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Home My WebLink About38231-Z Pacifico Engineering PC ~ ~ ~ ~ Engineering Consulting 700 Lakeland Ave, Suite 2B r~~l Ph: 631-988-0000 Bohemia, NY 11716 E GIN G ~ Fax: 631-382-8236 www.pacificoengineering.com - engineer@pacificoengineering.com June 24, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 ' Southold, NY 11971 ~tP 19 o~,,t cUU~ Subject: Solar Energy Installation for John Forestieri Section: 5p 975 Anderson Road Block: 1 Southold, NY 11971 Lot: 15 I have reviewed the proposed renewable energy installation at the subject address. The structure can support the imposed live and dead loads. The units are to be installed in accordance with the manufacturer's installation instructions. 1 have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, GEOGRAPHIC DESIGN Category Snow Load, Speed, 3 pnet30 per sec gust, ASCE 7, CRITERIA Pg mph psf Ground Mount A C 20 120 51 Solar Array ~,~PSE OF NF Q,P.~PH pqC ~ ~ O ^ 1h n n m Z Ralph Pacifico, PE Q7 Professional Engineer q 9O~ s r82 G~c' Ral ~`S Engineer NV 066 GE04744306 Pacifico Engineering PC _ ~ ~ ~3 ~ Engineering Consulting 700 Lakeland Ave, Suite 2B !C ~ Ph: 631-988-0000 Bohemia, NY 11716 E, GIN Gc Fax: 631-382-8236 www.pacificoengineering.com engineer@pacificoengineering.com June 24, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for John Forestieri Section: 50 975 Anderson Road Block: 1 Southold, NY 11971 Lot: 15 I have reviewed the proposed renewable energy installation at the subject address. The structure can support the imposed live and dead loads. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. The climactic and load information is below: CLIMACTIC AND Ground wind Live load, GEOGRAPHIC DESIGN Category Snow Load, Speed, 3 pnet30 per CRITERIA pg sec gust, ASCE 7, mph psf Ground Mount A C 20 120 51 Solar Array 9~P~ E OF H r ~LP H PqC l ~ ~ Li,-. //~.t Q n m z Ralph Pacifico, PE Professional Engineer A 90,oF Br82 ~G\2 Ral EQ Engineer NY 066 GE04744306 r' - - GENERAL NOTES Roof Section A e C D Subject roof has no more than one layer mean roof height 25 ft 20 ft 20 ft 10 ft Panels mounted flush to roof no higher than 6 inches above surface. pitch 8 1/2 in/12 8 1/2 in/12 1 in/12 1 in/12 1. CONTRACTOR SHALL CHECK AND VERRY ALL CONDRIONS AT THE II. THE OWNERSMALL SELECT pLL FNISH MATERWLS AND COLORS. rOOf rafter 2X6 2X6 2X6 2X6 SRE PRIOR TO STARTING TO WORN AND SHALL FgMILWRIZE r2. THESE DRAWINGS AS NSTRUMEMS OF SERVICE ARE AND BHALL HIMSELF wRH THE WTENT OF THESE PLANS AND MAKE WORK REMAN THE PROPERtt OF THE ENDINEER WHETHER THE PROJECT rafter spacing 24 in OC 241n OC 181n OC 18 in OC AGREE WITH SAME' FOR WHICH THEY ARE MADE 6 EXECUTED OR NOT. THEY ARE Reflected roof rafter s 2. COMPACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS. NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO pan 9.8 ft 9.8 ft 9.1 ft 12.1 ft PERMRS. CERHFIGTES OF OCCUPANCY, NSPECTpN THIS PROJECT IXCEPT BY AGREEMENTN WRRING AND WITH Max allowable roof rafters an 10.8 ft 10.8 ft 12.2 ft 12.2 ft APPRWMS.ETC.. FOR WORK PERFORMED FRDM AGENCIES HAVING APPROPRWTE CAMPENSATK*1 TD TIE ENGINEER p JURISDICTION THEREOF. IF REWNED. A CIXBRM:iDRSIAVL PRDIECt, PATCf1AN0(EPARALL fMi11NGY.tlR(MY,CFHtTDHSWIXix, 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OR DUNG®AS RFSIAt OF NRNYJWL ALL RULES AND REWLATONS OF THE RESPONSIBLE JURISTICTION. a iFE SUBLdlrPACrp6SNALLPRW[IEALLEgW1ENT, TOOLS,FDM$.TRNISPORTATpNS. 4. ALL METHOp3 OF CONSTRUCTION ARE TO BE CAREFULLY SAFE(A1Na5,ETC.. AS REWRFD Fpi TIIE PRDPaIEXECUIKMI OF ihERWOMC SUPERVISED BY THE CONTRACTOR. tS CdORACrd1 TO EFFECTAID MAMAN NMXVWLF, IE Cq/rPACfORS LNNIIY. AVPoBNNS S. IFNTHE COURSE OF CONBTRUC110NACONORNJN EXIST9 ~~~CdFlE1H10fEHA1NML EtC.ADEpNiE Pogl1E %NPo9ESOF 1NBHm1ECTNW WHICH DISAGREES WRH THAT AS INdCATED ON THESE PLANS. FUA~PRO~OF SNE PRI011 TOCOINBICNGVNIMMCfAC THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENrJM1EER. 3HWID HE PgIL TO FOLLOW THIS PROCEWRE AND CONTINUE M. EACH SUNONfPILICR SHAl18ERE9P016NEFOR YAMANNG SAFET'IX1 TIE A'B91fE a.RNG WInI THE WOPo(. HE SHALL ASSUME ALL RESPONSI&LRY AND TIE Lg6iRU1:IICNRLA.9E TOCpRLY WRH THE PHAAAIpNSANO RfpAPBJBRSOF LNE LUIBIUTY THEREFROM. CCOIPAipWLSAFEtYANO MFALiH AdIKSIRAigH TIA59rWLINCLLCE, BIRARE NDTUMRFD TO 6. ALL STRUCTURAL STEEL SHALL BE M33 AND SHALL BE PRWONG FGR AilEDIMTEANDPROPERNUCNG. SAFETY RAt1G5 MN 5ECMIE FDOINGS FORALL '12 FABRICATED MID INSTALLED AS PER UTEST q.I.SC. iEIiCI+ARY 9CPA'IXDNG,STARS.ETC.. 0.S WdLAS PERWNIXr WN611RUUDrK1N. ~ / SPECIFICATIONS. 17. FIGURED C~ENSIONB SI44LL GWERR OONOT SCAIE dUWNGS. WHERE DMIENBIONS ARE _ ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. SRI' ES7ABUSIED BY EXLSIING CdiDRprE. EACH CONTRAGTdt SHALL VEPoFY IXKiTING COIar1aN5 THICK UNLESS OTHERWISE NOTED. PRKM RI ORDERING IIMTEPWIS AND COMMENCBa WRH WORK SEE DET. ~ S. ALL EIECTRK:AL WORK SHALL SE BOARD OF FIRE UNDERWRRERS 1&CONIRACTOR SIULL DOORONATE Ml PFMSE$CR WDRKWITH THE REWRED PARRES. ALL APPROVED AND IN ACCORD,WCE WITH N.EC.dNYS ^Eg OF ApJACENT FAC11rIES OPEAATIONB SHALL BE I.WNTAYIED OURNG COIATRUCTKKi. COOESS REGUUTION3. CONIMCTOR SrMLL KEEP SIIE FREE OF CONSTRUCIgN DEBRS Ara KEEP SDE FlALY ACCESBIBIE 9. qNY DEVIATION FROM THESE PLANS WRHOUT THE WRRTEN TO THE PUBLIC WRNGIIOIIRS OF CPERATgN. CONSEM OF THE ENGNEER WILL NEGATE THE ENGINEERS CERTIFK:ATION OF THESE %.ANS. 13 COrRFMCigt TO REMOVEALL DEBRIS CREATED BY THIS WORN FRdA THE SITE AND DEPOSE OF SEE SET. 1 10. THE GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR CUTTNG. NALEGAL MNNER ON A'NEEKLV BASIS OR SOONER RCONORIONS WARRANT. Roof Crot+~+ Cp^4lO„ FITTING Oft PATCHING REWIRED TO COMPLETE THE WORK OR TO Zp, AT THE COIIPLE110N OF WORK, RIE SITE 6108E CLFARED OFALL OF.BRR Ara EXCESS 1 JJ Jai IA` , 1 MAKE rl'S PARTS FTT TOGETHER PROPERLY. LMTERMLS. THE FACRJIY ISTD BE IEFi BROOM CLEAN ANp WOPo( LS TD BE COMPLETED TO N.T.S THE TOTAL SATISFACTION a THE OWrER FRaR i0 REI.EPSE 6 RNAL PAYMENT. ' CONDUIT -r. ~ ~ FROM ARRAY -r, INVERTER L ~ ~ METER 1 ~ ±„Vile I i l~~d 49111 V;r SERVICE PANEL AC AC DC DC ~a ,r ~ Mitl Clornp ~ TYPICAL RISER DIAGRAM N.T.S. Ertl ~ j RISER DIAGRAM SHOWN FOR REFERENCE Revision 5 $dOTAAOIJFV Rai .z~.i f To my best belief and information the work in this document is accurate, conforms with ReYlsiona Rai ~ the governing codes applicable at the time of submission, conforms with reasonable Revision a TYPICAL CONNECTION DETAIL 1 ALL ROOF PENETRATIONS ARE TO riE SEALED standards of practice, with the view to the safeguarding of life, health, property and Revision z PV PANEL WITH SIKAFLEX OR EQUIVALENT SEALANT $BCtIOn: 50 Revision I as per ASCE7, Method 1: A (fig s-z) 1.35 I (table 6-1) 1 Pnet = ~ Kzt / P net9O (e9 6-2) Kn(sec ss.~> 1 Pne13o (fig 6-3) -25.9 Lot 15 ~,~P-(E OF ti~ 70o Lakeland Ave, Suite 2Q, f3oHewLia, NY 11716 CLIMACTIC AND Ground t^/ind Live load, MaXimim * Ppd.PH PqC~ Te:631-988-0000 Fax: 631-382-8236 Email: eHL ivLeer@ acificoen iHLeerin .cowl Speed, 3 point pUllOUt fastener ~ ~,p m ' a sn~ GEOGRAPHIC DESIGN Category Snow Load, sec gust, Pnet30 per load, Ib Fastener type spacing along ~ i0 CRITERIA Pg mph ASCE 7, psf rags, in ° John Forestieri Roof Section A C 20 120 35 228 5/16" dia screw, 3-1/2" length 48 m * 975 Anderson Road, Southold, NY 21971 O S -DD1.OO B 35 228 5/16" dia SCrew, 3-1/2" length 48 q " ~ PROPOSED SOLAR ENERGY INSTALLATION .fl 066j n.a..,,.~PV<.;we.. C 38 248 5/16" dia SCrew, 3-1/2" length 48 O,~ 82 ,ar,~ GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS ~jrAl@ ngineer , s~i~ C 38 409 5/16" dia screw 3-1/2" len th 48 N 04744306 006/24/13 AS NOTED 1 of 3 29,_0" 34'-0" 18" CLEAR PATH 0 ~ ~ ~ ~ ~ ~ ,ter N ~ ~ ~ ~ ~ w - o ~ ~ 1- 1. 1- ih W W W W W W 1. ~ ~ ril W w Q W W W O Wry W` W Q r _ M ru w Ci ET Er W W r11 18'-1'/2" PROPOSED SOLAR INSTALLATION ~ 1s'-o^ ~ 2r-o° FLUSH MOUNTED ROOF LAYOUT of IFI I EE I PV Panel ~P~E NFL, 700 Lakeland Ave, Suite 2(3, f3otievnia, NY 11716 A B C D r~ Q,P~PH Pq(,+~ Te:631-988-DODO Fax: 631-382-8236 Evnail: en ineer@ acificoen ineerin .cove n v~ ~ :a~., o.oa o. : ,K ET- ET- ET- ET- ~j John Forestieri PANEL: P660250 P660250 P660250 P660250 QTY: 4 17 6 13 m v ~ 975 Anderson Road, Southold, NY 11971 C r (y when ocs,~pno.~. J ~DO~.OD LENGTH: 64.57 in 64.57 in 64.57 In 64.57 in ~p p6, PROPOSED SOLAR ENERGY INSTALLATION I have reviewed the roofng structure at the subject address. The structure can support the additional 'y 6782 o.awy o.:.n~ro.,: weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's y~/ IDTH: 39.06 in 39.06 in 39.06 in 39.06 in OFF E~ GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS installation instructions. I have determined that the installation will meet the requirements of the 2010 Ralp a$IQ ngineer oa.: :~i.: NVS Building Code, antl ASCE7-05 when installed in accordance with the manufacturer's instructions. y~/ATTS: ~ OOOO NV 0661 E04744306 06/24/13 AS NOTED 2 of 3 SITE PLAN ~ E ~ p'CE OF NFI/ji 700 Lakeland Ave, Suite 2T3, (3okeKnia, NY 11716 5~ LPH PACGc Te:631-988-0000 Fax: 631-382-8236 Eonail: en ineer@ acificoen ineerin .corn » Q'P - w ~P 9 soa. o.o;~ o, sw.a r ° Jokn Forestieri n m 975 Anderson Road, Southold, NY 11971 Gr lut Dcssr~pfiw: S -003.00 m0 s ~2~ PROPOSED SOLAR ENERGY INSTALLATION X66182 U' o.~~y o~~wo~: 90p ~,~a GENERAL NOTES. ROOF SECTION, DATA, DETAILS AND SPECS Ralp fiS~F4ID ngineer sai~ NV 066 E04744306 D~o6/z4/13 AS NOTED 3 of 3 SOLARMOUNT 2X8 RAFTER RAIL TYP. 48" OC TYP. o ~ ~ - - t - N - ~ - N ~ ~ ~ I~ ~ ~ ~ I ~ l r O I I 1 - 07.23.13 ISSUED TO E2E ~ 4~_On NO. DATE REVISON /ISSUE TOP VIEW OWNER: JOHN FORESTIERI TYP. (PERPENDICULAR TO PANELS) PROJECT: JOHNFORESTIERI 975 ANDERSON ROAD SOUTHOLD NY 11971 ~rl,~l r PACIFICO ENGINEERING PC PACIFICO ENGINEERING P.O. BOX 1448 - SAYVILLE, N.Y. 11782 (631)988-0000 r M - - - - WWUV.PPCIFILOENGINEERING COM ENGINEER~PPCIFICOENGINEERINGLOM ~ - - - - P.E. SEAL ~PZE OF NF 1 1 1 1 1 ~ 1 a y ~,~PH P,qC O i i it i i i i i i i i Ii i i ~ ,n ~ II I~ ~1 II II II II I~ ~I II II II II I~ m I I I I I I I I I I I I I I » I I II I ~ ~ ~ I I ~ ~ ~ ~ I - I I I I I I I I I I I I I I ~ ~ O I I I I I I I I I I I I I I OO - II 11 II II II II II II II II II II II II ~ ~ I I I I I I I I I I I I I I '9p 66182 I I I I I~I I~I I II I~I I~I ~ ~G I I I I I I I I I I I I I I RPLPM FS { GINEER I I I I I I I I I I I I I I L__J 4~_O~~ L__J L__J L__J L__J L__J L__J °30fi SHEET TITLE: REAR VIEW REAR BRACING TOP & FRONT EAST-WEST vlEws SCALE: 1/4" = 1'-0" DWG # 2X4'S TYP. EVERY BAY DATE: 07.23.13 G-001.00 1 OF 2 2X8 RAFTER 48" OC TYP. 4X4 POST ~2 48" OC TYP. NORTH-SOUTH 4X4 _ SUPPORT 48" OC TYP. 2" DIA ANCHOR BOLT `'J 07.23.13 ISSUED TOE2E ~ I} NO. DATE REVISON /ISSUE 5" MIN EMBEDMENT V OWNER: JOHN FORESTIERI 1 PROJECT: JOHN FORESTIERI I I I I O I II I I 975 ANDERSON ROAD SOUTHOLD NY 11971 II II II II - I I i I ~ I ~ ~ I PACIFICO ENGINEERING PC ~ I I j j l I j PACIFICO ENGINEERING ~ ~ I _0411 i t i O SAYVILO E~ N Y. 11782 (837)988-0000 I I I I WWW.PACIFiCOENGINEERING COM ENGINEER®PACIFICOENGINEERING COM I i i ~ i P.E. SEAL OF ~ ~E N ~ PC FOOTING, 2500 PSI L----J 81_611 *Gj~~LpH pqC/~i 9 18" MIN DIA BY 48" MIN DEPTH m BELOW GRADE, 24" ABOVE GRADE SIDE VIEW ~9°~ss782 RFLP + ~ GINEER k~ 20 FOOTINGS REINFORECED WITH SHEET TITLE: SIDE VIEW #5 BAR SCALE: 3/8" = 1'-0" DWG # DATE: 07.23.13 G-O02.~~ 20F2