t
2 l THWN-2-Ground 8 AWG 1 , l PVC 1, I t 1" I(j)8 AWG 3(1-L1,1-L2,1-N) I
Notes: SE6000A-US-U Inverter Specs:
- 3 i THWN-2 t PVC �' t t 1" - - - I
i 3 l THWN-2-Ground 8 AWG 1 ' PVC 1^ Wire size and breaker calculations dependent upon CEC Efficiency / 97.5% : .N <M
Inverter Continuous Maximum Output. AC Operating Voltage 240V (1)
Example:SE38000A-US-U Max Output=16A o"=z
t <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 25A I' �;o z
l each SE380OA-US-U inverter. Wire Gauge should also DC Maximum Input Current _ 18A o'
be determined with 16A Max for each inverter.
ALL CONDUCTORS Solar Edge Optimizer Specs: [ 1 m
. t ,
P300 DC Input Power 300W P:
SHALL BE COPPER DC Max Input Voltage '8?48V
( DC Max Input Current 12.5A r '1
Design COndItIOr1S: DC Max Output Current �15A t • dia+ i
o Max String Rating i5250W ;
9 y ASHRAE 2013
{ I Highest Monthly 2%DB Design Temp 35.6 C. Module Specs: i
22 PV MODULES PER INVERTER=5720 WATTS STC Lowest Min.Mean Extreme DEI -17°C
1 STRING OF 11 PV MODULES VOC Temp coefficient V/°C JKM260P-60 { f` i e0
1 STRING OF 11 PV MODULES Short Circuit Current(Isc) 9.00A
Open Circuit Voltage(Voc) 37.8V 0
System Specs: Operating Current(Imp) 8.47A mom
Max DC Voltage 500V Operating Voltage(Vmp) 30.7V C a
000 1
Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A
000 ,D
Max.DC Current per String 15A STC Rating(Pmax) 260W
++ - - - Nominal AC Current 25A Power Tolerance -0/+3%
*CONFORMS TO ANSI G12.1-2008
p P
L1 L2 N
! I
o 0 0 ,0 111 �t 1 SOLAREDGE .. 0
SE6000A-US-R to V ¢
- _ _ I INVERTER' I H W
_� � •l � ' Square DgDU222RB t Z m = t
60P/240V UNFUBED 100A ' ; _
NEMA3 Z W
i SOLAREDGE OR EQUIVALENT ( w W 2 m
III FI _ _ _ _ _ x t M, ti DC SAFETY w
I SWITCH I Q a J 3
tI Q
SOLAREDGE y I ' N N ¢ K
`P300OPTIMIZERS MA I Z 2 �C)
t` EXISTING 1 SHEET
240V/125A AC ) NArae:
' I w
-— — LOAD-CENTER t z
NI ° 75! VISIBLE WITH 1-2 POLE 40A °a_
LOCKABLE SOLAR BREAKER, I
^/ 2 'KNIFE'A/C i
I JUNCTION BOX t (2 �J DISCONNECT 3 SHEET"
` WITH IRREVERSIBLE +[
GROUND SPLICE t I NUMBER:
4w i
N o
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7 N
(n�om
as
ODULES MOVED TO THE Ny
COMP SHINGL Of O z
BACK OF THE HOME
CUSTOMER REQUEST o Z
/^7``1 V O
W U
Q
F
f-
7
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ROOF SECTION
Az:259 Ti30
18 MODULES @ 1034 SUNHOUR
0
N
M
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J
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ae F W U
Z m =
> a
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W W z CD
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SHEET
NAME
zU
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ROOF SECTION 2 THIS ROOF SECTION NOT USED.USAGE w U
Az 259 Ti:30 WAS REACHED WITH OTHER SECTIONS. 0 J
4 MODULES @ 1014 SUNHOUR SHEET
NUMBER
USAGE CONSTRAINT p
107.7% CUSTOMER USAGE OFFSET d
EcolibriumSolar
Customer Info _
Name: 4878696 - - �--- -- ---- -- ----- --- _ __— _--- -- - -Email:
Phone:
_ _ � • -
Phone:
Project Info
Identifier: 64743
Street Address Line 1: 59 Osprey Dr
Street Address Line 2:
City: Cotuit
State: MA
Zip: 02635
Country: United States
System Info
Module Manufacturer: Jinko Solar
Module Model: JKM260P-60
Module Quantity: 22
Array Size (DC watts): 5720.0
Mounting System Manufacturer: Ecolibrium Solar
Mounting System Product: EcoX
Inverter Manufacturer: SolarEdge Technologies
Inverter Model: SE6000A-US (240V)
Project Design Variables
Module Weight:-41.9 Ibs
Module Length: 65.0 in
Module Width: 39.0 in --
Basic Wind-Speed` 100.0 mph - -- --- -
Ground Snow Load:40.0 psf
Seismic: 0.0
Exposure Category,B _
Importance Factor: II
Exposure on Roof: Partially Exposed
Topographic Factor: 1.0
Wind Directionality Factor: 0.85 - _ - ---- --
Thermal Factor for Snow Load: 1.2
Lag Bolt Design Load - Upward: 820 Ibf
"Lag Bolt-Design:Load.-:Lateral: 288 Ibf
EcoX Design Load- Downward: 722 Ibf
EcoX Design Load - Upward: 765 Ibf
EcoX Design Load - Downslope: 297 Ibf
EcoX Design Load - Lateral: 233 Ibf -
Module Design Moment-Upward: 3655 in-lb
Module Design Moment-Downward: 3655 in-lb
Effective Wind Area: 20 ft2
Min Nominal Framing Depth: 2.5 in
Min Top Chord Specific Gravity: 0.42
4 - EcolibriumSolar
Plane Calculations (ASCE 7-05): 1 --
_- -Roof Shape:,Gables _ - --- __ ---_-__ - Edge and.Corner-Dimension:3.0 ft
-- - -Roof-Type: Composition Shingle -- -Stagger Attachments: Yes" - - - ---
Average Roof Height_30.0 ft - Include.Snow Guards:
Leasf Horizontal Dimension: 30.0 ft-- -------
Roof Slope: 30.0 deg - - -
Truss Spacing: 16.0 in
Snow Load Calculations
Description Interior Edge Corner Unit
Flat Roof Snow Load 33.6 33.6 33.6 psf
Slope Factor 0.73 0.73 0.73
Roof Snow Load 24.5 24.5 24.5 psf
Wind Pressure Calculations
Description Interior Edge Corner Unit
Net Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf
Net Design Wind Pressure Downforce 16.0 16.0 16.0 psf
Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0
Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf
Design Wind Pressure Downforce 16.0 16.0 16.0 psf
ASD Load Combinations
Description Interior .._ Edge Corner Unit
Dead Load 2.4 2.4 2.4 psf
Snow Load 24.5-
24.5 - 24.5 _ -psf
Downslope: Load Combination 3 11.8 11.8 11.8 psf
Down: Load Combination 3 20.5•- -- 20.5 --- 20.5 -- - .psf .�-
Down: Load Combination 5 18.1 18.1 18.1 psf
Down: Load Combination 6a _ _ 27.9- -_. .27.9 27.9 - - .psf
Up: Load Combination 7 -15.9 -18.9 -18.9 psf
Down Maxim - - - 27.9 '27.9'": 427.9- psf
Spacing Results(Landscape)
Description Interior Edge Corner Unit
Max Allowable Spacing Between Attachments 62.3 62.3 62.3 in
Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in
Max Cantilever from Attachment to Perimeter of PV Array 20.8 20.8 20.8 in
Spacing Results(Portrait)
Description Interior Edge Corner Unit
Max Allowable Spacing Between Attachments 48.2 48.2 48.2 in
Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 -. in _
-Max Cantilever-from-Attachment to-Perimeter of PV Array - 16..1 - 16:1- 16:1 - -in -
T EcolibriumSolar
- Layout_ _
0
Skirt _
o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal
expansion and contraction. See Installation Guide for details. :
x O _Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with-r
-- -+-Bonding Jumper maximum"allowable overhangs
Ecolibrium Solar
Roof Weights -
'In Conformance with Solar.ABC's'Expedited°Perm itProcess
Module Quantity: 18__,
-Weight of Modules:-754-Ibs
Weight of Mounting System: 98 Ibs
Total Plane Weight: 852 Ibs
Total Plane Array Area: 317 ft2
Distributed Weight: 2.69 psf
Number of Attachments: 49
Weight per Attachment Point: 17 Ibs -
EcolibriumSolar
Plane-Calculations-(ASCE 7-05):-Roof 2 - -rn
---Roof.Shape:.Gable --Edge-and Corner.Dimension:,3.0 ft -
-- Roof-Type:,Composition-Shingle Stagger Attachments:Yes"'
Average Roof Height: 20.0 ft - Include.Snow.Guards:-YesT ---
----Least Horizontal Dimension:14.0 ft--. - ------ -- - - _ _-
Roof Slope: 30.0 deg
Truss Spacing: 16.0 in
Snow Load Calculations
Description Interior Edge Corner Unit
Flat Roof Snow Load 33.6 33.6 33.6 psf
Slope Factor 1.0 1.0 1.0
Roof Snow Load 33.6 33.6 33.6 psf
Wind Pressure Calculations
Description Interior Edge Corner Unit
Net Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf
Net Design Wind Pressure Downforce 16.0 16.0 16.0 psf
Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0
Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf
Design Wind Pressure Downforce 16.0 16.0 16.0 psf
ASD Load Combinations
Description Interior Edge Corner_ Unit
Dead Load 2.4 2.4 2.4 psf
-Snow Load - ---- 33.6 33.6 336 psf-
Downslope: Load Combination 3 15.7 15.7 15.7 psf
•Down:.Load Combination 3 _27.3 -27.3 .27.3 _ - -psf_
Down: Load Combination 5 18.1 18.1 18.1 psf
_Down: Load Combination 6a _ _ 33.0 33.0 33.0• -_.. psf
Up: Load Combination 7 -15.9 -18.9 -18.9 psf
_ :Down,Max- `33.0 `33:0 ,33:0 psf --
Spacing Results(Landscape)
Description Interior Edge Corner Unit
Max Allowable Spacing Between Attachments 57.2 57.2 57.2 in
Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in
Max Cantilever from Attachment to Perimeter of PV Array 19.1 19.1 19.1 in
Spacing Results(Portrait)
Description Interior Edge Corner Unit
Max Allowable Spacing Between Attachments 40.5 40.5 40.5 in
:Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in
'Max Cantilever from Attachment to Perimeter of PV-Array13.5 115 13.5--- - -in
Ecolibrium Solar.
Layout - - -
-. -- - - - -� _.............. __
Skirt -
o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal
expansion and contraction. See Installation Guide for details..
O Clamp Warning: PV Modules may need to be shifted with respect toroof trusses to comply with
- --`*—Bonding Jumper- -"maximum allowable overhang.— � '
EcolibriumSolar
Roof Weights
-In Conformance with Solar ABC's Expedited Permit'Process ' -
_ Module.Quantity:.4--.Weight of Modules: 168'lbs ---
Weight of Mounting System: 98 Ibs
Total Plane Weight: 266 Ibs
Total Plane Array Area: 70 ft2
Distributed Weight: 3.77 psf
Number of Attachments: 49
Weight per Attachment Point: 5 Ibs
- EcolibriumSolar
- -_ Bill Of Materials -
Part___._-- �—_ "Name — - Quantit -
ECO-001_101 EcoX Clamp Assembly 49
ECO-001_102 EcoX Coupling Assembly 21
ECO-001_105B EcoX Landscape Skirt Kit 7
ECO-001 105A EcoX Portrait Skirt Kit 0
ECO-001_103 EcoX Composition Attachment Kit 49
ECO-001_116 EcoX Flat-Tile Flashing 0
ECO-001_117 EcoX S-Tile Flashing 0
ECO-001_118 EcoX W-Tile Flashing 0
ECO-001_363 EcoX Lower Support-Tile 0
ECO-001_109 EcoX Electrical Assembly (optional) 2
ECO-001_106 EcoX Bonding Jumper Assembly 6
ECO-001_104 EcoX Inverter Bracket Assembly 0
ECO-001 338 EcoX Connector Bracket 0
ECO_001-359 --- EcoX Lower Support-"Low Slope 0 �. -
�t"Eti Town of Barnstable
Building Department - 200 Main Street
9 S& * Hyannis, MA 02601
F16.19. •� (508) 862-4038
Certificate of Occupancy
Application Number: 201005833 CO Number: 20110025
-~ Parcel ID: 002002064 CO Issue�Date: 02/25111
Location: 59 OSPREY DRIVE Zoning Classification: RESIDENCE F DISTRICT
Proposed Use: DEVELOPABLE 'LAND
Village: COTUIT
Gen Contractor:, BAYSIDE BUILDING, INC Permit Type:'. RC00
_ CERTIFICATE OF OCCUPANCY RES
Comments:
Building Department Signature Date Signed
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
I A , "-
m / �C(:J IL
DATA
THETr
Application Ref: 2010", j 3
* STABLE, * Issue Date: 11/01/10 Perm' it
9 MASS
�ArFO �a�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20102367
Proposed Use: DEVELOPABLE LAND Expiration Date: 05/01/11
[Location 59 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 002002064 Permit Fee$ 816.00 Contractor BAYSIDE BUILDING,INC
Village COTUIT App Fee$ 100.00 License Num 005645
Est Construction Cost$ 160,000
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
CONSTRUCT 3 BEDROOM,2 BATH SALTBOX WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL
1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
' Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: PO BOX 95 INSPECTION HAS BEEN MADE.
CENTERVILLE, MA 02632
Application Entered by: RM Building Permit Issued By:
' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY`STREET ALLY:OR SIDEWALK:OR ANY PART THEREOF,EITHER,TEMPORARILY ORPERMANENTLY.
ENCROACHEMENTS ON PUBLICPROPERTY,NOT SPECIFICALLYTERMITTED.UNDER.THE BUILDING,CODE,14fJST BE APPROVED BY THE.JURISDICTION.
STREET OR ALLY <A:GRADESS WELL AS DEPTH AND LOCATION OF PUBLIC SEAJERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS:
THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANTF•ROM THE CONDITIONS OF ANY APPLICABLE'SUBDIVISION RESTRICTIONS
r
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH).
5.INSULATION.
6.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS.NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c:.142A).
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
5 ox ` Le
2 �Fn i 2 /� 2
Pr
3 ',VC) 1 Heating Inspection Approv Is Engineering Dept
Fire Dept � 't 2 r� OASI �[ i Board of Health
d"'41
LJ.
VI
y.
_ r III
j
f
III -:�, - .. ,
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Foundation Certification in Barnstable MA
Prepared For : Lot 64 —59'0spre Drive' j
Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying
Flood Zone C ®FIRM Community Panel Number No. 025551 0021 D
OWNER: Cotuit Equitable Housing, LLC ®Deed Book 21804 Page 41 Registered Professional
OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ®Deed Engineers and Land Surveyors
Book 23161 Page 59 78 North Street, 3rd Floor
Barnstable Zoning Board of Appeals No. 2005-082 ®Deed Book 21059 Hyannis, MA 02601
Page 158 Phone— (508) 771-7502 Fox — (508)-771-7622
Minor Modification No. 1 ®Deed Book 22249 Page 282
Job Number. 2005-214 Scale : 1" = 20' 12-6-2010
a
�W I
LOT 63
A ,
N,�38,p1• E o N
1t22B a, C)
LOT 64 d
9,906f S.F.
0.23t ACRES Nause #59 G
EXIS�A�0
---— FT F0,603 ---- —
Z _oC 12/3/1O
CA
A
OPEN SPACE % N,
' o
111.21 E
N 60 27 50 a n
� A
N
O b,
0
LOT 65
I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS. /
IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED
IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS w>�p
LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A",(DB.21804 Pg 45)
AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.
J .Na f
THIS PLAN IS NOT,-TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. .29674
REGISTERED PROF SIONAL ND SURVEYOR BAXTER NYE ENGINEERING & SURVEYING DATE
`oF.HE r � Town of Barnstable _. ..
II!
BAASS.LE. g y
Re ulator Services
M
b. 9 MASS.
Building Division
MA A
200 Main,Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508- 90-6230 .
Inspection Correction Notice g
Type of Inspection
_* c D td �"Location Permit Number s<d D
Owner Co r G Builder ���fSt7s
One notice to remain on job site, one notice on file in Building Department.
t
The following items need correcting:
rxs T1e 14 (� 4 2 66C- grate S(.be s — yob S T(.k>S ?'a th L(Z To
u. w(ts 4 i€mac
ry 6-
ON
s
w
/ G
Please call: 508-862-48Mfor re-inspection.
Inspected by
V Date /0% 1
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 6906� Parcel 00. OW l Application #
Health Division Date Issued
Conservation Division Application Fee
Planning Dept. emu- t0 �g Permit Fee W
Date Definitive Plan.Approved by Planning Board
fix,
Historic OKH Preservation/Hyannis /
Project Street Address g YJ
Village
I
Owner � Address
Telephone -7 7
Permit Request 3 Ygdz, I,
44
Square feet: 1 st floor: existing proposed Eft 2nd floor: existing proposed Total new
Zoning District Flood Plain L'g Groundwater Overlay CP
Project Valuation-1/k 0-b Construction Type
Lot Size 1, f�6 0 Grandfathered: ❑Yes M-P�o If yes, attach supporting documentation.
Dwelling Type: Single Family i" Two Family ❑ Multi-Family (# units)
Age of Existing Structure ��.�/ Historic House: ❑Yes YNo On Old King's Highway: ❑Yes Umo
Basement Type: f(Full ❑ Crawl ❑Walkout ❑ Other /
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new 4p, Half: existing new
Number of Bedrooms: existing anew
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: M/Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes 3 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Who
Detached garage: ❑existing U new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage xisting > new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑ ®'Yes No If yes, site plan review#
Current User aMt�_ Proposed Use � �
APPLICANT INFORMATION C ��
(BUILDER OR HOMEOWNER) a
p
Name h 4LAA� wC Telephone Number ��l;C co °D
��i ,,.
Address 4s—
Home� License # �'v 5G Improvement Contractor#
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO '<'��Z
7';
SIGNATURE _ DATE
i
FOR OFFICIAL USE ONLY
APPLICATION#
DATE ISSUED
WiP/PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION.:
k FOUNDATION
FRAME '60K Co its 9y t [v #'� l oy o/k � s ®lam Q 6?�!</Zkc
INSULATION 7tlQ5rnk7
f
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING. ROUGH FINAL
GAS: ROUGH FINAL
Sc. S
FINAL BUILDING Q �� cl ��`'� �a
DATE CLOSED OUT
ASSOCIATION PLAN NO.
The Commonwealth of Massachusetts
'F Department of Industrial Accidents
Office of Investigations
' d 600 Washington Street
Boston,MA 02111'
wrvw.mass,g ov/dia '
Workers'Compensation Insurance davit: Builders/Contractors/Eleetricians/Plumbers
Applicant Information .Please Print Le ibl
Name(Business/Organization/Individual):
Address: / 5
City/State/Zi Phone.#: 771
Are you an employer?Check the appropriate boy ,Type of project(required):,
1.El I am a employer with 4. [ l am'a general contractor and I
6. ❑New construction .
'.employees(full and/or part-time).*• have hired the sub-contractors
listed on the-attached sheet. 7. ❑Remodeling
2:❑ I am a'sole proprietor or partner- ,
ship and have no employees These sub-contractors have g, ❑Demolition
workingfor me in an capacity. employeey and have workers'
y p t3'• 9. ❑Building addition
[No workers' comp,insurance comp.insurance t'
required.]
5. We are a corporation and its 10.❑Blectrical repairs or additions
3.❑ I am a homeowner doing ill-work . officers have exercised their 11.❑Plumbing repairs or additions '
myself:[No workers'comp. right of exemption per MGL 12;[]Roof repairs
insurance.required.]t c. 152, §1(4), and we have no 13 ❑ Other
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. .
tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot 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.#: fol�/?Y t1U��i 7U� l Q Expiration Date: ® ��
lob Site Address: City/State/Zip•
Attach a copy of the workers' compen ation policy declaration page'(showing the policy number and expiration date).
Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the.Office of
Investigations of the bIA for insurance coverage verification '
I do hereby certify u der the pains•and penalties ofperjury that the Information provided above Is true and correct.
Signature: �� _ Date
Phone#
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#:
Bayside Building Inc. Certificates of Insurance 2010
1
Sub Contractor General Liability Workers Comp
All Cape Garage Door 06101104 10107111 06101104 06101111
Aluminum Products of Cape 08115104 08115111 08115104 08115111
Anthony Averinos 07120104 04106111 07125104 07125111
Besse Landscape&Nursery 04130107 04130111 05118107 07117111
Baxter Nye Engineering&Surveying 08111105 08117111 08120104 08120111
Bortolotti Construction 03107104 03107111 03107104 03107111
Cape Cod Copper 02107108 02107111 04104108 04104111
Cape Cod Marble&Granite 07101105 07101111 08116105 08116111
Cape Concrete Forms 06105107 08112111 12107107 06108111
Carpet Barn Inc 01101106 05101111 01101105 01/01/11
Casella Waste Management 04130108 04130111 05101108 05101111
Central Vacuum House 12101105 12101110 01101107 01/01/11
Chaves,Robert 08113104 08113111 12117104 12117110
Christopher Costa,Inc. 01122108 08105111 02106107 02106111
Cornerstone dba Tony Arede 03110106 10122111 03117106 02101111
Dartmouth Pools&Spas 01101108 01/01/11 01101105 01/01/11
Davids Building&Remodel 01101107 01/01/11 06114104 06114111
D.P.Fuccillo Construction Inc. 10120106 10120111 10120108 10123111
Fast Glass Service 08108109 08108111 04107109 04107111
Govoni Land Services 05131104 06122111 07104104 06122111
Hill Construction 04129107 04129111 08114104 08114111
Joyce Landscaping 11115104 11115110 11115105 11115110
Kitchen Appliance Mart and 08112104 08112111 01101105 01/01/11
Electronics
L&M Glass Co,Inc 05101104 05101111 05101104 05101111
MacDonald Concrete Finishing 01109104 01109111 04107104 01109111
MAP Insulation 10101107 10/01/11 10/01/07 10/01/11
Meagher Bros. Construction(DECKS) 04125109 03124111 11109108 11109110
Meagher Construction(ROOFER) 06119104 03113111 06123104 06123111
Morse's Masonry 03110107 03110111 10111108 10/11/11
New England Concrete Solutions 04101110 04101111 03123110 03123111
New England Home Technologies 01122110 01122111 01122110 01122111
Northern Sealcoating 10101107 10/01/11 04101107 04101111
Northside Design Associates 01115107 01115111 11130106 11130110
Pastore Excavation Inc. 06105108 06105111 10112108 10112111
Pro Fence Co.,Inc. 03126107 03126111 03126107 03126111
Reed,Mel 07121104 07121111 07121104 07121111
Sprinkle Home Improvement 07101108 07101111 01101109 01/01/11
Steven Johnson-SMJ Carpentry 04125104 04125111 04125104 04130111
Anthony Spagnuola dba Spags 04102107 04102111 08111107 08111111
Viola Associates Inc. 04129108 04129111 04129108 04129111
Walpole Woodworkers' 10115106 10115111 10115106 10115111
Whiteley, W. Vernon 10101104 10/01/11 10103104 10103111
Wood Floor Specialists 02103108 1 02103111 1 02103108 02103111
Page 1 of 1
- Nlas achusett-s-Department of Public Safety
4 Board of Buildin,Regulations and Standard;
1
Construction S pemisor License
{ license: CS 5645:
Restricted to- 00 a fi
BRIAN T IDACEY
PO BOX 95 '�
CENTERVILLE MA
GENT .
} �k•�,
cam. Expirapon, 4/19/2012 i
{'ammassioner Tr7:-21209
} Restricted to: 00
. 00- Unrestricted
s 1G-1 2 Family Homes
Failure to possess a current edition of the
$ Massachusetts State Building.Code
1 is cause for revocation of this license.
I
Refer to: WWW.Mass.Gov1DPS
}
is
4�°pgHe roiy� Town of Barnstable -
h °� t regulatory Services
MAM ihomas F.Gelletr,D rector`
Dav1slo' l -
Tom]Perry,.Building Commissioner
200 Ma n'Stree% Hyannis,MA 02601
<
Office: 508-862-4038 Fax ,508-790-6230
Tr®perty Owner Must
Complete.'and d Sign This.Section
I£Using .A. Builder'
1,Al
z CO/yrT 9&u IT- 1 OC1 / Z � x,. .
,as.,Ownet..of the.s.ubject ptopep
hereby authorize .to'act`on tay:b e.. . half,`..
in all matters telative to work authorized-by.this building.pein appJOtiott for. p
(Ad(Ysstof J b)
a
Sign.atute of Ownet :� Date `
Print Name
h
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REScheck Software Version 4.3.1
Compliance Certificate
Project Title: DOVETAIL MODEL
Energy Code: 2009 IECC
Location: Barnstable,Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 10%
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
COTUIT MEADOWS BAYSIDE BUILDING INC
BARNSTABLE,MA
Compliance:
Compliance:8.3%Better Than Code Maximum UA:216 Your UA:198
The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Gross
Assemblyor or D••
Perimeter •
TOTAL CEILINGS:Flat Ceiling or Scissor Truss 816 38.0 0.0 24
TOTAL WALLS:Wood Frame,24"o.c. 1763 21.0 0.0 87
TOTAL WINDOWS:Wood Frame:Double Pane With Low-E 134 0.310 42
Door 1:Solid 42 0.150 6
Door 2:Glass 42 0.280 12
TOTAL FLOORS:All-Wood Joist/Truss:Over Unconditioned Space 816 30.0 0.0 27
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in
REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: DOVETAIL MODEL Report date: 10/26/10
Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 1 of 4
J
REScheck Software Version 4.3.1
Inspection Checklist
Ceilings:
❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
Above-Grade Walls:
❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity insulation
Comments:
Windows:
❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Solid,U-factor.0.150
Comments:
❑ Door 2:Glass,U-factor:0.280
Comments:
Floors:
❑ TOTAL FLOORS:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7
ACH at 33.5 psf OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
M Comers,headers,narrow framing cavities,and rim joists are insulated.
Project Title: DOVETAIL MODEL Report date: 10/26/10
Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 2 of 4
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Vapor Retarder:
Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that
moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided.
Comments:
Materials Identification and Installation:
Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Li Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
❑ Building framing cavities are not used as supply ducts.
Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL•181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 65.3 cfrn(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 97.9 cfm(12 cfm per 100 ft2 of
conditioned floor area)pressure differential of 0.1 inches w.g.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 49.0 cfm(6 cfm per 100 ft2 of conditioned floor area)
when tested at a pressure differential of 0.1 inches w.g.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 32.6 cfm(4 cfm per 100 ft2 of conditioned floor area).
Heating and Cooling Equipment Sizing:
Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
Lj Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Heated swimming pools have an on/off heater switch.
Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Project Title: DOVETAIL MODEL Report date: 10/26/10
Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 3 of 4
vvne -overy systems.
Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
Lj , A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage—15
(d)50 lumens per watt for lamp wattage>15 and—40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c').
Certificate:
A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD:(Building Department Use Only)
Project Title: DOVETAIL MODEL Report date: 10/26/10
Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 4 of 4
2009 IECC Energy
Efficiency Certificate
Insulation .
Ceiling/Roof 38.00
Wall 21.00
Floor/Foundation 30.00
Ductwork(unconditioned spaces):
Glass& Door Rating U-Factor SHGC
Window 0.31 0.31
Door 0.15 0.28
Heating Cooling
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
THE DOVETAIL MODEL COTUIT MEADOWS Q Check
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust)...................................................................................................................110 mph Q
WindExposure Category................................................................................................................................B Q
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q
RoofPitch ..........................................................................(Fig 2) ...................................................9<_ 12:12 Q
MeanRoof Height .....................................................................(Fig 2)..................................................23 ft <_33' Q
BuildingWidth,W ..............................................................(Fig 3)................................................. 24 ft <_80' Q
BuildingLength, L ..............................................................(Fig 3)..................................................48 ft <_80' Q
Building Aspect Ratio(L/W) ...............................................(Fig 4)...................................................2 <_3:1 Q
Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"<_68" Q
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2)................................................................ Q
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete.............................................................................................................................. Q
ConcreteMasonry.................................................................................................................................... N/A
2.2 ANCHORAGE TO FOUNDATION1.3
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general ................................. ........(Table 4)................................................... 28 in. Q
Bolt Spacing from end/'oint of plate ............................(Fig 5 12 in.<_6"—12" Q
Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q
Bolt Embedment—masonry........................................(Fig 5)........................................... in.>15" N/A
PlateWasher...............................................................(Fig 5)..............................................>_3"x3"x'/4"
3.1 FLOORS
Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q
Maximum Floor Opening Dimension...................................(Fig 6)..........................................—9'-0"_ft<_12' Q
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft 5 d N/A
Maximum Cantilevered Floor.Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d N/A
FloorBracing at Endwalls...................................................(Fig 9)................................................................... Q
Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q
Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q
Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q
4.1 WALLS
Wall Height
Loadbearing walls........................................................(Fig 10 and Table 5).........................V-8"ft <_10' Q
Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q
Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q
Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft <_d N/A
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
4.2 EXTERIOR WALLS'
Wood Studs
Loadbearing walls........................................................(Table 5)..........................................2x6-7 ft 8 in. Q
Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q
Gable End Wall Bracing'
Full Height Endwall Studs............................................(Fig 10).................................................................. Q
WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A
Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q
Double Top Plate
Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q
Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q
Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11' Q
Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11' Q
Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
HeaderSpans.............................................................(Table 9)..........................................8 ft 0 in.<_12' Q
Sill Plate Spans...........................................................(Table 9)..................................—ft_in.<_12" N/A
Full Height Studs(no.of studs) ...................................(Table 9)..............................................................3 Q
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q
SheathingType.............................................(note 4)..........................................................WSP Q
Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q
Field Nail Spacing.........................................(Table 10).....................................................12 in. Q
Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q
Percent Full-Height Sheathing.......................(Table 10).................................71%for two floors Q
5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts).....................
Maximum Building Dimension, L
Nominal Height of Tallest Opening2.....................................................................7'-8"<_6'8" Q
SheathingType.............................................(note 4)..........................................................WSP Q
Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q
Field Nail Spacing.........................................(Table 11).....................................................12 in. Q
Shear Connection(no.of 16d common nails)(Table 11)......:.....................................................4 Q
Percent Full-Height Sheathing.......................(Table 11).......................................................24% Q
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q
Wall Cladding
Ratedfor Wind Speed?.............................................................................................................................. Q
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q
Roof Overhang ...................................................(Figure 19)..............2/3 ft s smaller of 2'or U3 Q
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 12).............................................. U=236 plf Q
Lateral.............................................(Table 12)...............................................L=176 plf Q
Shear..............:...............................(Table 12).................................................S=77 plf Q
Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A
Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 14)............................................U= lb. N/A
Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A
Roof Sheathing Type...........................................:.......(per 780 CMR Chapters 58 and 59) ............ Q
Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q
Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q
THE DOVETAIL MODEL COTUIT MEADOWS MEETS THIS CHECKLIST THEREFORE THE FOLLOWING
NOTE APPLIES:
Notes:
1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Corner Stud Hold Downs per Figure 18a and Figure 18b
2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade.
4.
a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i. 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 tower 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
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1
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AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1
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TempParcelEdit Page 1 of 1
Lodged In As: Wednesday,:January 162008
Frank Schlegel New Par
Application Center Road System Reports rt Road System
The record has been added.
New Parcel Detail
New Mapparcel: 002 002 ' 064
Street Number: 59 Unit. Dev Lot, LOT 64
Road Name: JOSPREY DRIVE T/R:
,,,,,,,,,,,,,, .,.... ,,........�,,...,,.,,..,..,,,....,.�..., .,... ..,... ,. ........F ,,,.. .
Sec. Road:
Villlage: 07 - Cotult mr.
Part of M/P: MAP 002 PCL 002
Plan Ref: jPLBK 617/69 75 (APP 7 62)
Date Added: ...
Updated:
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Founda t ion Certification yin Ba r�nstob[e MA., a
Prepared For "Lot 64 L5--9:Osprey:Drive ' .
Subdivision of Barnstable Assessors,Map:,002• Parcel 4'02 i . In J Baxter. 'Nye, Engineer g Surveying
Flood Zone C'® FIRM,-..Community Panel Numberlho. 025551 0021°D Registered Professional
OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 g "
OPEN SPACE: Cotuit Meadows Homeowner's Am'I' 'Inc:.•® Deed'. " Engineers and Land Surveyors
Book 23161 Page 59 $> 78 'North 'Street, 3rd Floor
Barnstable Zoning•Board of:Appeals No. 2005-082,® Deed Book 21059 �,
Page 158 `` ,r "" ,;Hyannis, MA 02601
_,
Phone (506)_?771-7502 Fax — (508)-771-7622
Minor Modification, No. '1, ® Deed'Book .22249:Page "282 F
Job' Number: 2005-,214, SC01 ,:; ,1" _, 20' - 12-6-2010
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LOT 64 ; f.R _ k x r 4, • , . °i
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USE #59 4
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OPEN'SPACES
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LOT-�65.. t- •' . ' � . � . ' `.
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I CERTIFY THAT TO' THE°BEST".OF MY KNOWLEDGE,THE EXISTING,STRUCTURE SHOWN,HEREON IS �
IN COMPLIANCE WITH' FRONT, SIDE, AND REAR .SETBACK REQUIREMENTS (20'/10'/10') AS NOTED
IN TOWN OF BARNSTABLE ZONING BOARD- .OF"
_APPEAL No.-2005-082 (DB, 21059,Pg 158) IS �a-� O
LOCATED IN RELATION TO, PREIMETER MONUMENTS SHOWN PER EXHIBIT'"A" (DB21804 Pg 45) tic
AND IS 'NOT LOCATED WITHIN f A.SPECIAL FLOOD HAZARD•AREA. �= ;
THIS PLAN IS NOT 0 BE RECORDED NOR IS IT TO..BE USED TO ESTABLISH RPROPERTY-LINES.` CIST
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-
REGISTERED PROF SSIONAL L ND SURVEYOR BAXTER NYE`ENGINEERING & SURVEYING `' DATE
r
GENERAL NOTES:
1. LOCUS PROPERTY IS SHOWN AS:
ASSESSOR'S MAP 002 - PARCEL 02
2. SETBACKS: FRONT - 20'
SIDE/REAR - 10'
3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION
CONSTRUCTION PLANS.
4. COMMUNITY PANEL NUMBER: 025551 0021 D
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C,
AREA OF MINIMAL FLOODING.
°0 5. ENVIRONMENTAL NOTES.
z SITE IS NOT WITHIN AN A.C.E:C. (AREA OF CRITICAL ENVIRONMENTAL
CONCERN).
SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE
WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED
HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS
` PROTECTION ACT REGULATIONS (310 CUR 10)."
SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP
MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS."
SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER
t 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES
I LOT 63 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT,
y '�L=4,gp+ \ \ REGULATIONS (321 CMR10)
SITE IS WITHIN A STATE APPROVED ZONE 11 GROUND WATER
\ RECHARGE PROTECTION AREA
I � �
I i +p1" E ' o sMA INV
I '� N TW38 =54.
I '� 120 N `� Na \ SCONSTRUCTION NOTES:
25 $N. \ 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE
61�`k5 SUBDIVISION CONSTRUCTION PLANS FOR COIUIT MEADOWS, DATED
'1 2 AL
1 CLEAN
S INV.=53.83 �\\ N . L 2GR DIW
7, SIALL HEREBY APPLY TO THIS SE PLAN
LOT 64 G, DRAINAGE MD UTILITY NOTES ON SHEET C-5 FROM
b
OUTpJ THE SUBDIVISION CONSTRUCTION PLANS FOR COW MEADOWS,
11 9,906E S.F. '�� �, pAtdP�00-q o 1, 91.2 DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN.
0.23E ACRES H�63.E k 4p \ S 3. SEWER BUILDING CONNECTIONS:
1 ' -`� FF % CH \ a r - MIN. COVER SHALL BE 3 FT.
VEGETATED 12 � �'` 45 � 4 1x � �
DEEP R IN ', �. - SET CLEANOUTS AND MAINTAIN CLFARANCE FROM OTHER UTILITIES
�(25o `� `� S INv `� \ 0-
GARDEN ,. �: AS REWIRED BY BARNSTABLE DPW.
C.F. STAGE) ' `� `� -54.7a 2 pRO�'p� \ Q - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1Z
61.
1.5
wLn
pm \ Cotult Meadows SubdlWslon
1 �� p �' Cotult•Barnstabl Massachusetts
CURBS N �. �
PROVIDE\(1) 6' �..�i N �1 STOP 4 \
DIA. x 6 \DEEP q 59.0 �? N \ PREPARED FOR
LEACHING BASIN COTUIT EQUITABLE HOUSING, LLC
W/ 1' ST E
SURROUNDI G (OR
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ALTER
AIAENT\\ N 80'27 5p E v, P. 0. BoxEQUI 9s
VOLUME) \ Centemille, MA 02622
CONNECT ALL\
ROOF DOWNSPbUTS
To LBASIEACHING 1 ', -_ `�y LOT 65 `� �� Site Plan
1� Lot 64 - 59 Osprey Orin
BAXTER NYE ENGINEERING & SURVEYING
Registered Professional
Engineers and Land Surveyors
78 North St�w4 3rd Floor,Hyannis,MA 02601 j"°�M
Phone-(508)771-7502 Fax-(508)771-7622 ��°� E
0
U
20 0 20 40 N . 3
MUNIASTER a�
SCALE IN FEET AL ���
SCALE: 1" = 20' DATE: 10-26-10
REV. DATE: REMARKS
LOT 64
I L 0
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0: 2005\2005-2 14 v};,;'11.%OES M-214POLOTS.dw
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