HomeMy WebLinkAbout36957-ZTown of Southold Annex
P.O. Box 1179
54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
4/16/2012
No: 35542 Date: 4/16/2012
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 10300 Route 25, Mattituck,
SCTM #: 473889 Sec/Block/Lot: 143.-3-33.4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
12/28/2011 pursuant to which Building Permit No. 36957 dated 1/30/2012
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
electric solar panel system on an existing building as applied for.
The certificate is issued to
UNEXCELLED LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
36957 3/29/12
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 36957
Date: 1/3012012
Permission is hereby granted to:
UNEXCELLED LLC
CIO Roy Schoenhaar
330 Eastwood Dr
Cutchogue, NY 11935
To:
install an electric Solar Panel System as per Christopher Daly, Engineer as applied for
At premises located at:
10300 Route 25, Mattituck
SCTM # 473889
Sec/Block/Lot # 143.-3-33.4
Pursuant to application dated
To expire on 7131/2013.
Fees:
12/28/2011 and approved bythe Building Inspector.
ELECTRIC
NEW COMMERCIAL, ALTERATION OR ADDITIONS
CO - COMMERCIAL
Total:
$100.00
$250.00
$50.00
$400.00
Forln No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANC'~
This application must be filled in by typewriter or ink and submitted to the Building Departmeot with the following:
A. For new building or new use: 1. Final survey of property with accnrate location of all buildings, property lines, streets, and unusual natural or
topographic featnrcs.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 IbmO.
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead.
5. Commercial building, indnstrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliauce fi'om architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
For existiug buildi::gs (prim' to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I. Accurate survey of property showiug ail property lines, streets, building and unusual natural or topographic
f~atures.
2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is
denied, tile Building inspector shall state tile reasons therefor in writing to the applicant.
C. Fees
Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations lo dwelling $50.00,
Swimming pool $5000, Accessory building $50 00, Additions to accessory building $50.00. Businesses $50.00
2. Certificate ot Occupancy oil Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4 Updated Certificate o~ Occupancy - $50.00
5. Temporary CertificateofOccupancy Residential $15.00, Commercial $15.00
Date. ~-9 ~/~
New Construction:
Location of Property:
Old or Pre-existing Building:
House No.
Owuer or Owners of Prope~Xy: ~
Suffolk County Tax Map No 1000, Section
Su6division
Street
L-L
Block
Filed Map.
Applicant:
(check one)
Hamlet
PermitNo. 3,{OO}.5r) Date of Permit.
Lot:
Health Dept. Approval:
Underwriters Approval:
Planning Board Approval:
Request [bt: Temporary Certificate
Fee $ub,nitted: $ 15)~
Final Certificate:
(check one)
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631 ) 765-1802
Fax (631) 765-9502
ro.qer, richert~town.southo d ny us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: JP Morgan Chase Bank
Address: 10300 Main Rd City: Mattituck St: NY Zip: 11952
Building Permit #: 36957 Section: 143 Block: 3 Lot: 33.,~
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Unity Electric Co IRc License No:
SITE DETAILS
Office Use Only
Residential [~ Indoor ~] Basement ~ Service Only [~
Corn medcal Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Servicelph ~ Heat ~ DuplecRecpt ~
Service 3 ph Hot Water GFCI Recpt
Main Panel A/C Condenser Single Recpt
Sub Panel A/C Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment:
grounding/bonding
Ceiling Fixtures [~ HID Fixtures
Wall Fixtures ~.~ Smoke Detectors
Recessed Fixtures ].~ CO Detectors
Fluorescent Fixture~.~ Pumps
Emergency Fixtures~ Time Clocks
Exit Fixtures [~J TVSS
photovoltaic system, 1 array of 15 modules to include required disconnects and
Notes:
Inspector Signature: -~ ~4 ~--~
Date: March 29 2012
81-Cert Electrical Compliance Form.xls
765-1802
INSPECTION
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FOUNDATION 1ST
[ ] FOUNDATION 2ND
] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) '~'FELECTRICAL
(FINAL)
REMARKS:
DATE
iNSPECTOR~~~'~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] ROUGH PLBG.
[ ] INSULATION
~P~FINAL
[ ] FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE 3- 2--~-/~-- INSPECTOR
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
,TOWN H~LL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown. NorthFor k.net
PERMIT NO. -~ff-~ q ~ 7
.ICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
Trustees
Flood Permit
Storm-Water Assessment Form
Contact: ~%
tely filled in by Wpewriter or in ink and submitted to the Building Inspector with 4
according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certiftcate of Occupancy.
£ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months fi.om such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pmsuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulatjg?s, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, ifa corporation)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises -"j' \5 ~JCf)~,,~ Q~,5~ ~'~q .,-1~'~
~ (As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. ~O '2.t~/~ ~.
Other Trade s License No.
1. Locat on of and on which proposed work will be done: /~.-
House Number S~eet
CounW Tax Map No. 1000 Section Iq3 Block
Subdivision Filed Map No. Lot
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existinguseandoccupancy (~,'~or~,~xC,,~ ] ~'~
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition
Repair Removal Demolition Other Work
4. Estimated Cost .~a"P'~)L; 0'~ Fee
5. If dwelling, number of dwelling units
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front {v~: Rear ~/~ ' Depth
Height ~ .7..U Number of Stories
Dimensions of same structure with alterations or additions: Front ~£? Rear
Depth -'"~,~ J Height .2-~' Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 1/~/o ' Rear ] '~ '~' Depth 3 t~l~ '
Alteration
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated f' ~/3~c/"vi I
12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO
13. Will lot be re-graded? YES__ NO ~Will excess fill be removed from premises? YES NO
-
14. Names of.l;~,~,¢l ~,fpremises Loa;~ ~Sq~o Address/q~t'ri}~k, ,~q ll'ff2.-Phone No.Q
Name of Architect Address Phone No ,
Name of Contractor L[~,-~,~ ~lec)rr:c (~)2,,cAddress (,5--qb~ [:'g~k t'~13one No. l'31B
15 a. Is this property within 100 feet of a tidal wetl~d or a fieshwater ~f~d? *YES NO ~,
* IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PE~ITS MAY BE ~QUI~D.
b. Is this prope~ within 300 feat of a till wetland? * YES NO ~
* IF YES, D.E.C. PERMITS MAY BE REQUl~D.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF~qif~lk )
q~ ~h ~ ~'~ [~d~ being duly sworn, deposes and says that (s)he IS the applicant
(Name'of individual signing contract) above named, t ~
; K.~',,m p x. ',-" / NC ....... y
(Contractor, Agent, Corporate Officer, etc.) / ~.,-^'r~ OF NEW JERSE
of said owner or owners and ~s duly authorized to perform or have performed the sa~d wtlr~eana-m ma~e and fie th s app cat on; I
hata statements contained m th~s apphcation are tree to the best of h~s knowledge and ~.~ m t~e
performed in the manner set forth in the application filed therewith.
Notary Public
Signature of Applicant
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold. NY 11971-0959
Telephone (631 ) 765- 1802
Fax (631) 765-9502
April 9, 2012
BUILDING DEPARTMENT
TOWN OF SOUTItOLD
Unexcelled LLC
Cio Roy Schoenhaar
330 Eastwood Dr
Cutchogue, NY 11935
Re: 10300 Route 25, Mattituck
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Note: An Architect of Engineer needs to certify installation of the Solar Panels.
~/~ Application for Certificate of Occupancy. (Enclosed)
~ Electrical Underwriters Certificate. (contact your electrician)
A fee of $50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1184)
__ Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT: 36957 - Solar Panels
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631 ) 765-1802
Fax (631) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
April 13, 2012
Unity Electric
1 Madison Street, Suite F1
East Rutherford, NJ 07073
RE: JP Morgan Chase Bank, 10300 Main Road, Mattituck, New York
NOTE: Certification of solar panel installation required.
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
__ Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of $50.00
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
__ Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
__ Final Fire Inspection from Fire Marshall.
__ Final Landmark Preservation approval.
BUILDING PERMIT: 36957-Z Solar Panels
Town H~ Annex
.54375 Main Road
P.O. Box 1179
Southold, NY 11971-0~59
BUII.~IHG DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELE~
Company Name: ~'3rv) ~/¢C'~iC (C) .~L4~c
Telephone (631) 765-1802
ro ax (631) 7 5
,qer. riched(~,~own.sou~c~.n¥.us
~ON
Date:
No.:
*Address:
*Cross Street:
*Phone No.:
JOBSITE INFORMATION: (*Indicates r~quired information)
*Name: :7~ .~'~,'~ (,~l~t~ ~,~,q~<.
Permit No.:
Tax. Map District:
1000 Section: ~L~ ~ Block: ~A~ Lot:
*BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) _~,~ 3/~ II ,lh-o,-,~
(Please Circle All That Apply)
*Is job ready for inspectiOn:
*Do you need a Temp Certificate:
Temp Information (If needed]
*Service Size: 1 Phase
*New Service: Re-connect
Addifienal Information:
YES~
YES / NO
Rough In Final
3Phase 100 150 200 300 350 400 Other
Underground Number of Meters Change of Service Overhead
.PAYMENT DUE WITH APPLICATION
.82.Request for Inspection Form J/~ ~--~ (~ [~)3o~
iNTERNATIONAL GROUP
January 24, 2012
Unity Electric, LLC
1 Madison Street, Suite "Fl"
East Rutherford, NJ 07073
Tel. {973) 272-0/'00
Fox (973) 470 0033
www.unityig.com
Page 1 of 1
Town of Southold
Building Department
Town Hall
Southold, NY 11971
To Whom It May Concern:
Please find the attached structural engineer approvals (three copies) for the
proposed solar photovoltaic array at the Chase Bank located at 10300 Main Rd.,
Mattituck, NY 11952. The rest of the building and electrical application was already
submitted to the town in late December. Please let me know if there are any further
questions. Thank you for your time and cooperation.
Very truly yours,
isf er
Ross Fisher
Project Coordinator
INTERNATIONAL GROUP
January 31,2012
Unity Electric, LLC
Madison Street, Suite "Fl"
East Rutherford, NJ 07073
Tel. 1973) 272-0700
Fax (9731 470 0033
www.unityig.com
Page 1 of 1
Town of Southold
Building Department
Town Hall
Southold, NY 11971
To Whom It May Concern:
Please find the attached designed wind speed of 120 mph engineering summary
(page 2) for the proposed solar photovoltaic array at the Chase Bank located at 10300
Main Rd., Mattituck, NY 11952. This is the approved designed and required ballast load
as per Unirac (mounting hardware manufacture). Please let me know if there are any
further questions. Thank you for your time and cooperation.
very truly yours,
isher
Ross Fisher
Project Coordinator
FEB - 3 2012
BLDG DEPT.
TOWN OF SOUTHOLD
January20,2012
Mr. Paul Witwick
Triad Consulting Engineers, Inc.
2740 Route 10 West, Suite 203
Morris Plains, NJ 07950
RE: ENGINEERING REPORT (Revised)
Structural Analysis - Existing Roof Framing
10300 Main Road
Mattituck, New York 11952
ENGINEERING, LLC
Dear Mr. Witwick:
A new solar array system has been proposed on the rooftop of a Chase Bank branch in
Mattituck, New York. This new solar system shall be comprised of solar panels and a ballast-
type racking system that shall be installed on the existing flat roof of the Chase Bank building.
Pursuant to your request, Petry Engineering, LLC performed a site visit and analysis of the
Chase Bank building's existing roof framing located at 10300 Main Road, Mattituck, New
York. The purpose of this investigation is to evaluate the existing roof framing and determine
if it can support the anticipated additional loads associated with a proposed rooftop solar array
system.
OBSERVATIONS
On November 18th, 2011, Christopher J. Daly, of our office, visited the site to confirm
existing framing sizes and layout of the roof framing. The one-story building, which was
erected in 2010, measures approximately 64' x 59'. Per structural plans provided by you, the
building roof framing is made up of two distinct bays separated by 12" deep I-shaped steel
girders that run perpendicular to the roof framing. The rear bay consists ofT°O"(+/-) deep
prefabricated light gauge trusses, spaced 4%0" apart, and spanning approximately 21 feet.
The from bay consists of 3'-6"(+/-) deep prefabricated light gauge trusses, spaced 4'-0" apart,
and spanning approximately 42 feet. The roof is comprised of 1 ½" deep corrugated metal
decking, insulation, and membrane roofing. The roof framing also supports a suspended
acoustical ceiling, along with electrical fixtures, mechanical ductwork, and plumbing. A
parapet around the perimeter of the building varies in height from 2'-6" in the front bay to
5'-8" in the rear bay.
155 Passaic Avenue, Fairfield, New Jersey 07004
973 227-7004 973-227 7074 (fax)
ANALYSIS
The existing roof framing for the Chase Bank building at 10300 Main Road, Mattituck, NY
was constructed to support the typical loads associated with a low-rise building, including
dead load, wind load, and snow load. The roof framing was evaluated based on the h~ ~,,%12,/
appropriate load combinations given in the 2_009 International Building Code (IBC),
information contained in the structural plans & prelr~tbricated hght gauge truss submittals
provided, and typical properties for the materials found during our investigation.
CONCLUSIONS
Per the preliminary layout provided, the proposed solar array system is located on the roof of
the building's frotu bay. Based on the signed and sealed prefabricated light gauge truss
submittal, dated November 2, 2010, the 42 foot long trusses labeled 'T3' ('TI' on the original
structural drawings) are presently 98% stressed based on the designated loading conditions.
However, the truss submittal indicates a roof live load (Lr) of 30 psf used in the design of
truss 'T3', while the original structural drawings state the roof live load shall correspond to
the roof snow load (S), which is given as 20 psf. An extra 10 psfoflive load was used in the
design of the trusses. After speaking with the original engineer-of-record, we confirmed a
portion (75%) of this extra 10 psf could be reallocated to the allowable dead load (D) based
on a controlling load combination D + 0.75(L~ or S) + 0.75W. Thus, an additional dead load
of up to 7.5 (psf) can be subjected to the existing roof framing.
It is reported that the total additional weight associated with the proposed solar array system is
5-7 pounds per square foot (psf). Provided the total additional weight associated with the
solar array system does not exceed 7.5 psf, the existing roof framing is sufficient to support
the proposed solar panels, racking system, and ballast that make up the solar array system.
However, because of potential drifting snow against the parapet, no portion of the solar array
system should be located within 10 feet of the parapet.
We trust that we have provided sufficient information for your review. Should you have any
questions, please call.
P E T R Y " ,ENGINEERING, LLC
January 31, 2012
Mr. Paul Witwick
Triad Consulting Engineers, Inc.
2740 Route 10 West, Suite 203
Morris Plains, NJ 07950
RE: ENGINEERING REPORT (Revised)
Structural Analysis - Existing Roof Framing
10300 Main Road
Mattituck, New York 11952
FEB - 3 2012
BLDG. DEPI.
IOWN OF SOUIHOtD
Dear Mr. Witwick:
A new solar array system has been proposed on the rooftop of a Chase Bank branch in
Mattituck, New York. This new solar system shall be comprised of solar panels and a ballast-
type racking system that shall be installed on the existing flat roof of the Chase Bank building.
Pursuant to your request, Petty Engineering, LLC performed a site visit and analysis of the
Chase Bank building's existing roof framing located at 10300 Main Road, Mattituck, New
York. The purpose of this investigation is to evaluate the existing roof framing and determine
if it can support the anticipated additional loads associated with a proposed rooftop solar array
system.
OBSERVATIONS
On November 18th, 2011, Christopher J. Daly, of our office, visited the site to confirm
existing framing sizes and layout of the roof framing. The one-story building, which was
erected in 2010, measures approximately 64' x 59'. Per structural plans provided by you, the
building roof framing is made up of two distinct bays separated by 12" deep I-shaped steel
girders that run perpendicular to the roof framing. The mar bay consists of 2'-0"(+/-) deep
prefabricated light gauge trusses, spaced 4'-0" apart, and spanning approximately 21 feet.
The front bay consists of Y-6"(+/-) deep prefabricated light gauge trusses, spaced 4'-0" apart,
and spanning approximately 42 feet. The roof is comprised of 1 ½" deep corrugated metal
decking, insulation, and membrane roofing. The roof framing also supports a suspended
acoustical ceiling, along with electrical fixtures, mechanical ductwork, and plumbing. A
parapet around the perimeter of the building varies in height from 2'-6' in the front bay to
5'-8" in the rear bay.
155 Passaic Avenue, FainSeld, New Jersey 07004
973-227-7004 973 227 7074 (fax)
ANALYSIS
The existing roof framing for the Chase Bank building at 10300 Main Road, Mattituck, NY
was constructed to support the typical loads associated with a low-rise building, including
dead load, wind load, and snow load. The roof framing was evaluated based on the
appropriate load combinations given in the New York State Building Code, information
contained in the structural plans & prefabricated light gauge truss submittals provided, and
typical properties for the materials found during our investigation.
CONCLUSIONS
Per the preliminary layout provided, the proposed solar array systmn is located on the roof of
the building's front bay. Based on the signed and sealed prefabricated light gauge truss
submittal, dated November 2, 2010, the 42 foot long trusses labeled 'T3' ('TI' on the original
structural drawings) are presently 98% stressed based on the designated loading conditions.
However, the truss submittal indicates a roof live load (I~) of 30 psf used in the design of
truss 'T3', while the original structural drawings state the roof live load shall correspond to
the roof snow load (S), which is given as 20 psf. An extra 10 psfoflive load was used in the
design of the trusses. After speaking with the original engineer-of-record, we confirmed a
portion (75%) of this extra 10 psf could be reallocated to the allowable dead load (D) based
on a controlling load combination D + 0.75(L~ or S) + 0.75W. Thus, an additional dead load
of up to 7.5 (psf) can be subjected to the existing roof framing.
It is reported that the total additional weight associated with the proposed solar array system is
5-7 pounds per square foot (psf'). Provided the total additional weight associated with the
solar array system does not exceed 7.5 psf, the existing roof framing is sufficient to support
the proposed solar panels, racking system, and ballast that make up the solar array system.
However, because of potential drifting snow against the parapet, no portion of the solar array
system should be located within 10 feet of the parapet.
We trust that we have provided sufficient information for your review. Should you have any
questions, please call.
C
CONTRACTOR TO INSTAM. NEW
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APPR~ED A~ NOTED
DATE~B.p. # "~' ~"'"~7
FE~~'°° BY.~~__~
NOTIFY BUILDING DEPA~NT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS
FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2 ~OUGH-FRAMiNG PLUMBING
cTRAD':-~NG ELECTRICAL & CAULKING
,~ NSULATION
,~ ~:N'~L - CONSTRUCTION & ELECTRICAL
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ELECTRICAL
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400A, 120/208V, 5P, ~W
PV MOOULES 1-20
(20) M215-208 MICROINVERTERS
12.11A AC SOURCE CURRENT
12.11 * 1.25 = 15.14A - 20A CIRCUIT BREAKER
(20 + 400)/1.2 ,- 550A BUS MINIMUM
TO MICROINVERTERS 1-20
(7 PER PHASE MAX) SEE FIELD
WIRING DIAGRAM ON E-I
NEW JUNC~ON
BOX, NE:MA
(ONE BOX PER
ROW)
ENPHASE WIRING HARNESS
(MODEL ET17--208-___) 208V, 5-~12
ViIRE, 67" LANDSCAPE SPACiNG WITH
ROTATING CONDUCTOR USE.
TYPICAL EXISTING FEEDERS TO
PANELS LP. PP, ATM-1,
RTAC1, RTAC2
· ! !--N£W 3/4"C-2~12 &
l_ _1
THREE LINE DIAGRAM
NOTICE
CEll 15082
The Enphase Energy Microinverter
System improves energy harvest,
increases reliability, and dramatically
simplifies design, installation and
management of solar power systems.
The Enphase System includes the
microinverter, the Envoy Communications
Gateway, and Enlighten, Enphase's
monitoring and analysis software.
PRODUCTIVE
RELIABLE
SMART
SAFE
I- Maximum energy production
- Resilient to dust, debris and shadin9
- Performance monitoring per module
I- System availability greater
than 99.8%
- No single point of system failure
I- Quick and simple design, installation
and management
- 24/7 monitoring and analysis
I- Low voltage DC
Reduced fire risk
Recognized By The Best, As The Best. Leading consumer and industry groups have honored Westinghouse Solar with their highest
awards and accolades. Yet another example of how the Westinghouse name is known worldwide for outstanding quality and reliability.
DREAKTHROUGH
AWARDS ?a~q ~..-~
MECHANICS
You have our word on it. Every Westinghouse Solar Power System is
backed by the proven reliability of the Westinghouse name --for more
than a century a guarantee of quality. Panel warranty provides 25 year
power output warranty -- 10 years @ 90% and 25 years @ 80%.
The Westinghouse Solar Power Warranty
PANELS 25-YEARS I INVERTERS 15-YEARS
Length x Width Weight
65.3 x 39.3 inches 51.0lbs
166 x 99.7 om 23.2kg
Thickness
2.0 inches
5.08cm
,
Maximum units per branch 21 16
Peak Invede¢ efficiency 0.955 0.955
CEC w~hted efficient./ 0.95 0.96
Compl~oe UL1741aeee1547
FCC Pall 15 Cklml B
Cell Technok~y 60 Cea I~Si, 156 x 1S~n~n (6.14 ira:h}
Wh#e back ~:e~ ~x high e~
Cer tifi~d wind and snow Iced tested to 5400Pa
Protected by U S patents (7,406,800; 7.832.157 and 7.866,09~). and foreign
patents (2,005,248,343; 243,626; 274,182 and 751.614) Other patents pending
WestinEhouse
Solar
1475 South Bascom Ave. Suite 101
Campbell, CA 95008
www. westlnghousesolar, com
T: 8883952248
WeslinBhouse Solar
sun for
everyone,-
solar panel AC-230/235
Westinghouse Solar Power Systems
For more than a century, Westinghouse has stood for reliability and
innovation -- developing solutions that deliver safe and efficient electrical
energy while introducing smart products for the home that bring comfort
and convenience to the lives of millions. Today, that tradition continues
with Westinghouse Solar Power Systems which are safer, more powerful,
and more reliable than any other, while backed by the proven quality of the
Westinghouse name.
The Westinghouse Solar AC solar panel leverages the very latest design
and advances in technology to yield maximum power, performance and
reliability.
Our proven innovation and quality provides:
5-25% more energy than other solar panels. Advanced panel technology efficiently
captures and converts more of the sun's energy into usable power.
Safe, reliable AC power. Westinghouse Solar Power Systems feature builtAn technology that
delivers safe AC power, In addition, our protected wiring, solid framing and integrated
grounding systems eliminate the hazards of exposed wiring and the corrosive effects of sun,
wind and rain, providing decades of optimal performance.
Sleek. efficient design. The clean, contemporary look of Westinghouse Solar Panels
complements any roof and style of home. The entire system requires 80% fewer parts
to install and maintain--ensuring years of worry-free operation.
Ruggedized construction. Westinghouse Solar cells are hermetically sealed under
toughened, high-transmission glass and secured in our patented framing technology to
create a panel that is weather resistant and extremely-reliable.
Monitor your system anywhere in the world. Web-based monitoring system constantly
analyzes the per-module data of your Westinghouse Solar Power System providing energy
production data via a browser or smart-phone,
Advanced power production technology. Westinghouse Solar panels incorporate reliable
weather resistant electronics and highly efficient micro-inverters built directly into each panel,
delivering greater energy production across various outdoor conditions.
Integrated Mounting Systems. Westinghouse Solar panels seamlessly integrate with
Westinghouse Solar Roof Kits and Flat Roof Mounting Systems to achieve rapid installations
that are built to last.
---UNIRAC
A HILTI GROUP COMPANY
CSG Construction Estimate - RapidRac G10
0
Unity International Group-Branch Banks
Date: 12/2111
Dan Bemal
Module Manufacturer: DeISolar
Module Model Number: D6P230A3E
Module Weight: 44.09
Module Tilt Angle: ~ degrees
Number of North Row Frames:
Number of Frames w/Mod Mounts:
Design Wind Speed:
Wind Exposure Category:
Importance Factor:
Roof Height:
Least Horizontal Dimension:
Roof Zone:
Setback Distance:
Total Blocks:
Blocks per Module:
5
15
mph
6ft
79
5.25
Array Area:
Uplift Wind: -15.82 psf
Down Force Wind: 22.50 psf
Ballast Load: 2054 lbs.
4.74 psf
Array Dead Load: 806.35 lbs.
1.86 psf
Total Additional Dead Load: 2860.35 lbs.
6.60 psf
RapidFool to Resist Wind: 0
RapidFoot to Resist Seismic: 1
Seismic: ~
Seismic Shear: 563.34 lbs.
Optional RapidFoot: 1
Total Attachments: 1
Quotation Notes:
1. The number of blocks needed is calculated assuming 26 lb blocks (4" x 8" x 16")
2. Ballast distribution may cause number of total blocks to increase per pages 12 - 13 of RapidRac install manual 650.1.
*Check with one of our distributors to get your pricel
Terms and Conditions
Please note that the quote, specifications, and product warranty are subject to the following conditions:
This PV system has been designed with Unirac proprietary computer software. Use of this design with products other than Unirac is prohibited.
This quotation is based on information provided to Unirac. Customer is responsible for accuracy of the information provided. Any problems that develo
as the result of inaccurate information about the system or site are the responsibility of the installer or customer.
The system must be installed per Unirac's code compliant installation manual in order to be covered by Unirac's warranty.
Multiple revisions to this quote, which are the result of customer requests (i.e. site changes, module changes, layout, wind cendRions, etc.), require a
fee, based on an houdy engineering rate of $75.00 per hour. If moro than one revision is required, contact us for an estimated cost.
Any Change to product specifications may result in the need for a re-quote.
Change Order, Cancellations & Returns Policy
a) Rush orders cannot be changed, cancelled or returned
b) For stocking orders only, the order may be modified up to 10 working days prior to the committed ship date; stocking orders may not be cancelle¢
after 10 working days fi.om date of order acknowledgement.
c) All other orders may not be cancelled or modified after 10 working days from date of order acknowledgement.
d) All order cancellations will incur a $50 processing fee
Any change to product specifications may result in the need for a m-quote. Lead times are subject to confirmation after receipt of order.
Prices are subject to change due to the volatility of the raw material market. Please contact your supplier source for the most current
pricing.
Unirac, Inc. 1411 Broadway Blvd. NE T: (505)242-6411
wv, w. unirac.cem Albuquerque, NM 87102-1546 USA F: (505)242-6412
M215 MICROINVERTER TECHNICAL DATA
Recommended input power (STC)
Maximum input DC voltage
Peak power tracking voltage
Operating range
Min/Max start voltage
Max DC short circuit current
Max. input current
190 - 260W
45V
22V - 36V
16V 36V
22V/45V
15A
10.5A
Maximum output power
Nominal output current
Nominal voltage/range
Extended voltage/range
Nominal frequency/range
Extended frequency range
Power Factor
Maximum units per 20A branch circuit
Maximum output fault current
215W
1 0A (arms at nominal duration)
208V/183-229V
208V/179-232V
60.0/59.3-60.5 Hz
60.0/59.2-606 Hz
>095
25 (three phase)
215W
0.gA (arms at nominal duration)
240W211-264V
240V/206 269V
60.0/593 605 Hz
60.0/592-606 Hz
>0 95
17 (single phase)
1.05 Arms, over 3 cycles; 252 Apeak, 1 74ms duration
CEC weighted efficiency
Peak inverter efficiency
Static MPPT efficiency (weighted, reference EN50530)
Dynamic MPPT efficiency (fast irradiation changes, reference EN50530)
Night time power consumption
960%
96.3%
996%
993%
46mW
Ambient temperature range
Operating temperature range (internal)
Dimensions (WxHxD)
Weight
Coolin9
Enclosure environmental rating
-40°C to + 65°C
40°C to + 85°C
17.3 cm x 16.4 cm x 2.5 cm (68" x 645" x 1.0")*
1.6 kg (35 lbs)
Natural convection - No fans
Outdoor - NEMA 6
* without mounting bracket
Compatibility
Communication
Warranty
Monitoring
Compliance
Pairs with most 60-cell PV modules
Power line
25-year limited warranty
Free lifetime monitoring via Enlighten software
UL1741/IEEE1547, FCC Part 15 Class B
CAN/CSA-C22.2 NO 0-M91, 04 04, and 1071 01
Enphase Energy, Inc.
201 1st Street
Petaluma, CA 94952
Phone: 877-797-4743
Fax: 707-763-0784
[nfo¢~}enphaseenefgy. com
ht tp://www.er/ph.tse corr,
142-00010 Rev 03
II
..---UNIRAC
A HILTI GROUP COMPANY
CSG Construction Estimate - RapidRac Gl0
~uotation # Unity International Group-Branch Banks Date: t2121tl
:{evision Number: 0 Quoted by: Dan Bernal
Customer Information
:;ompany: Unity International Group
Address: 1 Madison St. Bldg F1
.'~ity, State Zip: East Ruthedord, NJ 07073
;ontact Name Ross Fisher
~.ontact Email: rflsher~unitviq.com
=hone: 973-272-0700
Module S=ecificationa
Vlodule Specification DelSolar
Vlodule Model D6P230A3E
Module Length 64 in
Module Width 39 in
Module Thickness 1,50 in
Module Power 235 W (DC Rated)
Proiest Information
Name Branch Banks
Address
City, State Zip Mattituck, NY
Rackin¢~ Solutions
Solution Category
Racking Type
Attachment
Ballast
Ballast Blocks and RapidFoot
Armv Information
Module Quantity
Project Power
Number of Rows
Number of Columns
North Row Frames
Modules per Array
Arrays
Please refer to the 2nd page of the quota~on for the array engineering.
Bill of Materials
15 ea
3.525 kW
3 ea
5 ea
5 ea
15 ea
1
Quantity per Array
Frames Only
Part# IDeecription I Unit Price I co~t
5
Frames w/Module Mounts
5 310351-6500
RapidRac Frame Only
$
$
$
$
$
$
15 15 310355-6500
Attachments
RapidRac Frame w/Mod
Mounts $
$
$
$
$
$
622069C
8 030010C
RAPIDFOOT ASSEMBLY
HDW CONCEALER SCR 4", DP1
$ $
$
$
$
$
Totals
Total LIST PRICE for all compSnents* ($USD)
List price I~er watt ($USD)
List price per ~hodule ($USD)
Subtotal
Unirec, inc. 1411 Broadway Blvd. NE T: (505)242~411
www. unirac.cam Albuquerque, NM 87102-1546 USA F: (505)242~412