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Home My WebLink About35644-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34519 Date: 08/25/10 THIS CERTIFIES that the building ACCESSORY SOLAR PANELS Location of Property: 85 SILVER COLT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 95 Block 4 Lot 18.1 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 10, 2010 pursuant to which Building permit No. 35644-Z dated JUNE 14, 2010 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 ACCESSORY SOLAR PANELS AS APPLIED FOR. The certificate is issued to JOSEPH & BERNADETTE PETERSON ( OWNER ) of the aforesaid building. SUFFOLK COUNTY DBPARTM~TP OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 35644 08/09/10 PLUMBERS c~KTIFICATION DA'i'~u3 N/A Signature Rev. 1/81 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. 35644 Z Date JUNE 14, 2010 Permission is hereby granted to: JOSEPH PETERSEN 85 SILVER COLT RD CUTCHOGUE,NY 11935 for : CONSTRUCTION OF ACCESSORY GROUND MOUNT SOLAR PANELS AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 095 pursuant to application dated JUNE Building Inspector to expire on DECEMBER 85 SILVER COLT RD CUTCHOGUE Block 0004 Lot No. 018.001 10, 2010 and approved by the 14, 2011. Fee $ 163.60 Authorized 'Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTneICATE OF OCCUPAN~ This application mu~t be filled in by typewriter or ink and submitted to the Building Dep~ A. For new building or new use: 1. Final' surv0y of ProPea~ with accurate location of all buildings, property lines, str topographic features. Final ApprOval from Health Dept. of water supply and sewerage-disposal (S-9 form). Approval of electrical installation from Board of Fire Underwriters. '6. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.. Commereial building, industrial building, multiple residences and Similar buildings and installations, a ce~fieate of Code Compliance from architect.or engineer responsible for the building. Submit Planning Board Approval of'~ompteted site plan requirements. B..For ex~ting.buildings(pflor to April 9, 1957) non-conforming uses, or buildings and ,pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or tOpographic features. 2. A pr°perly c°mpleted applieation and ennsent to ~nspeet signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in w~iting to the applicant. C. Fees 1. Ceffificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00~ Additions to accessory building 325.00, Businesses $50.00. 2. Certificate of Occupancy on Preexisting Building - $100.00 3. Copy of Certificate of OcCupancy - $.25 4. Updated Certificate of Ocenpancy- $50.00 Temporary Certificate of Occupancy - Residential $15.01~, Commercial $15.00 · New Construction: Location of Property: House No. OWner or Owners of property:., · Suffolk County Tax Map No 1000, Section Health Dept. Approval: Planning Board Approval: RequeSt for: Temporary Certificate Fee Submitted: $ ~._~. Old or Pm. existing Building: (cheek One) ~-'~/"~ Filed Map... Applicant: Underwriters Approval:. Final Certificate: Toun ltall Anncx 51.375 Main Road P.O. Box 117!t Sottlhold. NY 11!~71-0!)59 Tc'k'llhonc (631) 765-1802 l:ax (631) 76,5-!1502 ro.qer, richert~,town.southold.ny.us I½1 !ILDIN(; 1)EI'AI/TM I,~NT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joseph Petersen Address: 85 Silver Colt Rd. City: Cutchogue St: NY Zip: 11935 Building Permit #: 35644 Section: 95 Block: 4 Lot: 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peterson Electric License No: 4102-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: photovoltaic system Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures [~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures[.~ Time Clocks Exit Fixtures [~ TVSS Notes: system consists of, 36 Trina 230 solar panels, 1 Sunny Boy 8000 inverter, sub panel, lac & 1dc disconnect Inspector Signature: Date: Aug 9 2010 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PEti,' ,.ATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE ~ -~ ~'~ '"-/0 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ INSPECTION [ ] FOUNDATION l ST [ ] ROUGH P~LBG. [ ] FOUNDATION 2ND [ ]~ULATION [ ] FRAMING / STRAPPING [ ~'J~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ,~///~ ~//~ J DATE ~J/~ //~) INSPECTOR__~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 L TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved q/~, 20/O Disapproved a/c PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Expiration 5tuilding Inspector Mail to: ~ [~ ~ ~ ~ ~ ~ ['~,('LICATION FOR BUILDING PERMIT I~tl il[II Date_ (~:~ '"~2. ,20/O . Thi~ ann ' ' _ .... :,.om >:tely filled in by t~ewriter or in ink and submitted to the Building Inspector with 4 of to sch au . . P!:: p'.aX51;~,.,- -"-g location m lot"' ~nd of buildings on prmnises, relationship to adjoining premises or public streets or areas, and wate~ays. c. The work covered by this application may not be commenced before issu~ce of Building Pe~it. d. Upon approval of this application, the Building Inspector will issue a Building Pemit to the applicant. Such a pe~it shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pan for any pu¢ose what so ever until the Building Inspector issues a Ceaificate of Occupancy. L Evew building pemit shall expire if the work authorized has not commenced within 12 months aaer the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the propeay have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pemit for an addition six months. Thereafter, a new pemit shall be required. ~PLICATION IS HEREBY MADE to the Building Depaament for the issuance of a Building Pe~it pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building lbr necessa~ inspections. -~ ~ ( 'g~o~ap~ic~ name, ifa co¢oration) ~.~ t (Mailing address o,f..allplic.ant),~._ Stale whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~O,,~& (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whicNoroposed wark will be d e: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block Oq Lot /t (~:~'. l Filed Map No. Lot State existing use and occupancy of premises,, and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ b. Intended use and occupancy. 3. Nature of work (check which applicable): New Building_ Addition Alteration Repair Removal Demolition Other Work V 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8.. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front Rear _Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO__ 13. Will lot be re-graded? YES NO__Will excess fill be removed from premises? YES__ NO 14. Names of Owner of premises_~/"~f'-~-~'~ Address ~!~"' $,'/~ ~t~'"t"/~/.,,~lBne No. ~ ~ ! ".fl ~ &'"'"/~,J~ 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 __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * 1F YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at '10 feet or below, must provide topographical data on survey. 18. Are ~here any covenants and restrictions with respect to this property? * YES __ NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF~4~ '~S--'~--~~' ~5~-----'~¢,_~ being duly sworn, deposes and says that (s)he is the applicant (Name oY individual signing contract) above named, (Contractor, Agent, Co¢orate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge hnd belief; and that the work will be Sworn to before me Otis day ot~ ~ Notary Public performed in the manner set forth in the application filed therewith. nature of Applicant Tow~ Hall Armex 54375 Main Road P.O, Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1801 r~er. richertL~,t~ (wn~.~gu~o~.ny. us BUILDING DEPARTMENT TOWN OF SOUTHOI.n APPL[CAT[ON FOR ELECTR[CAL INSPECT[ON ) BY: Company Name: Name: iPhone No.: Date: -/0 *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: JOBSITE INFORMATION: (*IndiCates required information) *Name: /~-/'~/ ' 1000 Sectior{: . O~ Block: ~'~ *BRIEF~ESCRIPTIO~ OF WORK (Please Pdnt Clgady) Lot: (Please Circle All That Apply) *Is.job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed) · *Service Size: 1 Phase *New Service: 'Re-connect Additional InfOrmation: Rough In Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH A_ PPLICATION ~\ ~ 82-Request for Inspection Form OWNER FORMER ~OWNER TOWN OF SOUTHOLD /2:, / N ..,3 . .._,. S W T DATE PROPERTY- ,RECORD. CARD VILLAGE EuT~c,doy u ~'" E RES. ~:9 SFAS. CO~. C.. M,CS. LAND IMP. RENI~RKS /~00 TYPE OF BUJLDING Mkt. 'alue Tillable ~oodland ~eadowbnd House Plot Fotal FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD Extend;on Extension . .F-.~er~ion ;~LOR ~J TRIM VJ Porch Porch Breezeway Foundation Basement Ext. Walls Fire Place ~,~Z.~"~ Type Roof z~ ~.,/Recreation Room ~.7/¢~:3 Dormer Bath Floors interior Finish Heat Garage ~-c~ xZ I = ,o~ z,o c~,~l.~._ %ams 1st Floor Patio \ 'z- ~. \.~-= t,'/.& ,~;~ Rooms 2nd Floor ~ · Driveway/ Total Dir~ette' LR. DR. {BR. IFIN, B Tom~ I lall Annex ,5 ~375 Main Road P.¢). Box 1179 Southold, NY 11971-095!1 Telephone (631) 765-1802 Fax (63 [ ) 765-9502 BI !ILl)lNG 1)EPAI/TMENT TOWN OF SOUTHOLD August 16, 2010 Joseph Petersen 85 Silver Colt Road Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: ~ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~ Afeeof $25.00. __ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 35644-Z solar panels J SU~Y F~: dOSEPH PEIERSOS . LOT I, "OREGON VIEW ESTATES MAYAU6 7,1985 I AT CUTCHOGUE OA~E, JAN 7,~98 I ~N ~ SOUTHOLD SC~E: ~"=50' I SUFF~ ~TY, NEW ~ , ~. 84-1275 * I ~[Y Ia v~ M~C~ON ?Zoe ~ THE MET~ITAN ~ITLE GUARANTY I KW Y~K STA~ ~WTt~ ~ ~ YOUNG YOUNG ~ Project IPetersen Elec Quote DRB-LA-100503*t052 ProJe=t Ident: Petersen Eec Cuetomer: SUNation Contact: Mike Bailis Revision 0 Address1: Address: 1217 Montauk Hwy Phone: 631-750-9454 Preparer danb Address2: Address2: Phone2: City, ST, Zip: , 1t769 City, ST, ZIp: Oakdale, NY11769 Email: solardudelO25~aoLcom ULA Geometry ~ TUna TSM-230-PA05 N-S Dim (In): 39.06 N-S Spacing (In): 1 E-W Dim (in): 64.69 E-W Sparing (in): 0 Thickness (in): 1.81 Power Rating (W): 230 Orientation: L Weight (lbs): 43 # Rows: 4 Column N-S Length (in): # Columns: 9 Array E-W Dlmer~on (in): SubArray Modules: 35 Array N-S PmJecUen (in): Rails Per Module: 2 Extended Rail (In): 3 161 # SubArrays: 582 Total Modules: 36 164 ULA Power Rating CkW): 8.28 NOTiF~ BUILDING DEP~:",,it~-----~ ......... ~ 9_._,.~ 765-1802 8 AM TO 4 ,,~ FOR DiE] ~ 86.0 FOLLOWING INSPECTIONS I 1. FOUNDATION- T~ REQUIRED ~, .~A~y~roj~n FOR POURED CO~ 2, R~H- F~I~. ~, ST~ING. ELEC~ICAL & CAULKING 3. I~ 4. FINAL- CONSTRUCT!0~ g E~EC '~ICAL MUST BE COMPLET~ F~ C O ~ , ALL CONSTRUCTION SHALL MEET THE REOUIREMENTS OF THE CODES OF NEW ' ' STAre, FOR DESIGN ~ ~m~ E~S. f~g ¢' ' ..... Monday, May 03, 2010 Rail Length (In): AD 164 164 In Tilt Angle (deg): O 30 30 degrees Rail Span: BC 98.4 99.3 In Rail Overhang: AB, CD 32,8 32.35 in Front Edge Height: AE 28 28 in Rear Edge Height: DH 110 110 in Front Leg Length: BF 44.4 44.18 in Rear Leg Length: CG 93.6 93.83 in N-S Cross Brace Lellgth: BG 148.81 96.b ,n r-~ ~ N-S Cross Brace Angle: I~ 17.36 27.1! degree~Z ~ N-S Leg Spadng:~~~r~ . 142.03 86 --~ ~c_. ]~ · e., '/,.~xv .,~.. '~.\'~ ~ ~ ~ I ~ I ]~ngineeri~g Re~H- Page 1 of 11 Project IPetersen Elec I Quote DRB-LA-t00503-1052 Project Ident: Petersen Elec Cuetomer: SUNation Contact: Mike Baitis Revision 0 Addreeal: Address: 1217 Montauk Hwy Phone: 631-750-9454 Preparer danb Addreae2: Addreas2: Phone2: City. ST, Zip: , 11769 City, ST, Zip: Oakdale, NYl1769 Emaih solardude1025@aoLcom Wind Load Calculations ~ Tilt Angle (deg]: 30 Array Height above ground: 0 Exposure Category: C Basic Wind Speed, V (mph): 120.00 Imbortanoe Factor: 0.87 Roof Zone Multiplier: I qn = O'O0256K, K,tKaV21(lb / fl2) Adjustment Factor for height and Exposure Category Kz: 0.85 Topographic Factor (assumed to bo I for level ground) Kzt: 1 Directionality Factor Kd: 0.85 Wind Load (ps~ qh: 23.17 Uplift Down Force Front Leg: -35.45 Front Leg: 51.21 Rear Leg: -49.24 Rear Leg: 41.36 Load Caoa A Load Case B Load Case A Load Case B Front Leg -1,8 -0.5 2,1 2.6 Rear Leg -1,8 -2.5 2.1 1 Average -1.8 -1.5 2,1 1.8 Gust Effect Factor (G): 0.85 p = qnGCn Load Case A Load Case B Load Case A Load Caea B Cn (Front Leg): -3SAS -10 41.36 51.21 Cn (Rear Leg): -35.45 -49.24 41,36 19.69 Cn (Avg): -35.45 -29.54 41.36 35.45 Monday, May 03, 2010 Engineering Report - Page 2 of l I Project IPetersen Elec I Quote DRS-u~4ooso3-~0s2 Project Ident: Petarsen Elec Customer: SUNation Contact; Mike Bailis Revision 0 Addresel: Addres.: 1217 MontaukHwy Phone: 631-750-9454 Preparer danb Address2: Addrese2: Phone2: ClbJ, ST, Zip: , 11769 City, ST, Zip: Oakdale, NYl1769 Email: solardude1026~aoLcom Combination Load Analysis ~ Dead Load: 6.06 Assumed Snow Load: 5.7 Down Force Uplift Front Leg: 58.21 -31.25 Rear Leg: 48.36 -45.04 Ma~ (Absolute): 48.36 Dead Snow Wind Load Load Load Load Case 1 (downforce): 1 I 0 Load Case 2 (downforce): I 0 1 Load Case 3 (downforce): I 0.75 0.75 Load Case 4 (uplift): 0.6 I Wind Load Wind Load Case A Case B Load Case 1 (downforce): 12.7 12.7 Load Case 2 (downforce): 48.36 58.21 Load Case 3 (downforce): 42.3 49.68 Hax Downforce: 48,36 58.21 Load Case 4 (upl~): -31.25 -5.8 Wind Load Wind Load time A Case B Load Case 1 (downforce): 12.7 12.7 lead Case 2 (downforce): 48,36 26.69 Load Case 3 (downforce): 42.3 26,04 Hax Downf~rce: 48.36 26.69 Load Case 4 (uplift): -31.25 -45.04 Monday, May 03, 2010 Engineering Report - Page 3 of I I Project IPetersen Elec I Quote o.S*LA.~o0so3-*os2 Project Ident: Petersen Elec Cuetomer: SUNation Contact: Mike Bailis Revision 0 Addmsat: Address: 1217 Montauk Hwy Phone: 631-750-9454 Preparer danb Addreaa2: Address2: Phone2: City, ST, Zip: , 11769 City, ST, Zip: Oakdale, NYl1769 Email: solardude1025~aol.com I Ho~l~on~l Pil~ D~i~n I'i'l'l~' ........ i'lr Pipe Span (E-W Leg Sparing): 60 Number of Leg Pairs: 10 Horizontal Pipe Overhang (in): 20.07 Front Leg (pst): 58.21 Rear Leg (pst): 48.36 Maximum absolute value of Load ComblnaUon Loads 582 Pipe Selec~on: 2 in. Schedule 40 Modulus of Elasticity, E (psf): 4.18E+09 Moment of ~nta~a, ! (ft^4): 0.0000302 Secl:lon Modulus, Z (fi^3): 0.000413 Yield Stress, Fy (psf): 5040000 Anay Wicl~ (In): 582 Rail Length (In): 164 Max Distributed Load (pit): Pipe Span (in): Nlowable 8ending Moment (lb-R): Actual Bending Moment (lb-R): Actual/Allowable Moment: Nlowable Total Deflection LJ70 (in): Actual Deflection (in): Actual/Nlowable Deflection: Max Revised Max Revised 390.49 390.49 324.42 324.42 60.64 60.21 60.64 60,2! ].246.42 1246.42 1246.42 1246.42 1246,45 1228.84 1035.56 1020.92 10o% 99% 03% 82% 0.87 0.86 0.87 0.86 0.32 0.31 0.26 0.2S 37% 36% 30% 29% Monday, May 03, 2010 Engineering Report- Page 4 of I 1 Project [Petersen Elec ] Quote O,,.LA.~OOSO3.~O,2 Project Ident: Petersen Elec Cuetomer: SUNation Contact: Mike Bailis Revision 0 Addreaal: Addreu: 1217 Montauk Hwy Phone: 631-750-9454 Preparer danb Adding2: Addrose2: Phone2: City, ST, Zip: , 11769 City, ST, Zip: Oakdale, NYl1769 Emeil: solardude1025@aol.com IR al, Bending ~ Rail Length (In): 164 Rail Overhang (In): 32.35 Rail Span (in): 99.3 ,~.;; ..~.,.,.~, ......... iiq-iifllli~11['l Maximum Average Design Load (psiS: 48,36 Module Dim Perpendicular to Rails (in): 64.69 Rails Per Module: 2 DIst~buted Load (plf): 130.35 Ratl Selection: SolarMount HD E (psf): 1.45E+09 ! (fi^4): 0.0000697 Z (re^3): 0.000522 Fy (pst): 2736000 Allowable Bending Moment (lb-R): 1428.19 N:tual Bending Moment (lb-E): 1115.73 Actual/Allowable Moment: 78% Allowable Deflection (In): 1.41 Actual Deflection (In): 0.94 Actual/Allowable Deflection: 67% Monday, May 03, 2010 Engineering Report- Page 5 of I I Project IPetersen Elec I Quote Project Ident: Petersen Elec Cuatomer: SUNation Contact: Mike Baitis Revision 0 Addreeal: Addreas: 1217 Montauk Hwy Phone: 631-750-9454 Preparer danb Addrea$2: Address2: Phone2: City, ST, Zip: , 11769 City, ST, Zip: Oakdale, NY11769 Emeil: solardude1025~aol.com Force Analysis ~ '1 'Tilt Angle (deg): Cross Brace Angle (deg): E-W Leg Sparing) Rail Length: 3O 27.19 Front Leg (psf/Up): 60 164 Rear Leg (psf/kip): li'lllq'fl' Downf~rce Uplift 58.21 2 -31.23 -1.07 48.36 1.66 -45,04 -1,54 Down Force Uplift Axial Force In Front Leg: 1.73 -0,93 Axial Force In Front Cap: 3,73 -1.47 Shear Force Front Cap: 2 Max Magnitude Axall Force In Rear Leg: 1.44 -1.33 Axial Force In Rear Cap: 0.61 -0.56 Shear Force Rear Cap: 0.83 Max Magnitude Shear Force Rear Foot: 2 Max Magnitude Axial Force In N-S Brace: 2 -0.54 Resultant Shear N-S Brace: 1.78 Max Magnitude Resultant Axial N-S Brace: 0,91 -0.25 Axial Force Rail: 0.83 -0,77 Resultant Shear Rail: 0.42 Max Magnitude Resultant Axial Rail: 0.72 -0.67 Monday, May 03, 2010 Engineering Report - Page 6 of 11 Project IPetersen Elec I Quote Project Ident: Petersen Elec Customer: SUNation Contact: Mike Bailis Revision 0 Addreeel: Addmee: 1217 Montauk Hwy Phone: 631-750-9454 Preparer danb Address2: Addreel2: Phone2: City, ST, Zip: , 11769 City, ST, Zip: Oakdale, NYl1769 Email: soiardude10251~aoLcom Column Buckling Analysis Pipe SelecUon: Pipe Selection: ! [ Rail Se~Uon: 2 in. Schedule 40 2 In. Schedule 40 i [ SolerHount HD I E (ksi): 10,1 E (ksl): 29 E (ksi): 29 ' Fy (ksl): 19 Fy (kst): 35 Fy (ksl): 35 r (in): 1.1679 r (in): 0.791 r (in): 0.791 Palls per EW Leg: 1.86 Length: 44.18 Eft. Column Len. Fac: 1 Eft. Column Length: ,H.18 Slenderness Patio: 55.85 Critical Force: 17.87 Actual Force: 1.73 PaUo To Allowable: 9.68% Length: 93.83 Eft. Column Len. Fac: 1 Eft. Column Length: 93,83 Slenderness Ratio: 118.62 Critical Force: 10.22 Actual Force: 1.44 Ratio To Allowable: 14.09% Length: 9g,3 Eft, Column Len, Fac: 1 Eft, Column Length: 99,30 Slenderness Ratio: 85.02 Critical Force: 7.49 Actual Force: 0.83 Patio To Allowable: 11.08% Cross Brace Selection: 2" x 2" Aluminum Square Tube E (ksl): 10.1 Fy (ksl): 19 r (in): 0.7672 Length: 96.68 Eft. Column Len. Fac: 1 Eft. Column Length: 96.68 Slenderness Patio: 126,02 Cdflcal Force: 3.01 Actual Force: 2 Ratio TO Allowable: 66.45% Monday, May 05, 2010 Engineering Report - Page 7 of l l Project [Petersen Elec I Quote DRB-LA-t00'03-10'2 Project Ident: Petersen Elec Customer: SUNafion Contact: Mike Bailis Revision 0 Addreeel: Address: 1217 Montauk Hwy Phone: 631.750-9454 Preparer danb Addrele2: Address2: Phone2: City, ST, Zip: , 11769 City, ST, Zip: Oakdale, NY11769 Email: solardude1025@aol,com Seismic Design and Analysis ~ Latitude: 0 ASCE7-OS Methodology Longitude: 0 Site Class: A Importance Factor: 0 Roof Height: 0 Component Height: 0 Ss: 0 Mapped Accel. Parameter S1: 0 Mapped Accel. Parameter Fa: 0 Table 1613.5.3(1) Fy: 0 Table 1613.5.3(2) Sm$: 0 Eq # 16 -37 Sm1: 0 Eq # 16 - 38 Sds: 0 Eq # 16 -39 Sd1: 0 Eq # 16 *'40 Ap, Rp: 1.0, 1.5 Table 13,6- 1 Fp LRFD: 0 Eq 13.3 - 1 Fp ASD: 0.33 per 13,1.7 - OR - Seismic Zone: II! Direct Methodology Fp ASD: 0,33 Cross Brace Pairs: I Array Weight: 4640 Total Axial Force: 1531.15 lbs Cross Brace Selection: 2' x 2" Numlnum Square Tube E (kst): 10,1 Fy (ksi): 19 r (in): 0.7672 Area (SCl in): 0.9375 Max C8 Length: 111,49 Eft, Column Lea. Fac: 2 Eft. Coiumn Length: 222.98 Slenderness RaUo: 145.32 Critical Force: 3.01 Actual Force: 0.77 Margin Ratio: 25.6% Kip Kip Monday, May 03, 2010 Engineering Report - Page 8 of l l Project IPetersen Elec I Quote M.,-L~I00S03-~0Sa Project Ident: Petemen Elec Customer: SUNation Contact: Mike Bailis Revision 0 Addree$1: Addrese: 1217 Montauk Hwy Phone: 631-750-g45~ Preparer danb Addren2: Addrem~2: Phone2: City, ST, Zip: , 11769 City, ST, Zip: Oakdele, NY11769 Email: sotardude1025~aoLcom Footing Design lm]im.l~a Footing Diameter: 18 irt, Footing Depth: 42 lo, Concrete Density: 0.15 Ko' Soil Dersity: 0.1 KeF Max Uplift Force: 1,33 lOp Safety Factor: 1.67 Required Resisting Force: 2.22 Kip Concrete Volume: 6,19 cf Concrete Weight: 0,93 Kip Soil Volume: 63.26 cf Soil Weight: 3.16 lop Total Welgh~: 4,09 Kip Margin RaUo: 54,31% INFORMATION ONLY NOT TO BE USED FOR CONSTRUCTION Pier Height Pier Diameter Monday, May 03, 2010 Engineering Report- Page 9 of l l Project IPetersen Elec Quote DRB-LA-100503-1052 Project Ident: Petersen Elec Cuetomer: SUNation Contact: Mike Bailis Revision 0 Addreael: Address: 1217 Montauk Hwy Phone: 631.750.9454 preparer danb Address2: Address2: Phone2: City, ST, Zip: , 11769 City, ST, Zip: Oakdale, NY11769 Email: soiardude1025~aol.com Cap and Foot Design Cap Selection: Aluminum- 2" Front Cap Pipe Selection: 2 In. Schedule 40 Compressfon Tension Shear (kip) (kip) (kip) Allowable: 7272 -2.4 2,424 Actual: 3,73 -1.47 2 Margin Ratio: 51,29% 61,25% 82,51% ....... iriYll' Axial Axial Compression Tension Shear (kip) (kip) (kip) Actual: 3.73 -t,47 0 Cap Selection: Aluminum- 2" Front Cap A~al Axial compression Tension Shear (kip) (kip) (kip) Allowable: 7.272 -2.4 2,424 Actual: 1.44 -1,33 0.8:3 Margin Ratio: 19,80% 55,42% 34.24% Axial Axial compression Tension Shear (kip) (kip) (kip) Actual: 1,44 -1.33 2 Monday, May 03, 2010 Engineering Report - Page I0 of I I Project IPetersen Elec ] Quote rms-gAnoOso3.~o52 ProJect ldent: Petarsen Elec Customer: SUNation Contact: Mike Bailis Revision 0 Addreut: Addroaa: 1217 Montauk Hwy Phone: 631-750-9454 Preparer danb Address2: Address2: Phone2: City, ST, Zip: , 11769 City, ST, ZIp: Oakdale, NY11769 Email: solardude1025(~aol.com ~Deslgn Margin Ratios Horizontal Pipe: 2 In, Schedule 40 I Rail Selection: SolarHount HD Front Rear I I Rail Bending Moment: 78% Pipe Moment: 99% Pipe Moment: 82% Rail Bending Defied:Ion: 67% Pipe Deflection: 36% Pipe Deflection: 29% Rail Buckling: 11.08% Front Leg Bucklllng: 9.68% Rear Leg Bucklllng: 14,09% N-S Brace Buckling: 66.45% Cap Selection: Aluminum- 2" Fn:mt Cap Front Rear Axial Compression: 51,29% Axial Compression: 19,80% AxIal Tension: 61.25% AxIal Tension: 55.42% Shear', 82,51% Shear: 34.24% Margin Ratio: 25.6% Monday, May 03, 2010 Engineering Report - Page II of l I