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Home My WebLink AboutTR-7658A James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF $OUTHOLD CERTIFICATE OF COMPLIANCE # 0790C Date: August 23~ 2012 THIS CERTIFIES that the installation of roof solar panels onto the existing dwelling At 1110 Cedar Point Drive East, Southold~ New York Suffolk County Tax Map # 90-2-20 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 30~ 2011 pursuant to which Trustees Administrative Permit #7658A Dated October 19~ 2011, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the installation of roof solar panels onto the existing dwelling. The certificate is issued to JOHN WILLIAMS owner of the aforesaid property. nut James F. King, President Bob Gho$io, Jr., Vice-President Dave Bergen John Bredemcyer Michael J. Domino Town Hall, 53095 Main Rd. P.O. Box 1179 Sou0aold, NY 11971 Telephone (63 I) 765-1892 Fax (63 I) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: ,~' Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1s~ day of construction ¼ constructed Project complete, compliance inspection. CERTIFICATE OF COMPLIANCE: Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1 st day of construction ~ constructed Project complete, compliance inspection Jill M. Doherty, President Bob Ghesio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. BOx 1179 Southold, New York 11971-0959 Telephone (531) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7658A Date of Receipt of Application: September 30, 2011 Applicant: John Williams SCTM#: 90-2-20 Project Location: 1110 Cedar Point Drive East, Southold Date of Resolution/Issuance: October 19, 2011 Date of Expiration: October 19, 2013 Reviewed by: Board of Trustees Project Description: To install roof solar panels onto the existing dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the $outhold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Pacifico Engineering PC, received on October 5, 2011 and stamped approved on October 19, 2011. Special Conditions: None. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. I~/'/~M. Dohert~), pm~d ent Board of Trustees JMD:eac Jill M. Doherty, Pr~ident Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Route 25, P.O. Box I 179 Southold, NY 11971 Telephone (631 ) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: JOHN WILLIAMS Please be advised that your application dated September 30, 2011 has been reviewed by this Board at the regular meeting of October 19, 2011 and your application has been approved pending the completion of the following items checked off below. __ Revised Plans for proposed project __ Pre-Construction Hay Bale Line Inspection Fee ($50.00) __ 1st Day of Construction ($50.00) __ ~ Constructed ($50.00) XX Final Inspection Fee ($50.00) __ Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary, You will receive your permit upon completion of the above, COMPUTATION OF PERMIT FEES: Final Inspection Fee - $50.00 rv~h/ TOTAL FEES DUE: $ 50.00 Illc~j~[;)~ BY: Jill M. Doherty, President Board of Trustees Jill M. Doherty, President Bob Ghosio, Jr, Vice President James F King Dave Bergen John Brcdemeycr PO Box 1179 Southold. NY 11971 Telephone (631 765-1892 Fax (631 ) 765-6641 Southold Town Board of Trustees Field inspection/VVorksession Report Date/Time:? CT ! 7.~ z_o~ ~ /Z'; ~' o JOHN WILLIAMS requests an Administrative Permit to install roof solar panels onto the existing dwelling. Located: 1110 Cedar Point Dr. East, Southold. SCTM#90-2-20 Type of area to be impacted: _ . Saltwater Wetland _Freshwater Wetland ~Sound ~/Bay Distance of proposed work to edge of wetland. Part of Town Code proposed work fails under: .~-Chapt.275 _Chapt. 111 ~other Type of Application: Wetland Coastal Erosion __Amendment --Pre-Submission _____Violation >,-Administrative Emergency_ _ Info needed: Modifications: Conditions:_ Present Were: ~/J. Ooherty ?./.B. Ghosio _ ~/J. King _ ~j. Bredemeyer~D. Dzenkowski_ _other Form filled out in the field by ,,j, {~i .,t.) ~ '/'D. Bergen, Mailed/Faxed to: Date: Alternative Energy Systems Board of Trustees Town of Southold Oct 2, 2011 Dear Board, Enclosed is a full size original engineer's drawing for the proposed installation of solar energy system at the Williams residence located 1 f 10 Cedar Point Drive East in Southold. P/eese include this original with the application package delivered to your office last week and accepted from Mr. Williams. Thank you. David Grinere Alternative Energy Systems, Inc. 865 White Eagle Drive Laurel, NY f1948 631.903.1106 altEsystems, com Jill icl. Doh~wty, Pr~id~nt James F. King, l~w 8ob ~h~io, Town Hall, 53095 Main P,O, Box l 179 .~:~uld, NY 11971 Td~phon¢ (631) 765-1 ~2 F~ (631) 7~1 BOARD OF TOWN TRUSTEES TOWN OF $OUTItOLD Office U~e Only :;: SEP 30 201] , L gui'iNk County Tax Map Number: 1000 - ~qt'~ -'6"L - 2..0 (provide LILOO Pole #, distan~ to eross struts, and location) AGENT: (If applicable) Addl~aS: Phone: GENERAL DATA Land ~ea (in square f~t): '7.q~, '-b ~ ~ ~ Zo~g: ~ '- ~ O ~e~ous ~ of ~: ~ ~ z ~ ~ ~ ~ Cov~ ~d R~s~c6om: y~ ~ No If"Y~", plc~c pro~d~ If ~Ycs", pi~ pro,de copy ot'~cision. ~ ~~v~s f~ ~te ~v~: Ag~cy Dat~ooV _._~No No prior p~nUts/approv~ls for site improvgmcots Has any pormWapproval ever boen revokod or ~d~d by a governmental ~ No Yes If yes, provide explanation: Project Doscription (use ~e~ts if neccssary):~ £~ q~w Si~lSn~l AO G;lt~08 ~'~99S9L Lt:,:W~ I~0~/8~/E,0 Board of Trustees Application WETLANDfI'RUSTEE LANDS APPLICATION DATA pur~coftheproposedoperations:, ~'~ -?-~ ~-~l~:~'~t~ Area of wetlands on lot: ~ .square feet Percent coverage of lot: ~ % Closest distance between I~'est existing structure and upland edge of wetlands: ~{f'l _feet Closest distance between nearest proposed structure and upland edge ofwcQands:_ ~,~[h ~feet Docs thc project involve excavat/on or filling? / No Yes If yes, how much m_ateriai will be excavated? ~ [~ cubic yards How much material will be filled? ~ {~ cabic yards Depth of which material will bc removed or deposited: ~'~' __ Proposed slope throughout the area of operations: ~ ~, ~' Mallllef ia which material vail be removed or deposited: ~ Statement of the effect, if any, on the wetlands and tid.al.w~t~rs 0f~ tow~.~t..ma~ ~s_ul_t bY . reazon of' such'~;~l~scd ~tiOns (~s~"~ttta~e~ts if appropriate): IROJECT ID NUMBER PART 1 · PROJECT INFORMATION 1. APPLICANT / SPONSOR 3.PRO JECT LOCATI~: APPENDIX C ~¢ATE ENVIRONMENT/g- Q, UALI'TY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACT1ON$ Only ( To be ~:ompleted by Applicant or Project Sponsor} SEQR PROJECT NAME 5. IS pROPOSED ACTION 6. DESCRIBE PROJECT BRIEFLY; ?. AMOUNT OF LAND AFFECTED: $. V~LL pRoPOS~;D ACTION COM~LY WiTH EXISTING ZONING OR OTHER RESTRICTIONS? ]--'lYe, [~No If r,o ~ ~e ",'~c:n be b~lly: 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (ChOO~easmanya~apply.) ~e,id.tla, ~']Indu,~QI [~CommemiQI [~Agdcult~re r'-]Pa~k/F.e.t/Ope~$pace ~]Omef {d esm-tl,~) ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER (~OVERNMENTAL [~o I! yes, as* ~g~cy name en~ permit ! llppmva[: ~y~ ~ If yes, li~ ~ ~me a~ p~mlt I approval: 12, AS A R iT OF pROPOSED A~ WI~ ~I~NG ~RMITI ~PROVAL REQUIRE MODIPICATION? i CERTI~ T~T ~E i~MATION P~VI~D ~O~ [~ ~UE TO ~E BEgT OF ~ ~ow~DGE - ( ~ If the act~n Is a O~l ~a, and you am a ~ agoncy, ;omple~ ~e Coas~l ~m~t Form be~m proc~lng web ~ls assessment Town of Southold Erosion, Sedimentation & Storm-Water Run.off __ __ ~ /W~0~~ (~ T~ ~ of ~ ~ ~ ~n ~ I~m ~t ~ m~ ~ 4 ~ ~ ~ R~m any ~ ~ ~1 ~ ~pl~ R~m ~ 6 I~ ~ a Na~ Wetw ~u~ ~ ~d ~ ~ ~p~ ~t~ ~ ~ ~ ~.app~ ~ to ~e b~d~ FORM - 06/'10 Commission Expires A Board of Trustee~ ADDlicat£on Coutny of Suffolk State of New York -.~-~k~/Cr~'-~ ~ I C-o~b~ BEING DL)'LY SWORN' DEPOSES'AlqD AFFIRMS I~AT ~ IS ~ ~PLIC~T FOR ~ ABO~ DES~ p~T(S) ~ T~T ~L STA'[~TS CO~M~ TRUE TO T~ BEST OF ~S~R ~OWLEDGE ~ BEL~, ~ ~T ~L WO~ WmL BE DONE ~ ~ ~NER SET FORTH ~ ~IS ~PLICATION ~ AS ~Y BE ~PRO~ BY ~ SO~IOLD TO~ BO~ OF '~USTEES. T~ ~PLICA~ AGeS TO HOLD T~ TO~ OF SO~O~ A~ ~ TO~ ~UST~S ~ESS ~D F~ ~om ~Y ~D ~L D~A~$ ~ CL~S '~ER OR BY mT~ O~ S~ PE~(S), · GR~. ~ COVETING ~ilS ~PLICATION, I ~Y A~O~E T~ ~US~ES, ~ AG~($) OR ~p~S~ATI~S(S), TO ~N'r~R ONTO ~ PROPERTY TO INSPE~' P~SES IN CON"[~CTIO~Wi~ ~?~/~ ~PLICATION Signature T. s LAUREN M. STAHDISH NotaW Public, State of New York No. 015T6164008 Qualified in Suffo Commission Expires April 9, 20Z APPLICANT/AGENT/REPRF.~E~AI'~ ~ TRANSACTIONAL DISCLOSURE, FORM IqAMR 0]: APPLICATION: (Chock all that apply.) T~x ~iev~m~ Building -- -- C~ or.nc M~ Approval of plat -- C~on ~m pl~ or ot~c~al map ~ pl~i~g O~ (lf+'O~', n~ ~ ~fivi~.) ~ ~ you ~lly (or th~uih your ~m~y, ~u~ si61in~ ~n~ of t~'t~wfl of ~u~ =Rel~¥~' incl~ ~ bl~' ~t~ °~ ~l~ m~ in which th~ ~wn off:er or emplo~ o~ mom ~ YES NO If y~u an~'e~d~'YES'',~Omple~ th~ ~--of ,i, fo~ ~ of~ employed ~ ~ Town of '~ ~ a~ccr ~ cmploy~ or his ~ ~ ~u~, stbhn~ ~L ot A) ~ ow~r of ~ ~m 5'~ of the ~ B) ~ lc~l or ~flo~ ow~of ~Y in~ m DESCRIPTION OF RE. LATtONSHtP Form TS l Town of Southold LWI~ CONSISTENCY A$$ESSMF~r FORM ~ INSTRUCTIONS 1. All applicants for permits* including Tow~ of Southold agencies, shall complete ff~_s cCAF tbr propo~ad actions th~ are subject to the Town of 8outhold W~terfront Consistency Rrview Law. This a,~ess~n! is ~ to supplvme~ other informa~on nscd by a Town of $oul~old ~gency in makin~ a dctcrmin~on of consistency. *F~cept minor exempt actiom' itwludmg Buiiaing Permits and other ministerial permits not located ~/ithtn the Coaztal Erosion Hazard Area. 2. Before aasw~4-ng the questions in Se~don C, fl~ preparer of this form should r~view the ~xempl mi.or action ~ policies and explanations of each policy cont~ued in the Town of Southold Local WaUxfmnt Rvvitalizalion Program. A prot~ed action will be eva],~*~ as ~o its ~i~cam beneficial and adverse effects u~on the coastal area (which includes all of 5outhold Towa), If any question in Section C on *.his form is answvp~d "yes" or '~no", thea the proposed action will aff~ct the ~ch~evemeat of the LWRP policy standards and conditions conta~d in the consls~cy r~view law, ~hus~ ~e~ ~s~et must be e~P:::---¢d in a_eesa- ~ino both sum)ortinu and non: su r~. If an action caflfl~ be co,tiffed as cons~cnt with the LWRP poli~y stand.ds A copy of the LWRP is available in the following places: online ar th~ Town of Southold ' w~bsite (sou~oldtowa.northfork.ae0, thc Board of Tru~ees Office, the Planning Department, all local hbnmes and the Town Clerk s offi s. o scmrno og srr paomS D ACnO The Applicafio~ has bean submitted to (check appropriate response): L Ca. gory of Town of $outhold agency action (check appropriate response): (a) Action ~)~L--riakcn directly by Town agency (e.g. capi~l [] con.ruction, planning activily, agency regulation, land t~amaction) [] (b) Financial a istanc grant, sub,dy) (c) Permit. approval~ license, certification: Natare and a ~?~n~ of action: (¢) Tel~phon~ number: Area C~¢ ( ) -- (d) Application number, ff any: '- will th~ action b~ directly undertakegh requi~ ftmdin~ or apffroval by a state or ~ agency? Yes [] No[~ I£y~S, which stateor federal C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answer~ will require that the form bc returned for completion. D~EVELOPEp COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. Sec LWRP Section Ill - Policies; Page 2 for evaluation criteria. E~y. [] No ~otApplicable Att~h additional si~e~ if n~,essary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold, See LWRP Section Ill ~ Policies Pages 3 through 6 for evaluation criteria [] Yes [] No ~Not Applicable Attach add~om~l ~.c(~ if r~ocessary Policy 3. Euhanee visual quality and protect scenic resources throughout the Town of $outhold. See LWI~ Section III- Policies Pages 6 through 7 for evaluafiou criteria [] Yes [] No ~/Not Applicable NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section IH-Policies Pages 8 through 16 for e~aluation criteria ~ yes [] No ~/Not Appficablc Attach ~lditional sheets if n~essary Policy 5. Protect and improve water quality and supply in the Town of Southold. Sec LWRP Section - policies Pa~es 16 through 21 for evaluation criteria At. oh additional s~ec.~s if nme~ary Policy 6. Protect and restore the quality and function of the Town of Southoid ecosystems including Significant Comtal Fish and Wildlife lt~bitnts and wetlands. Se~ LWRP Section III - Policies; Pa~es ~2 through 32 for evaluation criteria. Yes No Not Applicable Poficy 7, Protect and hnprove air quality in the Town of Southold. See LWRP Section 11I - PoLicies pages 32 through 34 for evaluation criteria. ~'~ Yes [] No ~N'ot Applicable · - ' e dafion ~ Town of ~u~old ~om ~Bd w~te.~d ~ardo~ ' 8. Min~=e ~nmen~! d ~ .... . ~ ....2~ ,kr oh 38 for ev~uafiou criteria. Pohcy ~p s~bst~c~ ~d w~tes. S~ L,.-- S ~ y~ ~ No ~o, Applicable PUBLIC COAST POLICieS Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, a~d public resourCe~ of thc Towu of Southold. See LWRP S~t~on Eli - Policies; Pages 38 through d6 for evaluatio~ criteria. ~ ye~j''-] No ~Not Applicable WORKING COAST POLICIES Policy 10. Protect Soathold's water-dependent uses and promote ziting of now water-d~p~ndeut suitable locations, Sec LWRP Section llI~ Policies; Pages 47 through ~6 for evaluation criteria. [] Yea [] No mot Applicable Atta~ additional ~heet$ if n~gosaary Policy 11, P~mote s~able use of ~viag m~ne r~ou~es ~ Long l$~d So~d, the P~on~ Esma~ and Town water. S~ L~ Section IH - Policies; Pages 57 throu~ 62 for evaluation eriter~. additional abe. eta if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section H! - Policies; Pages 62 through 65 for evaluation criteria. Yes [] No ~Not Applicable Attach additional $Ju~ta if n~ssary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section HI - Policies; Pages 65 through 68 for evaluation criteria. [] Yes [] No ~ot Applicable bT ~ ~qqlqn~l 4n ~n~ T~99§gL L~:OT TT0~/8~/68 KYDEERa CUTTING EDGE TECHNOLOGY As a pioneer with over 35 years in the selar energy indust.'y, Kyocera demonstrates leadership in the development of selar energy products. Kyocera's Kaizen I~nilosophy, commitment to corrdnuous improvement, is shown by repeatedly achieving world record cell effidendes. QUALITY BUILT IN · UV stabilized, aesthetically pleasing black anodized frame · Supported by maior mounting structure manufacturers · Easily accessible grounding points on all four comers for fast installatien · P~oven junctio~ box technology with 12 AWG PV wire to work with transformerless inverters · Quality locking MC4 plu§-in connectors to provide safe and quick connections RELIABLE · Provt~ superior field performance · Tight power tolerance · Only module manufacturer to pass rigorous long-term testing performed by T0V Rheinland WARRANTY · Kyocera standard 20 year power output warranty and 5 year workmanship warranty applies in USA · Extended warranties available per project requirements · Kyocera standard 20 year power output warrardLy and 2 year workmanship warranty applies outside of USA · Refer to Kyocera warranty policy for details KD 200-60 P Series KD230GX-LF~ KD235GX-LP~ KD240GX-LPB KD245GX-Lt:~ QUALIFICATIONS AND CERTIFICATIONS NEC 2008 Compliant, UL 1703, ISO 9001, and ISO 14001 UL1703 Certif~d and P. egistered, UL Fire 5afe'e/Class C, CEC. FSEC Certified IEC61215 Ed 2 IEC61730 byET QUALIFIED FOR "BUY AMERICAN" Manufactured in San Diego, California · Available Upon Request · KD 200-60 P Series ELECTRICAL SPECIFICATIONS P,,~ 230 235 240 245 ¥,.~ 29.8 29.8 29.8 29.8 I,,e ?.72 7.89 8.06 8.23 V~ 36.9 36.9 36.9 36.9 I~ 8.36 8.55 8.59 8.91 P~,,. +5/-3 +5/-3 +51-3 +5/-3 MODULE CHARACTERISTICS Dlmemlom: 65.43in/3&98i~1.8In ~t (1662mm~Omm~6mm) PACKAGING SPECIFICATIONS Module~ per palle~ 20 Pall~t~ p~ ~3' contalne~. 36 Pallet b~x dlmeflsi~. 66.~41n~9.?51n~4724in L*r~f~Wk/~//~t (1690mm~1010mm/12OOmm) T~ 45 45 45 45 ~C P,~ 165 169 172 176 W V,~ 26.8 26.8 26.7 26.8 V I 6.18 6.31 6.45 6.58 A V,~ 33.7 33.7 33.7 33.7 V I~, 6.77 6.92 6.95 7.21 A Iq'C 208.0 212.6 217.3 219.1 W P,, -OAS -0.46 -0.46 -0.46 V~ -0.51 -0.52 -0.52 -0.52 %/~C I.e 0,0065 0.0065 0,0064 0.0065 %1*C V.~ -0.36 -036 -0.36 -0.36 %1~C I. 0.060 0.060 0.060 0.060 ~ -40 to +90 ~40 to +90 -40 to +90 -40 to +90 Sede~ Fu~e RIUn~ 15 A Maximum DC Sl~em Voltage {UL) 6OO V Ha#~-ene Iml~t lin (25mm) @ 51m~ C~mls) t~jend 081211 OUR VALUED PARTNER d"UNIRAC SolarMount Technical Datashaet Pub 110818-1M V1.0 August 2011 SolarMount Module Connection Hardware .................................................................. Bottom Up Module Clip .................................................................................................1 Mid Clamp .................................................................................................................... 2 End Clamp .................................................................................................................... 2 SolarMount Beam Connection Hardware ...................................................................... 3 L-Foot ........................................................................................................................... SolarMount Beams .......................................................................................................... 4 SolarMoiJnt Module Connection Hardware SolarMount Bottom Up Module Clip Part No, 302000C Bottom Nut (hidden.see Bottom Up Clip metaHat: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tenelfa: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: -0.031 lbs (149) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one %"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one ~" fiat washer Use anti-seize and tighten to 10 fi-lbs of torque Resistance factors and safety factors are determined according to part I section 9 of the 2005 Aluminum Design Manuel and third- party test results from an lAS accredited laboratory Module edge must be fully supported by the beam NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Doalgn Resistance Dlrestlon Ultimate Load Factor, Load Factor, lbs (N) lbs (N) F$ lbs (N) · Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, Xt 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z.t 66 (292) 27 (119) 2.44 41 (181) 0.619 Dimer~ions specified in inches unless noted ll;UNIRAC SolarMount Mid Clamp Pa~ No. 302t01C 302101D. 302103C, 302~04D 302~esD. 302~B~D Bo/t Y · ~-x Dimensions s~ in inches unless no, ed SotarMount End Clamp P~ No. 302001C, 302002C, 302002D, 302003C, 302003D, 302004C, 302004D, 302005C, 302005D, 302006C 3020060 3~200~D. 302008C, Clamp Flange Nat Y Dimensions specified in imYnes unk~s noted Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate ten$1fa: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac %"-20 T-bolt and one %"-20 ASTM F594 sen'afad flange nut Use anti-seize and tighten to 10 fi-lbs of torque Resistance factors and safety factors are de~ermined according to part I section 9 of the 2005 Aluminum Design Manual and third- party test results fi'om an lAS accredited laborsto~ Applied Load Average Allowable 8afe4y Dealgn Resistance Dlreaflon Ultimate Load Factor, Load Factor, lbs (N) lbs (N) FS lbs (N) · Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, 7+ 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Sliding, Xt 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620 End clamp m~terlal: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 · Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized · End clamp weight: varies based on height: -0.058 lbs (26g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount sedea beam to retain a module in the direction indicated Assemble with one Unirac %'-20 T-bolt and one V~-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 fi-lbs of torque Resistance factors and safety factors are determined according to part I section 9 of the 2005 Aluminum Design Manual and third- party test results fTom an lAS accredited laboratory Modules must be installed at least 1.5 in fTom either end of a beam Applied Load Average Allowable 8af~J Design Reslatanca Direction Ultimata Load Factor, Loads Factor, lbs (N) lbs (N) F8 Ib~ (N) · Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, 7+ 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X:~ 142 (630) 52 (231) 2.72 79 (349) 0.555 d"UNIRAC SolarMoun! Beam Connection Hardware $olarMount L-Foot Part No. 304000C, 304000D L-Font matarlah One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 Ultimate ~enelle: 38ksi, Yield: 35 ksi Finish: Clear or Dan~ Anodized L-Foot weight: varies based on height: ..0.215 lbs (98g) Allowable and design loads are valid when components are assembled with SalanMount redes beams according to authorized UNIRAC documents For the beam to L-Foot connection: · Assemble with one ASTM F593 %"-16 hex head screw and one ASTM F594 %'esrmted flange nut · Use anti-seize and tighten to 30 ft.4bs of torque Resistance factors and safety factom are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-par[y test results Eom an lAS accredited laborato~ NOTE: Loada are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment roa~od Dimensions specified in inches unless holed Applied Load Average ~afety Doalgn Reslatance Direction Ultimata Allowable Load Factor, Load Factor Ib~ (N) lbs (N) F$ Ibe (N) · Sliding, 7+ 1766 (7856) 755 (3356) 2.34 1141 (5077 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 Traveme, X.-I: 486 (2162) 213 (949) 2.28 323 (1436) 0.664 .'i;UNIRAC $otarMount Beams Pad No. 310132C, 310132C-B, 310168C, 310168C-B, 3~0~68D 3~0208C, 310208C-B, 310240C, 310240C-B, 310240D, 4~0144M, 410158M, 410204M, 410240M Pfopef~us Units ~olafMount 8olaf Mount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus (X-Axis) in3 0.353 0.898 Section Modulus (Y-Axis) in3 0.113 0.221 Moment of Inertia (X-Axis) ina 0.464 1.450 Moment of Inertia (Y-Axis) in~ 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR ~ I ~K SLOT FOR -~Ln A, nJ/ .750 ~ Y SolarMount Beam SLOT FOR 'r-BOLT OR .~1'728 "J BOTTOM Clip ~[~ J[ 3.000 SLOT ,L-r--ii- y = 1,875 =j I~X SolanMount HD Beam Dimensions spedfled in inches unless noied AURORA: ~~e $~ of?o~,~ Photovoltaic Inverter General Specifications Outdoor Models PVI-5OOO-OUTD-US PVI-6OOO-OUTD-US High-Efficiency, 5kW to 6kW Inverters Aurora· grid-tie transformedess inver~rs offer a unique combination of ultra-high efficiencies, installer-friendly designs, long sewice life, and competitive InitiaJ acquisition costs; significantly increasing return on investment in solar-power installations, Industry-Leading Features and Performance · High efficiencies deliver more energy - up to 97% (96,5 CEC). · Two inputs with independent MPPTs, optimize power from multiple arrays oriented in different directions. · Compact size and high power density: 6000W max of output power in s box junt 38 5/8" x 12 13/16 x 7 11/16" Unmatched Applications Flexibility · Full-rated power available up to 50'C ambient temperature. ', Dual input sections with parallel option, with independent bigh.spend MPPTs, optimize energy harvesting from multiple a~Tays orientsd in different directions. · W'~e MPPT operating renge: 90 to 580VOC Field-Proven Reliability · IP65 (NEMA 4) rated enclosure withstands the harshest environmental conditions. · Front-mounted heat sink resists contamination, enhancing cooling and increasing reliability and long-term efficiency. · Grid-connectsd operation according to internaUoncl standards, UL1741/1EEE1547 & CSA-C22.2 N.107,1-01 · Ten-year warranty, optionally extendable to fifteen and twenty years. Instal/er Friendly · Reverse-polarity protection minimizes potential danmge caused by miswiring during instalkition. · Front-par, el mounted LCD display provides real-time updates for ail critical operating parameters. · RS-485 and USB communications interfaces. · Integrated DC switch available in compliance with NEC Standard, Article 690 "Soler Photovoltaic System" (USA) · Anti-islanding p~ntection AURORA: '~J~ 'Invert ~~i~ ~ $~o~ o~?o~ Photovoltalc er High Efficiencies Across a Broad Range of Operating Conditions PVI-5000 and PVI-6000 inveders p{ovide 208/240/277 Vac seisctable outputs, at up to 97% efficiency (CEC 96.5). The graph to the dgM demonstrates the high efficiencies, across a conUnuous range of inp~Jt voltages and load conditions, for the PVI-6000. The graphs below depict the industry-leading performance of afl modeis at three discrete MPPT-voltage reference points, and a continuous range of load conditions. 250 $00 345 DC VO~a~ IV) .10% 400 480 97 50~ i ! 94,79595'3 ,3G% ~ i 94,4 94,1 93,8 -2096 93,5 93,2 92,9 92,6 0 0,1 O~ 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 AURORA ~ ~ of/~we~ Photovoltaic Inverter v~ DC Power [kW] 5.15 ~ 6.18 [~ ~ ~ DC ~ {~ 5~I 6.4 ~~ ~ n~ina {adJ~ ~in ~~M~Tm~ 2 ~. ~ ~, E~ MP~,[~ 4 4 ~ 2(I~MP~ 2{I~MP~ ~ ~ ~, ~ MP~ IA} 18 (~ ~oa ~) 18 (~ ~ o~) ~P~ ~V~ 4(2~M~ 4 (2 ~, 2 ~ ~I~L BLO~ ~ ~ 3 ~TS: GI&I~ ~ Gl' (~ ~g r~) c~cma ~ss SEC~: U~ A~ ~ ~ ~ ~ ~ 187.2-~4.6; 21 ~2~.2; 249,~,2 ~~zl ~ ~ ~ C~ [Al 24; ~;18 (~ ~ ~} ~ 29; 25;21,6 (~ ~ ~) i~ =(~-~/~-~) ~RMIN~ ~K ~ ~ 3 ~K~S: ~1 &lff Or Gl' (~ ~ r~) ~CTOR CR~ SE~: AW~ ~ ~ F~m 1 ~~) ~c ~ ~.5% ~ln~~ ~ Tm~ ~ N~ra ~ng ~T~ FC] -~/+~ {~~C) ~[~l ~ ~) [~] ~ ~ x 12 1~ x 7 11/1~ ~1I RS~S (~g t~ ~ - ~ ~ ~: 0,~1 ,~AWG~I 6) ~im U~ ~m (~) Standards and Codes NJrora invmters comply with standards set for grid-tied opemtimL safety, and dectromagneSc comp~hb~7 including: UL1741/IEEE1547 & CSA .C222 N.107.1-01, VDE0126, CE111-20, 0K5940, CEI64-8, IEC 61683, IEC 61727, EN50081, EN50082, EN61006, CE cmtiflcatJon, El Red Decreto RD1663/2000 de Esi)aria. ..~. ~ AURORA: ~~'~h~of~owe~ Photovoltaic Inverter Diagram and Operating Configurations Vo~6OOVm~ ¥nom= 389V Inverter electrical block diagram Power-One Mc. 740 Cage Piano Camm411o, C~ffo~ - 93012-8583 mJsales-us~power-one.com www,power-one.com GE N ERAL NOTES R~of Section A mean roof height 26 ft pitch 4 in/12j /,F -ROVED BY SITIEPRICRrTOS'ART'NGTOWORKA~S~LLFAMILIARIZE 12 T"ESEO~"OS*S'"S'"UU~"'SO~SERV,CEAR~ANDS~LL rafter spacing 16 in CC ~ ..~ ~.~,RD'~ OF TRUoTE~ [.~ A~E WITH ~' FOR WHICH TH~ ARE ~ IS EXECUTED ~ NOT THEY A~ Reflected roof rafter span 15.4 ff 10 TH' O'"'~ C'TR~CT~ ~L[ 'E RES~'I~E F~ C'''N~ '"A ~ ~"~'"~"'0"~" .~,w.~, Roof Cross Section ~¢~ ;~r: ' CONDUIT I: FROM AR~Y ' INVERTER SERVICE ,~ ~ ~ ~ ~i [~ OCT - 5 20ii I AC AC DC DC --::" TYPICAL RISER DIAGRAM ' ' N.T.S. To my ~st belief and information the wo~ in this document is a~urate, conforms w~ the .~ 4 ~o~ go~rning ~des applicable at the time of submission, conforms with reason~le s~ndards .~.~ 3 ~PICAL CONNEXION ~AIL · A~ ROOF PEN~ ~ ~ON5 A~E TO BE ~EALED Of practi~, w~h the view to the saf~uarding of life, heal~, prope~ and public ~lfare, R~isi~ 2 ~ PANEL W~ ~i~FLEZ O~ E~UIVALENT ~EA~ and is the res~nsibiliW of the li~n~. .~ 1 ~11 ~e ~el as per ASCE7, Meth~ 1: k Cg ~2) ~,~ i(~ ~) ~ . PACIFICO EN~INEERINO PC p~ =A Kzt Ip~ (eq 6-2) Ka(~6.5.7) I p~ (fig 6-3) ~7.9~. ~;~ PO Box SA~iLLE. NY CLIMACTIC AND G.und Wind S~., Live Icad, poi.tload,pUllOUtlb Fastener .~ s.ci.'imim's~r a.n, //';~' ~D ~ '~'¢ ')',~ --.o,~ ~ 6EOG~PHIC DESIGN Catego~ Snow Load, 3 sec gust, pnet30 ~r ~ Jo~ CRITEBA Pg mph ASCE 7, ~f mi~, in Roof Section A C 20 120 66 720 5/16" d~ screw, 4" length 48 ,,~ ,.¢ ~ ~ ~¢ ] z] ~o C¢~r Point Pr E, So~¢AoI~, NY ~,O ~ / PROPOSED SO~R ENEMY ~N~TA~ON ~~~~n~ ~ENE~L NO~S, ROOF SE~ON, DATA, DETAf~ AND SPECS NY ~6t8~7~3~ 0~/~/~ ~ NOTED · o¢ N 24'- 5~ Plunbin9 ven~ Lo be noved to front roof PANEL: QTY: LENGTH: WIDTH: WATTS: PV Panel A Kyocera KD245 21 65.43 in 38.98 in 5145 ROOF LAYOUT NY 066182 / i'~J 24GE04744306 PROPOSED SOLAR ENERGY INETALLATION ENERAL NOTES, ROOF SE~ON , DATA, DETAILS AND SPEC~ oe/~/~ lAS NOTED -002-.00 SEP 3 0 2011 SURVEY OF LOT 101 SUBDIVISION MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20. 1927 $ITUA TED A T BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1OO0-90-O2-20 SCALE 1"=20' AUGUST 14, 2007 101.6 / / / / AREA = 26,;344 sq. ff. TIE LINE) 0,605 QC. .'100.0' IV 79'3?'50" W 101.08, NOTE: THIS PARCEL ALSO BEING KNOWN AS LOT 10 ON MAP No. 1 OF PART OF PROPERTY OF EDWIN H. BROWN FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JANUARY 27, 1926 AS FILE No, BO2 N.Y.$. Lic. No. 50467 Nathan Taft Corwln III Land Surveyor PHONE (631)727-2090 Fax {631)727-1727