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Home My WebLink About45613-Z �O�Og11FF�(��oGy Town of Southold 4/17/2021 a P.O.Box 1179 0 o - i 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41969 Date: 4/17/2021 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1275 Nokomis Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-30.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/1/2010 pursuant to which Building Permit No. 45613 dated 12/28/2020 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 to an existing singley dwelling as applied for. The certificate is issued to Mirabella,Michael&Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45613 2/3/2021 PLUMBERS CERTIFICATION DATED Ao ' zz ignature TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y i 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#: 45613 Date: 12/28/2020 Permission is hereby granted to: Mirabella, Michael & Catherine 1225 Walnut Ave Bohemia, NY 11716 To: installation of an electric solar panel system to an existing dwelling as applied for. Replaces BP 35718. At premises located at: 1275 Nokomis Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-3-30.1 Pursuant to application dated 7/1/2010 and approved by the Building Inspector. To expire on 6/29/2022. Fees: PERMIT RENEWAL $200.00 Total: $200.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO_ 35718 Z Date JULY 19, 2010 Permission is hereby granted to: M & C MIRABELLA 1275 NAKOMIS RD SOUTHOLD,NY 11971 for INSTALLATION OF AN ELECTRIC SOLAR PANEL SYSTEM TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 1275 NOKOMIS RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0003 Lot No. 030 . 001 pursuant to application dated JULY 1, 2010 and approved by the Building Inspector to expire on JANUARY 19, 2012 _ Fee $ 200 . 00 Authorized Signature COPY Rev. 5/8/02 Form Na 6 MT�OWN-OF;50�3T1�t3ID, �BUII:DIIV'G=DEPART�NT . X765-1862, Plicaifo oust la filled 6b_ !tp� nter-oti*and suid46tftvihgTeilpartinetiot theEio awing � - A. 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W4ougiowN X 4 atlIlg ut�`d�ng r :,:�eheck rie _ 1✓"ocati©u=�s�d .ta._ 1'25 NdKo/1?i� �C� :.,_ . _ �So` o�� ',,,:�, _ . .. .. _ _ ._ , `Hlise�a. - - street ._ ��•�. �_--_-- _�="�"_.- -. � - - . . - .13` le�'=-,- .---L. - °4'�!��?� �� :�►��'ra�pext�►�_ C�rrNfK�-NE �' INicl�la�lW /�?ik,�SF1.,G� _ � 1 ?li l IQ -cAEaleiiIardt: - �eimit17 3ealth lJt .MA %val: Under, it6rs,Ag', valY`,t,- - R ffM }`.mo �J YS ifi 'eyestfirTrncztiae _ _ M_ FansGcitiffcatd -- ' ecarie)M ApplicantSinat% e ®��oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �o� roger.richert(cD-town.southold.ny.us ®�yCOW,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mirabella Address: 1275 Nokomis Rd City: Southold St- New York Zip. 11971 Building Permit#: 45613 Section- 78 Block. 3 Lot- 30.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling 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: "AS BUILT" "ELECTRICAL SURVEY" "NO VISUAL DEFECTS" Notes, Roof mounted 3 1 kw photovoltaic system to include, 14-224 W PV panels,combiner box, Fronws inverter,30a disconnect Inspector Signature: Date: February 3 2021 81-Cert Electrical Compliance Form As rZif so f * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 I_NSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING ' [ ] FRAMING /STRAPPING [ FINA Ls0/4✓foM-sGS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: mc- , 7 ONUv k� DATE .INSPECTO �l t Dunn Engineering Associates, P.C. Consulttng Engineers 66 Main Street Westhampton Beach,N.Y.11978 631-288-2480 631-288-25"Fax June 29,2010 D E C E E JUL ® 6 2010 Mr.Paul Serluco Renewable Energy Solutions Systems BLDG.DEPT. 10 Harbor Park Drive TOWN OF SOUTHOLD Port Washington,N.Y. 11050 Via E-mail: pserluco@renewablesolutions.com Re: Certification for Solar Panel Installation at 1275 Nokimis Road Southold,N.Y. Dear Mr. Serluco: At your request and per our agreement,Dunn Engineering Associates has performed professional engineering services in regard to structural certification for the installation of solar panels at the above referenced location. I The scope of our work consisted of the following: 1. Review architectural drawings for the house at 1275 Nokimis Road. 2. Perform structural analysis to ensure that the solar panels as described in your recently e- mailed literature will stay attached to the roof for the 120 miles per hour design speed. 3. Provide you with a letter certifying our structural analysis. The architectural plans provided were the basis of the structural information regarding the make- up of the roof structure. No site visit was made prior to performing the analysis. As well no additional structural analysis was made for the roof or house structure for the 120 mile per hour wind speed. Our analysis is only limited to the attachment of the solar panels to the actual existing roof structure. This letter is to certify that if the solar panels are attached to the roof structure as described in the attachment,they will meet the required 120 mile per hour(3 second gust) code requirement.. If there are any questions regarding the above, please do not hesitate to contact me directly at 631-288-2480 ext. 1134. Mr. Paul Serluco June 29, 2010 Page 2 _ �pAV�Q Sincere �+ < E p 1 do �N�g William D. Lifford,P.E. Vice President, Structural Enginee WDL:cws PV-Array-Southold-Mirabella.doc/P30052.00 Attachment Dunn Engineering Associates,P.C. 66 Main Street Westhampton Beach,NY DEA Project No.30052 00 Solar Panel Arra v Installation for Renewable Energy Solution Systems At Mirabella Residence 1275 Nokomis Road Southold,NY Design Criteria- Residential Code of NYS RC-NYS Building Code of NYS BC-NYS Minimum Design Loads for Buildings and Other Structures ASCE-7 National Design Specification for Wood Construction AF&PA NDS-2001 Given: 2x6 roof rafters Sr= 16"oc Per provided architectural drawings Specific Gravity G= 0.43 (Hem-Fir assumed) Assumed(conservaticve) Mean Roof Height Mrh= 17 15 ft USE Mrh= 20 ft(for Cw determination) Roof Slope Assumed= 6 5 on 12 Roof Angle = 28 44 deg Basic Wind Speed V3s= 120 mph RC-NYS Exposure Category Exposure C ASCE-7 Importance factor Iw= 1.00 ASCE-7 Height and Exposure Adjustment Coeff Cw= 1.29 ASCE-7 Figure 6-3 PV Panel-Sharp ND-224UC1 Per provided PV panel spec Length b= 64.6 in 5 38 ft Width a= 39.1 in 3 26 ft Weight of one panel PV= "A # Mounting Spacing Sm=2Sr= 32 in 2.67 ft Width Panel Array B/32 8(32) B-8(32) 30/2 Width B= 286 in 23.83 ft 89375 256 30 15 Length(projected) D= 131 in 10.92 ft Rail end overhang(maximum) Ro=0 5Sm= 16 in 1.33 ft Per provided rail manufacturer's spec Design Wind Force-F ASCE-7 6 5.15 Velocity pressure qz=0.00256KzKztKdV"21w= ASCE-7 Eq 6-15 Kz= 0.9 ASCE-7 Table 6-3 Kzt= 1.0 ASCE-7 6 5 7 2 Kd= NA V3s= 120 mph ASCE-7 Fig 6-1C Iw= 1.00 ASCE-7 Table 6-1 qz= 3318#/ft"2 Gust effect factor Ge= 0.85 ASCE-7 6 5 8 Force Coeff Cf= 1.310 for h/D= 1.6 ASCE-7 Fig 6-21 Adj Factor ASCE-7 6 5.15.1 0 1 Bh= 40 86 ft"2 1 90 for Af<0 1 Bh PV Array-projected Area Af=B(D)= 260.2 ft^2 1.54 for 0 1 Bh<Af<Bh Bh= 408.64 ftA2 1 00 for Af=Bh Design wind force F=gzGeCfAf(1 54)= 14765# ASCE-7 Eq 6-28 Uniform wind load on PV array Uw=F/Af= 5675#/ft^2 Rafter(typ) Edge Rad /P4 Middle Rad P2 d 546 P1 P3 10.92 ft 546 P2 P4' 125 N=-�I 67 I 125 � 23 83 ft Attachment Design: Try 5/16"lagbolts Forces acting on roof mounts Pn=Uw x Mount Tnb Area P1= 800 2# P2= 400 1 # P3= 826 0# Worst case at array middle rail P4= 413 0# Worst case at array edge rad Withdrawal force acting on one 5/16"dia lag bolt at array middle rail w(mr)=P3/2= 413# Withdrawal force acting on one 5/16"dia lag bolt at array edge rad w(er)=134/2= 207# Allowable withdrawal force,W,on one lag bolt Load Duration Factor Cd= 1.6 (Wind/Earthquake Load) AF&PA NDS-2001 Table 2 3.2 Wet Service Factor Cm= 1.0 AF&PA NDS-2001 Table 10 3 3 Temperature Factor(for elevated roof temp; Ct= 0.8 (Dry,100degF<T<125degF) AF&PA NDS-2001 Table 10 3 4 Tabulated withdrawal design value W= 212#per inch thread pentetration AF&PA NDS-2001 Table 11 2A W=WCdCmCt= 271 36#per inch thread pentetrabon AF&PA NDS-2001 Table 10 3 1 Minimum required length of penetration LP min=w(mr)/W= 1 52 inch penetration I USE LP min= 1.75 inch penetration Required number of lag bolts n=P3/(W x 1 75"LP min)= 1 74 bolts per roof mount USE n= 2 lagbolts per roof mount USE 5/16"dia x 3"long Lag Bolts min threaded length-length tapered tip=113/15" AF&PA NDS-2001 Appendix L Two(2)lag bolts per middle rail mount,at 32"oc(along rail) Two(2)lag bolts per edge rail mount,at 32"oc(along rail) — • — • — — • — • — - - - — — • — — • — — �- NEW SHARP200W SOLAR PANELS EXISTING ASPNALT ROOF SNINGLES .n EXI57ING BUILDING FELT EXISTING 1/2"MOOD SNEATRING EXISTING 2"W'ROOF RAFTERS @ 19O.C. EXIS7ING RIDGE BEAM EXISTING BATT INSULATION(7=19) �MY11NG CEILING 1301575 EXISTING 1/2"GYPSUM WALL BOARD 111111,11111 r EX151ING FASCIA80ARD EXISTING VENTED SOFFIT EXISTING EX157I0 DOUBLE TOP PLA1E FAMILY ROOM EX157ING CEDAR SIDING M110 FINISH FLOOR EXISTING BUILDING FELT EXISTING 1/2"PLYWOOD SHEATNING EXISTING 1/2"PWWOOD SUBFLOOR "'ate " „ M17110 2"Y,10"FLOOR JOISTS @ 16"O.C. — EXISTING 2X4 WOOD TION @ 1G O.C. M11NG BATT INSUAATION(7=19) EXISTING BATT INSULATION(R=13) C EXISTING, EXI6TIN4• FOYER EXIy11NG P.T.SIL PLATE — ' — — — — — EXISTING 81,POU ED CONCRETE FOUNDATION Wk EXISTING 4"POU ED CONCRETE SLAB EXISTING POURED CONCRETE FOOTING 3'-0"BELOW GRADE cpo55 -/D[-cTioN SCALE g/g•=I--0• lMLD 1NSPECTXON REPORT DATE COMMENTS old FOUNDATION(IST) ,r17 ��M��M�'��A�w��N�a�� • LA FOUNDATION(2ND) . z 0 ROUGH FRANDNG& cr 4 PLT.WING 1 V' H INSULATION PER N.Y. STATE ENERGY CODE 1-/ 3 - FINAL /6 3 6K 3 Vj-),Z ql ov-V'r-m--- LAAZ -UM ADDITIONAL COMMENTS ZQA pec �o 4A e I TOWN OF SOUTHOLD i 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 Pians TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 -7 L Survey www.northfork.net/Southold/, PERMIT NO. �S / Check I Septic Form NYSDEC �r Trustees Examined �U 20 Contact: Approved 20 Mad to•N(-)\-\kR RUQ V:fg RIC ARt V E SOU-nj Disapproved a/c I �>ouy NX Ito-S-0 � Expiration Phone S1�• foZl• ll(o G, 1 �n U Building Inspector Q Ju� _ 1 2Q10 I ATION FOR BUILDING PERMIT Date M Ja i/ 10, ,20—L O BLDG. INSTRUCTIONS � LITHOID a This a F g e co pletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 se ,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,app'ication 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 Occupancy. f.Every building permit shall ex ire 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 interir� the Building Inspector may authorize,in writing,the extension of the permit for an addition six months'Thereafter,a new permitshallbe required -APPLICATION IS HEREBY*DE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town o Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of builc Ings,additions,or alterations or for removal or demolition as herein described The p I•can Tees to comply with all appli able laws,ordinances,building code,housing code,and regulations,and to admit b� CLU tlt� a�flispec non premises and in building for necessary inspections, ' � U� IS UNLAWFUL �14vel (Signature of applicant or name,if a corporation) w i T�OUT CERTIFICATE, i"a967 P)OKiMIS P10A0, SouTvHOLD ttJy 11971 COCCI (Mailing address of applicant) State w et er appli D� CY Scant is owner,lessee,agenr/.t��,architect,engineer,general contractor,electrics� ROVEMS NOTED q yy �1 DATE Name of owner ofpremises �`111�AQtL � 1L (As on the tax roll or latest deed) If applicant is a corporation,signature'of,4,4 Gi®bi•&TT-bfeicet ON SHALL NOTIFY BUILDING DEPARTMENT AT CCT"T ` F�1=�1TS®F THE 1,755-1802 8 AM TO 4 PM FOR THE (Name and title of corporate ofG�eCDES®F NEW YORK STATE. FOLLOWING INSPECTIONS: lr 1. FOUNDATION-T1MO REQUIRED Builders License No. FOR POURED CONCRETE Plumbers License No. I _ 2. ROUGH-FRAMING,PLUMBING, Electricians License No. I STRAPPING,ELECTRICAL&CAULKING Other Trade's License No. I NNOFRWRITERS CERTIFICATES. INSULATION 1. Location of land on which proposed work will be done: REQUIRED 4. FINAL-CONSTRUCTION&ELECTRICAL ---La 95- ' No KV/0 I,� -0 0 6 D S QU I HH04 D MUST BE COMPLETE FOR C.O. House Number Street Hamlet ALL CONSTRUCTION SHALL MEET THE r� ? REQUI NIS OF THE CODES OF NEW County Tax Map No. 1000 Section T 8 Block 03 tyORKNOT RESPONSIBLE FOR Subdivision Filed Map No. -n E N OR 6ANSTRUGTIAN ERRORS. (Name) RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER-236. OF-THE-TOWN-GODr, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupa{tcy _ (�F S t p(✓NL b. Intended use and occuptcy RES ktic 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal—Demolition Other Work SOLAR 9,8 a'GLS 0M COQF (Description) 4. Estimated Cost r 0 Fee (To be paid on filing this application) 5 If dwelling,number of dwellinglunits N Number of dwelling units on each floor If garage, number of cars l 6. If business,commercial or mixeloccupancy,specify nature and extent of each type of use. !/� 7.. Dimensions of existing structure ,if any:Front ! Rear �� -b Depth y/ Height Z 1' 9 Number of Stories 2. Dimensions of same structure with alterations or additions:Front Rear S m� Depth SAI'ME lHeight SJ4,irilr Number of Stories Y�1C 8. Dimensions of enpe new construction:Front 41A ear N A Depth N14 Height I Number of Stories N/ 9. Size of lot:Front .0 Rear (P21 50' Depth 2-20. y I (�D� SomioLr--) �N Ly60\1 AN4 LIN>JM L g0V Has g,gND ame oFormer 10.Date of Purchase f FOwner U �J��4iR - yo 11.Zone or use district in which pises are situated 12.Does proposed construction viol o any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_1V0 \/ Will excess till be removed from premises?YES_NO_ l4.Names of Owner of premises M+R ANfLLA Address i49,'� Phone No.-631 -?-SO--SO- 3/13 Name of Architect Address Phone No Name of Contractor Address Phone No. / 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO �l * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet Qf a tidal wetland?* YES NO_,/ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with ace rate foundation plan and distances to property lines. 17.1 f elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contrac�)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly auth rized to perform or have performed the said work and to make and file this application, that all statements contained in this apple ation are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in thea plication filed therewith Sworn to before me this --7=day of (LO k b — Notary Public Signature of Applicant BEATRICE M.GRANNISS NOTARY PUBLIC STATE OF NEW YORK SUFFMCOUNTY ILIG. 625475 ' I COMMISSION-EXPIRES DEC.9th :U OF SO{/ryo � <o Town Hall Annex Telephone(631)765-1802 54375 Main Road �ax QQ P.O.Box 1179 G Q roger.rlCllertiOWn SOU�OI6nV us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: t ITrQA f f�J, Date: Company Name: LFC,-( t Name: ) License No.: (� C Address: N lo Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: �V M f lrr m(?_A3"LL *Address: ,j PoAD &nucL..,j2y Jig )/ *Cross Street: *Phone No.: Permit No.: S I Tax Map District: 1000 Section:��_ Block: p �3 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • ( 1�'i.� �'� A a- IL-(- (J j I.l G I L/ wee P gy 09,06L-1 (Z-2 (Please Circle All That Apply) *Is.job ready for inspection: EESNO Rough In Final *Do you need a Temp Certificate: YES (q Temp Information (If needed} *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION t1IC- -'1�O q 82-Request for Inspection Form . Southold Town Budding Department 0sUff04cQG�� P.O.Box 1179 Permit#: 35718 54375 Main Road � Southold New York 11971 Permit Date: 7/19/2010 �,�40, (631) 765-1802 Expiration Date: 1/19/2012 Parcel ID: 78.-3-30.1 BUILDING PERMIT RENEWAL LETTER Dated: 7/17/2013 Applicant: MICHAEL& CATHERINE MIRABELLA Location: 1275 NOKOMIS RD SOUTHOLD Work Description: SOLAR PANEL INSTALLATION OF AN ELECTRIC SOLAR PANEL SYSTEM TO AN EXISTING DWELLING AS APPLIED FOR qt �61 A FEE OF $200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: MICHAEL& CATHERINE MIRABELLA Address: 164 WILLOW WOOD DRIVE OAKDALE,NY 11769-1629 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ' UPP.co.mxALTH mrr."moVAi. ti.S h,0. 0lytit�R1 ¢ LI NDA Lubov . • 1275- NznKOM15 P-DA0 SO U'FHO1_D/ NY llY7l 41MAII 19.525 34 FT_ ago: - � • T. K\VASNtK (vaunt•) �:5 w Q vAg FI�OHOSF U to N 12 w.c.s 1�1 N.84•ZI•E. _ I" Q Y ,�. IFI.- M fau �Y Lf? In R o o I+L N Q< iv tY in moi. _. •[ �D 4 �n�,,, �4^ � Cyt of w s.BA•21•W. — no.o '�. _ A]lulrL�d slrv��°.°✓ 'din .�. L�°YNLn C s.Sa-21•��r. �- I la.o �, . �j , 19.5 iMILL,Woop HOMES I-To, in 0 LNJA,ITHOS,LED AttEEAT,QN o;AD0I119K y, to THIS SLCVEY IS A VIOLATION-OE' - • SEC71O!!7;D?of 1H{71:11 You STAR' - MUCAIUON LAW. s , COEI.S CE 1.LS NAC'HOT HANK ;+-495-"--r{ _ LL•s_•:-e::A. •,z.c...7pbyp;, If Ta LI A Yf .'L• 'f. �r _ '• . OLISrug W�v 1.. ..n.'...yrcy Seo-f'. 7$ Ofle?tR. lo•,,, A.. _s: .aJ. (3t.ck — 3. 1•, Lo't' -' �jo• f 1:A_.•�r.-L•�.... ., `iTA� aP OF-'P�aPE�7.), t-D�n f�.a 4s+. Nls!►L •TJOU'f 6loid JgY1L•Lg>S $a+�fG - . AT as surve,ywd t.low.;a4,19l8 . 54YVIEW '••RODKIUCK VAN TUYS- P. C. _ -rowN OF 6oixr-roL 0.N.Y. UC-LAND SURVRYOKS-43 RT.N-Y. T[!T HOL>E murrF.Co.DLTr.OP 4RALTH*KRVIC;M STATiMRNT CW 1M[LNT-77 I cr humus S. FOR APPROVAL OP COKIP"U(MON ONLY 3cvtd4 loon. TWIK WATS& SUPPLY Aiita "WA".. ligkt gmvcl b• OATS; DI8PCWAL RY'+T" rm•T" asst Dt)w" VOLA, 0cmA m. TQ THi .� ckiar H.s RZr.H0.1 STANIDA*M Or SUrP%K CPDam'. sand QF 44XA4TH. umvIcam, APPROvsa i cs, APPUIC4 Tr N LOT AREA = 19,525 SQ. FT. 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MIRABELLA ALTiA11TLON+ollQallal , TFMI, Y.1lS,I�MiOU►IIGN of T20G OF NEN Yaw STATE EOI" U s. .,r�� „�� GLYAWMM NOIGITEO NMW SNNl RUN ONLY 70 THE PERSON FOR WHOM 7HE SITUATED AT SOUTHOLD SLS M 4 PRE%V= ANO ON HIS mw To THE wnE GGMPNK. G0jooa*mx AGEWr ANO UDOM M&TW" LWM HOUK ANO TO 7HE ASOOHM OF 7HE UDWO INSMMON. GUARWFUS ARE NOr TIMSFERNU M AOOMON&067rtU1MS TOWN OF SOUTHOLD. SUFFOLK COUNTY,N.Y. OR SUB EW.04T DWVMM COPIES OF-THS SW&'r MAP Nor eEMW THE U00 SURVEIDWS H= WA.OR SCALE 1" = 30' DATE 1-12-2006 EM3000 WAL.a4ml NOT W CMM OOD TO BE A WUO ME OOPY. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-78-3-30.1 DISK 2006 MICHAEL do CATHERINE M. MIRABELLA ADVANTAGE TITLE AGENCY, INC. TITLE NO. 05-AS-34953 HAROLD F. TRANCHON JR. P.C. FIDELITY NATIONAL TITLE INSURANCE COMPANY LAND SURVEYOR COUNTRYWIDE HOME LOANS. INC. P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, I' 4- �_ NEW YORK, 1T792 N.Y. LIC. No. 048992 631-929-4695 ROLD F. TRANCHON JR. PENN. LIC. No. 2115—E i ° THE STANDARD IN PV MOUNTING STRUCTURES TM Planning and Assembly for Threaded Slot Rail Installation Manual 808.1 01 Al "--t , Contents Scope and installer responsibility . . . . . . . . . . . . . . . . 2 Using Standoffs with L-foot adjusting sliders . . . . . . . . 11 SunFrame components . . . . . . . . . . . . . . . . . . . . . . 3 Footing and splicing requirements. . . . . . . . . . . . . . . 11 Installer supplied materials. . . . . . . . . . . . . . . . . . . . 3 Material planning for rails and cap strips . . . . . . . . . . 13 Planning your SunFrame installation. . . . . . . . . . . . . . 4 Frequently asked questions Installing the arra 9 about standoffs and roof variations . . . . . . . . . . . . . . 16 ©2006 by UniRac,Inc All rights reserved F— June 2006 Un1Rac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. YNAIWW Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail Scope and installer responsibility Please review this manual thoroughly before installing SunFrame Systems using threaded slot rails. The installer is solely'responsible for i' • Complying with all applicable local or national building codes,.including any that may super- cede this manual; Ensuring that UniRac and other,products are ' appropriate for the particular installations and are designed for the installation environment;' • Ensuring that the roof,its gaffers,connections, and other structural support members can sup= Figure 1.sunFrame threaded slot rail, cross section,actual size. port the array under live load conditions; • Ensuring that lag screws have adequate pull- out strength-and shear capacities; • Maintaining the waterproof integrity of the ; roof,including selection of appropriate fish- ing; and -Ensuring safe installation of all electrical as- pects of the,PV array - Page 2 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail YNORA6® �® s ® 1 Figure 2.SunFrame components. :. ® . p #:. ° ® .0 O o SunFrame® components 1. Rail—Supports PV modules.Use one per row of modules 11. L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ules between rails.Includes 3/8"x 11/4" bolt with flange 2. Cap strip—Secures PV modules to rails and neatly nut for attaching L-foot or standoff shaft,and two s/>6" frames top of array.Lengths equals rail lengths.Cap strips x 21/z'lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105 T5 aluminum extrusion,anodized(clear or dark bronze)to match PV 12. Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for 3. Cap strip screw('/4-20,Type F thread cutting)—Use to example).Sized to minimize roof to rail spacing.Use one per L-foot. Two-piece(pictured):6105 T5 aluminum secure each cap strip(and PV modules)to rail,one per extrusion.Includes 3/s"x 3/a'bolt with lock washer for predrilled hole.Use an additional end screw wherever a attaching L-foot,and two 5/>6"x 31/z"lag bolts.One-piece: predrilled hole does not fall within 4 inches of the end of Service Condition 4(very severe)zinc-plated welded any cap strip segment.18-8 stainless steel,clear or dark steel.Includes 3/6"x 1 W'bolt with lock washer for attach- ing L-foot.Flashings: Use one per standoff.UniRac offers 4. Rail splice—Joins rail sections into single length of rail. appropriate flashings for both standoff types. It can form either a rigid or thermal expansion joint.8 Stainless steel hardware can seize up,a process called inches long,predrilled.6105-T5 aluminum extrusion,an- galling.To significantly reduce its likelihood,(1)apply odized(clear or dark bronze)to match PV module frame. lubricant to bolts,preferably an anti-seize lubricant • 5. Self-drilling screw(No.10 x 3/4")—Use 4 per rigid splice available at auto parts stores,(2)shade hardware prior to or 2 per expansion joint.Galvanized steel. installation,and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention, 6. End caps—Use one to neatly close each rail end.UV at www.unirac.com. resistant black plastic. 7. Truss-head sheet metal screw(No.8 x 5/e")—Use 2 per Installer supplied materials end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Lag screw for L-foot—Attaches L-foot or standoff to rafter.Determine length and diameter based on pull-out 8. L-foot—Use to secure rails either through roofing mate- values in Table 3(page 8).If lag screw head is exposed to rial to rafters,to L-foot adjusting sliders,or to standoffs. elements,use stainless steel.Under flashings,zinc plated Use no less than one L-foot per 4 feet of rail.6105-T5 hardware is adequate.Note:Lag screws are provided with aluminum extrusion,anodized(clear or dark bronze)to L foot adjusting sliders and standoffs. match PV module frame. Waterproof roofing sealant—Use a sealant appropriate 9. L-foot bolt(3/e"x 11/4')—Use one per L-foot to secure to your roofing material. rail to L-foot.304 stainless steel. Clamps for standing seam metal roof—See"Frequently 10. Flange nut(3/s")—Use one per L-foot bolt.304 stainless Asked Questions..."(p.16). steel.Required torque:30 to 35 foot-pounds. P.F 3 a � UNMAV Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail Planning your SunFrame® installations When installing SunFrame threaded rail installations,note the unobstructed facing large bodies of water over 1 mile following: (1.61 km)in width relative to any quadrant of the build- • This bulletin addresses only wind loads.Wind gener- Ing site.Exposure D extends inland from the shoreline 1/4 ally produces the maximum load factor affecting an mile(0.40 km)or 10 times the building height,which- installation.However,verify that other local condi- ever is greater. tions,such as snow loads and earthquake effects,do The International Building Codei-defines wind exposure cat- not exceed the wind loads.If any loading type does egories as follows: exceed wind loads,give precedence to that factor and EXPOSURE B. Urban and suburban areas,wooded areas consult a local professional engineer or your local or other terrain with numerous closely spaced obstruc- building authority. tions having the size of single-family dwellings or larger. • The roof on which the SunFrame will be installed Exposure B shall be assumed unless the site meets the must be capable of withstanding the design dead load definition of another type of exposure. and design live load per footing,listed in Table 2 on EXPOSURE C. Open terrain with scattered obstructions, pages 7-8. including surface undulations or other irregularities, 1. Determine basic wind speed at your installation site. having heights generally less than 30 feet(9144 mm) For the United States,The Uniform Building Code(1997)sup- extending more than 1,500 feet(457.2 m)from the plies wind speeds in its chart,"Minimum Basic Wind Speeds building site in any quadrant.This exposure shall also in Miles per Hour,"reproduced on page 5 on this manual.The apply to any building located within Exposure B—type International Building Code(2003)includes a sitmlar chart, terrain where the building is directly adjacent to open also reproduced on page 5. areas of Exposure C—type terrain in any quadrant for a distance of more than 600 feet(182.9 m).This category If you need clarifications or further assistance or if your instal- includes flat open country,grasslands and shorelines in lation is outside the United States,consult a local professional hurricane-prone regions. engineer or your local building authority. EXPOSURE D.Flat,unobstructed areas exposed to wind 2. Determine exposure category of your installation site. flowing over open water(excluding shorelines in hurri- The Uniform Building Code* defines wind exposure categories cane-prone regions)for a distance of at least 1 mile(1.61 as follows: km).Shoreline in Exposure D include inland waterways, the Great Lakes and costal areas of California,Oregon, ExrosuRE B has terrain with buildings,forests or Washington and Alaska.This exposure shall apply only surface irregularities,covering at least 20 percent of the to those buildings and other structures exposed to the ground level area extending 1 mile(1.61 km)or more wind conung from over the water.Exposure D extends from the site. inland from the shoreline a distance of 1,500 feet(460 EXPOSURE c has terrain that is flat and generally open m)or 10 times the height of the building or structure, extending 1/2 mile(0.81 km)or more from the site in any whichever is greater. quadrant. EXPOSURE D represents the most severe exposure in Uniform Building Code 1997,Vol.2,Structural Engineering Design provisions,chap.16,div.III,Wind Design,p.7.The 2001 areas with basic wind speeds of 80 miles per hour(mph) California Building Code uses the same definitions. (129 km/h)or greater and has terrain that is flat and International Building Code 2003,chap.16,"Structural De- sign,"p.290 rage 4 • Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail YNIRAW 100 900- 0 0 80 70 so 80 100 D 90 I 70 1 r— —90y / 7 1 1 I 90 870 1 80 7 \ I I 00 110 e rs I I I �1 110 70 170 I ' 80 so 70 — 10 110 110 70 80 100 NOTES 90 10 80 BASIC WIND SPEED 70 mph ■ SPECIAL WIND REGION q AIBUdaR 131 ROSssv 0 1 LINEAR INTERPOLATION BETWEEN WIND SPEED CONTOURS IS ACCEPTABLE v 10 10 2 CAUTION IN USE OF WIND SPEED CONTOURS IN MOUNTAINOUS REGIONS OF ALASKA IS ADVISED 3 WIND SPEED FOR HAWAII IS 80,PUERTO RICO IS 95 AND THE VIRGIN ISLANDS IS 110 d WI NO SPEED MAY BE ASSUMED TO BE CONSTANT BETWEEN THE COASTLINE AND THE NEAREST INLAND CONTOUR Figure 3.Minimum Basic Wind Speeds.Reproduced from Uniform Building Code 1997,Vol.2, Structural Engineering Design Provisions,chap.16,Div.Ill,Wind Design,Fig.16.1,`Minimum Basic Wind Speeds in Miles per Hour,"p.36.The 2001 California Building code refers to the same map. •1 �`"'� �� 1 /< ,� � � �` 01, � 90(40) I00(4S) 1}, ,,(38 m/b) r ti lt^ 110(49) 120(54) -40 mph 1 s (40 MIS) I, 90 mp ` (40 m/s)' t7 in • '£ I I � 730(58) 't S 140(63) I t Miles per hour (meters per second) 13fl(58) , 140(63) 140(83) 140(63) Figure 4.Basic Wind Speeds.Adapted from 15fl(87) International Building Code 2003,chap.16, 150(67) "Structural Design,"p.284-85,fig.1609,and ;; 1a Special Wind Region also applicable to ASCE 7-05.Values are nomi- 90(40)100(45) 130(58) nal design 3-second gust wind speeds at 33 feet 110(49)120(54) above ground for Exposure Category C. P.g. 5 UN®RAW Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 3.Determine the design wind pressure required for your Table 1.Design wind pressure (psfl by wind speed installation. and exposure category Design wind pressure is the amount of wind pressure that a structure is designed to withstand,expressed here in pounds Basic wind speed(mph) per square foot(psf).To determine the design wind pressure 70 80 90 100 110 120 130 required for your installation,apply the following factors using Table 1: Category B 15'roof height 10 13 17 21 25 30 35 • your basic wind speed(determined in step 1), 20'roof height 11 14 18 22 27 32 38 • your exposure category(determined in step 2),and 25'roof height 12 15 19 24 29 35 41 30'roof height 12 16 21 25 31 36 43 • the height of your roof above the ground. Category C If your values fall outside the range of the table,or if your 15'roof height 17 23 29 35 43 51 60 design wind pressure exceeds 50 psf,consult UniRac,a profes- 20'roof height 19 24 31 38 46 54 64 sional engineer,or your local building authority. 25'roof height 19 25 32 40 48 57 67 30'roof height 20 26 33 41 50 59 69 Category D Module manufacturers provide wind pressure rating for 15'roof height 23 30 38 46 56 67 78 Atheir modules.Confirm that they meet or exceed the 20'roof height 24 31 39 48 58 70 82 wind speed rating for your installation.If in doubt, 25'roof height 25 32 41 50 60 72 84 contact the module manufacturer. 30'roof height 25 33 42 51 62 74 87 Source-These design wind pressure(P)values are based on the formula P=Ce*Cq*qs*Iw(UBC 1997,Vot 2,Structural Engineering Design Provi- sions,Chapter 16,Div III,Wind Design,p.7) Assumptions-Iw= I and Cq= 1.3. \ SunFrame 4.Determine minimum design dead and live loads for foot spacing standard rafter spacing. / Footing spacing refers to the space between L-feet(or stand- offs,if used)along the same SunFrame rail(Fig.5).Footing Overhang spacing may not exceed 48 inches.For the rafter spacing at your installation,consult Table 2 to determine your minimum Ir design live loads and design dead loads per footing.Locate the manufacturer and model of the PV module that you plan to install and the rafter spacing at your installation site. Read or interpolate live loads for the design wind pressure you determined in Step 3.For assistance on this point,consult a local professional engineer. J� Verify that roof framing members have adequate ®�\ capacity to support these design loads.If they do not, Figure 5.Foot spacing and overhang defined. try a closer footing spacing.If the result is still not accept- able,relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. 5.Verify acceptable rail end overhang. Rail overhang(Fig.5)must not exceed 50 percent of footing spacing.For example,if footing spacing is 48 inches,the rail overhang cannot be more than 24 inches.In this case,two footings can support a rail as long as 96 inches(48 inches between the footings and 24 inches of overhang at each end). Page 6 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail VNNRAy Table 2.SunFrame Loads (pounds per footing) at Standard Rafter Spacings Your design point loads(capacity per footing)must be at or than 50 pounds per square foot,contact UniRac.In general,the above the loads listed here.The installer is solely responsible for minimum design live load equals the footing spacing(in feet)times verifying that the roof can withstand these design point loads. the rail spacing(in feet)times the design wind presure from For specifications based on design wind pressure values greater Table I. Minimum design live load Minimum design live load Minimum as aunction o Minimum f 1` as a function of design design wind pressure design design wind pressure dead dead load 20 psf 30 psf 40 psf 50 psf load 20 psf 30 psf 40 psf 50 psf BP Solar BP3125 Mitsubishi MFI I OEC3,MFI20EC3 Rafter/footing spacing 24" 29 276 375 474 573 Rafter/footing spacing 24" 30 265 359 452 546 32" 39 392 524 656 788 32" 40 378 502 627 752 48"' 59 661 NA NA NA 48" 60 639 NA NA NA BP Solar BP3150,-3160; -4175;BPSX 160,470 Mitsubishi MF 125A2LF,MF 130EA2LF Rafter/footing spacing 24" 31 289 394 498 603 Rafter/footing spacing: 24" 28 239 321 403 484 32"' 41 410 549 689 NA 32" 37 343 452 561 670 48" 61 687 NA NA NA 48"" 55 586 750 NA NA Evergreen EC 102,EC 110,EC 115 Mitsubishi MF 160133,4 65133,4 70EI33 Rafter/footing spacing 24" 30 288 392 496 600 Rafter/footing spacing 24" 31 288 391 495 599 32" 41 408 546 685 NA 32" 42 408 546 684 NA 48" 61 684 NA NA NA 48" 63 684 NA NA NA GE Energy GEPV I OOM,-I I OM Photowatt PW 1650 Rafter/footing spacing- 24"' 30 272 369 466 563 Rafter/footing spacing.24" 29 239 320 401 482 32" 40 387 516 645 774 32" 39 343 451 559 667 48" 59 653 NA NA NA 48"" 58 586 749 NA NA GE Energy GEPV173M Sanyo HIP-I80BA3,-185BA3,-190BA3,-196BA3,-200BA3 Rafter/footing spacing. 24" 30 272 369 466 563 Rafter/footing spacing.24" 27 248 335 421 508 32"' 40 387 516 645 775 32T' 36 355 470 586 701 48"" 60 653 NA NA NA 48" 55 605 778 NA NA Isofoton 1-100 Schott Solar ASE285,ASE300,ASE3IS Rafter/footing spacing. 24" 30 250 336 422 508 Rafter/footing spacing-24"' 58 356 480 604 728 32"' 40 357 472 586 701 32" 77 499 664 NA NA 48" 60 608 780 NA NA 48" NOT APPLICABLE Isofoton I-I SOS Sharp ND-072ERU/LU(72W nonrectagular Rafter/footing spacing 24" 30 250 336 422 508 end module),and ND-N2ECU(142W) 32" 40 357 472 586 701 Rafter/footing spacing.24" 24 224 300 377 453 48" 60 608 780 NA NA 32" 32 322 424 526 628 Kyocera KC130GT 48" 47 556 709 NA NA Rafter/footing spacing: 24" 31 266 360 453 547 Sharp ND-UEJEA(I23W),ND-LSEIU(I25W) 32" 41 379 504 629 753 Rafter/footing spacing 24" 34 279 378 476 575 48" 62 641 NA NA NA 32" 45 397 528 659 790 Kyocera KC170GT 48" 68 667 NA NA NA Rafter/footing spacing. 24" 28 245 330 415 499 Sharp ND-162U 1,ND-167U3A 32"" 38 351 464 577 690 Rafter/footing spacing 24" 29 250 336 423 509 48" 56 599 768 NA NA 32" 38 357 472 588 703 Kyocera KC20OGT 48" 57 608 781 NA NA Rafter/footing spacing. 24" 31 266 360 453 547 Sharp NE-170U1 32"" 41 379 504 628 753 Rafter/footing spacing 24"' 33 289 392 495 599 48" 62 641 NA NA NA 32" 44 409 547 685 NA 48" 66 686 NA NA NA Sharp ND-2000 1,ND-20BU 1 Rafter/footing spacing. 24" 33 298 406 513 621 32" 45 421 565 709 NA 48" 67 704 NA NA NA Shell 165P,-PC,175P,-PC Rafter/footing spacing.24"' 35 297 404 510 617 32" 47 420 562 704 NA 48" 70 703 NA NA NA Continued on page 8 NA=not applicable.Never allow total load(live load plus dead load)to exceed 800 pounds per Footing. Page 7 YNMRAW Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail Table 2 (continued from p.7).SunFrame Loads (pounds per footing) at Standard Rafter Spacings Your design point loads(capacity per footing)must be at or than 50 pounds per square foot,contact UniRac.In general,the above the loads listed here.The installer is solely responsible for minimum design live load equals the footing spacing(in feet)times verifying that the roof can withstand these design point loads. the rail spacing(in feet)times the design wind presure from For specifications based on design wind pressure values greater Table I. Minimum designunction o live load Minimum Minimum design live load Minimum as a design f f as a{unction of g design wind pressure design design wind pressure dead dead load 20 psf 30 psf 40 psf 50 psf load 20 psf 30 psf 40 psf 50 psf SunPower SPR200,SPR210 UniSolar ES62T Rafter/footing spacing:24" 32 286 388 490 593 Rafter/footing spacing 24" 15 228 310 393 475 32" 43 405 542 678 NA 32" 20 328 438 548 658 48" 64 680 NA NA NA 48" 30 564 729 NA NA SunWize SW 115,SW 120 UniSolar US64 Rafter/footing spacing.24" 30 269 363 458 553 Rafter/footing spacing.24" 23 250 340 429 519 32" 40 382 509 635 762 32" 30 358 477 597 716 48" 61 646 NA NA NA 48" 45 609 788 NA NA SunWize SWI 55L,SW 165 L Yingli YL80,YL85 Rafter/footing spacing:24" 30 301 412 523 634 Rafter/footing spacing.24" 26 227 304 381 458 32" 40 425 573 721 NA 32" 35 327 430 532 635 48" 60 710 NA NA NA 48" 52 563 717 NA NA NA=not applicable.Never allow total load(live load plus dead load)to exceed 800 pounds per footing 6.Ensure that live loads do not exceed pull-out limits. Table 3.Lag screw design pull-out values (pounds per Based on the characteristics of your roof truss lumber and the embedded I"thread depth) in typical roof truss lumber lag screws,consult Table 3 to determine the lag pull-out value Specific Lag screw per 1-inch thread depth.Compare that value to the minimum design live load per footing determined in step 4.Based on gravity Srib 3�a" = r 3 these values,determine the length of the lag-screw thread Douglas Fir—Larch 0.50 266 304 depth you require to resist the design live load.The lag pull- out value per footing must be greater than the footing design Douglas Fir—South 0.46 235 269 live load. Engelmann Spruce,Lodgepole If your SunFrame rails require splices,see also"Footing and Pine(MSR 1650 f &higher) 0.46 235 269 splicing requirements"(p.11),before beginning your installa- Hem—Fir 0.43 212 243 tion. Hem—Fir(North) 0.46 235 269 Thread — If your SunFrame requires standoffs,always use at least two Southern Pine 055 307 352 depth lag screws to secure each standoff to the structural member. Spruce,Pine,Fir 0.42 205 235 Bolt the L-foot to the standoff through the slot nearest the bend in the L-foot. Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 050 266 304 Sources. Uniform Budding Code 1997,American Wood Council Notes (1)Thread must be embedded in a rafter or other structural roof member (2)Pull-out values incorporate a 16 safety factor recommended by the American Wood Council.(3)See Uniform Budding Code for required edge distances P- 8 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail UMIRACO Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. Footings must be lagged into structural members.Never attach them to the decking Aalone, which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 32 feet,contact UniRac concerning thermal expansion issues. '/2" Sample layout,illustrated in Figure 4 1at each end of array Assumptions:12 modules(60'x 36'), arranged in 3 rows of 4 modules Array width =144'(36'module width x 4 modules per row) f RoR000f pe Array length=180'(60'module length x 3 rows) +3'(11/2'end rail width x 2 rails) 3/4"space between module rows +13/2'(3/4'between-module rail width x 2 rails) =1841/2' - 1.Laying out the installation area Array _ Always install SunFrame rails perpendicular to rafters.(These length Module Railslength(see instructions assume typical rafters that run from the gutter to 3/4" caption) the peak of the roof.If this is not the case,contact UniRac.) y Rails are typically mounted horizontally(parallel to the lower ---- ---- edge of the roof),and must be mounted within 10 degrees of - horizontal. Leave adequate room to move safely around the array during Modulewidth installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the �'/2' rails on one side.Using the number of rows and the number _ of modules per row in your installation,determine the size of your array area following Figure 6. I< Array width (module width times modules per row) Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. others are assembled with pan-head screws.All such features must be included in module length. Pix 9 YNARAC® Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 2.Installing the lowest row of L-feet and rail In the lowest row,it is not necessary to use L-foot adjusting sliders,even if you plan to use them in subsequent rows.Install L-feet directly onto low profile roofing material such as asphalt shingles or sheet metal.(For high profile roofs,such as the or shake,use optional standoffs with flashing to raise L-feet. L-feet must be flush with or above the highest point of the roof surface.) L-feet can be placed with the double-slotted side against the roof surface(as in Fig.7)or with the single-slotted side against the roof(which increases air circulation beneath modules). Module-to-roof dimensions are listed on page 15 for both ar- rangements. fury off' L feet f If you are using L foot adjusting sliders,you must use the short side of the the L foot against the roof in the Lag / f • first row.See Figure 9 below. screw /r If you are using both L foot adjusting sliders and standoffs, / Always lag into slot see the upper box on page 11. 0 nearest the bend in the L-foot Install the first row of L-feet at the lower edge of the instal- / / 23/4 lation area(Fig.8).Ensure feet are aligned by using a chalk / / , line. (A SunFrame rail can also be used as a straight edge.) Lower edge of Position the L-feet with respect to the lower edge of the roof as installation area illustrated 1n Figures 7 and 8. Figure 7.Placement of first L foot row. Drill a pilot hole through roof into the center of rafter at each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the lag Roof peak screws.Seal the underside of the L-feet with a suitable weatherproof sealant. Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L feet are against V -' a I1w the roof,lag through the slot nearest the bend in the L foot(Figs. 7 and 8). ? Cut the rails to your Utility slot for No.10 screw array width,being sure '� ✓ to keep rail slots free � of roofing grit or other Utility slot for /a" s :� debris.If your instal- lot re S.L-Foot hexhead bolt Slot for /a' v., lation requires splices, `g` footing bolt orientation. assemble them prior to attaching L-feet(see"Footing and splicing require- ' ments,"p.11,and"Material planning for rails and cap strips,"p.13).Slide the 3/8-inch mounting bolts into the footing slots. If more than one splice is used on a rail,slide L foot bolts)into the footing ys »" slot(s)of the interior rad segment(s)before splicing. L Loosely attach the rails to the L-feet with the flange nuts.Ensure that rails are oriented with respect to the L-feet as shown in Figure 9.Align the r ° � = ,. ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the �. r y % edge of the roof.Securely tighten the lag screws. Fes' Y Roof peak fF� Figure 9.L foot orientation in conjunction with L foot adjusting sliders.The sliders include two 3 .f utility slots to secure module wiring,combiner W� boxes,and other system components. Page 10 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail UMARAW Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/a-inch hex- sliders,although flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no standoffs. Sy With standoffs of equal length,orient L foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L feet in the same orientation—either both long side up or both short side up. L-foot This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissable,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet,thermal expansion joints 6. Interior rail sections supported by only one L-foot must may be necessary,Please contact UniRac. be adjacent,on at least one side,to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) 7 Rail sections longer than half the footing spacing re- is determined by wind loading(see pp.5-8,especially step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of =' Rafters the maximum footing spacing(A).For example,if Span d t Fi i! A is 32 inches,Overhang B should not exceed 16 inches. g 3; Stanger Fi � 31 7-� � Rail ,. Modules should always be fullysupported by rails.In other words,modules should never overhang rails.This is especially critical when supporting the shortside of anon-rectangular module.When a rail supports apair of non- rectangular on- rectan ular modules b themselves(right),it must be supported b at least �"t S Y Ig PP Y two L feet.The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules P- 11 YNMRAC® Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 3.Laying out and installing the next row of L-feet With L-feet only:Position the second row of L-feet in accor- dance with Figure 10.Ensure that you measure between the r f lower bolt hole centers of each row of L-feet.Install the second 7 . ° -�. ` ,, Module length+3/4' row of L-feet in the same manner and orientation as the first . (hole to hole) row,but leave the lag screws a half turn loose.Be aware of the set-up time of your sealant;the L-feet will not be fully tight- ened ight ened until Step.4. With L-foot adjusting sliders:Use a chalk line to mark the position of the slider center holes of the next row.The illustra- tion llustra tion below provides spacing guidelines.The length of the module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 4(p.9). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. Roof peak -� A=module length A t Align slider A center hole " to chalk line _ Lowest row of L-feet ►�Align slider } no footing ( 9 sliders) A-3 /a center hole to chalk line A+3/4" i A+ 1 3/16" A+2 1/4" Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 4.Installing the second rails With L-feet only(Fig.12):Install and align the second rail ~ Y Snug in the same manner and orientation as the first rail.After rail alignment,securely tighten the rail mounting bolts to between 30 and 35 foot-pounds. odufe' � . M, ule' Lay one module in place at one end of the rails,and snug the upper rail(Fig.12)toward the lower rail,leaving no gap N ` between the ends of the modules and either rail.(If pan-head ,. o screw heads represent the true end of the modules,be sure the `k �` screw heads touch the rails on both ends.)Securely tighten Lag screw°� the lag screw on that end.Slide the module down the rails, "Lag~`screw c(half turn toasel snugging the rails and tightening the remaining lag screws as Iti9t) you go. With L-foot adjusting sliders:Install rails on first and second Figure 12.Position and secure top rail. rows of L-feet.Verify spacing by placing a module onto the rails at several points along the row.Adjust L-foot positions as needed. 5.Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow- - All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 12 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail VNNRAy Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or asthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Stuctural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap of every rail segment.Wherever there is no strip segment that crosses the array center line,and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment,drill a 1i4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw.(In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing good planning can also achieve both material conservation and splicing requirements"(p.11).In this example, } and superior aesthetics.This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p.11).Becausefoot- - End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line 1{ tF it 3! 03 li I ii 3l !i f6 ! EI{{{ fl 83 ti ii fij it 45 it li yl, 11 t3 Trim line(array edge) 1 I i i Trim line(array edgep� ►( Q !i I! II 31 it .;B •V 112"• ;; . . X 96" 1 st cap strip t iE li £i 11 i, C 83" I I i I i i E 122" ,1 4th rad h i s i t i ity ;3 i 3 f li I� ill 31 13 1£ i l i�f� 11 •;; •W 112"• •11 • •;; •;; X 96" •;; 2nd cap strip !1 ��B 83 f' I I mm 11 D 122" 3rd rad S€ • • • �I 7 • • • • • i' • • • ,• • 3 3 • • 1 i .V 80" ,, .;; .;; Y 128" •;; 3rd cap strip A 96" C 109" 2nd rad !1 it it ii i� 9 18 i i -mom i! } !1 13 ' } .W g0" I . Z 128" is 4th ca strip s 1] P p A 96" ;; ;; ;j B 109" 1 St rail tfi II li 51 S3 Usable remainder:D,70",E,70';Y,64';Z,64" 13 VN®RAC® Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 6.Securing the first module Gather sufficient lengths of cap strip Cap strip screws Permissible overhang: to cover the length of the first rail.For \ 1/3 module width maximum visual appeal and material — \ conservation see"Material planning for rails and cap strips"(p.13). ". Slide the first module into final position at one end of the array.Lay the remaining modules in the top row,leaving a gap x�� about a foot wide between the first and second modules(Fig.13). The temporary gap allows the installer to place one of his feet between modules.He can access the section of the cap strip he needs to secure while leaning toward the ° � g peak of the roof.For the time being,the Do not install secondcap strip until lower last module may overhang the rail by up \ ®�� modules are placed to one third its width. \ tepping gap Attach the end of the cap strip with \ the cap strip screws (Fig.13,inset),so that the upper end of the first module is Figure 13.Begin cap strip installation. secure. e The structural integrity of your array requires that cap strip screws fully engage the threaded rail.Use the cap 2 Install screws strip screws supplied with your cap strips.Any substitute screws must be 114-20 Type F thread cutting(18-8 stainless steel)and the correct length.See Table 4(pg.15)to match " ` • M \ n screw length to the size cap strip in your installation. Every cap strip segment must have a cap strip screw 4 Stepping gap inches or less from each end.If the nearest predrilled hole falls more than 4 inches from any end,drill a 1/4-inch hole 2 inches from the end and install an additional /screw. Figure 14.Position and secure modules one by one. J�\ Wherever it is necessary to make a new cap strip hole, ,_ t drill a 1/a-inch hose before installing the cap strip screw. n' °r: - ` 7.Installing the remaining modules in the top row W, Slide the next module into final position and install the screws to secure it(Fig.14).For a neat installation,use cable ties to ;`�� attach excess wiring to the rail beneath the flanges.UniRac's ` cable ties can be attached to the SunFrame rail by drilling a ' ' by,oe ' Secured 1/4-inch hole in the rail and pushing the end of the tie into the y 1 st modute, % hole. Continue the process until all modules in the top row are in 'Ste ping gap n a ` y, p .•Y�\ �, final place and secured from the top.When complete,every ! i',i „• P prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaing rows(Fig.15).Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail,securing the bottom of the lowest module row. Page 14 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail VNMRAC® 9.Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided(Fig.16). &f �� C,"� ��e ?�� `�., �'-»• '� per, Figure 16.End cap installation. Table 4:PV module,cap strip,and cap strip screw compatibility To ensure code compliance and a structurally sound array,cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation.All cap strip screws must be%4-20 Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 C 3/4" 1.50-1.57 38-40 D 3/a" 1.77-1.85 45-47 F I%" Iu �� 1.93-2.01 49-51 ; E I%4" Sharp lipped modules G I" Sanyo lipped modules ` g H %4" Pag 15 YN®RAW Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5!clamps The answer depends on the orientation of your L-feet and with the 3/8-inch stainless steel bolt provided with the S-5! the length of your standoffs,if used.See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-51 clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. Frame.UniRac offers a Oatey®"No-Calk"flashings for its steel standoffs and Oatey®or UniRac flashings for its Module thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak varies Price List. How do I attach SunFrame to a standing-seam metal 2'/4"+'/8" roof? A good solution comes from Metal Roof Innovations,Ltd. � (MRI).It manufactures the S-5!-clamp,designed to attach a wide variety of products to most standing-seam metal roofs.It is an elegant solution that eliminates flashings and Module thickness penetrations altogether. varies 4 'a 21/4-±1/8„ �� - Module Y ^.. thickness varies /8 Standoff height all±1/8 ,3/4,±'/8" 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac,Inc.,warrants to the original purchaser the practices specified byAAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(wwwaamanet org)are not defective,then UniRac shall repair or replace the Product shall be free from defects in material followed by Purchaser.This Warranty does not the defective Product,or any part thereof, and workmanship for a period often(10)years, cover damage to the Product that occurs during in UniRac's sole discretion.Such repair or except for the anodized finish,which finish its shipment,storage,or installation replacement shall completely satisfy and shall be free from visible peeling,or cracking or This Warranty shall beVOID if installation of discharge all of UniRac's liability with respect to chalking under normal atmospheric conditions the Product is not performed in accordance this limited Warranty Under no circumstances for a period of five(5)years,from the earlier with UniRac's written installation instructions, shall UniRac be liable for special,indirect or of 1)the date the installation of the Product is or if the Product has been modified,repaired, consequential damages arising out of or related completed,or 2)30 days after the purchase of or reworked in a manner not previously to use by Purchaser of the Product. the Product by the original Purchaser("Finish authorized by UniRac IN WRITING,or if the Manufacturers of related items,such as PV Warranty") Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.UniRac shall not be liable warranties of their own UniRac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any. installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded The Finish Warranty is VOID if Purchaser under any circumstances OM _ a �, THE STANDARD IN PV MOUNTING STRUCTUREST" Pagc 16 1411 Broadway NE, Albuquerque NM 87102-1545 USA • 505.242.6411 • Fax 505.242.6412 II{ i ; 1 i Town of Southold in Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM O PROPERTY LOCATION: M.T.M M THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 0( � C) , l STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN II isVlctsectionB— oTc -- T— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S.F/Acres) (This item will include all run-off created by site ✓ ❑ b. What is the Tota)Area of Land Clearing clearing and/or construction activities as well as all — and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (S.F/Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pages as Needed) Drainage Structures Indicating Size&Location?This F Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion / 30 iA t - P 1?dT0 V aL:-/41 G SYS�i✓f� and sediment control practices that will be used to V El _ control site erosion and storm water discharges. This ® R6 I Dew- C,6 1 f o{ �� item must be maintained throughout the Entire A ' Construction Period. IS ROAD11 , SO U�1 Q L 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural — S �S j�EM 11�sU U,F. 2 Qj✓ Existing Grade Involving more than 200 Cubic Yards / of Material within any Parcel? —moo��l�t� ��rr�®P rj Will this Application Require Land Disturbing Activities ` / Encompassing an Area in Excess of Five Thousand V (5,000 S.F.)Square Feet of Ground Surface? El 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction — General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to El including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 WIII Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-040-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 1.The SWPPP shall be prepared prior to the submittal of the Not.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any F-1constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Item will NOT Include the Installation of Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3 All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed In New York a Storm-Water,Grading,Drainage&Erosion Control Plan Is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE A Check Mark(4)and/or Answer for each Question is Required for a Complete Application) SPATE OF NEW YORK, COUNTY OF.... .(2=0.r.................SS That I,...P ......S.:rf ...........................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the C_QN:L��.F�.G.:T�L.- .�k.,.. S'`_A�M,?.......................................................... ........................... ...... ........... (Owner,Contractor,Agent,Corporate Officer,etc) Owner and/or representative of the 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 to the kE ff hiWWAvFkKnd belief;and that the work will be performed in the manner set forth jn the application filed herewit[Notary Public,State of New York Sworn to before me this; No.01 ST5026574Qualified in Queens County/�Jf 4.1�� mission Expires April 261®—. ..�...........�.......... .........:day �L��..R...................... .20.1.� 1 Notary Public: . .... ................. 6L4A64�� FORM - 06/10 I SHARP solar electricity 224 WATT Business leaders install this module In large commercial applications, demonstrating financial astuteness MULTI-PURPOSE MODULE and environmental stewardship. NEC 2008 Compliant - "-- 1 ENGINEERING EXCELLENCE YI ti High module efficiency for an outstanding balance of size and weight to power and performance. Ems DURABLE Tempered glass, EVA lamination and weatherproof backskin provide long-life and enhanced cell performance. RELIABLE I 25-year limited warranty on power output. HIGH PERFORMANCE ^ MEN -thismodule uses an advaneed'surface texturing process to increase light absorption i and improve efficiency. 008 MULTI-PURPOSE 224 WATT '" MODULE FROM THE WORLD'S TRUSTED SOURCE FOR SOLAR. : Using breakthrough technology, made possible ,.sha°rp multrpurposaTrodulesoffer, improved Frame'Technology , 'I I' 9dustry4adngperformancefor by nearly 50 years of proprietary research a.variety of apphcatlons ' and development, Sharp's ND-224UC1 solar ` ',SHARP:'THE,NAME�TO TRUST module incorporates an advanced surface a� �'- texturing process to increase light absorption i �" wren.yodchoose snarp,'you,get'more"tnan., ° well-engineered products.You also, and improve efficiency. Common applications Shar 's ,'- d ��` °,r. ' ' 1 ` � �;. proven reiiabrhty,outstandirSgcustomer,serypice°an ' include commercial and residential grid-tied ` zthe,assurarice'ofour 25-yearlimitedwarran't,y'on� roof systems as well as ground mounted arrays power output.°Agiobal leader,in soiarelecthcity,,°.° , Designed to withstand rigorous operating a'sharppowers more Homes and busihe ses trian conditions, this module offers high power anyothersolar,manufacfiurer,worldwide." output per square foot of solar array. x °BECO'MpE P0,111%E,RF,UL•° _- $. x 224 WATT , NEC 2008 Compliant Module output cables now 12 AWG with locking connectors --7•- - m �� r E ELECTRICAL CHARACTERISTICS° 7, IV•CURIES; "`= �" ' =» -:.� :,�.� MBXIrrlum Power(PmdX)*- 224 W"� ` - CeilTemperaturr 2s•c10 ZD, Tolerance of Pmax *10�/-" o t "" loco rma_ :r Type'of Cell Polycrystallineesilicon a I Gell Configuration ^ ^ 60 in series' a X200 Open Circuit Voltage(Voc> 36.6 V Maximum Power Voltage(Vprn 29 3 V� ;`6 im Short Circuit Current(Isc) 8 33 A 9 s' jMaximum`Power Current(Ipm) 7.66 An Module Efficiency(%), .13.74% 3 Maximum System-(DC)•Voltage, 600 V ; Series Fuse Rating 15 A so ;NOCT` X475°CU Temperature`Coefficient(P'max) 0.48,5%/°C 0 D D 3 , 10 ^ 35�,r 2a 25 30^ 35 40 i ry` .ti = yTemperatur'e Coefficiemtt(Voc) 0'36%/°C' vuhageM Temperature Coefficient"(Isc) 0 0539/./°C ; eurtent,Power vsvaltage Chamaenstia _,!.__va1ia9p, "Measured at(STC)Standard Test Conditions 25°C,1 kw/m'insolation,AM 15 -TV, m AE6A,�Nl AL_CHAIRACTERISTICS, ..e m �• � -� _ � DIMEN510N5. � "Dimensions(Ax B)(C below) 39 r'x 64 6"x 1,"/994 x 1646 x 46m•m •BACK VIEW Cable Length(1) ^ '" F ;43.3tiy1too mm A 'S PD E`V 1 E W', Output Interconnect Cable'"*. '12 AWG with MC4 Locking Conriector` G - '` U/eight ` 44:1"lb's 120.0 Max Load, 50 psf(2400 Pascals) e "A safety lock clip(Multi Contact part number PV-SSH4)may be required in readily accessible locations per NEC 2008 690,33(C) u F +C�CIALIPICATLONS' UL Listed UL 1703m — A7) (+)� — B FireRating_=,_�— _ ,._._Class�C } .1R/AR62^Ar TY'^ - iioioassmgun — IF ^ "&w•` `-s...:k....«.rw....r.,asu..'...mi'..".(.El..,S.. 25-year limited warranty,on power output - Contact Sharp for.complefd warranty Information 06Irr43 mm e H„,z1 I~C „3g1•'/994 mm-'.646"/1640 mm 18"/46 mm ,79"/200 mm 144"/365 mm, Design and specifications are subject to change without notice Sharp is a registered trademark of Sharp Corporation All other trademarks are property of IF - G" H their respective owners.Contact Sharp to obtain the latest product manuals before using , ' 32 3" ' /820 mrri 3 9"/100 mm 377"/958.inm 433"/1100 mm ` any Sharp device Cover photo Solar installation by Pacific Power Management,Auburn CA d _ • , Contact Sharp for tolerance specifications SHARP SHARP ELECTRONICS CORPORATION 5901 Bolsa'Avenue,Huntington Beach,CA 92647 1-800-SOLAR-06•Email sharpsolar@sharpusa-cam www.sharpusa comisolar ©2008 Sharp Electronics Corporation All rights reserved 08L-033•PC-11-08 9 - - Mammum energy harvasA doudy or dear 'jl •l II a l -- , `� .,� Promus 00 PHue P/ Inverter The first complete solution. Reliable. Proven. Smart. An outstanding addition to the family:The next generation Frornus IG Plus inverter builds on a successful model with multiple enhancements, including maximum power harvest,a built-in six circuit string combiner,integrated,lockable DC Disconnect,significantly improved efficiency,and �'� unbeatable reliability. New,larger power stages " expand the proven Fronlus IG family from 2 to 12 kW in a single inverter. POWERING YOUR FUTURE INPUT DATA Fronius IG Plus I 3.0-1 3.8-1 5.0-1 6.0-1 7.5-1 10.0-1 11.4-1 11.4-3U 12.0-3 UNI UNI UNI UNI UNI UNI Dd ,,,r UNI z Recommended PV-Power(- 2500-3450 3200-4400 4250-5750 5100-6900 6350-8600 8500-11500 9700-13100 9700-13100 10200-13800 E MPPT-Voltage Range 230.. 500 V DC Startup Voltage 245 V Max.Input Voltage(at 1000 W/m= - 14T(-10°C)in open circuit operation) 600 V .Nominal Input Current 8.3 A 10 5 A 13.8 A 16.6 A 20 7 A 27.6 A 31.4 A 314 A 33.1 A Max usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 53.3 A 56.1 A Admissible conductor size(DC) No.14-6 AWG Number of DC Input Terminals 6 3 0 Max.Current per DC Input Terminal 20 A;Bus bar available for higher Input currents o , OUTPUT DATA Fronius IG Plus 3.0-1,,., 3.8-1 UNI 5.0-1 UNI 6.0-1 u, 7.5-1 uNl 10.0-1 U, 11.4-1 uw 11.4-3 DA. 12.0-3111E277 3 Nominal output power(P,;_j 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Max,continuous output power 104-F(40`C)208 V/240 V 1277 V 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W 'Nominal AC output voltage 208 V/240 V/277 V 208 V/240 V 277 V E 'Operating AC voltage range 208 V 183-229 V(-12/+10%) (default) 240 V 211 -264 V(-12/+10%) 277 V 244-305 V(-12/+10%) Max.continuous 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 31.6 A n.a. output current 240 V 12 5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.7 A 47 5 A 27.4 X n.a. 277V 10.8A 137A 18.1 A 21.7A 27.1 A 36.1 A 41 2A n.a. 14.4A Admissible conductor size(AC) No 14-4 AWG Max.continuous utility back feed current 0 A E Nominal output frequency 60 Hz Operating frequency range 59.3-60.5 Hz Total harmonic distortion <3% Power factor 1 GENERAL DATA Fronius IG Plus 3.0-1 UNI I 3.8-1 UNI 5.0-1 UNI 6.0-1 UNI I 7.5-1 UNI 10.0-1 UNI I 11'4-1 UNI 11.4-3 0.11a 112'0-3,,,2.. 1. Max.Efficiency 96.2% CEC Efficiency 208 V 95.0% 95.0% 95.5% 95.5% 95.0% 95.0% 95.5% 95.0% n.a. e , 240 V 95.5% 95.5% 95.5% 96.0% 95.5% 95.5% 96.0% 95.5% n.a E 277 V 95.5% 95.5% 96.0% 960% 96.0% 96.0% 96.0% n.a. 96.0% Consumption in standby(night) <1 W - Consumption during operation 8 W 15 W 22 W Cooling Controlled forced ventilation,variable fan speed Enclosure Type NEMA 3R Unit Dimensions(W x H x D) 17.1 x 24.8 x 9.6 in. 17.1 x 36.4 x 9.6 in. 17.1 x 48.1 x 9.6 In. Power Stack Weight 31 lbs.(14 kg) 57 lbs.(26 kg) 82 lbs.(37 kg) E Wiring Compartment Weight 24 lbs.(11 kg) 26 lbs.(12 kg) 26 lbs.(12 kg) Admissible ambient operating temperature -4...122°F(-20..+50°C) Compliance UL 1741-2005,IEEE 1547-2003,IEEE 15471,ANSI/IEEE C62.41,FCC Part 15 A&B,NEC Article 690,C22.2 No.107.1-01 (Sept.2001) Z. PROTECTION DEVICES Fronius IG Plus f 3.0-1 uNl 3.8-1 uNl 5.0-1 uNl 6.0-1 uNl 7.5-1 uNI 10.0-1 uNI 11.4-1 uNl 111.4-3,,e,,. 12.0-3,,,,T, Za Ground fault protection Internal GFDI(Ground Fault Detector/Interrupter);in accordance with UL 1741-2005 and NEC Art.690 - DC reverse polarity protection Internal diode Islanding protection Internal;in accordance with UL 1741-2005,IEEE 1547-2003 and NEC Over temperature Output power derating/active cooling per Phase - - , 0 w Q Fronius USA LLC Solar Electronic Division 10421 Citation Drive,Suite 1100,Brighton, Michigan,48116 E-Mail pv-us@frornus.com g www.fronius-usa.com