HomeMy WebLinkAbout43105-Z -�oSUfFO[�-eoG Town of Southold 6/3/2021
a� y� P.O.Box 1179
co 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42048 Date: 6/3/2021
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1330 Saltaire Way,Mattituck
SCTM#: 473889 Sec/Block/Lot: 100.-1-27
Subdivision: Filed Map No. Lot No.
conforms substailtially to the Application for Building Permit heretofore filed in this office dated
9/25/2018 pursuant to which Building Permit No. 43105 dated 10/5/2018
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:
roof-mounted solar panels on existing single-family dwelling as applied for.
The certificate is issued to Ambookan,Marianne
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43105 12/19/2018
PLUMBERS CERTIFICATION DATED
Authorized Signature
p�SUFFnt,r�oTOWN OF SOUTHOLD
BUILDING DEPARTMENT
CO
TOWN CLERK'S OFFICE
o • ,( 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#: 43105 Date: 10/5/2018
Permission is hereby granted to:
Ambookan, Marianne
20 Spruce Park
Syossett, NY 11791
To: install roof-mounted solar panels on existing single-family dwelling as applied for.
At premises located at:
1330 Saltaire Way, Mattituck
SCTM # 473889
Sec/Block/Lot# 100.-1-27
Pursuant to application dated 9/25/2018 and approved by the Building Inspector.
To expire on 4/5/2020.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
Total: $200.00
lsp
Bui Total:
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 ® • �® roger.richertt D_town.south old.ny.us
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Marianne Ambookan
Address: 1330 Saltaire Way City- Mattituck St: New York zip. 11952
Budding Permit* 43105 Section- 100 Block- 1 Lot- 27
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: GPN Electric License No: 43710-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 8.61 KW roof mounted photovoltaic system to include-24-340 W panels,
1-Solar Edge 7600 inverter,AC disconnect
Notes:
Inspector Signature: --- Date: December 19 2018
81-Cert Electrical Compliance Form As
SOUIyo�
* # TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION -�
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) -
[ ] CODE VIOLATION [/// ] CAULKING
REMARKS:
DATE I INSPECTOR '
105
WCONSULT M AY 1 0 2021 Wyssling Consulting
10 76 North Meadowbrook Drive
Alpine, UT 84004
Scott E. Wyssling, PE, PP, CME Di77' �T*13�PIT:P7'- office(201) 874-3483
swyssling@wysslingconsulting.com
April 27,2021
DBM Solar Design and Consulting
2650 Washington Boulevard
Ogden, LIT 84412
Re: Engineering Services
Paulson Ambookan Residence
1330 Saltaire Way, Mattituck NY
8.160 kW System
To Whom It May Concern:
Pursuant to your request, we have reviewed the post installation photos for the above referenced solar
panel installation The initial structural assessment of the proposed solar panel installation which included,
the adequacy of the connections for this system and the maximum spacing of the connections was
prepared by Vector Engineering of Draper LT. The photographs show panel support locations and spacing
which conform to Vector's structural assessment. Acceptable minor changes to the layout include; the
panel positions support spacing less than the maximum, and/or additions or deletions of panels at roof
locations.
Based upon the site specific information provided by Current Insight, our office certifies that the structural
installation for this roof was in general conformance to Vector Engineering's structural assessment report
dated September 20, 2018, Ironridge product installation criteria, and the layout plan as specified in
Vector's report. This letter pertains only to the panel support attachments to the roof framing and not the
engineered photovoltaic panel products, components, panel positioning, or electrical related
installations/connections.
This certification is based on applicable building codes, professional engineering assessment and judgment
and covers this dwelling for solar panel connections and support only.
Should you have any questions regarding the above or if you require additional information do not hesitate
to contact me.
Ak.ul
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Scott E WyssliPE p>F NEw
NY PE License No. 3
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FIELD INSPECTION REPORT I DATE COMMENTS,
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 Ots of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 5- <$uvey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
PS
tew
r= � �V\ g Application
(� u d Permit
Examined `f 20 pill
Single&Separate
Truss Identification Form
SEP2 5 2018 Storm-Water Assessment Form
Contact: _
Approved 20 q Mail to•&-'LVf
Disapproved a/c s'` aP'ya t - j',l r D /C�J/1t0/�G/ �`ilfi� 1,1>11111-14-)
y e
Phone: W7-
Expiration
7Expiration 20 VU GG[� �
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�IeU.S�' �
pector
APPLICATION FOR BUILDING PERMIT
Date ,20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee 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 Certificate of Occupaqcy.
f.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 from 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 pursuant 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, d- gulations,and to t
authorized inspectors on premises and in building for necessary inspections.
Signature of pplican r name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Flectririan
Name of owner of premises Marianne Amhookan
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate o cer)
Builders License No. ZW!9 S - DC 19
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
114140 Saltaire Way Mattitirk NY 11M9 Town of Southold
House Number Street Hamlet
County Tax Map No. 1000 Section 100 Block 1 Lot 27"Saltaire Estates"
Subdivision Filed Map No. 4682 Lot 27
I ,
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy dwelling
b. Intended use and occupancy dwelling
3. Nature of work(check which applicable):New Building Addition iteration
Repair Removal Demolition Other Work solar e
Description)
4. Estimated Cost $12,onn_nn Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor
If garage,number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N/A,
7. Dimensions of existing structures,if any:Front Rear Depth
Height Number of Stories
Dimensions of'same structure with alterations or additions: Front Rear
Depth Height Number of Stories 1
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories 1
9. Size of lot:Front Rear Depth
8.10.1917 Philip Ferrara & Phyllis Kovack
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated Town of Southold District: 1000
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X
13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES NO_
Mananne
14.Names of Owner of premises b&xmbwwamAmb1ookAradress 1330 saltaireway phone No. 516.205.4757
Name of Architect Address Phone No
Name of Contractor ZW9VL-'C ZB5/49NS Address C%-C4 /®6 S/ Phone No. 917-
&hoivod E/4/NY
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YE5 NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
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 x
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk p
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Gr�`tlaA
(Contractor,Agent,Corporate Officer;,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true 4o the best of his knowledge and belief;and that the work '1 be
performed in the manner set forth in the application filed therewith.
to before me this
day of
��, YNA F'IEST'A
TATE OF NEIL''
Notarrlij No.01P16113917 pplicant
OIIA.I.IFFIED IN KINGS 00
MyC0fV1MISSIONEXPIRESAUG.9,20� ,
FC BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
'Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richert(cD-town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: P-OR k(1, Of
Name: c1
Lice
10 —HT__ email:License No.: 14 ao A 1Q,
Addre'ss: - IACIM&T)n �20(1�A 02MC&k, L)q
JPhone No..
JOB SITE INFORMATION: (All information Required)
Name: f\ACAf n e P�-m
( CA —n -
Address: ck/
Cross'Street:
Phone No.:
Bldg.permit email:
Tax Map District: . 1000 Sectiom , (3 0 Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
SGS\cx( sis-w-r-n—
Circle All That Apply: WA
Is job ready for inspection?: YES 0 Rough In Final
Do you-need 'a Temp Certificate?: YES /(NO NO Issued On
Temp Information: (All information required)
Service Size I Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
I# Underground Laterals 1 2 H Frame Pole - Work done on Service? Y N
Additional Information:
DAYMENT DUE WITH APPLICATION
0 C 1 6 2018
B2-ReqVftifforif
.10WN OF SO OU)
®�®F SO(/��®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 ® ��
OVUNTy,��
February 22, 2021 BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Marianne Ambookan
20 Spruce Park
Syosett, New York 11791
JRE: 1330 Saltaire Way, Mattituck
NOTE: Engineers Certification letter required stating solar panels installed per New York
D� 2�State Building Code.
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (631-765-1802)
A fee of$50.00.
Final Board of Health survey.
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Storm Shutters required for all glazing
Energy Test Results and Manuals required
Final elevation certificate from surveyor.
Spray Foam Insulation Certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 43105-Z Solar Panels
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2 5 2018
E n, G I n E E R S
VSE Project Number:U1878-2118-181
September 20,2018
DBM Design and Consulting Company,LLC
ATTENTION:Chase Daily
707 24th Street,Suite B
North Ogden,UT 84401
REFERENCE: Paulson Ambookan Residence: 1330 Saltaire Way,Mattituck,NY 11952
Solar Array Installation
To Whom It May Concern:
Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to
determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on
the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed
solar panel installation.
Design Parameters
Code:New York State Uniform Code,2017 Edition(2015 IBC)
Risk Category:11
Design wind speed: 130 mph (3-sec gust)per ASCE 7-10
Wind exposure category:C
Ground snow load: 20 psf
Existing Roof Structure
Roof structure:2x6 rafters @ 16"O.C.
Roofing material:composite shingles
Connection to Roof
Mounting connection:(1)5/16" lag screw w/min.2.5"embedment into framing at max.48"O.C.along rails
Conclusions
Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation.
In the area of the solar array, other live loads will not be present or will be greatly reduced(New York State Uniform Code,
2017 Edition(2015 IBC), Section 1607.12.5).The glass surface of the solar panels allows for a lower slope factor per ASCE
7, resulting in reduced design snow load on the panels. The gravity loads in the area of the solar array are decreased;thus,
the stresses of the structural elements are decreased. Therefore, the requirements of Section 807.4 of the 2015 IEBC as
adopted by the 2017 NYSUC are met and the structure is permitted to remain unaltered.
651 W.Galena Park Blvd,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com
VSE Project Number: U1878-2118-181
Paulson Ambookan Residence
C TOR 9/20/2018
Y n G I n E E R S
The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we
conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible.
The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift),
the governing load case. Regarding seismic loads, we conclude that any additional forces will be small. With an assumed
roof dead load of 10 psf, solar array dead load of 3 psf, and affected roof area of 33%(maximum),the additional dead load
(and consequential seismic load)will be 9.7%. This calculation conservatively neglects wall weight.Because the increase in
lateral forces is less than 10%, this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC as
adopted by the 2017 NYSUC.Thus the existing structure is permitted to remain unaltered.
Limitations
Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed
must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify
Vector Structural Engineering,LLC should any damage, deterioration or discrepancies between the as-built condition of the
structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except
at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by
others is allowed only where the building type,site conditions, site-specific design parameters, and solar panel configuration
match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering
is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural
Engineering assumes no responsibility for improper installation of the solar array.
VECTOR STRUCTURAL ENGINEERING,LLC
NY Firm License:COA0012807
OF NE
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oaois,
AgOFESS�d�P
09/20/2018
Wells Holmes,P.E.
NY License:090187-Expires:09/30/2020
Project Engineer
Enclosures
WLH/sjs
651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com
JOB NO.: U1878-2118-181
SUBJECT: WIND PRESSURE
E n G I n E E R S
PROJECT: Paulson Ambookan Residence
Com onents and Cladding Wind Calculations
Label: Solar Panel Array ` ' Note: Calculations per ASCE 7-10
SITE-SPECIFIC WIND PARAMETERS:
Basic Wind Speed [mph]: 130 Notes:
Exposure Category: C
Risk Category: II
ADDITIONAL INPUT & CALCULATIONS:
Height of Roof, h [ft]: 77712Y - ., (Approximate)
Comp/Cladding Location: Gable/Hip Roof70<8"!5'276 Hip? No
Enclosure Classification: Enclosed Buildings
Zone 1 GCP: 0.9 Figure 30.4-213 (enter largest abs. value)
Zone 2 GCP: ' , ,1.7 (enter largest abs. value)
Zone 3 GCP: '2.6 (enter largest abs. value)
a: 9.5 Table 26.9-1
z9 [ft]: 900 Table 26.9-1
Kh: 0.95 Table 30.3-1
KZt: 1 Equation 26.8-1
Kd: 0.85 Table 26.6-1
Velocity Pressure, qh [psf]: 34.8 Equation 30.3-1
GCP,: 0 Table 26.11-1 (largest abs. value)
OUTPUT: p=qh GCp — GCp, Equation 30.9-1
Zone 1 Pressure, p [psf]: 31.3 psf(1.0 W, Interior Zones*)
Zone 2 Pressure, p [psf]: 59.1 psf(1.0 W, End Zones*)
Zone 3 Pressure, p [psf]: 90.4 psf(1.0 W, Corner Zones*within a)
(a= 3 ft)
L
U
JOB NO.: U1878-2118-181
TSUBJECT: CONNECTION
E n G I n E E R S
PROJECT: Paulson Ambookan Residence
Lag Screw Connection
Capacity: Demand:
Lag Screw Size [in]: 5/16 Max. Trib.
Cd: 1.6 NDS Table 2.3.2 Pressure Max
d (0.6 Wind) Tributary Area Max. Uplift
Embedment' [in]: 2:5 (psf) Width (ft) (ft) Force (Ibs)
Grade: SPF (G = 0.42) Zone
Capacity[Ibs/in]: `-205 NDS Table 12.2A 1 18.8 4.0 11.0 206
Number of Screws: 1 2 35.5 4.0 _ 11.0 390
Prying Coefficient: 1.4 3 54.2 NA 0.0 0
Total Capacity [lbs]: 586
Demand< Capacity: CONNECTION OKAY
1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw.
Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment
length.
2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height
(perpendicular to the rails).
JOB NO.: U1878-2118-181
TSUBJECT: GRAVITY LOADS
E n o i n E E R S
PROJECT: Paulson Ambookan Residence
CALCULATE ESTIMATED GRAVITY LOADS
Increase due to Original
ROOF DEAD LOAD (D) pitch loading
Roof Pitch/12 4.4
Composite Shingles 2.1 1.06 2.0 psf
1/2" Plywood 1.1 1.06 1.0 psf
Framing 3.0 psf
Insulation 0.0 psf
1/2" Gypsum Clg. 0.0 psf
M, E & Misc 0.0 psf
DL 6 psf
PV Array DL 3 psf
ROOF LIVE LOAD (Lr)
Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1
Roof Live Load With PV Array [psf] 0 New York State Uniform Code, 2017 Edition (201 f
w/Solar Panel
SNOW LOAD (S): Existing Array
Roof Slope [x:12]: 4.4 4.4
Roof Slope [°]: 20 20
Snow Ground Load, p9 [psf]: 20 , -' 20 ASCE 7-10, Section 7.2
Terrain Category: G C ASCE 7-10, Table 7-2
Exposure of Roof: Fully Exposed :Fully Exposed - ASCE 7-10, Table 7-2
Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2
Thermal Factor, Ct: 1.1 ' 1.1 ASCE 7-10, Table 7-3
Risk Category: II II ASCE 7-10, Table 1.5-1
Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1 5-2
Flat Roof Snow Load, pf[psf]: 14 14 ASCE 7-10, Equation 7.3-1
Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4
Unobstructed Slippery Surface? No Yes = ASCE 7-10, Section 7.4
Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4
Roof Slope Factor, Cs: 1.00 0.83 ASCE 7-10, Figure 7-2
Sloped Roof Snow Load, ps [psf]: 14 12 ASCE 7-10, Equation 7.4-1
Design Snow Load, S [psf]: 14 12
JOB NO.: U1878-2118-181 _
EC T SUBJECT: LOAD COMPARISON �
E rl G I n E E R S
PROJECT: Paulson Ambookan Residence
Summary of Loads
Existing With PV Array
D [psf] 6 9
Lr[psf] 20 0
S [psf] 14 12
Maximum Gravity Loads:
Existing With PV Array
D+Lr[psf] 26 9 ASCE 7-10,Section 2.4.1
D+S [psf] 20 21 ASCE 7-10,Section 2.4.1
Maximum Gravity Load [psfl:l 26 21
Ratio Proposed Loading to Current Loading: 79% 70K
The gravity loads in the area of the solar array are decreased;thus,the stresses of the
structural elements are decreased.Therefore,the requirements of Section 807.4 of the
2015 IEBC as adopted by the 2017 NYSUC are met and the structure is permitted to
remain unaltered.
J_
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
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 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. 5h-S—//S
New Construction: Old or Pre-existing Building: (check one) �l
Location of Property: So 1't7 Nre tJll
House No. Street Hamlet
Owner or Owners of Property: (A V ► 0 Vl V1 Mb,;,o ket VL
Suffolk County Tax Map No 1000, Section D o Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check o )
Fee Submitted: $
Appli ant Signature
-
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69
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ROOF ACCESS 06/08/2018
TILT ANGLE 20 D PROJECT#
2018-BLISS SOLAR
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SHEET NAME:
18" ti. e ` PROPERTY DETAIL
° ROOF SUPPORTS Rafter = 2x6 16" O.C.
PAGE# REVISION:
PV02 0
PV MODULE SPECIFICATIONS INVERTER SPECIFICATIONS PHOTOVOLTAIC AC OUTPUT LABEL
MANUFACTURER Heliene SolarEd e PV LOAD CALCULATIONS
MANUFACTURER g AC OUTPUT CURRENT 32A
MODEL_ Heliene 340W MODEL SE760OH-US (240V) 200A RATED MAIN PANEL
MAX POWER-POINT CURRENT (Imp) 8.89A NOMINAL AC VOLTAGE 240V 200A * 120% = 240 BLISS SOLAR, LLC
MAX POWER-POINT VOLTAGE (1/mp) 38.50 V MAX DC INPUT VOLTAGE 500 V
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MAX SERIES FUSE (OCPD) 15 A RATED MAX POWER 20A 705. 12(D)(2)
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MAX VOLTAGE (Vdc) 1000 V MAX FUSE (OCPD) 40A MAXIMUM POWER
POINT VOLTAGE (Vmp) 350V LILC METER Number: 0994281228306057 Bliss Solar, LLC,
29-28 41st Ave.
MAXIMUM SYSTEM 50oV
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CONFIDENTIAL - THE INFORMATION
❑ ❑ HEREIN CONTAINED SHALL NOT BE
12 MODULES & OPTIMIZERS INA SERIES STRING
#xxxxxxxx USED FOR THE BENEFIT OF ANYONE
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H. #6 FOR AREAS THAT MAY BE SUBJECT TO DAMAGE
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CONDUCTOR SCHEDULE WITH NEC ELECTRICAL CALCULATIONS
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ID DESCRIPTION CONDUCTOR CONDUIT EGC P: (801) 690-4873
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1 DC CIRCUIT: SERIES STRING 10 AWG PV WIRE FREE AIR N/A 15A #6 BARE COPPER 0.96(340C) NIA 15A 18.75A 35A 33.6A 20ft
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JUNCTION BOX TO INVERTER COPPER COPPER
06/08/2018
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BLISS SOLAR, LLC
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CONFIDENTIAL - THE INFORMATION
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WARNING f 4.5" RATED MAX POWER 4.5"
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POINT VOLTAGE (Vmp) 350V BLISS SOLAR, LLC
TERMINALS ON BOTH LINE AND POWER SOURCE PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
LOAD SIDE MAYBE ENERGIZED
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IN THE OPEN POSITION VOLTAGE (Voc) 0
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I Version 3_°L11a11 a:r h ligherr If the 010 version Is 3-ox.,co: CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
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Tia chuck the i rtverter CPU '1 ers'cGn: EXCEPT BLISS SOLAR, LLC NOR
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2 Pfes& � �e LCCA light ur,Ton shtor-. presses until he screw r''', haloes I:; reached.
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Use the &upp lied 50 card adapter or themicro-SD card, which rr an he ner ve from b: . d�p r, accordin to the activation
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Insert he card Into the ca rd sl at on the communic..tian bO.3rd. 1-fthe corlifflu rticetion boI2-rd has an 801 ca rd sfot, use the
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DBM SOLAR DESIGN AND
Enter a�'�.t p mode "" p res lr'r ar�rd hul In the Cr I t utt n. CONSULTING COMPANY, LLC
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DESIGNED BY:
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Troubleshooting
DATE:
if r-he Inverter does not enter prindii q- 1av, moda and tyle LCD diSplayS N 1, ht rode, the corniav an urg er of the rapid sh utdcar, � 06/08/2018
ca tilecs ally he I rsar rect. Per_,h e c k tip La cza_bles a nd rna e s ure that the ra p d sh u,.rd e .;n t.blas coon ted to the hratr�erti al the PROJECT#
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This doz-u yen idescr es, how to Install the rapid sh utdQ-hvi) kI� In the °mol ar L dge Skvitch., and liQ by to• eri4 blas tide rapid
Rllr dl �+j
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HEREIN CONTAINED SHALL NOT BE
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