HomeMy WebLinkAbout43407-Z 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 4 sets of Building Plans
TEL: (631)765-1802 Planning Board approval
FAX: (631)765-9502 xx �j Survey
Southoldtownny.gov PERMIT NO. v I Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 Mail toafL� r lL�'
Disapproved a/c 'l `IL 1`at tl 11°i�
j Phone:-71 Jq
Expiration
771 dd
., 7But Spector
4PLICATION FOR BUILDING PERMIT
Date S— ,2'01
TOWS C�`'�m ti"i"��"�°° � 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
shal I 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 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 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,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
l,�me,,7t ye�� ��t L C
-7.4 c-t-,ot, U-- YUP t(q 5 a
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises t. r 1 Gz t o e rl r,C1
(As on he tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
tt
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. 52 to k 1� l �
Other Trade's License No. 4 3 g2 IF– l,--1
1. Location of landyn which proposed worl!will be done:
-�L 4'./�E h �r,, V –n,V� C 11 i-,K kx to k 0 � l a �'-L-
House Number trees Hamlet
County Tax Map No. 1000 Section 1 Block 3 Lot 2, 3
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy e s k,-t-1,a-
b. Intended use and occupancy sy 1
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal. Demolition Other Work 6olair S h 751,,
4. Estimated Cost Fee (Description)
(To be paid on filing this application)
5. If dwelling,number of dwelling units 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.
7. Dimensions,of existing,structuros,if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front-- Rear
Depth Height NOml:k et oStories
8. Dimensions of entire new construction:Front Rears Depth-
Height Number of Stories`
9. Size of lot:Front Rear Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO V/
13.Will lot be re-graded?YES NO.tj Will excess fill bexemoved from premix 's?YES NO
14.Names of Owner of remises �.ria l o u "��f ���'4��au�� � � ""� �-( I���
p ddress Z 4 r Phone No.
Name of Architect Address Phone No
Name of Contractor F1Pyne1,4- &�L,�a .1„��Address o �, .oe-phone No.
�� r'n'tt-t uc Ajt1614s�
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
*IF YES,SOUTHOLD TOWN TRUSTEES`&D:E.C:PERNfITSMAY'BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
i 7.If elevation at any poinf-oil-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 r/
*IF YES,PROVIDE A COPY.
iTATE OF NEW YORK)
SS:
:OUN{T.�Y OF// IXM
Q e l 1 Q tj- o h being duly sworn,deposes and says-tl%t(s)he is the applicant
(Name of individual sig�,,n,contract) b/ove named,
S)He is the ^{ e'
(Contractor,Ag t,Corporate Officer,etc.)
�f said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
aat all statements contained in this application are true to the best of his knowleilt'o M*Wand that the work will be
�erformed in the manner set forth in the application filed therewith. Nr-'tIllY PUBLIC-STATS of NEW YORK
No. 01 MA4676634
worn to before me this :twollfletl 1n Suffolk County.
day of �`�20 19 'Y�omrnlsslon Expires March 30,201--
.
Notary Public Signature of Applicant
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. J 1
New Construction: Old or Pre-existing Building: (check one)
a 6 ou h al /I .e .
Location of Property: w ITIT h-( C� tu C
N t 1 I Z
House No. Street Hamlet
Owner or Owners of Property: � 1 Q r i
Suffolk County Tax Map No 1000, Section `� Block Lot 7, . .
Subdivision .. Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: ...Underwriters Approval:
Planning Board Approval:....
Temporary for:
Request q p ry Certificate Final Certificate: � _ (check one)
Fee Submitted: $
Applicant Signature
1
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court. Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526
E-mail:Ics4d@aol com
Sunday, December 30, 2018
Element Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton
Engineer/Project Manager
Re: Thirty-one (31) 310 W PV Roof Top
Solar Panel Array, 9.61 kW Total Output,for
Dioguardi Residence—4890 Sound Avenue
Mattituck, New York 11952
Dear Mr. Lawton:
Pursuant to your request, I have reviewed the following information regarding the subject roof
top solar panel array:
• Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying
specific site information including size and spacing of rafters for the existing roof.
Design drawings of the proposed system to include site plan, roof plan, mounting
details for the solar panels.This information was prepared by E2Sys and will be utilized
for approval by the Town of Southold and for construction of the proposed system.
Based on the above documentation, I have evaluated the structural capacity of the existing
system to support the additional loads imposed by the solar panel arrays and offer the
following comments:
The existing roof type is provided with a single layer of asphalt shingles, '/"plywood decking,
2"x8" Douglas Fir rafters at 24"on center,2"x8" Douglas Fir ceiling joists at Won center,2"W
Douglas Fir collar ties at 16" on center, with 150 roof pitch for arrays#1 and 2. Our review of
the exterior roof indicates no signs of settlement or misalignment caused by overstressed
underlying structural members.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
Design wind speed: 130 mph
1
Ground snow load: 20 Ibs/sq. ft.
Solar Array#1 dead load: 2.7 Ibs/sq. ft.
Solar Array#2 dead load: 2.7 Ibs/sq. ft.
Total Weight of Array 1: 846.6 Ibs
Total Weight of Array 2: 684.5 Ibs
The above values are within acceptable limits of recognized industry standards for similar
structures.The structural analysis, performed for the existing structure and for the solar panel
arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to
supports the additional panel weight without damage, if installed correctly.
The onsite inspection and the photographs show that the roof framing is in good conditions.
However, the dwelling owners are to be made aware that long term build up of heavy snow
conditions may produce deflections in the roof structure. If any deflection is noticed, than it is
recommended that the solar panels be cleared of accumulated snow more than one (1)foot
deep over a period of one week. If no deflections are visible under any snow loading over a
period of time, then there is no need to clear the solar panels.
Based on the above evaluation, it is the opinion of the undersigned professional engineer,that
with appropriate solar panel anchors being utilized, the roof system will adequately supportthe
additional loading imposed by the solar panel arrays.
This evaluation is in conformance with the 2015 International Residential Code, 2017 New
York State Supplement to the Uniform Code, SEI/ASCE 7 "Minimum Design Loads for
Buildings and Other Structures", current industry standards and practice and based on
documentation and data supplied by E2Sys at the time of this report.
Should you have any questions regarding the above or if you require additional information,do
not hesitate to contact me. Sincerely,
igi Claudio Sciara ra, P. E.
Of: NEW Y_
y�JAG\G SCIA
v 9
9
060935�
pROFESSIONP�
2
SCOPE Of WORK DE51GN 4 DRAFTING BY:
TO INSTALL A 9.G I KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE DIOGUARDI RESIDENCE, Sp JAMIE MINNICK
LOCATED AT 4890 SOUND AVENUE IN MATTITUCK, NY 1 1952 , .` NABCEP CERTIFIED
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED NE Noc�r Ra � Os I 112-1 zs
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT, ��.��Qy �uT1d Ave ' SogndAV,
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. �y �, SC/q 5 REVISIONS
Sound Ave, n DESCRIPTION DATE REV
SY TEM RATING &. ; � �' 9-�
Ql ORIGINAL 10-31.2018
T +� c+� 9
9.61 kW DC STC
EQUIPMENT SUMMARY "`�'' � �� �
31 QCELL Q.PEAK DUO BLK-G5 310 PV MODULES
31 ENPHASE IQ7-GO-2-U5 MICRO INVERTERS K-: I lighwind Farms
I IRONRIDGE XR 100 MOUNTING SYSTEM `Y
CONTRACTOR
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SHEET INDEX ' " ELEMENT ENERGY, LLC.
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PV-I COVER 5
7470 SOUND AVE
-
PV-2 51TE PLAN 00 _- MATTITUCK, NY 1195
PV-3 ROOF PV LAYOUT i „` ' LICENSE#43889-H
PV-4 STRUCTURAL/DETAILS 4 SECTIONS ■ LICENSE# 52689-ME
PV-5 3-LINE ELECTRICAL DIAGRAM E
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W 270°d 90° D L.
GOVERNING CODES '
240° 120° cl
210° 150° e,
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20I4 NATIONAL ELECTRICAL CODE. 180° Laure) PROJECT NAME
2015 INTERNATIONAL RESIDENTIAL CODE AND NY5 201 G SUPPLEMENT. S ^
UNDERWRITERS LABORATORIES(UL)STANDARDS LLJ LlJ N
05HA 29 CFR 1910,2G9
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GENERAL NOTES z z
PROJECT LOCATION W W
1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT C) Q THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE F
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK LLJ
AGREE THE SAME.
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED tF,: j� ly—
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY,
10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE LE. -R r = k>,
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM Q U
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, . ;;; LLB 1�
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC, ADEQUATE FOR THE PURPOSES
OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO ,'
ALL RULES AND REGULATIONS OF THE RESPONSIBLE s . n ,
COMMENCING WITH WORK. 'a.:^ 3s• ,' "f ;,,,''
JURISDICTION. xV, .zx J-`' ' ' ' a,
4, IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR {w. �w;„f,a, F- ` <<'" .,%;„^ �5 }'""T ',^,
QD
MAINTAINING SAFETY ON THE JOB SITE DURING THE {''� a', t`, 3.,°r`" ® co Q
:.„
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, u ., s ,k« :^„ g " „W — -
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ', > ° `.'•' y:z ;, w.FNr,A ' ' -,",a ,;, "+ k..••
AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND c, a
U THIS SHALL INCL
UDE,LDE, BUT ARE NOT
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO; PROVIDING FOR ADEQUATE AND PROPER BRACING, ,. .a, _:^ "_• e�, }' `' x, '', t
FOR ALL TEMPORARY u` r `";,,� ' . "+ ', +. 3t
5, ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS �.^ - - ;�,
, , .. SHEET NAME
SCAFFOLDING STAIRS ETC AS WELL AS PERMANENT
FABRICATED AND INSTALLED AS PER LATEST A.1.5,C 4,�� :> w
SPECIFICATIONS. CONSTRUCTION. ; =w, e; f&",ryf. COVER
G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12, FIGURED DIMENSIONS SHALL GOVERN, DO NOT SCALE :,� _ ,=. � ,`.:, K.
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N,E,C, DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING �' N"
'.x-- 7•.fi �.:;+ aX,a.:x,1_g;Y"<1"'':3��°n, ak' �? "ti, -,.u6w, " t A.
NYS CODES REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING
CONDITIONS PRIOR TO ORDERING MATERIALS AND
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN
i _, F , L ,.�`';'�rc ^,i:;LL r, ,h-rr�
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEERS COMMENCING WITH WORK. .....13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS su;;x ::" ` '`,` ° DRAWING SCALE
CERTIFICATION OF THESE PLANS. w. 4` ^`
WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON
8, THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND ,+� �'-x, ^• ' `4x; '"w't°:.=.t„; ,'':;,,,_, - ,�,* .,'r
A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. r- rr' g '' N a T o o
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE ri > � <.14",,, a ^t,,,f, :.7,<„.-, 4,,_ r:`;c, ;
14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED =:•t„ fir,•,:,.aE,k 5+ ;:
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, ,
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE ., ,+ - y;„ , '::.•. " - a `::`,:.., 3 r : �K
;.F,,^ r � t:%. - ip` r.:T ,g,c� y,k.°'*9'
LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE ,s-jb,t; y k'` =r. �:, ,: ,.L t '* t'—
EXTENSIONS TO THIS PROJECT )) ,,..�„�-....; ;•.;,u•,F>r. _ - r , , y-:
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF i� SHEET NUMBER
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT,
RESULT OF HIS WORK. I� AERIAL VIEW PV- I
it
it
- CONSTRUCTION NOTE5 DESIGN t DRAFTING BY:
36"FIRE SETBACK/CLEAR ACCESS
1.)ALL EQUIPMENT 5HALL BE INSTALLED IN ACCORDANCE WITH THE JAMIE MINNICK
❑ 3G"FIRE 5ETBA(:K/CLEAR ACCESS MANUFACTURER'S INSTALLATION INSTRUCTIONS. NABCEP CERTIFIED
04
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING, osl I I2-I z9
v 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
SIONS
DATE REV
3G"x 3G"GROUND ACCESS (TYPICAL) O �. [TDE5CRIF-710�N
I0.31-2018
3G"FIRE 5ETBACK/CLEAR ACCESS
CONTRACTOR
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ELEMENT ENERGY, LLC.
7470 SOUND AVE
La
MATTITUCK, NY 1 135
"1 LICENSE#43885-H
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NEW PV SUB—PANELS
A/C DISCONNECT —--
COMBINER
INVERTERS
SHEET NAME
® OND ELECTRODE2 - 30 FIRE 5ETBACK/CLEAR ACCE55 3G"FIRE 5ETBACK/CLEAR ACCE55
'in' PV MODULE RACKING RAIL 5 ITE PLAN� �� �,® .
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OMPOS17EGLES GOOD SHIN .� SHEET NUMBER
POTENTIAL SHADING ISSUES
TRIM/REMOVE AS NECESSARY PV-2
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LEGEND 1
DESIGN i DRAFTING BY:
MAIN NO MCC P METER Q JAMIE MINNICK
NAIN SERVICE PANEL
NEW PV SUB-PANELS ARRAY # f NABSEPC2RTZFIED
U)A/C DISCONNECT
COMBIN
INVERTERER S 17 MODULES _U2
® GND ELECTRODE 1 5°PITCH - FLAT ROOF "-
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MPV MODULE
1 G8°AZIMUTH m DESCRIPTION DATE REV
-RACKING RAIL ORIGINAL 0.3I-2018
0 ATTACHMENT POINT
---RAFTERS 18"FIRE SETBACK @ RIDGE
f--ROOF PITCH ANGLE
P19SUNRUN METER ED
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COMPOSITE SHINGLES _ _
GOOD CONDITION U _ U
❑POTENTIAL SHADING ISSUES
TRIM/REMOVE AS NECESSARY ¢ u ELEMENT ENERGY, LLC.
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MATTITUCK, NY 1 195
LICENSE# 2G89-ME
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CONSTRUCTION NOTES Q ROOF DETAI
1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE a 1 `�
WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, V
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ,2 r' �m �G�l b
MINIMUM NEMA 3R RATING. Q .��, �, ��. DRAWING SCALE
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE CD
FIELD VERIFICATION. N .; ` P I .
5.
CONSTRUCTION SUMMARY
(31)QCELL Q.PEAK BLK DUO-G5 310 WATT PV MODULES
(31) ENPHA5E IQ7-GO-2-U5 MICRO INVERTERS
(G4)ATTACHMENT POINTS @ G4"OC MAX. ,a n It � SHEET NUMBER
(250)•LF IRONRIDGEXRI00 MOUNTING SYSTEM. PV-3
` �_2
ROOF TYPE = ASPHALT SHINGLES,SINGLE LAYER `�'�� 1 i I V J
r,". �'
LOAD CALCULATIONS ARRAY#I ARRAY#2
Module weliaht 41 2 Lb5 41.2 Lbs ITEM DESCRIPTION ARRAY#I ARRAY#2 DESIGN t DRAFTING BY:
#of Modules 17 14 Rafter 2"x 8" D-FIR 1 G"OZ. 2"x 8"D-FIR @ 16"O.C. JAMIE MINNICK
Total Module Wel ht 700.4 576.8 Lbs (D) Deckin 112"PLYWOOD 112"PLYWOOD NABCEP CERTIFIED
Total Lencith of Rail 1 15 Ft 93.7 Ft J;'` (C) Collar Ties 2"x G" D-FIR @ 16"O.C. 2"x 6"D-FIR @ I G"O.C. OE 1 I I2-129
Rod Weic1ht rer Foot 0.68 Lbs 0.68 Lbs
(J) Joist 2"x 8"D-FIR @ I G"O.C. 2"x 6"D-FIR @ 16"O.C.
Total Rail Wei ht 78.2 Lbs 63.7 Lbs S& 'T�s" (K) Knee Wall 2"x 4"D-FIR STUDS 16"O,C. N/A REVISIONS
#of 5ta doffs 34 22 (RB) Rid a Board/Beam 2"x 1 O" D-FIR 2"x 1011 D-FIR w
DESCRIPTION DATE REV
Weiclht per standoff 2 Lb5 2 Lbs r (P) Pitch 1 5c 1 5"
'+ ORIGINAL 10.31-2018
Total Standoff Wei ht 68 Lb5 44 Lbs `' (H) San Width of Rafter(R) 144" 1 30"
Total Arrav Wei ht 546.G Lbs 684.5 Lb5 ,�s�l; Tjv
Point Load 24.9Lbs 3I.I I Lbs
Total Array Area 1309.7 5cl Ptl 255.4 5 Ft '
Array Dead Load I 2.7Lb5/5 Ft 2.7Lbs/S Ft ` `_ P° Ct (R) (RB)
I_eb, �^ '
CONTRACTOR
( ) ELEMENT ENERGY, LLC.
s er C 7 - Method II 16 2 a e -
7470 SOUND AVE
P net = t I Pnet30(e 6-2) t sec 6,5.7) i rnet30 taNe - # (C) MATTITUCK, NY 1195
CLIMACTIC AND Ground Ind 5peed Live load, Point Max fastener LICENSE#43880-H
GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 pet pullout loac Fastener Type spacing along LICENSE# 52G89-ME
CRITERIA Pg mph A5CE7, psi Ib. rails, in.
A # 20 130 # 4G8 5/1 6"x G"Stainless Steel 72"
Roof Section B # TYP. TYP. # TYP. Lag Bolts
# (H)
(K) PROJECT NAME
For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0,447 m/s. (�)
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural LLI LU (\I
requirements of this code.The weathering column shall be filled In with the weathering index,"negligible,""moderate"or"severe"for concrete as U D Lo
determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 W Z G)or C 652. LLJ
b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with > _
the minimum depth of footing below finish grade. ROOF FRAMING DETAIL I I Q
C. The jurisdiction shall fill in this part of the table to Indicate the need for protection depending on whether there has been a history of local ((�
subterranean termite damage. lLl
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map(Figure R301.2(4)AI.Wind exposure
category shall be determined on a site-specific basis In accordance with Section R301.2.1.4, C) � �
e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the C) O V
International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP
as determined by the building official. Q
f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1, SOLAR MODULE D
g, To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and STAINLE55 STEEL 3/6' C)
Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a BOLT AND NUT U I
minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, O Q
as amended or revised with:
I.The accompanying Flood Insurance Rate Map(FIRM), IR�NRIDGE ALUMINUM RA IL
li.Flood Boundary and Floodway Map(FBFM),and
Ili.Related supporting data along with any revisions thereto. ALUMINUM 1V BRACKET
The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section,
h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.6.3.1,where there has been a history of ALUMINUM PLASHING SHEET NAME
local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill In this
part of the table with"NO."
I. The jurisdiction shall fill In this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the STRU CTU RA
100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32"F)." ASPHALT SHINGLE ROOF
J. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air s/I G'x G'STAINLESS
Freezing Index-USA Method(Base 32"F)." STEEL LAG BOLT WITH
2 I/2"MIN THREAD
k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind PENETRATION SEALED
speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table, WITH GEOCEL 4500 DRAWING SCALE
I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill In this (EQUIVALENT OR BETTER)
part of the table with"YES"and AS NOTED
m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall
indicate"NO"in this part of the table,
n. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to
1000 feet,Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet SHEET NUMBER
above 1000 feet.
(") See Figure R301.2(4)B.
n Fv-4
MOUNTING DETAIL I