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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map " Parcel D Application # D
Health Division Date Issued
Conservation Division Application Fee �1
Planning Dept. Permit Fee `
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation / Hyannis
Project Street Address 1 5`T R, d L,L- f N (� t7 I T C 44 (2-D
Village r V
��+ tt5fi �b w �1 LN Ct R
Owner. 1 5 Address Ce-N jrL32 V/4 1 X;- ®3y0 3.2
Telephone
:Permit Request l-5—ra&L 5, Z 3 2 k-
P14�-� L--S .�- /,\r J�
D
Square feet: 1 st floor: existing proposed 2nd floor: existing propoIsuorting
To#al nor
Zoning District Flood Plain Groundwater Overlay
Project Valuation�3 t 110 ®- Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, atta —0 un0tation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes ❑ 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)
6 LL.:-VW 5 b$— F 3 3
Name Telephone Number
Address x 2 License # C 0 6 5 L50 3
MA 6 2-6(07 Home Improvement Contractor# l 15
Worker's Compensation # :aL ��
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
F
FOR OFFICIAL USE ONLY
APPLICATION#
�DAT ISSUED_
Fk
MAP/PARCEL NO.
ADDRESS VILLAGE
r, 2.
t OWNER
4 DATE-OF INSPECTION:
U F0,UNDATIO0R RF ih` h)4,-7,'U N ,,Rl,,�.•
FRAME --
,� t
INSULATION. .
r
I FIREPLACE
r
ELECTRICAL: ROUGH FINAL -
t
PLUMBING: ROUGH FINAL
GAS_ __. _ ROUGH r FINAL
FINAL BUILDING 3131I5
l w
DATE CLOSED OUT "
t ASSOCIATION PLAN NO.
m,
MASS
Town of Barnstable_
a 6
i k.+
Regulatory Services '
Richard V.Scab,interim Director
Building Division
Thomas Perry,C80 r
- 8niiding.Gommissioner• '
200 main.Sireet, Hyannis.tvA o260 a
. www7lowa.barnstabierna.irs ,. i ,
MCC::508-462-4038` Fax:..509-796 6230':
Property Owner Must
Complete and Sign Tht`s Section M .
If Using A Builder t
_ i
r,
i t) N as Ownef'bf.the subiectproperty
tiereby eutharirr" �
to act"on t7�(behalf,.
in all matters relatjivc to work authorized bv'iFiis building permit application fc
(Address of Job) .
Signature of CDu er it
'Date
Print Name.-�� :. .. °' •°. ?--
If Property Owner is aPpiiieg?for permit,piease comptete the Homeowners.License Exemption.:Form:on the.
rev$r a Side
T IKINI D ai l ng Chungcy f\PRESS PERMMEXPRESS;ilbc ¢
Revised Obt3I3 { ,,.. -�' '.., ,.
TQ'1t OF r
TRA- IMI AGE®
BARNSTABLE
ROOF ACCESSORY SYSTEMS �r�l "� ?
SOLAR MOUNTING SYSTEMS
c)
fV a
M �f -
2 1/2"
3" 1.57" _
314"
O
M
*Dimensions shown are in inches unless otherwise noted
p
Material 6063 T66 Aluminium
Finishes Mill finish
Allowable Load(Ibs) Uplift:400
Downforce:400
Shear:180
Companion Parts Simpson SDS 1/4"Fastener;L=3.5",4.5",6"(SDS25312-SS,SDS25412,SDS25600)
Standard Roof Mount Flashing(77000501)
Socket Head Cap Screw M8 x VAR(15100018, 19,20,21,22,23,38,58)
Clamping Plate(72201701)
Clamping Plate Adjustable(74022601)
Compatible Mounting Rails I All TRA-MAGE SunFIXINGS rails(22x65,40x40,4040)as well as other major brands
Warranty 10 Years(See warranty documentation for conditions)
* TRA-MAGE, INC.
1657 SOUTH 580 EAST,AMERICAN FORK, UT, 84003
OTRA-MAGE,Inc.,2011 PH: (800)606-8980 sun.tra-mage.com
Friday,June Ol, 2012 SnapNrack
ro
o r m a n SnapNrack PV Mounting System
775 Fiero Lane, Suite 200
San Luis Obispo,CA 93401
c h e e I Series 100 Roof Mount Summary Letter
To Whom It May Concern,
Structural This letter is to clarify that we have performed calculations for the 100 series
roof mount PV system based on the information provided by SnapNrack.
Included with this letter is the report and calculations. The calculations were
done in accordance with the 2009 IBC, ASCE 7-05, 2005 NDS, and guidelines
n g l n e e r stated in the Solar America.Board.for.Codes and Standards.
For some of the components the SnapNrack_ test data was used to determine
Fair Sunrise Blvd. capacity and section properties of materials. The test data was collected using
Fair oaks,CA 95628 p ty p p g
(916)536-9585 the procedures outlined in the 2009 IBC Chapter 17.
(916)536-0260(fax)
1989-2012 The calculations were performed for the following wind, seismic, and snow load
23 years of excellence combinations and building parameters.
• ASCE 7-05 wind speeds from 85 mph to 150 for B and•C exposure
categories
• ASCE 7-05 Seismic Design Category E ;.
• ASCE 7-05 Snow Loads up to 120 psf ground snow _
Norman Scheel,S.E. o Buildings with mean roof heights up to 60 foot tilt angles / rooms`tches Z'
LEER H AP omes
from 0 degrees to.60 degrees. '
Fellow—SEAOC
Fellow-ASCE In our opinion the amounting system as outlined in the SnapNrack Series 0 PV '
E-mail:nnrnira-nsse.c_un
Mounting System Code Compliant Installation Manual 2012 is accepta le and .
Rob Coon meets the loading requirements as stated above. See report and calc ations `a
General Manager _ co '
E-mail:misnnnio''nsc:nrn included with this letter tiaJ r--
Steve Smith P.E.Project Manager If there'are any further questions,please contact Norm Scheel.
E-mail:sienresmith;cimss::co+n
Steven Cooksey
CAD Supervisor
E-mail:mgyg n:.s�
Jackie Kaufman jvi of
otiice Manager Norman Scheel PE, SE
E-mail:jackier+,ti,r c+un LEED-AP BD+C,LEED-AP Homes
Fellow SEAOC f H L N
STRU
Fellow A.S.C.E. CTURAL r � N0.38044 �'
T w4®f'0'0 T E�+�`R
MAt
i�
-
Series 100
SnapNrack
Structural Report and Calculations
Introduction
This summary letter is in reference to the Structural Calculation Packet for the
SnapNrack Series 100 Mounting System, dated 4/12/2012. The calculations have been
performed in accordance with the 2009 International Building Code (IBC). The racking
system has been designed to withstand code-prescribed forces due to the racking system's
own weight, the weight of the solar panels, snow loads, and wind forces and seismic
forces.
Rail Spans
The main Rail (standard rails) support the PV panels. *They are supported by standoff
hardware which attaches them to the roof structure at the following center spacings; 8'-
0", 6'-01',4%0"or 2'45
.
The rail spans are determined based on wind exposure, building height, tilt angle, and
snow loading. See tables 1 A, I B, 1 C, and 1 D for rail spans based on mean roof heights
up to 30 ft. For mean roof heights between 31 ft and 60 ft see tables 1 E, I F, 1G, and 11-1
in this summary report.
F
Table [A Rail Spans for Roof Slopes and Tilt Angles 0°to 19'(Mean Roof fleight 011 to 30ft)
P Wind Load
85 90 95 100 105 110 115 120 125 130 135 140 145 150
0 8 8 8 6 6 6 6 6 6 4 4 4 4 4
10 $ 8 .,8 6 6, 6 6 6 6 4 4 4 4 4
b 20 6 6 6 6 6 ' 6 : 6 6 6 4 4 4 4 .4
30 .6 6 , _.6 . 6- _ 6_ 6 6 _ 6 _ 6 4 4 4 4 4
40 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4
c
50 4 4 4 4 4 4 4 1 4 4 4 4 4 4 . 4
a
c
60 4 4 4 4 4 4 4 4 4 4 4 4 4 4
70 4 4 4 4 4 4 4 4 4 4 4 4 4 4
80 4 4 4 4 4 4 4 4 4 4 4 4 4 4
100 ,_ 2 2 , 2 2 1 , ? 2 , 2 2
2 2 2 2 2 2 `2 2 2 , 2 2
. . a
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 4
1551
Table I B•- Rail Spans for.Roof Slopes and Tilt Angles 20"to 30'(Mean Roof Height Oft to 3011)
'Wind Load l
PK
85 90 95 100 105 110 (115 120 125 130 135 140 145 150
0 8 8 881 8 8 8 8 6 6 , 6 6 6 6
10 8 .8 8 8 8 8 8 8 6 6 6 6 6 6
0 70 6 6 . 6 6 6 6 6' 6 1 6 6 6 6 6 1 6
30 6 6 6 6 6 6 k,.6 6,,:, 6 6 --6 6- -6_ 6
3 40 4 4 4 4 4 4 4 4 4 4 4 4 4 4
c
50 4 4 4 4 4 4. 4 4 4 4 4 4 4 4
a 60 4 4 4 4 4 4 4 4 4 4 1 4 4 4 4
0 70 4 4 4 4 4 4 4 4 4 4 4 4 4 4
80 4 4 4 4 4 4 4 4 4 4 4 4 4 .4
too 2 2 2 2 2 2 3 2 2 2 2E 2 2 2
120 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Table IC Rail Spans for Rcwf Slopes and Tilt Angles 31'to 45°(Mean Roof Height Oft to 30ft)
PE Wind Load
85 90 95 100 105 1 110 115 120 125 130 135 140 145 150
0 8 8 8 8 8 18 g:a 8 6 . 6 6 . :>6 -. 6
10 8 8 8 8 8 8 8 8 8 6 6 6 6 6
c
20 6 6 6 6 6' 6 6 6 6 6 6 6 6 6
30 6 6 1 6 6 6 6 6 6 6 6 6 6 6 1 6
3 40 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4
c
50 4 4 4 4 4 1 4 4 4 4 '4 4 4 4 4
c
60 4 4 4 4 4 4 4 4 4 4 4 4 4 4
70 4 4 4 4 4 4 4 4 4 4 4 4 4 4
80 4 4 4 4 4 4 4 4 4 4 4 4 4 4
too 2 2 2 2 2 2 2 2 2 1 2 2 2 1 2 2
120 2 2 2 2 2 2 22 2 2 2 2 2 2
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 5
i
}
t .
3/18/2011 SDS&SD Wood Screws
•
4,
www.strongtie.com
SDS & SD Wood Screws
The Simpson Strong-Tie® Strong-Drive@ screw(SDS) is a 1/4" diameter structural
wood screw ideal for various connector installations as well as wood-to-wood i
applications. It installs with no predrilling and has been extensively tested in various
applications. The new SDS is improved with a patented easy driving 4CUTT"^ tip and
a corrosion resistant double-barrier coating. -
The SD8#8x1 1/4" wafer head screw is ideal for miscellaneous fastening
applications. The needle point ensures fast starts and deep#2 Phillips drive reduces
cam-out and stripping. Load Tables
Gallery of images
Also see: Code Reports
Draw ings
• Strong-Drive@ SD Structural-Connector Screw Catalog Page
• SDW Strong-Drive@ Structural Wood Screw Related Categories
• Titen® Concrete and Masonry Screw Technical Bulletins
Fliers
SDS Features: x _ Featured L�i ure
Help for do ads ;..
• The patented 4CUT tip has a square core and serrated threads to reduce
installation torque and make driving easier with no predrilling and minimal wood splitting: 2?
• A double-barrier coating finish provides corrosion resistance equivalent to hot-dip galvanization. w one
screw can handle interior, exterior and certain pressure-treated wood applications. See Corrosio
Information.
• 3/8" hex washer head is stamped with the No-Equal sign and fastener length for easy indentifica ion after 9 32
installation.
• Suitable for ledgers:The SDS is suitable for installing ledgers to meet the'requirements of the building
codes. Please contact Simpson Strong-Tie for spacing and other information.
Material: Heat-treated carbon steel; Type-316 stainless steel
STAINLESS STEEL:The SDS Strong-Drive 1/4"wood screw line has expanded to
include stainless-steel SDS screws in 1 1/2"to 3 1/2"lengths,suitable for fastening
Simpson Strong-Tie stainless-steel products.Offering the same easy-driving,split-
reducing installation of the standard SDS screw,these screw s are made fromtype 316
stainless steel.The new stainless-steel SDS screws are appropriate for higher-
exposure environments where maximum corrosion-resistance is required.
Finish:
SDS - New double-barrier coating. SDS screws may also be available yellow zinc dichromate or HDG (Not all sizes
are available in all coatings -Contact Simpson Strong-Tie for product availability and ordering information).
SD8x1.25- Electro Galvanized.
F
WARNING:Industry studies show that hardened fasteners can experience performance
problems in wet or corrosive environments.Accordingly,the SD8 should be used in dry,
interior,and noncorrosive environments only.
Installation:
• Strong-Drive Screw Installation for LVL, PSL and LSL
• Multi-Ply Wood Trusses Applications: Two-Ply 4X2 Floor Trusses
Multi-Ply Wood Trusses Applications: Girder Trusses
strongtie.com/products/.../screws.asp 1/4
i
318201/ / 1 SDS&SD Wood Screws
Also see Simpson Strong-Tie Connector Selector®software.
Gallery: .top
roll over images below to see larger image
t a
1:
SDS1/4"x3" identification The 4CUTtip SD8x1.25
US Patents on all SDS reduces (Not for
6,109,850; screw heads installation structural
5,897,280; (SDS1/4"x3" torque and applications-
a
7,101,133 show n) makes driving see note 8)
easier.
SDS 1/4"x8"Screw The SDS is suitable for installing
ledgers and meets the
requirements of the building
codes.Please contact Simpson
Strong-Tie for spacing and other
information.
Load Table: See code report listings below Atop
DThese products are available w ith additional corrosion protection.Additional products on this page
may also be available w ith this option,check w ith Simpson Strong-Tie for details.
SDS and SD Wood Screws
OF/SP Allowable loads SPF/HF Allowable Loads''
Site Model Thread Fasteners Sh ar(100), ' Withdrawal' Shear 1100) Withdraw-all
Length per Wood Side plate' tSteel Side (100) Wood Side Steel Side Plate (100)
(in.) No. (In.) Carton' . , St
ri4' 1Yd" 16 ga 14 gg& 10 ga or Wood or Steen 1,h„ 1%" 16 ga 14 g9& 110 ga or Wood or Steel
SCL 12 a Greater: Side Plate SPF LVL _ 12 a I Greater Side Plate
x 11/4 SDSx1.254 — — — — 50 ) 50 _ 50 ) — — — ( 45 45 45 —
D r.x,� sos25112 i tsoo = 2so 250 2so � o =� 180 ( ta0 180 (—"" tea
D %x 2 SDS25200 114 1300 — — 2501 290 ,. 290 215 _T to ETIO 210 150
2'h SDS25212 1 h 1 1100 190 250 390, 420 255 135 180 280 300 180
D !/x 3 SOS25300{ 2 I 950 280 — 250 1 420 ) 420 345 200 — } 180 300 300 240
D, ,x3'k SDS253121 2'A 900 340 340 250 1 420 420 385 245 245 1 180 300 300 270
' ® Y�x—ar5 SOS25412 2'/ 800 350 3a0 2,50 420 420 475 250 245 180 300 300 330
® 1.x 5 SDS25500 2'!i 500 350 340 12a0 1 420 420 475 250 245 ( 180 3D0 . 3l10 330
01 i x6 SDS25600 31/, 600 350 340 250, 420 420 560 250 245 780 l 300 300 395
Di %x 8 SOS25800 3'/< 400 350 340 250 A20 420 j 5fiOr 250 245, 180 [ 300 300 395
Stainless-Steel SDS Wood Screws
strongtie.com/products/.../screws.asp 2/4
S U N ® E20/327 SOLAR PANEL
Z-5-A L-3T)Nf&- t C_' d-e,
20% EFFICIENCY E O
SunPower E20 panels are the highest
efficiency panels on the market today, SERIES
providing more power in the same
amount of space
MAXIMUM SYSTEM OUTPUT
Comprehensive inverter compatibility.
ensures that customers can pair the highest'
efficiency panels with the highest-efficiency
inverters, maximizing system output`
REDUCED INSTALLATION COST = CD
More power per panel means fewer panels--
per install.,This saves both-time and money.-,: #
c
RELIABLE AND ROBUST DESIGN t�
tj r
SunPower's unique MaxeonTPAcell THE WORLD'S STANDARD FOR SOLAR TM
technology and advanced module '
SunPowerTM E20 Solar Panels provide today's highest efficiency and
design ensure industry-leading reliability
performance. Powered by SunPower MaxeonTM cell technology, the E20
series provides panel conversion efficiencies of up to 20.1%. The E20's
low voltage temperature coefficient, anti-reflective glass and exceptional
low-light performance attributes provide outstanding energy delivery per
peak power watt.
SUNPOWER'S HIGH EFFICIENCY ADVANTAGE
20% Mai
.
15%
� [ 10%
_ s%
THIN FILM CONVENTIONAL E E� E j7dp)�
MAXEONTM'CELL' SERIES SE�RIESJ SERIES
TECHNOLOGY
r sunpowercorp.com
Patented all-back n6ct solar cell
providing the industry's highest O
1 efficiency and reliability C L US
r
/Pm -7
S U N POWE R E20/327 SOLAR PANEL
MODEL: SPR-327NE-WHT-D
ELECTRICAL DATA IN CURVE
Measured at Standard Test Conditions ISTCI:irradiance of:I000W/m',AM 1.6,.and at temperature 250 C" ���µ-••-- - - � —�
Peak Power(+5/-3a/a) Pmax 327 W 7 ` "t000w7m"or5o°t 1
Cell Efficiency ry 22.5%
_ ..-.. _f
5 f. _. 1 .. tA""�
t
Panel Efficiency ry 20.1 % 4 f 800 W/m2 s )
7
Rated Voltage Vmpp 54.7 VRated Current I pp 5.98 A v500 WeOpen Circuit Voltage Voc 64.9 V2W W/m'
I
Short Circuit Current Isc 6.46 A 0
Maximum System Voltage UL 600 V y� 0 10 20 30 40 50 60 70
Voltage M
Temperature Coefficients Power(P) -0.38%/K
__ I Current/voltage characteristics with dependence on irradiance and module temperature.
Voltage(Voc) -176.6mV/K
Current(Isc) 3.5mA/K
TESTED OPERATING CONDITIONS
NOCT 45e C+/-20 C
Series fuse Rating 20A
Temperature -40a F to+185a F(-40o C to+BY C)
Grounding �+ Positive grounding not required Max load 113 psf 550 kg/m2(5400 Pa),front(e.g.snow)
w/specified mounting configurations
MECHANICAL DATA. ' 50 psf 245 kg/m2(2400 Pa)front and back
(e.g.wind)
Solar Cells 96 SunPower MaxeonT"'cells
Front Glass High-transmission tempered glass with Impact Resistance Hail: (25 mm)at 51 mph(23 m/s)
anti-reflective AR coatin — ---- -•-- — ----__ ___. _ _ __
Junction Box IP-65 rated with 3 bypass diodes -� ---- e- -t--=-=- -
__ Dimensions:32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS
Output Cables 1000 mm cables/MuKContact(MC4)connectors Warranties 25-year limited power warranty
[Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty
Weight 41.0 Ibs(18.6 kg) Certifications -^Nested to UL 1703.Class C Fire Rating
DIMENSIONS _
2X 11.0[.431 �1�---
MM (A)-MOUNTING HOLES (B)-GROUNDING[.17] S 30(1181
(IN) 12X 06.6[.261 1 OX 04.2[.17] 2X577[22.70] 180[7.01]
322[12.69]L— 4X 230.8[9.04�
• � f (BI z
] I
f H oa
1
� - o t `1 808 •
o` END
N—
r 1 k
1559[bl-39] 46(1.811 �-- (A) 915(36.02] ►�
1200[47.241
. . 12(.471 1535[boas]
Please read safety and installation instructions before using this product, visit sunpowercorp.com
for more details.
m 2011 SunPower Corporation.SUNPOWER,the SunPower logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks s u n powe rc o r p.c o m
of SunPower Corporation 1n the US and other countries as well.All Rights Reserved.Specifications included in this datasheet are subject to change wfhout notice. Document#00145484 Rev"B/LTR EN
CS 11_316
l
Blue Selenium Solar, Inc°
Go Green with Blue Tm
December 18, 2014
Town of Barnstable
Building Division
200 Main St.
Barnstable, MA 02601
Building Inspector: Patrick Franey
Ph: 508-862-4035
Dear Mr. Franey:
Attached is supporting documentation as a part of Blue Selenium Solar, LLC's applicat Dfor a buildl'ng c
permit to install a solar photovoltaic roof mount system at the residence of Edward. B,,-, Christy R
Saling, 154 Rolling Hitch Rd., Centerville, MA 02632. Could you please call Carolyn ViIQ t 508-8333950
or email cviles@bluesel.com to advise us when the Building Permit is approved? p6o'
•
cap
On the following page is a table of the contents of the attached literature. .Q
c7o.
Hopefully,we have included all that you require. Please call me at 774-368-0019, if additional NO
information is required.
Thank you.
Sincerely, '
Michael Tanghe
. 1
Blue Selenium Solar, LLC
17 Jan Sebastian Drive,Suite 12 Tel:508-833-9500
Sandwich, MA 02563 Fax: 508-888-2966
E-mail: info@bluesel.com www.bluesel.com
v
C
❑ Blue Selenium Solar, Inc°
Go Green with Blue""
TABLE OF CONTENTS:
Page 1 Town of Barnstable Building Permit Application signed (carbon copy legal size form)
Page 2 Builder Construction License
Page 3 Home Improvement Contractor Registration
Page 4 Certificate of Liability&Workers Comp. Insurance
Page 5 Workers' Compensation Insurance Affidavit
Page 6 A-D Assessor's Card
Page 7 Property Owner Sign-Off Form to Blue Selenium Solar
Page 8 Google Aerial Map
Page 9 A-C Layout drawings of solar array on roof
Page 10 Solar Mount L Base, mfr:TRA-MAGE
Page 11 A-C PE Stamped structural review on rack system, mfr:SnapNrack,Series 100 PV
Page 12 A& B Screws-roof attachment, mfr:Simpson, model:SDS25412 (1/4"x 4-1/2" long)
Note: 2 screws used per bracket
Page 13 A-& B Solar panel manufacture's literature/brochures, Mfg'r: Sunpower 327 Solar PV Panels
u
M
t
17 Jan Sebastian Drive,Suite 12 Tel: 508-833-9500
Sandwich, MA 02563 Fax: 508-888-2966
E-mail: info@bluesel.com www.bluesel.com
nerary m,a commennai mramwo°. /� , b —
.lnloac�°,,,,,,�„ r(.i•'(� REVISIONS:
p due SabnNm Solar,LLC h pohmitod' IINO.1 DATE IBYI ECN#
40
27'-10"
10,-4„
14'-6"
RESIDENTIAL SOLAR
PHOTOVOLTAIC INSTALLATION:
SALING, ED&CHRISTY ,
154 ROLLING HITCH RD.,' `
CENTERVILLE,MA 02632
SOUTH EAST FACING ROOF:
ROOF TILT=26 DEG
AZIMUTH= 104 DEG
AVERAGE TSRF=81%
MODULES: {
SUNPOWER SPR-E20-327
16 MODULE x 327W=5.232 KW +_
TOTAL EST PROD=6,161 KWHNR
(PV SIM 8%SHADE) a �
INVERTER: _
1 X SMA SB5000-TL-240
(WITH TIGO DC OPTIMIZERS) ✓ yOr
CENTERVILLE,MA
RECORD LOW=-32 DEG'C 379viso BLUE SELENIUM SOLAR, LLC
AVERAGE HIGH=30 DEG C p
®
_ '� �H/�i Q ® 17 JAN SEBASTIAN DRIVE,SUITE 12,SANDWICH,MA 02583
RECORD HIGH=42 DEG C p PHONE(508)833-9500,WWW.BLUESEL.COM
WIND SPEED= 115 MPH r
�'"""••�-,.....,,,,. DRAWN BY:OC DATE:07-1414 SCALE:WA SHEET:30F3 BORDER:C
SNOW LOAD=25 PSF �- ...
- NAME DWG NUMBER-REV
SALING-154 ROLLING HITCH RD. 01784-01
'ProoRC tlaInMrtnatbn.
Wwbw REVISIONS:
Blue Selenium Solar,llC N pohlb&ed' NO. DATE BY ECN#
40'
27'-10"-
I IFil I 1 5 1I I
' I I I I i I I I I I I I I I I I I •
I I I I I
I
10'-4" I I I I
1 a'-6°
I I I I I I I I I I I I
RESIDENTIAL SOLAR
PHOTOVOLTAIC INSTALLATION: I I 1 I I
1 r
SALING, ED&CHRISTY
154 ROLLING HITCH RD.,
CENTERVILLE, MA 02632
SOUTH EAST FACING ROOF:
ROOF TILT=26 DEG o
AZIMUTH= 104 DEG '
AVERAGE TSRF=81%
MODULES:
SUNPOWER SPR-E20-327
16 MODULE x 327W=5.232 KW
TOTAL EST PROD=6,191 KWHNR
(PV SIM 8%SHADE)
INVERTER:
1 X SMA SB5000-TL-240
(WITH TIGO DC OPTIMIZERS)
CENTERVILLE,MA
RECORD LOW=-32 DEG C ❑' BLUE SELENIUM SOLAR, LLC
AVERAGE HIGH=30 DEG C
' f 17 JAN SEBASTIAN DRIVE.SUITE 12,SANDWICH,MA 02563
RECORD HIGH=42 DEG C PHONE(50e)B33-Bs00.WWW.BLUESEL.COM
WIND SPEED=115 MPH
SNOW LOAD=25 PSF, DRAWN BY:OC DATE:07.14-14 SCALE:WA SHEET:2OF3 BORDER:C
- NAME: DWG NUMBER-REV
SALING- 154 ROLLING HITCH RD. 01784-01
iJ 41 11 F
rn�°,ry �w,e"ta, REVISIONS:
_ Blue Selenium Sdar,LLD Is prllblW' NO. DATE BY ECN#
�f
SOLAR PANELS 2x4 TOP CHORD
14'-6"
26e 2x4 BOTTOM CHORD
RESIDENTIAL SOLAR
PHOTOVOLTAIC INSTALLATION:
SALING, ED&CHRISTY
154 ROLLING HITCH RD.,
CENTERVILLE, MA 02632
PANEL AND MOUNTING INFORMATION:
ROOF TILT:26 DEG j 12'-6"SPAN
AZIMUTH- 104 DEG
RAFTERS:2 x 4,24"OC, SPAN=12 FT 6 INCH
MODULES:
SUNPOWER SPR-E20-327
16 MODULES x 327W=5.232 KW
RACK/RAILS:SUNPOWER SOLARMOUNT
(UNIRAC SOLARMOUNT)OR EQUIVALENT
FLASHING: PV QUICK MOUNT W/5/16"x 3-1/2"SS LAG
OR EQUIVALENT
NOTES:
4 FT. MAX SPACING BETWEEN"L-BRACKETS"
ALL BRACKETS ARE SECURED TO ROOF RAFTERS ® `? BLUE SELENIUM SOLAR, LLC
17IAN SEBASTIAN DRIVE,SUITE 12,SANDWICH,MA 02553
CENTERVILLE,MA PHONE(508)8339500,WWW.BLUESELCOM
WIND SPEED= 115 MPH
SNOW LOAD=25 PSF DRAWN BY:OC DATE:07-W4 SCALE:WA SHEET:3OF3 BOROER:C
NAME: DWG NUMBER-REV
SALING-154 ROLLING HITCH RD. 01784-01
fE
Assessor's office(1st Floor): " TIC SYSTEMMUSS'B
Assessor's map and lot number O 9� �f rm.4 -M���D'N�,®MPLI i THE ro``
Board of Health(3rd floor): 1"� TH TITLE 5 d
Sewage Permit number ` U p� �, ,.'; -j A N r q�
F J, a;.;. rd � B�D��i. ®®� DWSTAnLL i
Engineering Department(3rd floor): 4 (���` IM r. rug"
House number J l�� �' ������®�� °o .6}p.
Definitive Plan Approved bV Planning Board 19 �O MAT s
APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only
TOWN OF BARNSTABEE
BUILDING INSPECTOR
�� ,4
APPLICATION FOR PERMIT TO
TYPE OF CONSTRUCTION �'L�✓�'"-�—
�0wt co—_ xv 19 �L
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location
Proposed Use �- \( CA,
Zoning District �� Fire District � o
Name of Owner 0 PJ ° Address
Name of Builder n- 6)w -t Address
r
Name of Architect j C/ Y\.) Address /
Number of Rooms Foundation A�0 0 1 Q11—.
Exterior Q ,, Roofing S
Jk-
Floors Interior ��►���-�
Heating V\ Plumbing
Fireplace Y '� _ Approximate Cost 16 00
Area o/o
Diagram of Lot and Building with Dimensions Fee-, ^®i
17
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OCCUPANCY PERMITS REQUIRED FOR NEWfWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction.
Name
4. Construction Supervisor's License
I_
ZAPPONI, A. P.
MZ,V - f
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Now Permit For Enclose Deck ! 4
Single Family Dwelling ! -
? Lot #34, 154 Rolling Bitch Road
Location _
s Centerville
Owner A. P. Z apponi
rame 4
�. Type of Construction F
Plot Lot
Permit Granted June 8, 19 "9 0 {.
Date of.lnspection 19
Date Completed 19
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Assessor's map and lot number ::- :f{ ....., f y
• 's>,„ F OF THE t0 r r
Sewage Permit number,... 6�!{2 SE
INSTAL ST LE,
House number ................... ..................................................: COMPL'
64
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WITH TITLE.5 'rfY.a�e�
AL CEDE , It
yTOWN,A OF , ,BARN'- ` � a ,. A
IDILDIHG INSPECTOR
i APPLICATION FOR 'P� IT TO
I TYPE,!FCONSTRlC�1<JO -- f� ' .......
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TO THE INSPECTOR, OF wroiNGS.
Thee undersigned hereby applies, for,a permit according to the following irtifofmat►on:
Loc tion . �/.J� .... ' ... l!.`.?P.. , ..... .................
{ � ..
Prosed. Ube _, ;� �, a „�• .. `�'L,. " .
�: `�. Q :i
Zoning bistnct ... ..(`�:... ;.z ...°��:.. ..Fire Dis•#rict V r`.
Name of Owner -...... . . ...e.h................Address
t
... Name of..Budder ' 4' �f �..�'S/t�`!.b.�.�ls.....................Address ................................ ...................................................
f�
Name of Architect ....... ..............Aeldress .. ,.
#, ,..
Number of Rooms ty ... 4a�. . , ,:�.' j g r fiou�itror� . .8." ...... .
-,
Exterior ................ , . } f.. ..............1 ...fit Rc�ofiM�g � tt>> tK�a7 -s/t••••..... t..,. .
'''.ry 'i R/�
4'..�°s 4�' e , fs�i t r°7 i 4
Floors .. .. '� s Int for k
K 1. a..
i • r--l:.,�
Heating .� )
gf `Q:k'�'^' : ..!:: .. Plumbing 1. _ a.. .. #..,.. .....
Fireplace .............. ........
1 a Approximate Cost :f. ............................
� .
Definitive Plan Approved by Planning Board _____________ _______ _____19 .Areas �,� �. ....
,•. .,_„•,. D.iagram--of_Lot-and, Building.wi.t�,TDirxaer•►sis�tas-:•_.�,. '� � " Fee �
t ..........
SUBJECT TO l�PPROVAL,,OF- BOARD,jOF >H•EALTH
S
t.,,ky _ � fig,•. , ,' � _ t
7
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding•the above
construction.
` 111
Name ...... ......;v ............ .......
77
ZAPPONI, PATRICK A.
22881
No ..............,: Permit for .RemodQl gara�._
to family room
..............
t
Location ..1.54...Rolling..ai.1~ch..Road
.: a
.Center...... .............................
Owner ......................• ick... RK?oni......
Type-of Construction FX:a.iU .......................� 1!
.01
...........r ........................................................ .......
Plot ............................ Lot ................................
March 2, '
Permit'Granted ......19 81x
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Date of Inspection .��/ ./✓. ......,L .......19,001
r
Date Completed ............ . W..nP..2—119
Al!.04
PERMIT REFUSED
..........W.g......k................................. 19 � ;` Zr
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............ :. ..................... .. ...... ....
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Approve..° .......................................... 19 .
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Assessor's map and lot 'number .. -' a .'-'. ( � /
r SEPTIC SYSTEM MUST 13
:�' "' l INSTALLED IN COMPLIANCE
Sewage.;,Permit number
. I WITH ARTICLE it STATE
xa SANITARY COKE + 1VD TOWN
`R 0*THE 7TOWN- OF BARNSTIA h
Z BA- T
t. 9� 39-
B 111 L WA G INSPECTOR
}u APPLICATION FOQ PERMIT TO ...... .�.....: :.....
�s0 t'�'-
TYPE OF CONSTRUCTION :=�.....,.. 1 .y'-' ...:.............................
f ..................... /�2�.........19 7Z
TO THE INSPECTOR OF BUILDINGS:
he un ersigned here y applies for a permit according to tWfF11.11&ing. infor atiqn-
kL�Locati n .. ��... ............. . .... ..... .. . ..... . ... ... .V, .. ...........
ProposedUse ........X.r'�/.. .. .. .....: ....................................:...............................................................
Zoning District ..... ...............................................Fire District ..
Name of Owner ... `...... ...�� ........... ..... .......... t
�' z� . Address ... '` .................................
Nameof Builder ................. .................................................Address ........................................................:...........................
Name of Architect ................Address
Number of Rooms .............�...................................................Foundation ......./....... . .......... .... ...A............................
Exterior ..............................................Roofing ...... . .. . ......... .:....... .............. ...
Floors ......................................Interior ........
..... .. ............ ...............................
Heating ........ � ................Plumbing .......... ................................................................
Fireplace ............ .........................................................Approximate Cost ............ .............................
Definitive Plan Approved by Planning Board ---------------_---------------19--------. Area ....... . .........................
Diagram of Lot and Building with. Dimensions Fee. .............................................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reg g the wove
construction. `
r
Name ..................... .. .... . ..... .. ...........
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Capevide Development
34%le, family dwelling
Centerville
Capevide Development
fraln
. '
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PERMIT REFUSED
-
. . �
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'
.
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19
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