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Home My WebLink About36405-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 8/15/2011 CERTIFICATE OF OCCUPANCY No: 35141 Date: 8/15/2011 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 690 Old Saddle Ln, Cutchogue, NY 11935, SCTM #: 473889 Sec/Block/Lot: 95.-4-18.8 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 5/20/2011 pursuant to which Building Permit No. Lot No. filed in this officed dated 36405 dated 5/20/2011 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: alterations and additions, including covered front porch and solar panels, to an existing one family dwelling as applied for. The certificate is issued to Burns, William Jude (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 5/20/11 3035684 and 36405 9/28/07 and 6/24/11 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 36405 Permission is hereby granted to: Burns, William Jude PO BOX 521 Cutchogue, NY 11935 Date: 5/20/2011 To: construction of an addition, front deck and solar panels to an existing one family dwelling as applied for. At premises located at: 690 Old Saddle Ln, Cutchogue, NY 11935 SCTM # 473889 Sec/Block/Lot # 95.-4-18.8 Pursuant to application dated To expireon 11/20/2012. Fees: 5/20/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION ELECTRIC CO - ADDITION TO DWELLING Total: $200.00 $100.00 $50.00 $350.00 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. ~775 Z Date MARCH 5, 2007 Permission is hereby granted to: F SOKOLSKI (BURNS) 690 OLD SADDLE LA_NE CUTCHOGUE,NY 11935 for : CONSTRUCTION OF AN ADDITION & FRONT DECK AS APPLIED FOR at premises located at 690 OLD SADDLE LA County Tax Map No. 473889 Section 095 Block pursuant to application dated FEBRUARY 23, 2007 Building Inspector to expire on SEPTEMBER 5, CUTCHOGUE 0004 Lot No. 018.008 and approved by the 2008. Fee $ 200.00 /~2/-~J~-~t/z~Ln re ~ Authori ed-~ig atu COPY Rev. 5/8/02 Form No. 6 TOV~N OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval ofelectrieal installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy Residential $15.00, Commercial $15.00 Date. /L~,q~ 2~), 20/[ New Construction: Location of Property: Old or Pre-existing Building: / (check one) House No. Street Hamlet OwnerorOwne~ofPmpeny: ~ 2L&I ~ ~ U~ ~ Suffolk County Tax Map No 1000, Section ~] ~ ~ ~t ~,~ Lot: Subdivision Health Dept. Approval: Planning Board Approval: Request for: Fee Submitted: $ Date of Permit. Temporary Certificate Block Filed Map. Applicant: Underwriters Approval: Final Certificate: (check one) /~___~pplicant Signature BY THIS NOTICE OF DEFECT THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 on the appIication ol PLATINUM EAST ELECTRIC 1320 KENNEY'S RD SOUTItOLD, NY 11971 upon premises of S & J DEVELOPMENT LLC 124 ALVEN DR PORT JEFFERSON, NY 11777 Application Nulnber: 3029096 I.ocated au 800 WEST RD CUTCHOGUE, NY 11935 Section: Block: Lot: Building Permit Number: _.~ C:~ ~/ ~- C~'~ Regrets to advise that the electrical installation of the staled premises is not in complim~ce with requirements of the reference standard as set forth below: Item Location Description Reference Std. pendent in bathtub 2nd Floor hanging pendant light over bath tub-not permited 410~l-[d] This notice of defect is issued by: ns11 SOUTHOLD, TN TOWN OF SOUTHOLD P.O. BOX 1179 SOUTHOLD, NY 11971 ROGER RICHERT on the 26th day of September, 2007. Paae 1 of 1 BY THIS CERTIFICATE OF COMPLIANCE THE NeW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 Upon the application of CERTIFIES THAT upon premises owned by JOHN LUDEMANN PO BOX 621 NEW SUFFOLK, NY 11956 WILLIAM BURNS, JR. 690 OLD SADDLE LANE MATTITUCK, NY 11952 Located at 690 OLD SADDLE LANE MATTITUCK, NY 11952 Application Number: 3035684 Certificate Number: 3035684 Section: Block: Lot: Building Permit: .~.~q~._~ BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, addition, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be ~n compliance therewith on the 28th Day of September, 2007. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor 6 0 Smoke Appliances and Accessories Exhaust Fan 1 0 F.H.P. Wiring and Devices Outlet 10 0 Fixture Fixture 10 0 Incandescent Outlet 29 0 General Purpose Receptacle 16 0 General Purpose Switch 14 0 General Purpose Paddle Fan 3 0 Lighting track 4 0 fl Receptacle 4 0 GFCI seal 1 of 1 This ceRificatemay not be altered in any way and is validated only by the presence of a raised sealatthe location indicated. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro,qer, richert~town.southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued To: William Burns Address: 690 Old Saddle Lane City: Cutchogue St: NY Zip: 11935 Building Permit #: 36405 Section: 95 Block: 4 Lot: 18.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Advanced Solar Power License No: SITE DETAILS office Use Only Residential [~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ~[~[~ HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur~ Pumps Emergency Fixture Time Clocks Exit Fixtures I I TVSS PHOTOVOLTAIC SYSTEM to include 44 solar panels, 1 inverter, 1 AC disconnec~ Notes: Inspector Signature: Date: June 24 2011 81-Ced Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (631) 765-9502 BUILDIlqG DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner: u/z s (Please print) Plumber: (Please print) I certify that the solder used in thc water supply system contains less than 2/10 of 1% Sworn to before me thi~4~'~ day of (i~'[,~f.L t-~jL~ , 20 [I Not ary Public,~-x~45'~(~ ;x~ County ~ers Signature) CONNIE D. BUNCH Notary Public, State of New York No. 01BU6185050 Qualified in Suffolk County Commission Expires April 14. 2(.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 INSPECTION [/~ FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ /~FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE /'~*'-/~/*- O ~7' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] FOUNDATION 2ND FRAMING/S~TRAPPIN~G [ ] ROUGH PLBG. [ ] INSULATION [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONS~UCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~NSULATION //~ F.~MIN_G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [/~ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE "" "" ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION 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 REMARKS: DATE INSPECTOR TOWN OF SOU~ING DEPT. INSPEG rlON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] IN~SIJLATION [~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] RRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ~_~L~CTRICAL (FINAL) DATE INSPECTO Fisher Engineering Services, P.C. PO }lox 30 · Oakdale · New York I 1769 Phone: (631) 563-9028 Jul3 I, 2011 Building Department Subject: Eagineer Statemen! for Solar Roof Installation Burns Residence- 690 Old Saddle I,n, Cutchogue/Southold, New York have xcrified the adequacy and structural integrity of the existing roof rafters for lll~tlPtill~ thc solar collector pm3els and their installation satisfies the s~ructural roof frami ~g design load requircmems of the Residential Code of New York State. 1 h~:~ re'~ iex~ed and certit}v that the manufacturer's guidelines and equipment for the pho~ ~ oi',aic equipmem for the above residence meet the requirements tbr wind and snow load ~mt tha~ the roof str~clure is adequate to carry the new loads imposed by the System. For thc instailathm of the solar mounting, the rails are securely anchored to the rafters utili>ring lag screws that have been desigrved for wind speed criteria of120 mph Exposure C and snow ground crileria of 20 pst'. Wind loads will exceed seismic loads, Other climate and goo design criteria are not applicable to this solar i~lation. 'Ihe solar collector system andthe mount'ng assembhes~ ' comply wtth' the appheable sections of the Residential (ode of New York State- "Solar SysIems" ~d loading requirements of roof-mounted collectors ~d the ~inimum requiremems for buildings and sttlc urc~ ~ ~ AS( ~: ~ heet~ i~lslaIlcd properly at the above referenced residence_ The accordance with the minimmn requirements certified by this letter. I hop,: lh;~i tt~is lcfter serves and meets with the approval of the Building Department. 1,icensed Professional [mgineer AUG 12 2011 BLDG. DEPT. TOWN OF SOUTHOLD ]J~LD ~SPECTIONI~)RT / DATE I COMMENTS FO~ATION <'ST) ~ ~ ...................................... ~-x-~r ~~ - ~SULATION PER N. Y. STATE E~RGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north fork. net/Southold/ Examined ,20 Approved /1~, 20 /] Disapproved a/c Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans f Planning Board approval Survey ~ Check ~ I~ Septic Form N.Y.S.D.E.C. Trustees Contact: , Mail to: I Bnilding Inspector APPLICATION FOR BUILDING PERMIT Date /3a 00 -7 23 INSTRUCTIONS ,2009 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of tot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit 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. fi Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. t (Slgfi~l~re of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises N/t-/-'/:}/~I Jo2 . + 8o, , s (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. 3 1 7! ,~ - ~ Plumbers License No. 34 ZO } - P4T Electricians License No. 4~,'i~-~ Other Trade's License No. 2t~a)/23 -/4/' 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ~t~ ~' Block C)~- Lot Subdivision OP_t~(~ot~ V,~ ~'$T~IT'E.~ Filed Map No. /~,2'~ I Lot (Name) 18.8 2. 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 ~/,bE/,~F//}L 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 70/~ ~tRear 70 ~3 ~/ Depth 34 Height ! ~ ~ Number of Stories I Dimensions of same structure with alterations or additions: Front 90 '~ '~ Rear Depth .~4' ~ ~3 ~" /~ Height 2 / t Number of Stories I 9. Size of lot: Front ~.0~. I 10. Date of Purchase /~ -2~ -Ob 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories Rear 212.62 ' .Depth Name of Former Owner ~a,qto~ I 1. Zone or use district in which premises are situated t~S/~OO Yt,qL 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 ~d;c-,a,~3oae~ r~'m,oa Address PoBmqgja,e seo~x Phone No. &51'~ 7-72 Z / Name of Architect Cun~ 5 ~. T~ms Address pa~ 8]~ 3nnes~on, Phone No 63~' ~ Z3- ~ ~ Name of Contractor bo~ <aoee~ Address414oB~n*~a PhoneNo. 6~i- ZOO-Sz2~ 15 a. Is this propemy 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 propemy within 300 ~et ora 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. STATE OF NEW YORK) SS: COUNTY OF ) /-~ILt'~'/~ JU~ ~/-)~AIS being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0 bOAJ ~'-t/~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to pertbrm or have pedbrmed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be perlbrmed in the manner set forth in the application filed therewith. Sworn tg before me ~his -- ~day ot~[~ 1'33J~0u~ 20{~ - Notar~.p_~'blic - · / ~Signature of Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Sou&old, NY 11971-0959 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF $OUTHOIJ~ APPLICATION FOR ELECTRICAL INSPECTION BY: Company Name: Name: License No.: Address: Phone No.: Date: .-// JOBSITE INFORMATION: (*Indicates required information) *Name: ~Uj~.~. l;~h,l ~U,o_AJ~ *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Sectior~ ~' *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) Block: Lot: /~, Y * (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: YES / NO Rough In Final YES / NO 3Phase 100 150 200 300 350 400 Underground Number of Meters Change of Service PAYMENT DUE WITH APPLICATION Other Overhead 82.Request for Inspection Form N 45'28'45"E S 42'06'55"W N/F MATTITUCK FARMS HOLDING, LLC WOOD FRAME RESIDENCE 212.62' GARAG£ iS&OD' OLD SADDLE R=~725.~0' LANE LOT 9 --'-62.6 A=67.00' % GUARANTEES INOICA TED HERE ON SHALL RUN ON~ y TO TIlE PERSON FOR WHOM THE SURVEY SURVEY OF LOT 8 IN OREGON VIEW ESTATES SITUATE CUTCHOGU£, TO~N OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: WILLIAM BURNS FM~ 6241 DATE FILED APRIL 4TH 1975 T~ iDOD 095-04-0188 SURVEYED: 18 SEPTEMBER 2006 SCALE 1"= 50' AREA = 40,149 SF. OR 0,921 ACRES SL ARA%'TE£D TO: sCL T;TLE SURVEYED BY STANLEY J. ISAKSEN, JR. P,O. BOX~ 294 ~NYS Li~ N(~ 492d~' 06R!5~I Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971 0959 Telephone(631)765-1802 Fax(631)765-9502 January 13th, 2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTZCE William ~T. Burns P.O. Box 521 Cutchogue, N.Y. 11935 RE: 690 Old Saddle Lone (aO~iliON$) SCTM: #1000-3395.-4-18.8 To Whom It May Concern: Please be advised that your Building Permit # 32775 issued March 5th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $200.00; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Complmance Cerbflcate DealgnedContractor: Ceiling 1: Flat Ceiling o r ~ Tru~s: 557 38.0 0.0 17 Wail I: Wood Frame, 16" a.D.: ~0 15.0 0.0 39 Wim~w 1: Wm:x:l Frame:Double Pane; 60 0.280 17 Floor 1: AlkWood Joig;Frmsm:Over U~oned 5pe~; ~57 19,0 0.0 26 Boiler 1: Other (Exoept Ga.-Fired Steam): 84 AFUE The pl~ building repm~entod in this do~xm~nt it c~nslatent with ~ building plans, ~clfloatio/ls, and olhet calculations submk'tod with this permit eppliMiton. Tha profx~ed syslerns have been daslgned to mW ~ New Y~ State EnMgy C4~se~ation ~clJon Coda requirements. When a Registered Design pmfes~J~ai has ~ten~ and signed this page, they ere ettMitng that Burlls RESIDENCE Page 1 of 4 03-[~-2007 10:48 SOUTHOLD BUILDING DEPT 16317659~02 PRGE1 REScheckVersion 3.,7,.3 So. ftware Inspection Checkl,st Date: 03J14JO7 r-I Ceiling 1; Flat Gelling ar Solacer Tm~, R-.38.0 cavity insulation Cemmsnt~,, Abeve.(]lrade Walls; r-I Wall 1: Woo~ Proms, 16" B.C., R~I 5,0 cavity insuleUon ~II Window 1: Wood Frame:Doui0la Pane. U,faotor; 0,280 For w~ndow~ v~thout labeled U-~, damc~tbe ~mtums: #Panes Frame Type Thermal &reaR? r-i Floor 1: AIl-Woo~ Joiet/Tme~:Over Unconditioned Spaae, R-19.0 cavity insulation Cerements: Heating and Ceellng Equipment: Boiler 1; Other (Exgept Gas-Fired Steam); 84 AFUE or higher Make and Mo~M Number: Air Leakage; FI Joint~, penetrations, and all other such openings ~n the building envelope that em ~ourcaa of air leakage must be sealed I-I Recessed lights must be 1 } Type lC rated, or 2) ntffalled In~lea an appropriate air-fight assembly with & 0.5" rJearanc~a from 0ombustibla materials, If non.lC rated, the fixture must be installed with e 3" oieafallns from insulation. Val~X Retailer. F1 Required On the walTndn-winter aide of ell non-vented framed cailtnge, wall~, and floors. Materials Identffleatlen; r-I Meladale end equlpmell[ must be installed In aooo~enca with the mlmufe(3lure¢$ in~lallatk~ Irmlru~t~ons. (~ Materials and ~ulpme~ mue ~ ~ ~ fl~ ~pl~n~ ~n ~ d~e~in~, ~ Manu~mr ma~ls ~r all instead h~ ~ ~1~ ~u~nt a~ ~wi~ ~mr ~ing e~ment mu~ ~ prov~ed. ~ I~ul~ R-~Iu~, g~ing U-~m, and hea~g equl~nl ~ncy must be ~dy ma~ ~ ~e ~llding pa~ ~ Ou~ Ineuletkm; Supply duot~ in unoondltloned R~um d~ In un~dffi~ a~ ~ ou~ ~e builbl~ must be in~la~ ~ R~. 8u~ d~ In un~ ~ must be in~la~ ~ R~. R~m du~ in un~ ~ (ex~ ~ma~) ~st be insured ~ R. ~ R~m du~s Iff un~d ~s (ex~ ~) mum ~ Insu~ ~ R-2, , In9u~fion ~ n~ mqul~ On m~m du~ In ~m~. Duet Ceeatru~lom Bums RESIDENCE 03-14-2007 10:48 SBUTHOLD BUILDING DEPT 1G517659502 PAGE2 mastic-plus.embedded-febrio, o~ ta~es, Tapes a~ ~fi~ ~ ~ m~ UL 1B~A or UL 1&lB. E~; ~nflnu~ly ~lded a~ ~aki~ ~di~ ~ a~ ~ on du~ ~ at ~ than 2 ~, w,g. (500 The HVAC s~t~ mu~t pm~de a means ~r ~ ~r ~ w~r *~s. Temperature Contrelfl; n Eaoh dwelling unR has at least o~e therrn~tat cape~e of automatically edjulting ~ ~pe~ tembemtum set point of the largest [-I S~ate elestflc metem am required thr ear~ dwelling unit. Water heaters with vertical pipe ~sers must have · h~at trap on bofh the inlet and ouflat untm the water heater has an I~egral heat ~tap or ~s part of a clrc~atthg system. Insulate ctrctJlating hot we~r pipes to the levels In Table 1. Clr;ul~ltl~ Hot Water (~ insulate ~n~ulating hot water pipes to the Swimming Peele: Alt h~eted swimming pools must have an on/off heater awitc~ end require · covet u fllass over 20% of the heating energy Is from no~clepleiabie iouroes. Pool pumps require a time oloc. k. Healing and Cooling Piping Ifleulnflon: HVAC piping conveying fluids above 105 degrees F m ohil;ed fluids below 55 degrees F must be insulated to the levels in Table 2. ~rra ~IDENCE Pqe ~ Of'4 03-i4-2BB? 10:4B BBUTBOLD BUiLDiNG DEPT i63176595B~ PAGE3 0~/14/2~07 ll:DB 6~1~27803~ WUTL~R THUMA~ ~E W4 T~ble I: MIMmum IAluMflon Thlekneae f~' Clreulltln~ Hot Wafer Pipes In~,,.,~l, on Thickness in In~hM k? Pipe fY~es Non-C:lreul~tM~l RunQgt~ Clmu~l~ ~1~ ~ ~ H~ W~r 17~1~ 0.6 1.0 1,5 2.0 1~1~ 0,6 0.5 1,0 1,5 1~139 0,5 0.6 0,5 1.0 TaW 2: Mlnlm#m Mule#on Thlekne~ for I'IVAC Pipe~ ir~uJatlen Thiokneel in In~he~ by Pi~e 81~1~ 2" RurKx~ l" end Le~ 1.25' to 2.0' 2.1;" to 4' 1.5 1.5 2.0 1,0 1.0 1.5 1.0 %5 2,0 0,5 0,75 1,0 ~.0 ~.5 NOTE8 TO FIlEt. D; (Building D~pn~t m~nt I.J~ Onh/) But~4 RESIDENCE 0~-14-~007 10:4~ SOUTHOLD BUILDING DEPT 1631765950~ PRGE4 James A. Marx, Jr. P.E. North Winds Center High Mountain Road Ringwood, NJ 07456 E-mail: j amlight~bellatlantic.net May 29, 2008 Unirac, Inc. 1411 Broadway Blvd. NE Albuquerque, NM 87102 To: Building Department or Others: RE: Engineer's Notice of Evaluation for UniRac SolarMountTM Universal PV Module Mounting System Dear Sir: I have reviewed Unirac SolarMountTM "Code-Compliant Installation Manual 227", copyright February 2008 and certify that the information and results are accurate. To determine the design level forces, the appropriate wind speed shall be determined as prescribed by local jurisdiction requirements and applied in accordance to the New York State Residential Code -2007 or New York State Building Code -2007. These building codes require that wind loading be determined based upon ASCE 7-05 and Unirac's Manual 227 utilizes ASCE 7-05 that matches Method 1 for which Unirac Table 2 is based upon, that which is dependent upon conditions of spatial form, height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures imposed onto the Unirac SolarMountTM mils supporting solar panels. The SolarMountTM railing and anchorage requirements for the installation are properly represented in the Installation Manual 227. For other conditions, the determination of wind pressures should be determined by the aforementioned New York State Building Code and ASCE 7 procedures. James A. Marx, Jr. PE Page 2 of 2 The design verification is based on: III. IV. ASCE7-05 - ASCE Standard "Steel Construction Manual," 13th Ed., American Institute of Steel Construction, Chicago, IL, 2005. "Aluminum Design Manual", The Aluminum Association, Washington D.C., 2005. Mechanical Properties and Static Load Testing of Unime extruded rails and related components obtained from Dr. Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM Univac SolarMountTM is evaluated for use in locations where wind pressure requirements do not exceed 50 psfor snow load conditions do not exceed 45 psf ground snow loads. For loading in excess of either of the above stated conditions, Unirac, Inc. should be contacted for suitability of installation. By this letter, I certify that the Unimc SolarMountTM assembly, when installed in accbrdance with the Installation Manual 227 will meet the requirements of the building codes adopted by New York State. Others should evaluate the structure to which the Univac SolarMountTM system is to be connected on a case-by-ease basis, per Part I - Installer's Responsibilities of the Installation Manual, to ensure its adequacy to accept attachments and to support all applied loadings per the building code. Please call me if you have any questions or concerns. Sincerely, ~ x..J. lflnes A. Marx, Jr. PE Professional Engineer 10 High Mountain Road Ringwood, NJ 07456 (908-557-6080) Professional Engineer License 56467 cc: Andy Davidson, Unirac, Inc. I 0,340 W SYSTEM SIZE .... ?HOTOVOLTAIC YINGLI YGE233, 235 WATT LA,, 43,7 #/MODULE, --- ~" MODULE (TY'F) G4.DG"L x 38.DB"W × I ,97"D (2.5#/SF) - -~ HOUSE~ RIDGE . ~ ~~~'~ , RIDGE ~ ~ 44 MODULES TOTAL Shown for Clarify) .f, ~ -~ ~ ~ DISCONNE~ % PARTIAL HOUSE OOF PLAN ROO P TC a: 2 5PAN: I G' M~. ~RONIUS INV Groun~m~ ~ Electrode AC DISCONNE~ WIND LOAD: ASCE 7 (SEE CALCU~TIONS THIS SHE~) 41.5 PSF ~ RAAA ~ 7~ ~ ~ TOTAL UPLI~ = 41.5 P~F x 780 SE = 32,370 LBS ..... _ ..... ffASTENER: ..... ~ 50~RMOUNT LAG ~C~EW 5FEC 203.2, ¢/04r (F~ WASNdR5 ~Q TO BE ~ i used WIT~ ~¢ ~OLT~)'%FU LL HOUSE ROOF PLANEXIDT. M~E~ M LAG BOLT WITHD~WAL VALUE; 5/I 6" DIA., 2~G LB/IN X 2-IN THREAD DE,H= 5CALEr NT5 532 LB. CAP. EACH MiN. NUMBER OF ~G BOLTS ~Q. = 32,370 LB5 / 532 LBS/~G BOLT = G I TOTAL ~IL FEET, 185 ~ = 185 ~IL ~/QI BOLTS = M~IMUM 5PAN BETWEEN MOUNTING flEET BOLTS: 3'-0" M~. SYSTEM ONE LI NE DIAG~M BUILDING AND OTHER STRUCTURE5 Or THE ASCE 7-05 Wind Load Calculation: A~CE 7-05: Par~ally Enclosed Bu~ld~n~ Design (Assume Wor5~ Case) UNI~C ~IL 15 DESIGNED AND WAR~NTED BY T~E Low ~,5~ Bu,ld,n~; h< =GOTt: Mean ~¢'~h~;h=30* MOUNTING FOOT W/ ~IL ~.) M ANUPA~U~R FOR LOAD5 UP TO 50 LDD/DQ. ~. ~UIL~IN~ REVIEW NOTE BU~L RUDDER MEMD~NE MOUNTING ~E~ PODITIONED (APPEOX. 125 MPH WIND) WHEN INSTALLED AD I. Dmecblonahby Factor: ~d per 5ec~on G,5.4.4, Cable G-G): ~d=0.¢5 B~WEE~ FOOT ~ OVEE ROOF ~ER MEMBE~ REQUIRED BY THE MAUNUFACTU~ER, DOCUMENT FOR MINIMUM ACCE~ABL~ P~N 5UBMI~AL ~QUI~M~NT5 2. Importance Factor: per 5ec~on G.5.5, Cable G-I) Ca6a~ory II; I= 1.0 ROOFD~INGLE O~ NO CALK ?~RMFG'5 REQUI~EMENT5 OF THE TO~ AD DPECIFIED IN THE BUILDING AND/OR ~DIDENTIAL COD~ 3. Velocity Pressure Coe~lc~6n~: Kh per ~¢CtlOn ~.5,~.4 F~DHING 3" 5TANDOFF ~PHOTOVOLTAIC MODULE NOTE: THE MOUNTING PE~ MUDT BE A~ACHED TO COMPLIANCE WITH THAT CODE, THAT ~5PONSIBILI~I5 GUA~NTEED (Exposure Ca~a~ory C per G.5.G Cable G-3); Kb=0.98 MOUNTING PEET PER RESIDENTIAL THE BUILDING ~E~ OR F~MING (NOT JUSTT~E UNDdRTHESEALANDSIGNATU~OFTHESTATEO~ NEWYO~LICENSdD CODE OF NEW YORK 5TAT~ ROOF / ROOF DECKING). USE 5/I G" OR 3/8" DIAM~ER ~G DESIGN pROFE5510NAL Off ~CORD. T~AT SEAL AND 51GNATU~ HA5 BEEN 4. Topographic Factor: ~ pst Sec6~on G.5.7 (Lon~ 151and); ~= I FENET~TION5 CHA~ER9 ~) / ~ UNI~C ~IL BOLT5 AND DRILL PILOT HOLE. ~INALTIGHTENING INTdRPR~ED~ANA~ESTATIONTHAT. TOTHEBESTOFTHEUCENSEE'5 BELIEF AND INFORMATION THE WO~ IN THE DOCUMENT 5. Gu58 Factor; G per G.5.8. I, G=O.85 / '-~"~- 5HALL BE BY HAND. ALL INSTAL~TION PROCEDURES 'ACCU~TE ; ,,,,,.~.~,,~ ~, · ~ _ % 5HALL BE PER MANUFA~U~E'5 ~QUIREMENTS. "CONFORM5 WITH GOVE~ING CODED APPLICAB~ AT TME TIME OF THE 8. External Pressure Coefficient: GCpf per Section 6.5. I 1.2. I, Figure G-I0;~ ¢~ HAX SPAN9ETWEEN~ [STHE ~SPONSIBILI~OFTMELICENSEE HBUNT~NG FEET = '48" NOTE: GCpf=0.80 ,~,, Modul¢5 and pane15 and any mountm~ hardware prowded ~. Velocity Pressure: qh p¢c ~¢C~lon ~.5. I O: ~ 5hall w~bhs~and, w~bhouf ewdence of 5fruc6ural or 5TRUCTU~L STATEMENT qh=(O.OO25G)(Kh)(~O(~)(V~ 2)(0 ~ PHOTOVOLTAIC MODULE DE,ION mechanical fadure, 1.5 ~m¢5 bhe design load when SCALE: NT5 aa specified below. The des~gd load ~5 ~o be 30 pst TH~ ~ISTING 5TRU~URE 15 ADEQUATE TO SUPPORT THE NEW LOAD5 IMPOSED BY THE PHOTOVOLTAIC MODU~ 5~T~M INCLUDING UPL,~* qh = (0.0025 ~)(0.¢~)( I )(0.¢5)( I 20 A 2)( ] ) TOTAL RO0~ DEAD LOAID I 0¢/5P NOTE: downward(posl~w¢) or upward (ne~a~we). All ~lazlng 5HEAR. TH~ ~ISTING ~ER 51ZED ~ DIMENSION5 CONPORM TO RCN~ qh=~0'7 (ROOP)+ 2.5¢/5P (MODULE) PASTENE~ SHALL NEVER ~CE~D 48" BET~EN ~IL memben5 5hall be of such 5~ren~h ~o wtbhstand ~hese TABLE ~802.5, I(I)- I O. D~sl9n Wind Load per S~c~on G.5. I 2 = 12.5~/5P TOTAL PE~ PER MANUPA~UR~R loads. The modules, panels and any mounbm~ hardware p=qh(GCpf-GCp) 5hall be factory ges~ed under ~h¢5¢ loads for a period o~ ~=30.~(+0.~0+0.55) UNI~C ~IL INSTAL~TItON 30 minute5. (Downwar~ ~ upward forced 5hall no~ be p=30.7( I .~5) GUIDELINES PER MANU~A~URE'5 MOUNTING B~CK~T MATERIAL5 ARE apphed simultaneously. p=41.5 pst REQUIREMENTS NON-COMBUSTIBLE IN ACORDANCE WITH PM2301.2.2 AND CONSIST OP ALUMINUM L B~C~5 10,340 W SYSTEM SIZE ..J PlflOTOVOLTAIC YINGLI YGE235, 235 WATF EA., 43.7///MODULE, -'-" MODULE (TYP) -- G4.DG"L x 38.98"W x I .D7"D (2.5NSF) RIDGE ..~-- UNI~C-DUNF~ME -, I ~lb ACEOD5 EACH '7' [ I I I I I I I J I ~ I I ,~ I ~ MODULE x I I I I J (4 STRINGS O~ II MODULES) 2,,x o,, D.C. ¢ , I I I I I ~, ~ j Exterior PVC Condu~ , &l' I' ' .... , :, b , ' DISCONNE~ i %~ARTIAL I lOUSE, ~OOF PLAN ROOF PITCH B: I 2 , I I I I SPAN: I G' MAX. INVERTER(I) I0.1 ERONIUS INV z0 TOTAL ARRAY AREA = 780 SE : 0 Z WIND LOAD: ASCE 7 (SEE CALCULATION5 TI-IlS SHEET) 41.5 PSP /~X){X ){ EXIST. POWER PANEL TOTAL UPLIFT 41.5 PSE x 780 SE: 32,370 LBS lXkXXxX /~ Pi:, tL z~o~ - PASTENER.''", t X r 0 oz 50LARMOUNT LAG SCREW SPEC 203.2, 8/04: (FLAT WASHERS REQ TO BE '~ i % USED WITH LAG BOLTS) FULL HOUSE ROOF PLAN ~ 0 ,,, LAG BOLT WITHDRAWAL VALUE; 5/I G" DIA., 2GG LB/IN X 2-IN THREAD DEPTH= ErnST. M~TER M ~- t-- T 532 LB. CAP. EACH SCALE: NT5 MIN. NUMBER OP LAG BOLTS REQ.= 32,370 LBS / 532 LBS/LAG BOLT = G I TOTAL RAIL PEET, IB5 FT = 185 P-,AILFT/GI BOLTS= MAXIMUM 5PAN BETWEEN MOUNTING PEET BOLTS: 3'-0" MAX. O_ ~Y.~TEM ONE LINE DIAGRAM (TYP) .Seal THE PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARD5 FOR 5CALL: NTS BUILDING AND OTHER STRUCTURE50P THE ASCE 7-05 ASCE 7-05: Parfi~ally Enclosed Duddm~ Desl,gn (Assume Worst Case) Low R~se Duddm,~; h< = SOft:: Mean Height; h=3Ofl; MOUNTING FOOT W/ RAIL (TYP.) UNIRAC RAIL IS DESIGNED AND WARRANTED DY THE MANUEACTURER FOR LOADS UP TO 50 LBS/SQ. FT. [~UILDING I~VIEW NOTE I. Plrec~lonahty Pad;or: K,d ?er Section G.5.4.4, (Table G-G): Kd=O.85 BUTYL RUDDER MEMBRANE MOUNTING EEET POSITIONED BETWEEN LOOT ¢ OVER ROOP RAFTER MEMBERS (APPROX. 125 MPH WIND) WHEN INSTALLED AS 2. Im?ortance Eac~or: per Sec'clon G.5.5. (Table G- I ) Cata~ory II; I= I .0 ROOF SHINIGLE OR NO CALK PER MEG'S REQUIREMENTS REQUIRED BY THE MAUNUEACTURER. TOWN BUILDING PLANS EXAMINEE, IdA5 P-EVlEWED TItlE ENCLOBED DOCUMENT POP, MINIMUM ACCEPTABLE PLAN DUBMITI'AL F`EQUIR~MENT~ OP ThlE TOWN AB BPECI~IED IN THE BUILDING AND/OF` F,EDIDENTIAL CODE 3. Velocfl;y Pressure Coefficient;: Kh per Section ~.5.G.4 FLASHING 3" STANDOFF /~PHOTOVOLTAIC MODULE NOTE: THE MOUNTING PEET MUST DE ATTACHED TO DP TIdE STATE OE NEWYOF`K. TBIB REVIEW DOES NOT GUARANTEE (Ex?osure Catacjory C per G.5.G (-Fable ~-3); Kh=O.D8 MOUNTING EEET PER RESIDENTIAL THE BUILDING RAFTERS OR ERAMING (NOT JUST THE COMPLIANCE WITH TIdAT CODE. THAT REDPONSIDIU]YID GUARANTEED UNDEF, THE DEAL AND DIGNATUF`E O~ THE STATE OE NEW YOF,K LICENSED 4. To?ogra?hlc Pactor: Igzt per Section G.5.7 (Lon~j Island); Kzt= I CODE O~ NEWYORIKDTATE ROOF ROOE DECKING). USE 5/IS" OR 3/8" DIAMETER LAG DESIGN PF`.OPE5510NALOPI~COF`D. TBATDEALANDSIGNATURr HADBEEN Date: 5-J3-11 5. GUSt Pa¢8oc: G ?er G.5.~. I G=0.¢5 PENETRATIONS CHAPTER 9 (TYP) __ / ---:.~UNIRAC RAIL DOLT5 AND DRILL PILOT HOLE. EINAL TIGHTENING INTEF,PF,ETED AB AN A~I'EBTATION THAT, TO THE DEBT OE THE LICENSEE'5 ' -'"-~' .... SHALL DE DY HAND. ALL INSTALLATION PROCEDURES BELIEP AND INEOF,MATION THE WOF,K IN THE DOCUMENT 15: - J 'ACCURATE Scale: AS SHOWN G. Exposure Classified'clonE ?er Section G,5.9 = II T^~ I '~- I ~ SHALL BE PER MANUFACTURER'S REQUIREMENTS, 'CONPOF`M5 WITId GOVEF,NING CODED APPLICABLE AT TIdE TIME OP TIdE 7. In~emal Pressure Coefficient:: GC?I per Section G.5. I I. I, Table G-5', SC?I=0.55 '~ ~- .... - ' "X" (MAX SPAN) ·~' ~' BUBMIDDION ~. Ex~:ernal Pressure Coefficient: GC?f per .Sectnon G. 5. I I. 2. I, Pl~JUre G- I Q; "-1 , ,-/ ~x, s~ ~TV/E[, ~'~Y 'CONPOF'MDTo mE DA~ESUAF,D~NGW~m ~ZASONABLEo~ UPE,STANDAF'DDIdEALTId, P~OPEF,~OE PRACnCEAND PUBBcAND W~T~w~LPA~zWEW # GC?f=O'(50.~L~,~. HDUNTING FEET = "qB" NOTE: IDTIdE REDPONDIBILIIYOETIdE LICENSEE ~). Velocity Pressure: qh per' Sec:tlon G.5. I O: ~ ~ ModuleB and pan~15 and any moun'cmg hardwane ?rovlded Shc~t: No. ~h=(O.OO25G)(K,h)(l(.zt)(IC, d)(V ^ 2)(I) PHOTOVOLTAIC MODULE SECTION Bhall w~t:hB~:ana, we:hour: ewde~c~ of Bt:rud;ural or 5TP-.UCTUP-.AL STATEMENT qh=(O,OO25G)(O,9¢)( I )(0.85)(,I 20 ^ 2)( I ) SCALE: NTS mechanical fadur¢. 1.5 t:lme5 t:h~ d¢51gn load when qh =.'~0.7 TOTAL ROOF DEAD LOAD I O#/SF NOTE: aB Bi:,~cifi~d below. Th~ deB~gn load ~B t;o be .30 ?BI TIdE EXISTING BTF`UCTUF`E 15 ADEQUATE TO 5UPPOF`T THE NEW LOAD5 (RO0?) + 2.5#/SF (MODULE) FASTENERS SHALL NEVER PD(CEED 48" BETWEEN RAIL downward(posff, w~) or upward (n~a'clv~). All glazm0 IMPOSED BY TIdE PIdOTOVOLTAIC MODULE BYDTEM INCLUDING UPUPT ¢ DlflEAF`, THE EXIBTING RAETEF, SIZED ¢ DIMENDIONB CONPOF,M TO I O. D~s~gn Wmd Load per Section G.5. I 2 = 12.SNSE TOTAL PEET PER MANUFACTURER member~ 5hall be of ~uch B'cr8not:h t;o wit:hR'canE t;h¢B¢ TABLE P.~02.5.1(I) - RAETER. DPANB ?=qh(GC?f-GC?O Ioada. Th~ modules. ?anela and any moun'an0 hardware Bhall be fadcory f.~Bf.8d under t:heB~ IoadB for a period of ?=30.7(+0.~0+0.55) UNIRAC RAIL INSTALLATION 30 mmu~eB. (Downward ¢ upward force5 ~hall not b~ ?=30.7( I .35) GUIDELINES PER MANUPACTURE'S MOUNTING BRACKET MATERIALS ARE apRh¢d Blmult:aneouBly. ?=4 I ,5 ?sf REQUIREMENTS NON-COMBUSTIBLE IN ACORDANCE WITH RM2301.2.2 AND CONSIST OF ALUMINUM L BRACKET5 .... ~'X6" ~p PO~H FRONT ELEVATION ~ ~ -- I __ - = ~c~ ~L A~) ~ ~' THE ~,-o,, pLATEHEIGHT ~ ~TCM ~r. ~O~ ~'~'-- I DES OF N~W YORK ~TATE ...... _ ~_ ___ NAILING & CONNECTiONs ~ ~ ~ ~ ~ REQUIRED I I I -- ~~ ~ .... i -- -- -- ~DER~RSCERTi~CATE ~. ~,~ ~o~ ! REQUIR~ ccu cyo ITHOUT OERYlFiCA TE ALE ~LLJLIB,NG WAST~OF OCCUPANCY ¢EA¢ ELEVATION 9GALE: I/4" = I'-0" A FErViD ~:~ ~,~O,LD MBER CE --' I'- -- CERT/FIc~T~OFOCcUPANc ~J' ;J '-'h., rog TRE SOLDER UgED IN WATER ~'':' ?.2, SUPPLYsYSTEMCANNOT ~ r ~q.3N -j) REQUIREB / .¢CEED~IOOFi%LEAD. ~ : Oh;ED C,.IC;RETE 3. INSULA rlON 4, FINAL - CONSTRUCTION MUST ~ETAIN STORM WA~ ..... ~mLL CONSTRUCTION SHALL ME~ THE PURSUANT TO 8EC'~ REQUIREMENTS OF THE CODES OF P E 5 I ¢ N O ~ I T E R I AOF THE TOWN ~ODE. YORK STATE. NOT RESPON81BLE FOR , DESIGN OR CONSTRUCTION ~ tOR8. EXISTIN~ EXISTIN~ DTIN~ EXISTIN~ EXISTIN® EXISTIN~ ~ L J N~ HOoP PO~C,H (2)-2xl2 HDR, J ADDITION NOTE, ICi 2" X 12" RID~ BEAH GLOSET t~, A T H 125 GFH EXHAUST 20'-0" E x 1 5 T ~ N e ADDITION Imm m J~ 0 F:I R" [°"F:LOOR PLAN ~C.,AL~: I/,4 = - F:XISTIN® LIVIN® ARF:A 1,506 St:::: PP-.OPOSF:I~ ADDITIONAL LI',/IN® ARF:A 585 SF NEI4 TOTAL LIVIN® AlP-.JEA 2,O~1 ~P LU ELEVATION SC, ALE, I/4" = I'-0" 2 NO THESE DRAHIH®5 AND ACCOMPAHYIN® EPECIFI6ATIONE, AB INBTRJMENTB OF 5ERVICE, ARE ~HE EXCLUEWE PROPERTY OF THE ARCHITECT AND THELR UBE AND PUBLICATION 5HALL BE RESTRICTED TO THE ORICLIqAL 51TH FOR HHICH THEY HERE PREPAREO. REdJCE, REPRODUCTION OR PUBLICATION BY ANT METHOD, IN HHOLE OR iN PART, 15 PROHIBI~D EXCEPT BY HRITTEN PERMI5510N pROM qHE AP-CHITECT, TITLE TO THEBE PLAN5 5HALL REMAIN I/IlTH THE ARCHNT:CT,VIEgAL CONTACT HITH THEM 5HALL CONSTITUTE PRIIqA EACIE EVIDENCE OP ACCEPTANCE OP THEBE REBTRICTIONE, II PL. Ui"IBIN® P-.15EP-. DIA®P-.A~ SCALE~ N.T.S I I I] 20'-4" II II EXI5TIN~ CELLAR Jl n [F--3r II II II 3 II L JI n II II II II II NFI~I FULL II 4ols~ II HI' [ ~0'-8" 20'-0" TYPICAL ROOF CONSTRUGT. I.~ 2" x 12" RID ~E TYPICAL GEILIN~ GONSTR~ TYPICAL FLOOR 60 / O P-, 0 S S S E O T I 0 N ,,*,,*****^~E ~*E***oo*,.*~ COVE OVER FOOTIN~ (TYP) ~LAB SCALE~ I/4" = ILO'' CELLAR THESE DRAHIH¢S AHO ACCOHPANYIN6 SPECIFICATIONS, AS INSERt/RENTS OF SERVICE, ARE THE EXCLUSIVE PROPER~¢ OF THE ARCHITECT AND THEIR USE AND F~BLI6ATION SHALL BE RESTRICTED TO THE ORI®INAL BITE FOR HHICH THEY HERE PREPARED, REdBE, REPRODUCTION OR PUBLICATION BY ANT RETHOD, iN HHOLE OR IN PART, IS PROHIBITED EXCEPT BY HRITTEN PERHISSlON PROH THE ARCHITECT, TITLE TO THESE PLAN5 SHALL REHAIN HITH THE ARCHITECT.VISUAL CONTACT HITH THEN SHALL CONSTITUTE PRIHA EACiE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Z TOP BOTTOM PLATE TOP I BAND JOIST OR BLOCKiN®%, BILL PLATE RAFTERS AND CEILIN® JOISTS OR APPROVED ROOF TRUSS BECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONB HFCM SECTION ~ JOIST OR BLOCKIN® ~--BOTTOM PLATE ¢ JOIST CRANL SPACE OR BASEHENT FOUNDATION JOIST IS F BE CUT OR NOTCHED BETHEEN THESE LIMITB 1/3 5PAN ~OR BLOCKIN® ND DRIP®lNG SEE HECH 6EA~ING MALL TOP PLATE- DRILLING AND NOTCHING PROVISIONB HALL STUD- DRILLING AND NOTCHING PROVIBIONS HFCPI SECTION 3.4,1J.I CORNER AND PARTITION POSTS NOTE: A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OHITTED THROU®H THE UBE OF HOOD BACKUP CLEATS OR METAL DRYHALL CLIP5 THAT HILL SERVE AB ADEQUATE BACKING FOP- THE FACIN® MATERIAL. FRAMING DETAILS TOP PLATES ~ 5/5" MIN. TO EDGE 5/8" HiM. TO EDGE JOIST ENDS TO BE 5/5" HIM, TO EDGE NOTCH MUBT NOT EXCEED BLOCKED AGAINST GYPSH BOARD INSTALLED IN 25% OF STUD DEPTI- iF HOLE ID BETHEEN 40% AND 80% ROTATION IN ACCORDANCE lsd NAIL AT 24" O,O. ACCORDANCE HITH ~FCH TABLE ~ I NOTCH MUST ~OT EXCEED OF 5~D DEPTH, THEN 5~D HUST ~E HITH MPCH ~.~.[,~-ENP RESTRAINT 40% OF 5TUB DEPTH DOUBLE AN~ NO HOPE THAN THO AND ~.~.1,4 BR~¢IN¢ DORE~ HOLE5 5HALL NOT 5DCCE551VE 5TDD5 ARE DOUBLED k BORED HOLES SHALL NOT BE LOCATED IN THE AND SO ~RED BE LOCALS IN THE 5A~E CROSS 5~CTION OF CUT O~ m l IN~4 IN. RIBBON ~00~ STRUCTURAL PANEL CROSS SECTION OF CUT OR LAP JOIST 3 IN, HIN. /CUT INTO S~O - ~NSTALLED IN ACCORDANCE ~ FOR FIRE BLOCKIN6 8d NAIL AT 8" O.D. -HITH HFCH TABLE 3.1 (ALL PANEL EPSE$) 8d NA'***'Z' O0. O"*~" ¢ HFCM Iqq5 550 HIGH HiND EDITION 1'~5U~FLO0R ~ ¢) ;oRNERPETAIL **,*L***** ~FC~ Iqq5 S50 HIGH ~IN~ E~ITION SECTION 5.4.1.1.1 FIGURE 5.25 INSTALLED IN SECTION 5.4.5.1.1 NOTCHING AND 50REP HOLE LIHITATION5 8d NAiL AT ~" O.C, ACCORDANCE NITH HFOH TABLE ~.1 HONOLITHIO (ALL PANEL *L**-o*-***** NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR HALLS AND BEARING HALL5 FOUNDATION FOR INTERIOR NONDEARING HALL5 ~x~,o~,,,o, PLATFORM FRAMIN® TYPICAL HALL, FLOOR * ROOF FRAHIN® DIAMETER 40% BORED HOLE MAX OF BTUD DEPTH DIAMETER bC¢¢ OF STUD DEPTH 5/D" MIN. TO EDGE INTERMEDIATE BALLOON FRAMINO HOOD STRUCTURAL PANEL BRACE AT 6' O,C, INBTALLED IN ACCORDANCE BEARIN® MALL lcd NAIL AT 24" HITH HFCH TABLE 3.1 2-1Od NAILS ROOF FRAMING ~ TOP PLATE 8d NAIL AT 6" O,C. ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12" O.C. ON ALL CEILING JOIST HF AF)FR ~ =~L HEADER STUDS PULL L ~ NA L Or INEC FRAMING NEHBERS NOT AT HIND-BORNE DEBRIS PROTECTION FASTENIN~ 5CHF__DIJLE (b) INSIDE CORNER DETAIL PANEL EDGES ®ABLE ~o~. ~.,*;,OD s~uc~u~ ,^,,~s EXTERIOR CORNER FRAHIN® QU,RED FASTENER SPACIN® FASTENER 2 PEET 4 PEET ,S FEET PANEL SPAN PANEL SPAN PANEL SPAN 4 PANEL SPAN TYPE ,< 2 FEET 4 FEET ~ FEET ~; 8 PEET 2 I/2" #6 16" 16" 12" ~" l,'~OP 5CREH5 2 I/2" #8 16" 16" 16" 12" ~OD ~REHS )TUBS 5d COOLER NAILS AT ENDNALL~ NOTE, UPLIFT CONNECTION IS R.E~UiREID 2"x4" BLOCK NAILED TO EACH AT EACH END OF HEADER AND BRACE HITH 4-10d NAILS AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT GYPSUH BOARD HALL STUDS AND AT TOP AND BOTTOM OF CRLPPLES 5d COOLER NAILS AT ~" O.C, 20 GAUGI o, TN~s TABLE BASED ON ,o,P, H,NO SE*EPS A,D A 33 FOOT MEAN ROOF HEI**T. BLOCK,NC TYPICAL FRAMING AND UPLIFT IO-*d MA,LB b. FASTENERS SHALL BE iNSTALLED AT OPPOBIN® ENDS OF THE HOOD STRUCTURAL PANEL. BLOCKING CONNECTIONS FOR oPENINGS ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE FLOOR BRACING AT END BAYS HITHDRAHAL CAPACITY OP 4qO POUNDS, Cb) ,~ NAIL AT 4" O.D. *. HOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF ~//16 INCH (llJ m) SECTION A-A (HPChqFIGURE 5. 12" MAX. I BASED ON FACE OF FOOTING SHEAR HALL REQUIREMENTS NO 6EILIN~ 2x BLOCKING DIAPHRAGM ON SHEATHING JOINT REQUIRED 15/32 HOOD STRUCTURAL PANEL5 ON ®ABLE FACE AND ON HALL BELOH GABLE ENDHALL, BALLOON FRAHING AREA HOLDDOHN dSEP / LENGTH NUHBER OF 6APACITY OF NOTES NAILS HOLOOON'tS '*~*' PREFEP-.,REP HETHOE> FOUNDATION OLEAP. ANOE FROH SLOPES 8d NAIL AT 12 0.0. ON P-.OOP RAFTE:P-. ~o~ slp~ ~LL 20 GA. STRAP co*,,c~o, AT O.6. (ALLPANEL EDGES) H/(D) Sd NAILS ST~UC~L PANEL EAGH 5IDE BIDE~L~ INSTALLD~ IN AOOOR~ANC~ HITH NAILIN~ BGHE~ULE (TABL~ D.I, ~OFH HIgH ~IND ~ITION) (ALL PANEL ED~E~ Simpson S[rong-Tie Simpson S~rong-Tie PANELHOOD ST~CTURALiNsTALLED A55- Chimney Froming PHS .o,o~..** ROOF RAFTER / RIDGE DETAIL ~ CORNER 5RAOIN¢ DETAIL *"*' ,~-,*, ~'~ SCALE: N.T.S. SOALE: N.T.S. ALL FLOOR TO FLOOR ^TI~C4;~!ARI HOLE~ [~lO~'~N ON ALL CONNECTION 5RACKETS AT SHEAR ~ALL CORNERS, ***~***PA.~NOZ ~IN~O~ AN~ BOOS OPENINGS: (FLOOR TO FLOOR * FLOOR TO FOUNDATION; 6EILIN® B,P-.AOIN® GABLE ENDHALL (HF61"I FIGURE 5.6a) RIDGE TENSION STRAP USE 8-5d COhIHON NAILS / RID®E BEAM TENSION STRAP DETAIL T A B L E R501.4 IVil N I hdUh.t UNIF:OP-.h4L'f USE _IVE LOAE) EXTEP-,IOR BALCONIES ,SO PECKS 40 PASSENGER VEHICLE GARA®E5 50 ATTIC bqlTHOUT STORAGE I0 ATTIC, S hilTH STORA®E 20 ROOMS OTHER THAN SLEEPIN® POOh'lB ,40 SLEEPiN® ROOMS 5TAIP, S ,40 ®UARE;'RAILS A",!E) HANE~RAILS 200 PP-.AH I N® 5LE 5.1 14FONi HIGH HIND EDITION) NAILINe~ SC, HEDULE JOINT OESORIPTION NUMBER OF NAILB NAIL BPAOIN6 PLATE (TOE-NAILED) 4-Bd PER RAFTER 4-8d PEP- JOIBT 6EILfi15 JOIBT TO TOP PLATE (TOE-NAILED) CEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAILED) CEILIN~ JOIBT OVeR PARTITIOf~ ~ACE-NAILEO) cOLLAR TIE TO RAFTER (pACE-NAILED) BLOCKIN~ TO PJ~FTER (TOE-NAILED) TRIM EOARD TO RAFTER (END-NAILED) q-lCd EAOH LAP ~-I&d EACH LAP 8-8d PER TIE 2-8d EACH El, ID EACH END HALL FRANIN~ TOP FLATE TO TOP PLATE (FACE-NAILED) 2-1~d (SEE NOTE I) PER FOOT ! AT INTERSECTION (FACE-NAILED) 4-16d JOINTB - EACH BIDE Bll~P TO Bll~P (FACE-NAILED) 2-lCd 24' O.C. HEADER TO HEADER ~=ACE-NAILED) I,bd 16" O.C, ALON~ ED[E5 TOP OR BOTTOM PLATE TO 5TUO (END-NAILED) 2-16d PER 2X4 STUD ~-I&d PER 2X~ 511,~2 4-16d PER 2X~ B11JD BOTfOHPLATE TO FLOOR JOIBT, BANDdOIST, ENDdOIST OR BLOKII~ FLOOR 2-16d (BEE NOTE 1,2~ F~R F~20T PLATE TO 61RDER (TOE-NAILED) BRIDCINE, TO dOIST (TOE-NAILED) BLOCKINe TO 5ILL OR TOP PLATE flOE-NAILED) LEDGER BIRIP TO DEAH (FACE-NAILED) 3-1(~d PER JOIST ACHE NO EACH BLOCK I LEDeER TO DEAH (TOE-NAILED) BAND JOIBT TOJOIBT (END-NAILED) 5-1~d PER JOIST ~-16d PER JOIST BAND JOIBT TO BILL OR TOP PLATE (TOE-NAILED) EACH JOIST PER JOIBT ROOF BHEATHIN~ BTPJJCTUF~L PANEL5 8d (SEE TABLE ~) I 2-~1 J PER 51JR°CRT 3-8,d J PER 5dPPORT CEILIN¢ 5HEATINC, i" OR I"X~" I"XlO' OR HIP[R H NALLBOAF~' HALL ENEATHIHe BT~I~AL PANELg FIRE~2AP~ PANEL5 1AC" GIP¢-~M HALLBOARD J 5d COOLER5 J I" EDisE / I0" FIELD (SEE TABLE 6d D" ED~E / 6" FIELD ~d 3" EDgE / 6' FIELD 5d COOLER5 I" EOCE / I0" FIELD NARDE~ARD 8d (SEE TABLE D.cO PARTICLEBOAR~ PAHEL ~1 (SE~ TABLE ;~.c{J DIASONAL BOAP4~ 5HEATIN6 FLOOR 5HEATHIN6 . PANELB I' OR LES5 ~REATt~R THAN l" DIAGONAL BOARD 5HEATINe I"Y~' OR I"Y4~" I"XlO" OR HIDER I, NAIL REGUIREMENTSAREA BABED ON HALL 5HEATIN¢ NAILED 8" ON-CENTER PER 9UPEORT PER 9UPPORT 8d 6' E[;~E / 12' FIELD IOd 6" E~C~E / &" FIELD PER 9UPPORT PER 5dPPORT AT THE PANEL ED[E . IP HALL 5HEATIN~ IG NAILED D" ON-CENTER AT THE PANEL EPeE TO OBTAIN HI[HER BHEAR CAPACITIES. NAILINg' REC~UIREMENT5 FOR 5T~C~L HEMBER5 5HALL BE DOUBLED. O~ ALTER~ CONNEGTOR5 5~H AD 5HEA~ PLATES. SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. HHEN ~LL 5HEATIN¢ CONTIN~U5 OVER OONNEC~P ~MBERS, THE TA~LA~D NUMBER O~ ~IL5 5HALL BE =ERHI~D TO DE REDUCED TO I-~d ~IL PE~ FOOT. SIMPSON STRON® - TIE I I/4" COIL STP, AP - 16" O.C. USE 4-80 qAILS AT EACH STUO MIN OVERLAP IS 12" FLOOR TO FLOOR CONNECTION [TABLE 5.2 P, IFCiH HIGH IMIND DE)ITION) ,~lLL OR E~C>i ICH PLA{I-= TO FOUNDATION ANCHOR BOLT 30NNECTION5 RE~IDTIN¢ LATERAL ~ .C.,I ir=AR LOAD5 (TAE~LE D.D h, FCI"I HI®H k',IINE2 EDITION) ROOF ~ATHIN¢ ATTAOHMENT REr.'~IIREMENT5 FOR [NINE) LOt~D5 (TABLE D q !4PE, h'l HI®H HIND EIDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR t~LT OONI'~ECTIOH~ REgI~TIN~ LATEt~NI_~ .SHEAR LOADS - SIMPSON H-8 5- 8D TO STUD 4- DP TO PLATE (EVERY STUD) DP-3 PLATE T' HINIHUH EHBEOHENT (SEE ANCHOR SCHEDULE, SIMPSON %" PHC5 SO5~ (l~5OS~"X ~" ~OOO 5CRE~5 T' HIM EMBEDMENT ~EE FOUNDATION PLANS A-~,I AND A-~ 2 FO~ LOCATION) (MINIMUM DOUBLE STUD) -htALL I ~/4" HINIHUM EOCE DISTANCE TO FOIJN]X)ATION CONNEOTION PLAN SIHSON STRON¢- TIE I I/4" COIL STP, AP - 18" O.C. USE 4-8D NAILS e EACH STUD, HRAP UNDER SILL PLATE HIM. OVERLAP IS 12" STRON®-TIE MTS~,6 OR I I/4" COIL STOCK AT EACH ROOF RAFTER USE 8-160 NAILS AT EACH END, 12" MIN OVERLAP PEP--. COMPONENT STUD TO ROOF RAFTER CONNECTION SILL PLATE TO JOIST AND RIH JOIST TO STUD CONNECTION 5~pson 5bong-Tl~ C520 I?' COILED STP. AP. MIN 12" OVERLAP AT EACH ~ENERAL NOTE~: I~. Do no~ ~e dro~41n~s. L~se Figure dimensions onNj. FLOOP. TO FLOOP-. CONNECTIONS: OANTI LEVEP-. CONDITION U~LIFT - CONTINUOUS PATH CONNEGTOR~ USE SIMPSON STRONg-TIE CONNECTOR5 POLLOH PRODUCT SELECTION [UIOE AND INSTALLATION MAix~AL FOR HIGH HIN~ ~4=-DISTANT SILL PLATE TO RIM JOIST USE, LTP4 I&' 0.5. AT EXTERIOR PERIh4ETSR FLOOR TO FLOOR CONNECTION 5f, rong-Tl~ U210 2Xb AT EA6H RAFTER 4-10d x I I/2" NOTE: ATTACH LEDSER TO FRAHIN5 HEHBER HITH 2-1/2" X 5" LAG AT 16" ON CENTER Simpson Strong-Tie U210 2X6 AT EACH CEILIND JOIST 4-10d x I [/2" Simpson Sf, rong-Ti¢ U210 2X6 AT EACH DEOK/FORCH JOIST TYPICAL POP. CH gl(;~x~'K L EIP®E P--. CONNECTIONS 5TU ~ 5imF~on SbronB-Tr¢ AT EA Srmp~;~n SC'cng-Ti[ AB AT EACH POST F00Tik~ POP. CH SIDECOVER ,~" THREADED ROD REQUIRED FOR STU COLUh~N PlSTANGE*~ CONNECTIONS