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Home My WebLink About35616-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPANTMENT Office of the Building Inspector Tow~ Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34732 Rte: 12/08/10 T~IS C~TIFIES that the building ADDITION/ALTErATION Location of Property: 805 LEETON DR (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 59 Block 1 Subdivision Filed Map No. __ Lot No. __ SOUTHOLD Lot 24 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 13, 2010 pursuant to which Building Permit No. 35616-Z dated JUNE 4, 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 ALTERATIONS AND ADDITION, INCLUDING DECK AND NEW FOUNDATION, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ATHANASIOS & POLYXENI MARINOS ( OWNER ) of the aforesaid building. SuFMOI~KC~I~I"fDEPART~T OF ~{APPRO~L N/A ELEt-rKICAL CERTIFICATE NO. 35616 11/22/10 I~L~ ~KTIFIC~%TION Dk'r~u3 12/02/10 CUTCHOGUE EAST PLUMBING 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. 35616 Z Date JUNE 4, 2010 Permission is hereby granted to: ATHA-NASIOS MARINOS 3627 GREYSTONE AVE RIVERDALE,NY 10463 for : ADDITION & ALTEPJtTION & NEW FOUNDATION TO A SINGLE FAMILY DWELL.AS APPLIED FOR; FLOOD PERMIT INCLUDED at premises located at 805 LEETON DR SOUTHOLD County Tax Map No. 473889 Section 059 Block 0001 Lot No. 024 pursuant to application dated MAY 13, 2010 and approved by the Building Inspector to expire on DECEMBER 4, 2011. Fee $ 666.40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY INs application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For ne',', building or new use: i Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval trom Health Dept. of water supply and sewerage-disposal (S-9 lbrm). Approval of electrical installation from Board of Fire Underwriters. 4 Sv, orn 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 cenitScatc of ('ode Compliance from architect 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. ~ A properly completed application and consent to inspect signed by the applicant. Ifa Certificate o 'Occupant? ~s - denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees , ,c.'>q 00 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwe Swiinmmg pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses S50 t)O ') Certificate of Occupancy on Pre-existing Building- $100.00 Copy of Certificate of Occupancy - $.25 Updated Certificate of Occupancy - $50.00 temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. I Construction:_ l.ocation of Property: Old or Pre-existing Building} (check one) House No. Street Suffolk County Tax Map No 1000, Section ~ Block Subdix ision Pcrlnit No. ~__ Filed Map, Applicant:. Heahh Dept. Approval: Phuming Board Approval: Request for: Temporary Certificate Fee Submitted: $ Ilamlct Lot: Underwriters Approval: Final Certilicate: _ //~_ (check el ) Town Hall Ampex 54375 Mifin Road P.O. Box 1179 Souflmld, NY 11971-6959 Tclcphonc (631) 765-1802 Fax (631) 765-9502 ro.qer, dchert~,town.southold.nv.us BI JILl)IN(; I)EPARTMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Athanasios Marinos ~,ddress: 805 Leeton Dr City: Southold St: NY Zip: 11971 3uilding Permit#: 35616 Section: 59 Block: 1 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE ,3ontractor: DBA: Jim Sage Electric License No: 3635-e 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 A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ]~] HID Fixtures Wall Fixtures Ill Smoke Detectors Recessed Fixtures[~] CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixtures~] Time Clocks Exit Fixtures ~ TVSS 200a overhead service, 1 combination smoke and co detector, I paddle fan Notes: Inspector Signature: Date: Nov 22 2010 81-Cert Electrical Compliance Form Town HaH Annex 54375 Main Road P.O. Box 1179 · Soufltold. New York 11971-09S9 'relepholle (63D 765~1~02 Fax (63 ! ) 765-9502 B UB..DIN~ DEPARTMENT TOWN OF SOUTHOL~ CERTIFICATION Date: Building Permit No. (Please print) · (Please print) lead. I certify that the solder used in the water supply system contains less than 2/I 0 of 1% Sworn to I~fore me this Notary Public, .~ LI~Y~ County CONNIE D, BUNCH" ' '.' ,' :' Nota~ Pub#o, State of New Yo~ No. 01BU6195060 Commt~lo~ F_xptree ~ 14 201 oL.. TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 ~INSPECTION [~"FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,-, 'f INSPECTION [ ] F~RESmST4.TC~I~Tm0. [ ]FmRERmSTJ#Tm~.ML~TI0. ...A.KS: ~~, . ,,-/ . .. DATE ~~_~___ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION t ST [ ] ROUGH PLBG. [ ]FO~TION2ND [ ]INSULATION [~,3~FRAMING / STRAFF'ING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI~RE SAFETY INSI~CTION [ ]FI.EREmT~rC0NSTRUCn0fl [ ]F~REREmTANTPEHETRATK)N REMARKS: ~-- DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~ ]/,.RRE RESISTANT CONSTRUC'TION[ ] FIRE RESISTANT PEk-' laATION ~ ELECTRICAL (ROUGH) [ ] ELE~;iaICAL (FINAL) REMARKS: DATE ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION ¶ST [ R~/~OUGiH PLBG. [ ] FOUNDATION 2ND [ ] INS~LATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ~fAFETY INSPECTION REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIOyN [ ] FOUNDATION 1ST [ ] RO~tGH PLBG. [ ] FOUNDATION 2ND [~'~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,.; ~ INSPECTION [ ]F~'~'~ [ ]R~'~'~..~E'~I'~ REMAEIKS: ~~'~ ~,~'~ ~' ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST I ]ROUGH PLBG. FOUNDATION 2ND [ ]IN~TION FRAMING / STRAPPING ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-.' ~ 1~ INSPECTION [ ]FIR~IIESlSTANTCONS'rliUCTION [ ]FIIIERESiSTANTP~NL=llIATION REMARKS: DATE INSPECTOR--~~/ FOUNDATION (IST) ~*OUNDATION (2ND) INSULATION PaN. Y. STAT~ ENgRG'Y cODE '2 ADDITIONAL COMMENTS TOWN ~ S(~UTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 76S-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined [,./q ,20 /D Approved Disapproved a/c Expiration BLDG. DEPT, ]his a?plil: i l N t 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: Mail to: Phone: Building Inspector ACATION FOR BUILDING PERMIT Date INSTRUCTIONS sly filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of ~lans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this 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. f. 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 of a 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· (Signature of applicant or name, ifa corporation) (Mailing address o/applicant) t State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If appli~Sht~is a c_orj~oratign, signature of duly authorized officer t,4 to.. 4,oT (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land o..~_n which proposed work will be done; House Number Street Hamlet County Tax Map No. 1000 Subdivision Section Filell Map No. ' Lot 2. State existing use and occupancy of premises and intended u, se and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy_ Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee Addition /,,/ Alteration Other Work ~ 40 ~'la~ ! t¢ (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specif7 nature and extent of each type of use. Dimensions of existing structures, if any: Front ZZ, ~'- Rear Height. Number of Stories Dimensions of same structure with alterations or additions: Front :~, ~ Rear Depth ~ ~ q Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size oflot: Front [~{9 t Rear 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 L--'"' 13. Will lot be re-graded? YES 14. Names of Owner of premises ~ ~llt/.~tt.~ Address Name of Architect /Lv,0~L, (']t,~vcv,,o Address' Name of Contractor ~',~'1,--~ ~ Address NO Will excess fill be removed from premises? YES__ NO__ Phone No. Phone No 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 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 76 f"- qXX'r' 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 there any covenants and restrictions with respect to this property? * YES __ NO //'"" · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) /?0 ~ /t~l t_T'~_, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the & ~ ~'~0 %~ (Contractor, Agent, Corporate 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 tme to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tiffs ,. , 3¢ ~-k daxof ~,o-,4/. 20/0 ~0. QUALIFIED IN SUFFOLK COMMISSION ~IRE8 Town Hall Anne. x 54375 Main Road P.O. Box 1179 · Souli~old, NY 11971-0959 Telephone (~t) 765-1~02 6~1 7 REQUESTED BY: company Name: Address.: Phone No.: BUILDING DEPARTMENT TOWN OF 8OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Date: JOBSITE INFORMATION: (*IndiCates required information) *Cross Street: ~ ' - - *Phone No.: Tax Map District: 1000 Section: . *BRIEF DESCRIPTION OF WORK (Please Print clearly) Block: (Please Circle All That Apply) *Is.job ready for inspection: *Do you need a Temp Certificate: Temp'lnformation (If needed) · · Service Size: ~3Phase · New Service: Re-connect Additional Information: 82-Request for Inspection Form 100 Underground (~/NO Final 150 2~ 300 350 400 Other Numbe~ of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 ro.qer, rich e r t ('~,~r~.~ u~-I~, ny. us BUILDING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: *Name: *Address: *Cross Street: *Phone No.: Permit No.: JOBSITE INFORMATION: (*Indicates required information) Date: Tax Map District: 1000 Section: ,,.~q Block: *BRIEF DESCRIPTION OF WORK (Please Print Cleariy) ~ d 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 3Phase 100 *New Service: Re-connect Underground Additional Information: YES Rough In Final 150 200 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form TOWN OF SOUTHOLD PROPERTY-RBCORD CARD OWNER STREET ~"~O,~ VILLAGE ~/DIST' SUB. FORMER OWNER RES.~/~ s~s. VL. 'FARM COM~. CB. MICS. Mkt. Value ~ND IMP. TOTAL DATE ~RKS Tillable FRONTAGE ON WATER W~Iond FRONTAGE ON ROAD / ~D / ~ -5 ...... Meadowlo~d DEPTH H~se Plot BULKH~D Total M. Bldg. Extension- Extension Porch Deck S reezewa, Garage O.B. 'o ~ ~o x.)): 3 q6o~ Foundation Ext. Walls Fire Place Pool Patio Driveway Bath Floors Interior Finish Heat Attic Rooms 1st Floor Rooms 2nd Floor Town of $outhold Erosion, Sedan & S---~o~ff ASSESSMENT FORM ~R.O~.E~I~TY L~O~TIO": __S~C.T,M. #~.., THE FOIl. OWING .A.C.TI....O_N$ MAY REQUIRE THE SU_~.M_!$_~!_~N OF A Item Number:. (NOTE: A Check Mark (~) for each Question is Required for a Complete Appilca~on) Ye~s N.._..~o 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on site? ('l~ls item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Doee the Site Plan and/or Survey Show A~I Proposed Drainage Struc~uras Indicating Size & Location? t~ This Item shall include ail Proposed Grade Changes and Slopes Controlling Surface WaterFIowl 3 Will this Project Require any Land Filling, Grading or Excavation where ft~ro is a change to the Natural r~ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Applinaiton Require Land Disturbing Adivittes Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? 5 Is there a Natural Water Coume Running through the Site? r~ Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? 7 intoWill and/orDrivewayS'in theParkingdirectionAreaSof a OrTownOtherdght_of. way?lmpervious Surfaces be Sloped to Direct Storm-Water Run-Off 8 Will this Projec~ Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT include the Installation of Driveway Aprons,) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercoume? NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark In the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Subm ftted for Review Ptter to Issuance of Any Building Permftt EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Quesgon, a Storm.Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl C'¢h,l COU OF .....~ ...................... SS Ye._._~s N._~o That [, ~,0.~ ~ I CT-~_ being duly sworn, de scs and sa .................................................................... po ys that he/sue is me applicant for Permit, (Name of individual signing Docurne{~t) And that he/she is the .......... ~D....k~..:x~ .......... ....Ok~..~....~..~ ....................................................... (O~mer. ContraO. or. Agent. Corporate Oaicer. etc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that Ibc work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ........... ......... ......... .............. , · (IJ/ od Notat7 Public: ~~.......~~ - ~AI~ ~FIIB~In~I~ JUDITH T. TERRY TOWN CLERK Town Hall, 53095 Main Road P.O. Box 1170 $(}ulhold. Ne,.,,, York I IqTI Fax (5161 765-1823 Tckph(mc (516 ~ '/65- I ~O I OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the two (2) new forms to be used under the of the Code of the Town of Southold: Application" [FDP(93)], and "Certificate of Compliance for Development Special Flood Hazard Area {C/C(93)]. Town of Southold hereby adopts Flood Damage Prevent regulations "Floodplain Development Permit in B';..~.G. DE~'T. TOWN OF, SOUTHOLD , Southold Town Clerk August 25, 1993 TOWN OF SOUTHOLD APPLICATION # PAGE 1 of 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and ai~'): i. No work may start until a permit is i~ued. 2. The permit may be revoked il' any false statcm~nts ate made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Complianc~ is issued. 5. The permit will ex'p/re if no work is COmmenced withia six months of issuance. 6. Applicant is hereby informed that other permlt~ may be required to ~ local, state and federal regulatory requirements. · 7.. A. pplicant hereby giv~ conseat to the Local Adminh~ator or his/her repr~eatative to make/earoaable mspectious required to verify complianc~. [ \ 8. I, THE APPLICANT, CERTIFY THAT ALI~ STA~.~[EI~IENTS HEREIN AND IN ATTACHMENTS TO (APPLICANT'S SIGNATURE) ,,///~--~7 . ~ ~ DATE SECTION 2: PROPOSED DEVELOPMENT (To be completed bv APPLICA/~H] NAME FJ, I(3Ir,tEER ADDRESS 'I~! FPHQNF To avoid delay in preceding the application, plear¢ prey/da enou!,h information to cagily identify thc project location. Provide the street addre~ lot number or lega/ de~ca-lption (attach) and, outside urban areas, the distance to the neatert intersecting road or well-known Landmark. A sketch attached to'thh application showing thc project location would be helpful. FDP(93) APPLICATION # PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY [] New Structure ~"Addition l~Alteration [] Relocation F~ Dcmolltion Fl Replac~meat ~TRUCTURE TYPE .J~e..qideutial (1-4 Family) [] Re~ideatial (More than 4 Family) [] Non-residential {T'loodproo£mg? [] Ye~) 121 Combined Use (l:~e.qideatial & Commercial [] Manufactured (Mobile) Home (In Manu- factured Home Park.* [] Yin) ES-FIMATF'D COb~' OF PROJECT $ B. OTHER DEVELOPMENT AC-t]VITIES: FI Fill El Mining [] Drilling [] Grading [] Exeavatlon (Except for Structural Development Checked Above) - [] Watercour.~ Alteration (lndudlng Dredging and Channel Modification.s) [] Drainage Improvemeat~ (Including Culvert Work) [] Road, Street or Bridge Construction [] Subdivision (New or Expansion) [] Individual Water or Sewer System [] Other (Please Specify) After completing SEc'IION 2, APPLICANT should submit form to Local Admkfi~trator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be comoleted bv LOCAL ADMINISTRATORI The proposed development is located on FIRM Panel No. , Dated The Proposed Development: FI k blOT located in a Special Flood H~ard Area (Notify the applicant that the application r~view h complete and NO FLOODPI..AIN DEVELOPMEN'T pF_.RM1T IS REQUIRED). [] I~ located ia a Special Flood H~?*rd Area. FIRM zone dnslgnation i~ 100-Year flood elevation at the site i.s: Ft. NGVD (MSL) · FI Unavailable Fl The proposed development is located in a floodway. FBFM Panel No. Dated [] 'See Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3 OF 4 SECTION 4: ADDI'T1QNAL INFORJVlATION REQUIRED (To be completed bv LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: I-I A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. [] Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproot'ing of utilities located below the first floor and details of enclosures below the In'st floor. Also, Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevatiohs if they are not otherwise available). [] Plans showing the extent of watercourse relocation and/or landform alterations. [] Top of new f'll elevation Ft. NGVD (MSL). [] Floodproofmg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicaut must attach certification from registered engineer or architect. [] Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. [] Other: SECTION 5: PERMIT DETERMINATION (To be comoleted by LOCAL ADMINISTRATOR) I have determined that the propesed activity:. A. 13 la B. [] la not in conformance with provisions of Local Law g __, 19 __. The permit ia i~ued subject to the conditions attached to and made part of this permit. SIGNED , D~.TE lffeeB. OX A is checked~, the Local Admin~trator may issue a Development Permit upou payment of designated If BOX B i~ checked the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPEAI~: Appealed to Bom'd of Appeals? O Yes E] No Hearing date: Appeals Board Decision -- Approved? [] Yes Conditioes VI No APPLICATION PAGE 4 OF 4 SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT ~efore Certificate of Comcliance is issued') - · The following information must be provided for project structures. This section mu.st be completed bY a registered professional engineer or a licensed land surveyor (or attach a cortitlcafion to this application). Complete I or 2 below. Actual (As-Built) ElevatiOn of thc top of ~he lowest floor, indudi.~ basement (in Coastal Hi,th Hazard Area.~ bottom of lowest struc.qa'al member of thc lowest floor, excluding piling a~d columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproo£mg protection is FT. NGVD(MS~. NOTE: Any work performed prior to submittal of the abov~ information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION {'To be completed }~v LOCAL ADMINISTRATOR') The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSP~,L;I-IONS: DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCIES7 [] YES [] NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be compl¢ged bv LQCAL ADMINISTRATOR') Certificate of Compliance iasue~l: DATE: BY:. Attachment B SAMPLE CERTIFICATE OF COMPLIAlgCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED 'AT: PERMIT NO. PERMIT DATE OVVNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING [] EXISTING BUILDING []VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #,, , 19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # ,19__, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: OF C/C{93) STREET ADDRESS: 805 LEETON DRIVE FL OOD ZONE FROM FIRM MAP # 36~03C0154H ~ · =PIPE SURVEY OF PROPERTY AT SOUTHOLD, TOfCN OF SOUTHOLD SUFFOLK COUNTY,N.Y. 1 ~~I --~4 ~o~ & ~ (UPOArE) 0,~¢. i~, ¢.z~.(C,.~w~//~.,.' ~ ) AR~A=20, O00 $.F. (65~.~ 765'~5020 FAX (~31) 765-1797 P.~ Box ~ STREET ADDRESS: e905 LEETON DRIVE FLOOD ZONE FROM FIRM MAP. ¢/' $6105C0154 H 9125/09 FLOOR EL EV~4 TION = TION$ AR~ REF'ERE'NCE'D TO · =PIPE N AREA =20, 000 S.F. SURVEY OF PROPERTY AT $OUTHOLD TOWN OF $OUTHOLD SUFFOLK COUNTY, N.Y. 1000-59-01-24 NOVEMBER 8, 2005 (UPDATE) MA Y 6~ POlO (ddd~i~ JUL Y 2~ ~0 FOU~A TIO~ ~ ELEV~ TI~ ~EOON/O SU~y~o~-J,~ ~' (651) 76~-5020 FAX~ZO"765_ 1797 P.O. BOX 909 Compliance Certificate Project Title: Marinos Residence Energy Code: 2g07 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached I or 2 Family Hea0ng Type: Non-Electric G~azing A~ea Percentage: 14% Heating Degree Days: 5750 Construction Site: Owner/Agent: 805 Leton Dr. Southold, NY 11971 Designer/Contractor: Angel Chorno Architect Compliance: 16,5% Better Than Code Maximum UA: 85 Your UA: 71 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane Door 1: Solid Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 363 34.0 0.0 12 440 19.0 0.0 22 60 0.330 20 17 0.310 5 363 30.0 0.0 12 The proposed building represented in this document is consistent with the building pJans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications e~ in cornptian cja~it h t~ls ~l~de. S~ature ' ~' / ( Date Project Title: Marines Residence Report date: 05/10/10 Data filename: Untitled.rck Page I of 4 Inspection Checklist Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R-34.0 cavity insulation Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c. R-lg.0 cavity insulation Windows: [] Window 1: Wood Frame:Double Pane, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Doors: Door 1: Solid, U-factor: 0.310 Comments: Floor 1: All-Wood Jctst/Truss:Over Unconditioned Space, R-30.0 cavity insulation [] [] Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" ctearance from combustible materials, If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: [] Installed on the warm.in.winter side of all non-vented framed ceilings, walls, and floors, Materials Identification: [] Matadals and equipmenl are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] insulation R-values and glazing U-factors are ctearly marked on the building plans or specifications, [] Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that ach[eves the rated R-value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] 'Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. thsulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic~plus~mbedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and Iocking-bjpe longitudinal joints and seams on ducts operating al less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Project Title: Madnos Residence Report date: 05/10/10 Data filename: Untitled.rck Page 2 of 4 3'emperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electhc meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors, Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe dsers have a heat t~ap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system, [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletabie sources, Pool pumps have a time cJock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Madnos Residence Repor~ date: 05/10/10 Data fllename: Untitled.ink Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runoute Heated Water Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2" Runouts 1 ' and Less 1.25" to 2.0' 2.5' to 4' Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Marinos Residence Report date: 05/10/10 Data filename: Untitled.rck Page 4 of 4 D ;f t 11 1 1 PLUMBER CERTIFICATION ON LEAD CON7?v: PEFORE CERTIFICATE OF OCCUPANCY SOLDER USED iN WA TLR SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% ~*EAD. WITHOUT CEFtTIFICATE OF OCCUPANCY PLUMBING ALL PLUMBING WASTE & WATER LINES NEED ;TESTING, BEFOR[COVE8 N(3 ALL CONSTRI ~gTION SHALL MEEq THE RE~i_,,~ ~ ~ OF THE CODES OF NEW '~OhK STATE. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF ]'HE TOWN CODE. '~ ?,~f- ~-.~d. APPROVED AS NOTED FEE ~o~,&.x~z'~) BY~.~.,~; NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1 FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2~ ROUGH* FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION ~4 FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH CFiAPTER "46" -"'UNDERWRI~RI~OE~T~dA~ FLOOD DAMAGE PFtEVENTION ~REQUIRED SOUI'HOLD ' TO~N GODE. ' DO NOT PROCEED WITH F Z# ' C -%~ RECEPTACLE :~ GROUND'FAULT Ri~CEPTACLE W'~=~ WE_ATHER PROOF RECEPTACLE · 'v SWITCH .~ CEILING LIGHT CENTER UGHT BRACKET ,¢-,~ EXHAUST FAN - '~'SMOKE DETECTOR ~ CARBON MONOXIDE DETECTOR ' ~ TELEVISION OUTLET . , j WINDOW PROTEC F~OF. GENERA CBNSTRUCTTBN NF1TES CLIMATIC AND ' NAILING SCHEDULE .~..~., ~sc~ ~s~. n~, ,,x~ .c ~m ~mn mrn.~ ~un ~ c0~Tm~cTm..MM~ GEOGRAPHIC DESIGN CRITERIA ~L NAD.. S~ m ~ AT ~m D.C. SP~D~ ANY D'~ S~INiS m D~ nn~'t~o 'r~ croTn'tm ROOF FRAMING, 10-99 S~tdurd ,Fei,. Hub'it:erie ~ ~ 7-08 ~ FIWH 7..-~e~ li, dnun b,MOn Louis GENERAL CONSTRUCTION NOTES, GENERAL FOUNDATION NOTES cmK~e~e ee Mso~y ~ occu~aO ~ ex.'mMo~ cF. uflhee,'~ed M ~s, ~ e~ ~omdm;do~ mdts pMo¢ ~o beckflUb~ 9. ~Oe ~o be provkbd es IM~ s~.m R405 o~ M¥.S. ~ldl.~t code WALL FRAMINGI FLOOR FRAMING, GENERAL FRAMING NOTES m 1/~' d~x7' tang o~:l,m¢ ba~ts · &' 13~ ona w/I 1' oe ~*~as oA~ carfle~ ROOF SHEATHING, CEILING SHEATHING, WALL SHEATHING, FLOOR SHEATHING, TABLE 3,8 ROOF SHEATHING REQUIREMENTS FOR NOTES, THE~ NOTE~ A~ [~ILY TD ~ REFERRF. IJ N~NTIDNED ZN ~i'L~A.ILE NOTES DM.Y, When w~U s~te~'~lr,o Is c~Yf~aus ovm- connecM reduced ~ol - 16d ~GI per GENERAL DECK & PDRCH NOTES orcI,Y~ed on~:o concrete p61~. ID~ed ~o 10uid~g tl'd~ 1/2' db, ~tvm~zed bel%s, ~ AU Foo~ ¢~ pos~s e~J ~ers ex+.efld · ~ o~ 6' above GENERAL PLUMBING NOTES L ~t wo, t;er sl.q~Ty, ~ Grid ven'k~ ~ be em pm" KY,S, WIND LOADS~ NOTES TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS, NOTES GENERAL HVAC SYSTEM NOTES GENERAL ELECTRICAL NOTES 1. ~l ~, ~,o be ~s per N.Y~ Reslde~J~t Co~ Code. 3. Smd(e de'tec'b:f,s 'to be toco',~d YM'ouGh~ ~s p4n, ~ ~:~A? ~ FOR 2G' GC. RNrTERS m~ 'KI~- ' CONN~C¥10N PITCH SPN~ CAPACITY 16' 678 4~ ~4' 1017 ~ ~7 ~6' E~ 915 ~ 1~5 36' 1176 I~~ 351 16' 468 ~ E4' ~, ~9 ~' 1053 IR' 16' 74~ ~ 544 - ~4' ~ 87O ~, 979 pRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD WOOD FRAME CONSTRUCTION VITH ALL MEMBERS AT 16' [],C, UNLESS OTHERWISE NOTED, RAk~ D~RHANG []LITLI]OK CI~CTIDNS HEA~ER GIR~R CDNFE~CTIDNS: ROOF HEAIF-R UPLXF1L LATERAL SPAN SPAN [Lbs. ' ~' 469 4' 939 ~04 &, 1409 762 8' 1979 1016 ~ 10' 2-?.471E70 12' L:~17 1524 14' 3~86 1779 16' 3756 ~03~ ~' 600 4' 1~39 6' 1959 76i?. 8~ 0479 1016 ~8' 10' 3098 1270 12' 3718 15~4 14' 4339 1778 16' 4998 ~' 770 254 4" 1540 504 6' 2310 762 8' 3081 1016 36' 10' 3851 1270 1;' 4E~ 1524 14' 5391 1778 16' 6161 0030 RAFTER UPLIF1 SPAN '~' ~C 361 16' DC 481 UPLDrT CONNECTIONS FDA, RAFTER-TO-VAIL. VN.L-TO-VALL AND VALL-TD-FDUN~ATD]N RDD~' CONNECTION I~N. 8d NAILS NOTES SPAN CAPACITY REQUIRED 12' 427 tbs. 4 16' 506 U~. 5 ~)' 606 [LBS,,, 5 ~4' 706 Lbs. 6 ~' 806 I, bs, 7 3~' 9~7 tbs. 8 36' 770 [Lbs. 7 12' D.C. HOLD~VN ANCHORS RECIU~ TYPE I AND TYPE II SHEAR VALLS (6' PANEL El~ NAILINg) VALL HOLtI~OVN HL'~GHT CNa/VCITY Gbs.) 9' 3375 10' 4225 VIN~OV SILLPLATE CONNECTIDHS SPAN tbs, 2," 054 4' 504 9' 1016 10' 1070 10' 1524 14' 1778 16' 2032 RAFTER-TD-VALL TY-IX)VN CONNECTIONS MIN. NAIL ~PACING FO~ RO[)F SHEATHING w/ ROOF RAFTERS e 16' DC VALL-TQ-VALL CONNECTIONS VALL-TO-FnI.~IDATIDN CONNECTIONS NAIL SPACING "AT[ NAIL SPACING'AT INik.~.~_MATE L.[]CATICH PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER 6' Q~C. 6' (~C. r~-ar ZONE INTER!DR ZONE 6' D,C. la' n,c, GABLE END VALL 4' IZC. 4' a,c, RAKE L RAKE TRUSS R!DG~STRAPPIMG GENERAL TIE HQLDDOVNS VHERE REGUIRE~ HQLDDE~NS VHERE REQUIRED STRAPPING TYPICAL WIND LOAD PATH N.T,S, HDLD~VN HEA~ER SILL CONNECTORS ANCHORS TYPICAL SHEAR WALL ASSE. M ,LY N,T,S, HOLDDUVN ANCHORS MI~L NAIL SPACING FOR VALL SHEATHING ATTACHNENTS .... NAIL SPACING AT NAIL SPACING AT IN~ERMEOIATE LDCATIO~I PANEL ETJGES SUPPORTS IN THE PANEL FIELD 4' EDGE Z:CHE 6' D,C. 10' B,C. INTERIOR ;ZONE! 6" O,C. 1~' D.C. . .... WIND PROTECTION CONNECTION NOTES ASSEHBLY FDA /d.L CONNECTIOI~ AND TECI'&NIgI.[S TO ~: IN ACCDRGANCE v)FrH THE F~ q riVING NANO.~L.~ ~). 199'3 S~C HIGH V1ND E~IT~ON '~!:iB FRAME COHSTRUCTION b), SSTB 10-99 STANDARD FOR H~ICANE RESISTANT RESIDENTIAL C(]NSTRUCTION c). ASCE 7-0~ (REVISED FROM 7-98) MININUM DESIGN LOADS FO~ PAJIL[IINSS AND OTHER STRUCTURES TME G~:MERN. CDNIl~ACTOi~ AND FRAMEJ~ SH~d.L REFER TD ABOVE NANUALS VINO PROTECTION FOR P~K]PER INSTALLATION. ALL OTHER CQMSTKqJCTIGN SNALL 1N ACCORDANCE: VZTM NL:%d YORK STAT[ RES[DE:NTIAL CONSTRUCTII:)N COB[. 1), RIBGE TD RAFTER ASSE~LY, 1-1/4' x 00 GRUGIE METAL STRAP SHALL ~E ATTACHED TO EACH PAIR OF RAFTE~S~ VHEN A COLLAR TIE IS USED IN LEU DF A RIDGE STRAP. THE N~R ~ ~ C~ ~ILS ~I~D IN E~H EN~ ~ T~ C~LAR TIE ~ ~T EXCEED THE TAbArD ~MBER ar ad IN THE STEEL STRAP, 2). RAFTER TO VALL ASSEM~LYt LATERAL FRANING AND SHE:AN CONNECTIONS FOR RAFTER, CEILiNG JOISTS DR TRUSS TQ TOP PLATE SHALL DE IN ACCORDANCE TQ CHART INCLUDED. USE 4-8d CDHNI~ NAILS PER RAFTER AND / I~ CEILING JOIST TD TOP PLAT[ C[]NNECTIBN .AT VALL HEZGMTS UP TO lO' AND AT RAFTER / CEILING JOI~TS SPACING 2 16 n.C. FDA AN ALTERNATIVE FOR LATERAL AND SHEAR COMNECTION. STUDS ]tELO~, f~A. FTE~S WHEN RAFTER DR TRUSSES DQ MOT FALL IN LINE ~/ITH TRUSSES SHALL SE ATTACHED TO THE ~RLL TOP PLATE AND THE ~ALL T~P PLAT~ SHALL BE ATTACHED TO THE VALL STUD VITH UPLIFT CGHNECTIDN~, 3), VALL ASSEMBLY TD VALL ASSEMIILY, VALL STUDS A~I3VE AND STUBS DELDV SHALL SE ATTAC~D VITH ~ZFT C~CTORS. BE ATTACHED TO A C~GN ~MB/R IN THE FL~ A~EH~Y ViTfl ~LIFI CUN~C tu. , 4). ~,/ALL ASSEMBLY TQ FOI.~DATIDI~b FIRST FLOiSR VALL STUDS SHALL BE CGNMECTED TD THE FI~DATIDhl. SILL MINIM BOTTON PLATE WITH ~ZrT C~[CT~S. S~L STRAPS SHkL~ ~VE * NA~[. VEN T~[ STEEL STRAP [S LAPP[~ ~[R T~ ~TT~ PLATE, 3-1~H VAS~RS SHALL '~ H~ TN THE A~ ~TS AND THE ~CHDR D[T SPAC~ NOT EXCEED 72' D.C, F~ BUILDINGS ViTH A CRAVL SPACE DR BASE~N~ ~U[LD~NGS ViTH A SLA~-~-GRADE S~L HAVE ~CH~ ~LTS AT A MAXIMUM DF 3~' D.C. ~TEEL EM~D~D IN ~ IN CONTACT VITH SLAB-DN~A~ DR MAS~Y ~DCK SHALL BE ~T-D[PPED ~V~1ZE9 CDATEA 5), HOLDDDVN' e HOLDDnVN SHALL D~ PROVI~F-.~ A~; SPECIFIED IN T~ $~V~L ~I~NENT~ ~ TA~ES 3,SA-B F~ VALL TYPE I ~ TA~ 3.16 FDA VALL TYPE II SELECTED IN ACC~A~E ~XTH 3,4.4,~ FR~ T~ SEC 1993 HI~ VINO EDITI~ VD~ FRAME CDNSTRUCT[~ HA~L, A C~iTI~S L~D PATH FROM THE ~D~VN TO T~ FDUNDATX~ S~LL ~E MAINTAINED. V~EE A ~LD~VN RESISTS T~ DVERTU~ING LOAD F~ THE STORY ~ STORIES A~DVE. THE HOLD~VN SH~L ~ SIZED FOR T~ RE.IRED ~LD~OVN CAPACITY TENSION C~ITY AT ITS LEVEL PLUS THE REQUIRED ~D~VN TENSION CAPACITY OF T~ STaY OR STORIES A~OVE, 6), CONNECTIONS AROUND VALL I~NINGS~ HEADER AND / DR GIRDER CONNECTION SHALL ~ ATTACHED WITH UPLIFT CONNECTIONS. 7). VINDOV SILL, PLATES, VINDOV SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS, 014 VALL SILL ,PLATE (FLAT), ].-PLY FOR OPENINGS UP TI] 4'! /d~D O-PLY FDA DPEN~.NGS 2x6 WALL SILL PLATE (FLAT), 1-PLY FaR OPENINGS UP TO 5'11 AND O--PLY FD~ OPENINGS UP TO UP TD 7). CATHEDRAL CEILINGS, VHERE RIDGE IS TO DE USED AS A STRUCTURAL BEAM. THE RAFTERS SHALL EITHE~ SE NOTCHED AND ANCHORED DIN TOP DF* THE DEAN DR SLOPE C~ECT~S S~L ~ ATTAC~O T~ ~H RAFTER TD RI~ AL~ THE ~EN CEILING PART DF THE ~UILDING, C~CTIDNS TO THE RI~ AND VALL SHOE ~ T~ SA~ AS A~OV[ RE~IRE~NTS, 8), A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTEl[OR ~dALLI USE (2) JACK STUDS ON EACH ~I~[ ~ ALL VALL ~ENINGS REQUIRI~ A ~A~ER UNLE~ DT~RVISE ~TE~, , U~ CE) F~L LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6 0 ~N~ (3) F~ L~ ~PE~S UNLESS DTHERV~SE NOTED. USE THE FDLLDWING USP BRAND DR APPROVED EQUAL METAL CDNNECTDRS TD MEET THE MINIMUM UPLIFT REQUIREMENTS, CDNNECTIDNS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECDMMENDATIDN TO ACHIEVE MAXIMUM UPLIFT CAPACITY, NIN)INUN CATALOGUE DESCRIPTION LOAD CAPACITY NUMBER RTlO TY-DOVN ANCHOR 585 tbs. RTO0 RAFTER-TD-VALL STUD TY-~DVN ANCHOR 1105 tbs, RT7 RAFTER-TO-TOP PLATE TY-DOVN ANCHOR 585 tbs, RTl6 RAFTER-TO-TOP PLATE TY-DDVN ANCHOR 950 tbs, $PT44 & STUD PLATE TIE 1070 tbs. SPTH4 & 6 STUD PLATE 1~ 1470 kbs, M~ND4UN CATALDGU~ ~R~PT~3N LOAD C~ITY FAST.RS ~E~ A~ ~D~ A~ 4000 tbs. ~T TO SILL~ C1) 3/4x5-1/4 A~IHOR B~TS ~LT TO VERTICAL ~M~R. C~) 7/8~3-1/2 BDL' KN~c STR~ TIE 4~ tbs. LSTAI8 FLAT STRAP 1055 Ib~ C14) tod COMMON ~ILS LSTA~ FLAT STRAP 1670 tbs._ ~) tod C~N NAILS FASTJ/NERS RAFTER L STU~ (6) 8d RAP ['P-R& STUD, (9) IOxl- PLATO (4) RA~ ~.~ ANB RATE, (5) 8d i;~ PLATE~ 8) ~ PLATE AN9 STU~' (6) PLATE ~g ~T~ (~) tO~ MARiNOS RESIDENCE 805 LETON DP, SOUTHOLD NY CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK DATE: 5-6-010 A-4 TYPICAL DECK WIND UPLIFT REOUIREMENTS TYPICAL DECK N,T,S. ALT, HEADER GIRDER CDNNECTIDNSs DECKHEADERUPLIF' SPANSPAN [los, 6' 1408 8' 1878 20' 10' 2347 12' 2817 6' 1859 8' 2479 28' i0' 3098 12' 37!8 6' 8310 8' 3081 36' 10' 3851 12' 4681 UPLIFT CONNECTIONS FORs JOISTS-TO-GIRDER / HEADER DECKICONNECTION MIN, 8d NAIL~ SPANCAPACITY REQUIRED 18' 487 Ihs, 4 16/ 526 Lbs, 5 80' 686 Ihs, 5 24' 726 tbs, 6 28' 826 lbs, 7 38' 987 Lbs, 8 36' 770 ~bs, 7 USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALViNIZED METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND INSTALLATION BY MANUFACTURE, PRODUCT UPLIFI GALV, MINIMUM DESCRIPTION NUMBER Lbs, FASTNER REQUIRED 4x4 POST: (18) 16d COM. NAIL PBS44 1815 POST CAP BEAM~ (18) !6d CUM, NAIL 4x4 POSTs (8) 16d CUM, NAIL POSE44 1430 END POST C,AP BEAMs (8) 16d CDM, NAIL BEAM/GIRDER~ (8) 5/8' BOLTS KC44 4x4 COLUMN CA )3265 POST/CDLUMN~ (8) 5/8' DIA. BOLl 4x4 FOOTING/PIER: 5/8'x7' ANCH'DR BO PAU44 2840 POST ANCHOR POST/GIRDER~ (18) 16d COMMON NAIL 4x4 WET POST ANCHOR C3E44 3585 COLUMN BASE POST/GIRDER, (2) 1/8' DIA. BOLT: 4x4 WET POST ANCHOR KCB44 5650 COLUMN BASE POST/GIRDERs (8) 5/8' ILIA, BOLT 6x6 PBST~ (18) 16d COM, NAIL PBS66 1815 POST CAP BEAM~ (12) 16d CON, NAIL 6x6 POST~ (8) 16d CDM, NAIL POSE66 1430 END POST CAP BEAM~ (8) 16d CDM, NAIL 6x6 BEAM/GIRDER~ (8) 5/8' BOLTS KCC66 5885 COLUMN CAP POST/COLUMN, (4) 5/8' DIA, BOLl 6x6 FODTING/PIER~ 5/8'x7' ANCHDR BDI PAU66 8350 POST ANCHOR POST/GIRDER~ (18) 16d COMMON NAiL 6x6 WET POST ANCHOR CBE66 3570 COLUMN BASLE PBST/GIRDER~ (8) 1/8' DIA, BOLT', 6x6 WET POST ANCHOR KCB66 5640 COLUMN BASLE POST/GIRDER~ (8) 5/8' DIA, BOLl TY-DOWN JOIST~ (6)8d COMMON NAILS RTIO 585 ANCHOR HEADER/GIRDER, (6) 8d COMMON NAI TY-DOWN JOIST~ (9) 10x1-1/2 NAILS RTSO 1105 ANCHOR HEADER/GIRDER~ (4) ]Od COMHON. NAI INSTALLATION NOTES, 1), ALL POSTS TO BE ANCHORED TO FOOTING DR PIER wITH POST NCWt 2), HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO EACHPOS'I 3), EACH JOIST TO BE ANCHORED TO .IDI~T HANGERS TO BE ATTACHED TO GIRDER DR HEA~ A PT LEDGER BDAEO TWIAT IE TO BEBOLTEDTO ~LDG .Ji]l,'~l MAPJbP_K~ II DATE: 5-6-010 MARINOS RESIDENCE !' 805 LETON DR ~ = : ~ '8 ~r: ~~ SOUTHOLD NY 5,-5 ! :.o,,,~..~ CHORNO ASSOCIATES SOUTHOLD, NEW YORF~ I "'"