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HomeMy WebLinkAbout33694-ZFORM NO. 4 TOWlq OF SOL~fHOLD BUILDING DEP~=RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34170 Date: 01/20/10 THIS (]~TIFIES that the building NEW DWELLING Location of Property: 62555 CR 48 (HOUSE NO.) Co%[nty TaxMap No. 473889 Section 40 Sukx]ivision Filed Map NO. __ GREENPORT (STREET) (HAMLET) Block 1 Lot 7 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 4, 2008 purs~m-t to wh/ch Building Permit No. 33694-Z dat~ FEBRUARY 19, 2008 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 ONE FAMILY DWELLING WITH COVERED FRONT ENTRY, REAR DECK AND SECOND FLOOR DECK P~ APPLIED FOR. · ~ne certificate is issu~ to THO~S ZOITA~ of the aforesaid building. (OWNER) SuFfOLK CO~l-f DEPART~T OF H]~ALTH API~R(WFAL R10-07-0086 ~.~-rKIC~J~ C~aTIFICATH NO. PLD~E~S CERTIFICATION DA'r~u 12/21/09 130822C 10/09/09 GEORGE CAVANAGH // A~oriz~ Signature 10/16/09 Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA=RT~NT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34171 Ik~te: 01/20/10 THIS CERTIFIES that the building ACCESSORY Location of Property: 62555 CR 48 (HOUSE NO.) County TaxMap No. 473889 Section 40 Subdivision Filed Map No. GREENPORT {STREET) (HAMLET) Block 1 Lot 7 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 4, 2008 purs,,mnt to which Building Permit NO. 33694-Z dated FEBRUARY 19, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The Occupancy for which this certificate is issued is ACCESSORY TWO CAR GARAGE AS APPLIED FOR. · he certificate is issued to THOMAS ZOITAS of the aforesaid building. ( OWNER ) So~OI~( CO~Y DEP~/~T~T OF NFJ~LTH APPRO%]%L ~.R~-rKICAL CERTIFICATE NO. PLD~ERS ~KTIFICATION DA'£mo Rev. 1/81 ~/~ 130822C N/A //u/r~ z e~ Signature 10/16/09 Form No, 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY JAN I 5 BLDG. D£PT. _ TOWN OF SOUTHOLD 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 of electrical 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 architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. 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. Ifa 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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 New Construction: */~' Old or Pre-existing Building: Location of Property: (,~O~ 5 ,~ 5 ~x~_ C~ ~'~- House No. Street Owner or Owners of Property: ~'- 6'~'x ~.~3~ t~t ~ Suffolk County Tax Map No 1000, Section L-[ ~ Subdivision Permit No.,~2) ~'9(0 ~ C{ '~ Date of Permit. Health Dept. Approval: [ ;2~-¢\/ ~OI Planning Board Approval: Request for: Temporary Ce~ificate Fee Submiaed: $ ~ . k~ ' Date. (check one) Block [ Lot Filed Map. Lot: Applicant: 13tg53QOJnderwriters Approva ~.%\ tlr i [3'~ Hamlet Final Certificate: Applicant Signature Issue Date 10/16/2009 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 130822C East Patchogue, New York 11772 (631) 286-6642 Issued To: Zoitas Residence Street: 62555 North Road Village: Southold Section: Block: Zip: 11971 Town: Southold Lot: Contractor: Abco Electric Corporation (L) Lic. # 5168-ME Was examined and found to be in compliance with the National Electrical Code. ~] Commercial [] NVDefects [Xl Pool .~ tstFIoor ~X~ Indoor [Xj BasementL ~ HotTub [] Residential ~ Det. Garage ~ Attic )~1 2nd Floor [] Outdoor ~ ! Addition ~ Survey Switches Receptacles Fixtures 89 73 136 Dishwasher Washer/Amps Dryer/Amps 1/20a 1 20 I 30 Furnace Oil Gas Circulators 1 x 9 Meter Amps Phase UG/OH Jacuzzi 1 300 1 Ix~ / Bldg. Permit: GFI Heaters A/C Fans 16 2 Oven Range/Amps Microwaves 1 Gas 1/20a Smoke Detector Bell Transformer 8 Television CO Detector Other Equipment ~-150 amp M/B Panel/1-30 amp Spec. Circuit/ 1-40 amp Raintight Subpanel/1-20 amp Pool Spec. Outlet/2-A/C Disc./2-Air Handler Disc. Hugo S. Surdi President Roughi Inspector: Jof~n McMahon III This certificate must not be altered in any manner. Inspectom may be identified by their credentials. CERTIFICATION Build~ng Permit No. 6 ~_ ~. Owne?: "l'-/q O ~ ^% '~ O / T'A (Please print) Gglease print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this CONSTANTINE RABOS NO~ Pubhc State of New York NO 01RA5022137 Qua~if~d in Q~Jeens Coumy COmmiSSion Ex!rares Jan 3, 2010 Nota£~ Public, k~ ~,.A_L~ County 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) PEP, MIT NO. 33694 Z Date FEBRUARY 19, 2008 Permission is hereby granted to: KACE LLC (ZOITAS) 62555 CR 48 GREENPORT,NY 11944 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT ENTRY & ACCESSORY GA/~AGEAS APPLIED FOR; TWO CO'S REQUIRED at premises located at 62555 CR 48 County Tax Map No. 473889 Section 040 pursuant to application dated FEBRUARY Building Inspector to expire on AUGUST GREENPORT Block 0001 Lot No. 007 4, 2008 and approved by the 19, 2009. Fee $ 2,851.20 Authorized Signature Rev. 5/8/O2 ORIGINAL 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 [ ] RRE RESISTANT PENETRATION REMARKS:~~~q. ~ INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~FOUNDATION 2ND [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION ~FRAMING~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: , DATE INSPECTOR ~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION · ~UOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: /~..~o../~-..~ ~-?~_~ / ? INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTI ON [ ] FOUNDATION 1ST [ ~R'~UGH PLBG(/.,~ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCI10N [ REMARKS: ~'/~.~- ~ ] FIRE ~AFETY INSPECTION ] FIRE RF.$1ST~IT I~N~'R~TION INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. F~UI~ OAT I O~L2,Ni)~ [ ]INSULATION ~/~ .,, [~FRAMING~~ [-']FINAL FIREPLAC~ ~--~H-'~MNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION FOUNDATION 1ST [/,,,'~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ,.!?I-,~DAI~ 2N O [ ]INSULATION ~~PPING[~ [ ]FINAL '['-~]._FJBEPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ [ ] RRE RESISTA~I' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS.'~"/~ /,/z~g ,~./c,/"-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~'~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /,2---//~- ,~ INSPECTOR .~-~T~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE [ ] FOUNDATION 1ST ~ [ ] FOUNDATION 2ND [ ] IN~I~L~ATION [ ] FRAMING / STRAPPING [,/]~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMAR ~.~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INS~TION FRAMING / STRAPPING [ ;...]"FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRERES~ .C~N.S~R~ UCT10~ [. ] FIRE~ES,STANT ~PENqETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INflATION [ ] FRAMING/STRAPPING [F,~"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: (~~ ~ ~ ~ · /,~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ~e~'?7, 20 O~ Approved 4/q ,20 0 ~ Disapproved adc Expiration PERMIT NO. ,Building Inspector 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 Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date c~- Gz' ,2000~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, 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 constmction of buildings, additions, or alterations or for removal or demolition as heroin 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. ~ - -~ (-~S~~t or name, if a corporation) (Mailing address of applicant) 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 applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro. posed work will be done: House Number Street o' Hamlet County Tax Map No. 1000 Subdivision Section /7"0 Lot 0 7 Lot State existing use and occupancy of premises and intende~l use and occupancy of proposed construction: a. Existing use and occupancy k/~ 6' arc b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ~" Addition Alteration Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars (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 Height. Number of Stories Rear _Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Sizeoflot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO __ 13. Will lot be re-graded? YES__ NO__Will excess fill be removed from premises? YES__ NO__ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet o~ 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. 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__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) ~, SS: COUNTY OFc-----,) [5~//L~/~( ) l-d~ff-x... (?~?~'~l'~q:-~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (((¢'ntractor, 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 true 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 this ~ ,Z~ day o f ~S~zdd.~ 200(~' /-~"~ ~. (I Notary Publi~J ~L~ _~ Si~ature of Applicant Delfino Insulation III 119 Stephen Hands Path East Hampton, New York 11937 Phone: 631-329-7181 Fax: 631-329-7159 Insulation Certificate WORK AREA ITEM INSTALLED Customer: Proposal #: DateCompleted: ] ~ / h / Deif'mo Insulation III~ BLDG DEPT. TO~','N OF SOUTHOLD Deli'mo Insulation III 119 Stephen Hands Path East Hampton, New York 11937 Phone: 631-329-7181 Fax: 631-329-7159 Insulation Certificate WORK AREA ITEM INSTALLED Customer: Proposal #: Job Address: .! Date Completed: /~./)l Dell'mo Insulation III ~ Roclovool Wall Spray Insulation is an Environmentally friendly product that is setting the standard for the 21~ century by combining Thermal Efficiency, Acoustical Properties, and Fire Protection aH in one product. Because the Rockwool Wall Spray Insulation is a full wall thickness installation the R-Value is a true R- Value. Energy Savings begin immediately and continue for the life of the slructure. Refer to the R- Value chart on the next page to determine what R- Value you will rcecive fo~ your specific wall constmcfiom In addition, Rockwool Wall Spray Insulation is an ecologically sound product made from sustainable products and recycled materials. It contains no asbestos, fommldehyde or chemical additives. It is non-combustible, non-corrosive and odor-frec. It will not absorb moisture, will not support mold, mildew, or fungus and will not decay or breakdown. Becanse Roclovool Wall Spray Insulation fills thc cotirc wall cavity it becomes a sound- attenuating blanket that is custom fit to overcome framing irregularities without cutting or compressing. Rock~ool Wall Spray Insulation is an environmentally safe, Class A Underwriters Laboratories listed spray material and will provide one and two hour fire ratings as illuslrated in fig. 1. Roclc~ool Wall Spray Insulation contains no smoke-producing chemicals. Rock~ool Wall Spray Insulation qualifies as Class A under ASTM designation C-764 Type I and II, using ASTM C-518 for the thermal standards. It is nun-combustible. fig. l YSTEM (OPEN BLOW) one bag install in open wall areas by pneumatic equipment with or without adhesive will _p_ro~v~_'_d~e ' _m~ la, tion resistance (R) value at the weights "~.~.~erage's shown below: R-Value Inches Coverage per Weight Bags per bag (sq. ft.) per sq. ft. 1000 sq. fL 15 3.5 25.68 1.17 38.99 ~ 15.5 3.63 24.79 1.21 40.33 __~ 23'5 ~ 1o.3~ I.B.~ -- 61.04 ~ 34 8 11.27 2.68 88.73 "R" Value is a measure of insuisting ability. "R" means gesistnnce to heat flow. The higher thc "R'* Value, the greater the insulation value. M~. M~II. Net Weight Bag~ R-VALUE* Thklme~ Coverage per Sq. per 38 11.21 18.09 1.66 55.27 33 9.74 20.83 1.44 48.00 30 9.60 ,23.44 1.28 42.67 26 8.32 27.04 1.11 36.98 22 7.04 31.96 .94 31.29 19 6.08 37.01 .81 27.02 13 4.48 50.22 .60 19.91 ! 1 3.52 63.92 A7 15.64 "R' Value is a measure of insulating ability. "R' means resistance to heat flow. The higher 0ac "R' Value, the grea~r ~he insulation value. Values were taken at a mean temperature of 75° F · ATTIC SPECIFICATIONS ,3/C0'z LIVING AREA BEDRM 1  ZOITAS RESIDENCE i ~. '~',;,~ o:-,ARSHEMOMOQUE .... SOUTHOLD NY A-1 '°O 0 ' ~ '~"¢~,~:, ~a.'~.. '~,'::,,~" CHORNO ASSOCIATES  architects. SOUTHOLD, NEW YORK LIVING ROOM CHANGES (new fireplace location) Permit # Permit Date Compliance Certificate Project Title: Zoitas Residence Report Date; 02/03/08 Data filenarne: C:~Program Files\Check~REScheck~Zoitas Residence.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 25% Heating Degree Days: 5750 Construction Site: Owner/Agent: Arshemomogue Southoid, NY 11971 Designer/Contractor: Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16' o.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Glass: Floor 1: Ail~Wood Joist/Truss:Over Unconditioned Space: 2530 34.0 0.0 81 3345 19.0 0.0 151 570 0.330 188 266 0.330 88 2400 34.0 0.0 70 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations subm~ed wffh this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design professional has stamped and signed this page, they ars attesting that to the best of his/her know[edge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Company Name Date Page 1 of 4 Inspection Checklist Da~:0~0~08 Ceilings: [] Ceiling 1; Flat Ceiling or Scissor Truss, R-34.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, desc~be features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Door 1: Glass, U-factor: 0.330 Comments: [] Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-34.0 cavity insulation Air Leakage: [] Joints, penetrations, and all other such openings In the building envelope that are sources of air leakage must be sealed. [] Recessed lights must be 1 ) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5' ciesrance from combustible materials. If non-lC rated, the fixture must be installed with a 3' clearance from insulation. Vapor Retarder: [] Required on the warm-in-winter side of all non-vented framed ceilings, wails, and floors. Materials Identification: [] Mater~ats and equipment must be installed in accordance with the manufacturer's installation instructions. [] Materials and equipment must be identified so that compliance can be determined. [] Manufacturer manuals fo~ all instaltad heating and cooling equipment and service water heating equipment must be provided. [] Insulation R-values and glazing U-factors must be cieady marked on the building plans or sbec~ications. Duct Insulation: [] Suppty ducts in unconditioned attics or outside the building must be insulated to R-8. r~l Return ducts in unconditioned attica or outside the building must be insulated to R-4. [] Supply ducts in unconditioned spaces must be insulated to R-8. [] Return ducts in unconditioned spaces (except basements) must be insulated to R- []Retum ducts in unconditioned spaces (except basements) must be insulated to R-2, . Insulation Ls not required on retum ducts in basements. Duct Construction: [] AI~ joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus*~.mbedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Zoitas Residence Page 2 of 4 Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa), [] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electdc meters are required for each dwelling unit. Firaplacas: ~1 Fireplaces must be installed with tight fitting non-combustible fireplace doors. [] Fireplaces must be provided with 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 risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is pert of a circ~Jlafing system. Ct Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Syatoms: insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [] All heated swimming pools must have, an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources, poci pumps require a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Zoitas Residence Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches b~ Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1# Up to 1.25" 1.5' to 2.0" Over 2' 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 I~uletion Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(*F) 2" Runouts Insulation TM~kne~t In Inches by Pipe SIze~ 1' and Less 1.25' to 2.0' 2.5" to 4' Heating Systems Low Prassure/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 Systeml ChilJed Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Zoit~s Residence Page 4 of 4 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: District Section Block THE FOLLOWIHG ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADINGt DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (,~) for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Om Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off crealed by site clearing and/or construction activities as well as all Site Improvements and the perreanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? ~,,,.~ ~l~ This Item shaft include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl (4~.~t .giY,.~-./ Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? I~1 -- Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand (5,000) Square Feet of Ground Surface? I~1 -- Is there a Natural Water Course Running lhrough the Site? m'~ Is this Project within the Trustees judsdiclion or within One Hundred (100') feet of a Wetland er Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? I~1 -- Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? I~1 -- Will this Project Require tile Placemenl of Material, Removal of Vegetation and/or the Construction of r~ any Item Within Ihe Town Right-of Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparalion within the One Hundred (100) Year Floodplain of any Watercourse? X NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Sox, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Ye~s Does this project meet the nlinimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! __ __ STATE OF NEW YORK, That 1 .......... ~ .~(~.~ lining dui5 sTM Il, depOSeS mtd says fltat he/she is d~c apl)lie;mt fo~ IS'milt, Owner and/or n l)~escuta~ixe otthe Ownc~ of ()~ucfs, ~md is dui3r aud~oHzed to 1)erlonn or havc I)erl'ormed the said work and to make m~d tile flus applica~on; that all slatemcnU con.ned in ~is application are mm Io the best of les h~owledge mM belief; ~d fl~at fire work will be peHbrmed in the manne~ set forth in tim application filed berexxdth, Sworn to bc[brc ............................ No[ap,, Public: .... 'r ..................... FORM - 06/07 ~n S. ft01k C~I~_ resMarch 19, 20 [~ SUFFOLK COLINT¥ DF. pT. OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE shown on the a~ch~ su~ey or 8itc plan (3 copies n¢~ed), dated Building Permi~ Only Very Truly Yburs, SUFFOLK (7OLrNTy DEPT, OF PUBLIC WOP,~S C~HJ(RLES J. BARTHA, P.E,, COMMISSIONER RICHARD J. LAVALLE. P.E. CHIEF 15NO INF_ER ./' THOMAS LAGUARDIA, P.E. CHIEF DEPUTY COMMISSIONER COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS GILBERT ANDERSON, P.E. COMMISSIONER CR # 48 Project Name: Applicant Name: Thomas Zoitas Project Location: Grecnport SCTM # 1000-40-01-07 Date: 10/15/08 LOUIS CALDERONE DEPUTY COMMISSIONER [] [] [] APPROVED DISAPPROVED APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the County right-of-way. ///William Hillman, P. E. //Chief Engineer 335 YAPHANK AVENUE SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY / AFFIRMATIVE ACT[ON EMPLOYER (631)~524OlO · YAPHANK, N.Y. 11980 · F~.X (65J]J$2-4150 C..._._..'i .......... I ........ 5'LAINT SEC 177, ' LETTER OF CREDIT # k. RETURN SECURITY TO THE FOLLOWING (I1~ DIFI~EREN'D PURSUANT TO TH£ PROVISIONS Ol~ SECTION 136, ART. 6, OF TI[~ NEW YOR~ FFrATE HIGH'WAY LAW, PERMISSION I$ itEI~By GRAINED TO THE PERMIITEE TO: Constrecl a 20 ft. wide residential asphalt driveway ramp. Restore the County right.of-way. All work shall he pedorrned In accerdance with the stamped permit plane and in accordance with this Departmenrs most recent general, traffic and material specifications and as directed by the County engineer. Asphalt and thermoplastic markings can only be installed when ground temperature is above 42 degrees. On the north side of CR 48, Middle Rd. 1,3B0 fl, east of Chapel Lane in the hamlet of Greenport, town of Seuthold. AS SET FORTH AND REPRESENTED ON TI{~' A'~ACI~D PLANs, TYPICAL SECTIONS AND PURSUANT TO TII]B DEPARTMENT'S OENIrlD~L SPECIFICATIONS The zoning and subsequent use of this property i= under the authority of the town In which this development is located. Thereby, the l'Jsuance of this ~Highway Work Permit' should nor be construed as an approval by this Departnlen! for this development en~or assocla~ed land use. DATE SIGNED: ... RI~VIEWi.~D BY ( I~RTANDERSON, P,E. PERMITS ENGINEER: - {[Mils0 COMb ~; PUBLIC WO~ ~ ~ C 'cfEagin~r UPON COOL.lO8 OF WORK AUTHOR~ED ~ THIS PERMff, ~E COMPL~E THE FOL~ ~O ~TU~ TO ~ DEPONENT WO~ A~HO~ By ~]S PER~T HAS BEEN CO~TED, ~ O~ DE~8~/~ND ~ ~QU~TED, DAT~; SIONA~ OF P~l I~W AGENT ALL WORK AUTH[ORIZED BY THIS PERMIT IS: [] COMPLWI'ED, REFuNro DEPOSIT/BOND DATE: ~'0/E0 3D~'d PERMITS I~SPEC/'OR= 8LDG DEPL _ TO~,?; OF SOUTHOLD SUFFOLK COUNTY DEPARTMEN~f OF PUBLIC WORK~ HIG FINVAY WORK PERMIT PERMI'I'TEE [Thomas Z, oitas IC'g~nP°fl,NY ]1~44 '"ONE# F ..... .......... '-*'T ........ LETTER OF CREDIT RETURN SECURITY TO THE FOLLOWING (IF DEFFERENT) PUI~3UANT ~O THE PROVISIONS OF SECTION 136, ART. 6, OF THE NEW YORK STATE itlGigWAY LAW, PE~ION ~ HE.BY G~ED ~ TH~ PERMII~EE TO: Construct a 20 ff. wide reside~ial asphalt ddve~y romp. Re,ore the Coun~ rlght.~.~y. All wo~ shall be ~ed In a~rdan~ ~th the s~mped permit pia~ and in a~ordan~ ~th this Depe~ment's most feint general, ~ffic and matedal spe~cMions and as directed by the Coun~ engineer. Asphalt and the~oplastic markings ~n only be ins~lled ~en ground tam,tatum is a~ve 42 degrees. On ~e no~ side of CR 48, Middle Rd. 1,360 fl. ea~ of Chapel Lane in ~e hamlet of Gmenpod. town of Southold. IN THE HAMLETI ¥1LLAGE OF: Ifnmn~or~ J INTHETOWNOF: [Southotd AS SET FORTH AND REPRI~SI~NTED ON '1~t' ATTACHED PLANS, lfYPICAL SECTIONS AND PURSUANT TO TIILq DEPARTM_FNT'$ GENERAL SPECIFICATIONS The zonin9 and subsequent use of this property ia under the authority of rhe town In which this development ia located. Thereby, the issuance of this "Highway Work I~rmlt' Should nor be construed as an approval by this Depa~men! ~ ~ls development andfor associated land ~$e. DATE SIGNED I~s'VIEWED BY ( I~ERT ANDERSON, P.E. ' : PERMITS ENGINEER' COMI~ ~ONEI~OF PUBLIC WO~ UPON COOL.iON OF WORK AUTHOR~ED BY THIS PE~ff, ~E COMPL~E THE FOLdeD ~TU~ TO ~IS DEP~E~ WO~ A~HOR~ BY ~IS PSR~T HAS B~EN ~TED, ~F~D OF DEPOS~/BOND ~ DA TS; SIONA~ OF PER~ i l~ AO~T ~MP~I'~, RE'ND DEPOSIT/~OND DATE: PERMITS INSPECTOR; .] ,' / P 6255 NORTH RD. ~IRES ~REE YEAR8FROr'~I DAT~ vc'F APPROVAL J I om familiar with lhe STANDARDS FOR APPROVAL AND CONSTRUCTION ©t:' SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and ~,ill abide by /he conditions se/ forth /herein and on /he ?ermil to conslrucl, ..~ KACE LI LLC PO BOX 6Y ~k .. ~ I~ GREENPORT, N, Y. ~.r 11944 SURVEY OF PROPERTY uTiLITY A T ARSHAMOMOQUE ~ 'TOWN OF SOUTHOLD ~ : SUFFOLK COUNTY, N K ., 1000 - 40 ' Ol - 07 . '~' SCALE.. 1" = 40' JAN 17. 2003 March 29, 2005 SEPTIC 'SYSTEM (~BEDROOM$I ~f~T~ MAY 18, ~O06(addilions) / -IOOOGAL. SEPTIC - A lOeWE TO ~ el-~ ' ~ S~TiC SYGTEM ~ >.oa~ j AREA=49,881 sq. ft. or ,,51 ac. to tie ,ine ~,0 5~- __ . ~T ~ ~ ~C~ ~9 - S~V~ g ~LL CERTFI~TI~ ¢ / ~ ~ ~ C~S ~ rE ~RE~ ~L ~ rE SURVEYOR - - ,, ,~ .......... (631) 765 - 50~0 FA~ AD~T~LLY TO C~Y ~ITH ~ ~ T~ ' ALT~ BY CONTOUR L)~, ~ROM P. O. BOX 909 M~T BE ~ BY ~Y ~ ~L $~VEY~ UT~I~G A cOPY OF ~OT~ $URVEY~ ~P. TER~ $U~ ' ~ECTED ' AND FHE FIVE EA-S~ ~OWNS /~30 TRAVELER STREET ' BROU~T - TO - DATE ' ~E NOT ~ C~ ~ITH T~ LAF. 7'OPOG~APH/C MAPS SOUTHOLD~ N, Y. 1/971 o2- ,/ ,, / # ~255 NORTH RD. I am familiar wilh thc '.?T;'U'vTb~&7,.:? FOR AP?ROVAL AND CONSTRUCTION 07' .YUBSL.,A'FAJE DISPQSAL SY$'T£'MS FOR ond ~ill ~bide by /he ,:onaVii,:,.'!.¢ ~:c! /crib fherein Qnd o[! '.5,. permi! lo con~/ruc;. ROOF RUNOFF ~1~5 ~ OJ7 ~ I = 5~Q 54D/~8.3~19 VF '~~ _PROVlD .P.S ~~ 0 WNER ~P 0 ' KACE LI LLC ~ PO BOX 67' GREENPOR T~ ~ ~,~.z il944 SURVEY OF PROPERTY A T ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 40 - 01- 07 TEST HOtE 1/17/03 SCALE.. 1" = 40' JAN 17, 2003 March 29, 2005 MAY I$, ~O06(~ddilion$) NOV, 89, ~007 (TOPO) Jan. Z3, 2008 (prbp. ~A T~/I Jf &qOFINF'IN~ ' TO SEPTIC SYSTEM IG ~F-.DROOM~) I -IO00GAL. SEPTIC I -LEACHIN~ POOl- 8¥~,~ WITH 3' ~ C~ EX~ VA A I~ ~E TO ~ / / / / / / / / / / / / CROSS SECTION SEPTIC SYSTEM AREA = 49,881 sq. ft. or ! 1451 ac. to tie line ~ ~/-~,-'t J/.~ ,,,,' / -- -- - ~Y AL TE~ T~ ~ ~T~ TO T~ $~VEY ~ A VIOLA T~ OF ~CTI~ ~9 ~ T~ ~ Y~ ~TATE ~T~ LAW. ~DDITIO~LLY TO C~LY WITH ~ ~ T~ ' ALT~ BY ' ~ (6~1) Z65 - 50~0 MUST BE U~ BY ~Y A~ ALL &~VEY~& UT~6 A C~Y ~ ~ TO ~V~ P, O. BOX 909 OF ~OT~ SURVEY~ ~P. TER~ $U~ ' ~ECTED ' AND Ig30 TRAVELER STREET ' 8ROU~T - TO - DA TE ' ~ ~T ~ C~E WITH T~ LA W. SOUTHOLD~ N.Y. 119H ? i I III ROOF RUNOFF HSE.-2365 sq. fl. GAR.- 810 sqoft. $175 ~175 ~ 0.17 ~ I = 540 540/~8.3 = I~ VF PROVIDE 2 L.P.S 6'~ x I0' 6255 NOF' TH RD. SURVEY OF PROPERTY A T ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTy, N. Y. TEST HOLE 1/17/03 ~/,~ 1000 - 40 - 01- 07 SCALE: 1" = 40' JAN 17, 2003 March 2~ 2005 MA Y I~ ~O06(~ddition$) NOV. ~9, 89' SEPTIC SYSTEM (G J~.DROOM~ I -IO00GAL. SEPTIC ,T,~_.,I~_, I -LEACHINGS POOl- 8 f~'~/'~ DEEF I~TH 3' SAND COLLAR EXCAVATE A IOe HOLE TO ~4ND SW BACKFILL ~TH ~ SW ,/ AREA = 49,881 sq. ft. or 1.1451 SEPTIC S Y,.~ TE'M ANY AL TERA TION OR ADDITION TO THIS SURVEY l$ ,4 VIOLA TION OF SECTIOII ?~09 OF TiE N~IF YORK STATE FJ)UCATIOt, I LAW. EXCEPT ~$ PER ~ECTION XE09 - SUBDIVISION E. ALL CERTIFICATION3 HEREON ARE VALID FOR TI'II~ J44P AND COPIE~ TJ~-REOF ONLY IF' SAID MAP OR COPIES BEAR TiE JV~RE...e~E~ SE~L O~ TiE SURVEYOR WHOS[ ..qC-dV~ TURE APPEARS HEREDIV. ADDITIONALLY TO COMPLY IF/TH ~ ~IF TERM "ALTERE.~ BY · MUST BE U.$F.D BY ANY AN~ .~.L SURVEYORS UTILIZII~ A COPY OF ANOTHER SURVEYOR"~ MAP. TERMS SUCH ' INSPECTED ° AND · BROUGHT - TO ' DATE ' ARE NOT IN COM~LZ4NCE IFITH THE LAIF. ELEVA TION~ · CONTOUR ARE REFERENCED TO (631) 765 - 50~0 FA~ - 1797 P. O. BOX 909 1230 TRAVELER STREET SOUTHOLD~ N, Y, 119~1 02- 357 6255 NORTH RD. I am familiar wilh lhe STANDARDS FOR APPRC'VAL AND CONSTRUCTION OF' SUBSURFACE DISPOSAL SYSTEMS FOR S/NGL£' FAM/I. Y and will abide by /he condilions se! forlh lhere/[i permit lo conMruc!. ROOF RUNOFF ~ ~ GAR.' 810 sq. fl. ~ ~ ~ 3175 sq. lL ~ 3175 x 0.17 x I = 540 cu. ll. 5401~8.3 = 19 VF , , PROVIDE 2 L.P.S 6¢ ' I0 DEEP N SURVEY OF PROPERTY A T ARSHAMOMOOUE TOWN OF SOUTHOLD SUFFOLK COUNTY~ N. Y. 1000 - 40 - 01- 07 SCALE.. 1" = 40' JAN 17, 2003 -% / / sTK SEPTIC SYSTEM I,~ Mvrch 2005 / TESTHOLE MAY I$, ~O06(addilions) / -IO00~L. ~ · · I -LEA~ P~ I NOV. ~. 800~ ¢rOPO~ ~I~o~ I J~.. ~. ~ t~w~. , . . . ~ ~ i. I -- I . ~ ! / I ANY AL rz~ r~ ~ ~r~ TO ~ 8~VEY ~ A V~A T~ EXiT AS PER ~C~ ~ - ~ ~. ALL ~T~ T~ ~ ~ on c~s ~ ~ ~ ~L ~ ~ SU~V~VO~ WHOSE ~ T~E APP~ ~E~ (~1) ~0 F~X 765- 1797 MUST 8E U~ 8Y ~Y A~ ALL S~VEY~& U~ A C~Y ~--~ P.O. BOX 909 oF ANOT~ SURVEY~ ~P. TER~ ~U~ ' ~ECTED ' AND IE30 TRAVELER STREET , 8ROU~T - To - DATE ' ~E NOT ~ C~ WITH T~ LAW. SOUTHOLD~ N.Y. 119~1 02- 357 · -,'¢ 6255 NOR TH RD. ,¢. ,/ TOWN OF ,~0~ rmOLo I am familiar wlih Jhe STANDARDS FOR APPROVAL AND CONSTRUCTION OF' SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL 7' RESIDENCES and will abide, by lhe conditions se! forlh lherein and on /he permH lo conMruc/. SURVEY OF PROPERTY A T ARSHAMOMOQUE~ ',TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 40 - 01- 07 SCALE.. I"= 40' JAN 17, 2003 'March 29,, 2005 MAY 18, EOO6(cd~lions) NOV, ~9, ~.007 (TOPO) :AREA = 49,881 sq. ft. or 1.1451 sTK SEPTIC 'SYSTEM (G BEDROOMS) \ / I c~oss 'SECn~V ,-Stmr/C srsT~-~ ac. to tie line U~ST a& USEO BY ANY ~ Al.& .~JRVEYORS UTLIXJN~ ,4 COPY .O~..ANOTHER SURVEY. ~Oc?mMAPo TERM~ SUCH ' ~VEC'ECTED ' AND · ROU~/iT - TO - DATE ~ NOT ~V COMPI. Z4NCE leITH THE LAW. 765 - I~ P. o. ~ ~ 1~30 TRA ~ EER S TREE T 30UTHOLD~ N.Y, 11971 ' ' 02- 357 S.C.D.H.S. REF. NUMBER R10-07-0096 N SURVEY OF PROPERTY A T ARSHA~IOMOOUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-40-01-07 $CAL~: 1'--40' NOVEMBER 2, 2009 (FtNAL~ AREA=49,881 SO. FT. TO TIE LINE I om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on permit to construct. the The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. ANY ALTERAllON OR ADD/DON TO THIS SURVEY IS A VIOLADON OF SEC170N 7209 OF THE NEW YORK STATE EDUCAITON LAW. EXCEPT AS PER SECDON ?209-SUBDIFISION 2. ALL CERllFICA DONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Fi~rlOSE SIGNATURE APPEARS HEREON. /_.~,~-'.,,,-~, / ¢~'/,~ ~'~.:ES.' Li~/,~ 49618 (.31) 765-50~m~;~765-1797 P. O, BOX 909 12ZO TRAVELER STRSETJ 1 A-2 1 I A-4 & A-i4 KITCHEN DiNiNG AREA LIVING AREA BEDRM 1 © TERRACE COVERED EI~ 'IIA.-4" BATHRN 1 . W~J,.K IN SCALE: 1/4"=1'-0". I'j/ A2_2 FIRST FLOOR PLAN ~ ~ ~ I : WINDOW SCHEDULE~ ~' ~_2~x,_3~. 2-" ,~'.,~7'R~,~"-~ar,.~,~D ~ A 2x4 .... 4x26 26x 4 P 3 4 ~'".PzZ~,/e,/C~':~z3~a~t~z'J ~_' 3 x 4 26F×4 + 26 x 16 ~ (~;4) X2 Q - ~ R 5x4+5xle F 3X3+3x2 ~ 3ex6+38x16 x6)+(6x~ ~ (36x6 + 3Sx~x2 +(6 G (3x3+3x2~2 U 3 5 .~~~ ~ ~ 3 + 3SX ~x ~ 2~x Is . WINDOW DETAIL J 2sx3 / SCALE: ~"=~'-0" ~ (3SX S + 3~ xls )x 2 ~ ~~ M (2 x4 +2~)~x3 MASTER BEDI:~OO~I 4 STORAGE~ MASTER BATH J I, SEATING BEDRM 3 'BEDROOM .2 · './c~5 ~ .it OPEN SECOND FLOOR PLAN~ .A_22 Y- BASEMENT FLOOR PLAN ~~ SCALE: I 1/2"=t'-0" NEL SiZE <2' <2'<4' <4'<6' <6'<8' 114" screws 16"o.c. 16"o.c. 16"o.c. 12"o.c. SCALE: 1/8"=1'-0" APP~O'¢ED,~S NOTED PLUMBER ~E~TIF/~ATION NOTIF~ ~MILDING ~EPARTMENt AT ON LEAD CONT~NT BEFORE 7~S.1B01 ~AM TO 4PM FOR THE FOL~0WING INSPECtiONS: CERTIF/CATE OF OCCUPANCY ~ FQUNDATIQN - ~, O REQ~ r~ED SOLDER USED IN WA TER: SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD· PLUMBING ALL PLUMF~ING ,%~ASTE CERTIFIC'~T!ON OF NAILING & Cc~r,INECTIONS REQUIRED, ~fz~vT'E~ ALL CODES( RETAIN STORI¥/WATER RU PURSUANT TO OF ~E TOWN C'~~c8 230 ~rUNDERWflFTEfl$ C~:RTiRcATE \ /~xe/j, 7,5' j pAN~,~.~R~ ' IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY STAIR DETAIL A-1 SCALE. 1 1/2"=1'-0" o o o o o o i~'" ZOITAS RESIDENCE DATE: 2-3-0, ARSH~MOMOQUF i SOUTHOLD NY A-~I y CHORNO ASSOCIATES architects, · SOUTHOLD, NEW YORK 1000-,40-01-07 1000-40-01 07 SOUTH ELEVATION . NORTH ELEVATION SCALE: 1/4"=1'-0" ~Z~JC :v/ocT ~7~p,4~' ' -TOl LIVING AR, BASEMENT SECTION 1 · A-2 7'0/ /lO 7'0/, /,'o SEATING BEDRM 3 BEDRM 1 BASEMENT ] ~~ I ZOItAS RESIDENCE I ARSHEMOMOQUE { I 2 SECTION A-4 I SOUTHOLD NY I . :. I WEST ELEVATION EAST ELEVATION SCALE: 1/4"=1'-0" /o /,3~' t ,/ Y j~'~/I --: FOUNDATION FIRST FLOOR FRAMING c~ SECOND FLOOR .FRAMING STRUCTURAL SCALE: 1/8"=1'-0" ROOF FRAMING FIRE PLACE DETAIL SCALE: 3/8"= 1'-0" ZOITAS RESIDENCE ARSHEMOMOQUE SOOTHOLD NY CHORNO ASSOCIATES amhi~rs, SOUTHOLD, NEW DATE: 2-3-08 A-3 ~s7 TYPICAL SECTION SCALE. 1/2 -1-0 /,Z ?zt?/o -- 0 ox £VLs /_lV/x,/~. \ 1 SECTION A-4 ,EAST ELEV. FLOOR PLAN A-4 SCALE: 1 1/2"=1'-0" '1 I -7Ol 2 SECTION A-4 SCALE:l/2"=1'-0" SOUTH ELEV. GARAGE iI SECTION I' I ' I DATE: 2-3-os ~. I- ZOITA$ RESIDENCE ~;~ I rARSHEMOMOQUE I I "~_'~,~,~'~'~"J, 1[ CHORNO ASSOCIATES ' I ]~1/I ~ _ amh~e~. I I ~ SOUTHOLD, NEW ti 0 ,0 0 BASEMENT FLOOR PLAN SCALE: 1t8"= 1'-0" ELECTR!CAL SYMBOLS FIRST FLOOR' PLAN SCALE: 1/4"=1'-0" SECOND FLOOR PLAN GENERA CF1NSTRUCTTBN NFITES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA KUL~ 15 I~- SM]V L~ GENERAL CONSTRUCTION NOTES: ~' OeM~ty ~ccip~d Good bull10 p~oc~ice ~fld coN~k~e M'd~ ~ b York S~e ixddino codes, The GenM'~i Cowb'e~-'tm,, Is res~e ~M' F~o~ rbmd~rd ~tkm da~ls ed~d jx~cedures ~o e~su~e ~ prc~esMmmUy ~Mhed, s*b..*Jctur~Uy The 6ener~ C~tract~ is respo~l~e ~o~ ens~k~ that ~tt ~Kx-k and c~nstnJc~dm~ ~ee~s current flmtm~L, I~.te, county (md 3, /]k,,e,,,~m~s si,wU ta~(e i~Kedo~t over, scGte d~rMrt~s (do not score use ewd m- I~AJed k~ the use o~ these ~ k~fer ~o fl~x~ I~ns, extork~ ete~ons, ~nd Mndo~ L efler4o~ doo~ sched~e Fo~ ~p~s o~d sOzes ~e Mrdous Grid ex~m-lo~ do~ 6.Cwn~t Contractor is to ensure that Msmlry omi ~ltept~ce construction ~ ~nd load ~eq~lr~ c~-=~ctk=n~ sh~R be t~ken :nto Gccmmt duMnG constructk~ T~ ~ p~o~c~an ~,ge shoed he ~evl~eed ~ ~o stm~tlnG, GENERAL FOUNDATION NOTES M~tted M~ e4 ~, 1~ ~ ! 1~ ~, ~ ~ed ~ GrGIn~Ge to I~ p~ovk~d Gs pL~ sec~cm R405 o~ N.Y.S, ~lldm~t cede ROOF FRAMING, ~ dural ~u n~ I~w XAll.~ &7 [M~ WALL FRAMINGt NAILING SCHEDULE ~ K~ PM~-~t~)_ TIVE T~_CTral ~ 1~ ~ ~ ~ ~r ~ ~ ~~ ~'~ TABLE: 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS, RDDF SHEATHING~ STUD FLOOR FRAMING, GENERAL FRAMING NOTES 8. Un~ess othel.'Mse no*ted, Roof m~d V~Ls to I"mve a ~ 4-1~Y 1/~' F~s. e~ she~thk~ Gn~do pl.y~K)Od. P~ywxxI to cover over ~atos and heode~s. f~ U~ess oth~w~e no,ced, 3/4' T&G ~ o~ MIvGntec~ p~ya~H)d 'co be Gdhe~d 'co ~ v/ fl.40D GdheMve ond screwed ~o floor ~4s~s FM' SM) f'hxx-k~, ~ Fl(x~ to be Insl:alied over ~s pe~ mmu~(~ba~e~s Ins~r~ctkx~ Att b~thr~m latL~ to h~ve I/E' Fmistt/'e teMst~nt shee~a-ocIG GaraGe Volts ond cMtinGs to h~ve 5/~ Type-X shlet~x:lG t~Mess otherwlsl noted, re~t o~ 11, ~ll r~o~s uf~ a pd~ch o~ Le~s ttmt ~12 sh~iL be Ir~tatLed M~h ke & Vatez. ~u~ ~ov~d equ~ '~l,Jte sNe4~L I~es to be MMi~n 1/~ cl&x7' L~ ~ i0Mts ! 6' GC. o~d w/I 1' o~ erds eufld cMmer~ Ms~Z~ M ~ 8 6~C. Mi C{N~N i l~ n~ Ii~ ,w,w t [ aun( {~.m~ CEILING SHEATHING, WALL SHEATHING, PN~L~ Id C~4G~ M~N - ~lr 7/1~' aS! ~ 7' D~rl~ VN. Li~ Sd CDDLE~ i~ n~ , r~I FLOOR SHEATHING, NOTES: TH~S~ NDT£S ARE DNL.Y TI] ~E: I~KI~ TEl ~' HENT~NE]] ~1 SCHE~N.J~E NDTES DNI. Y. 8). V[~n ~mU. sheG~nlr~ is cm~ld~mus Gym- caflr~-~ed ~e~bers,~ne 'Gob~Gted W oF fulls ~LL be ~ to be re~kJc:ed roi - l~i n~l per' Foot. GENERAL DECK & PORCH NOTES GIrd~t~s ~ii ~ e~r bo~ted to posts el 1/~' dk~ ~i¥. bo(ts (x' 4. ~L te~'= a"~;*~ched to I, muse to h~ve o '~LG~ bmrr.{~r, ~. ~t ~oou~ ~ post= a~ p~ to be 4' be{oe G~e. P~e~s GENERAL PLUMBING NOTES 1. ~t ~mf.~ sup~My, dr~vmGe and ven~d~ to be u pi~ N.Y.S, Rt,~V{ewt~t Cmms~ructlon Code 2. Ver~y septk: syston MY~ ~ FM' SuFFuik Caun't,/ Hl~t~ 3, Zf ~mU studs, prates or Jols~s ~re cu~ out during kls~d~tio~ f'or oAy LoluF, IMI~ rela~ed uork, Fx~ov~ie Gdequ~t~ 10r~c~o ond plot. s to pro,eot and secure t~e s~, VeriFy ul~h l~d ~f~e ccmb Gad Mnu~actore~s recmmerdatlon For ~ ~ sJze a~ D. Fm~ r~he s~ea~hl/~ ~ 4 feet of' the pe~neter edge o~ the r~M', Includln~ 4 ~eee~ on eQch side of the root= pe~k, 'the 4 f'~o% F)er~me~ edBe zm~e attocl~wr(ts ~ stmU he u~e,*l Fro" PI~ ~ ~ <K'k.~O,49, the ~ ~3~r~nT~Dl~ul~a~" 4 ~ o~'~ ._.r~_l_s._p~clng Gssunes SheG~lr~ ~o rGf~f' / ~USS ~.m,~D M.~bef's l~Lth 6)0.49. rot, ,,~n~ Mn~-s .f~ ~,~.(c.~4~, ~e mi Sl:~:~ sh~tt be ,'educed to 3 tnc~s o,c. TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS, NOTES THESE: NOTKS ~ []NI.Y TO ~E I~FT]~I] TO ~' HENT~[]NL-I IN SCHE~ICE NGI~S ONLY, 1). Foe' wall shee~hk~ ~ 4 Fief oF the cc:~nffps, the 4 PQot edge z~fle ntt. ac~wn~ reqdr~+..s s~LL 2). ToJo~a~ced I~ inch o~ nd spGcln9 GSSUI,MI she&l~ln~ attached to s~ud G)~49. For f'r~V~ nenbe~s ~ ~4~CG<, ~he MI S~GC~nGS s[~dt be ~educed to 6 k~es ~c. 3), Foe' ex'f, er~x- I~net ~ o~LvJ~zed box ~ls s~it be pel,%~d'~ed to be su~J~;ed Fo~ c(:N~on ned~ GENERAL HVAC SYSTEM NOTES GENERAL ELECTRICAL NOTES -ZOITAS RESIDENCE ARSHEMOMOQUE SOUTHOLD NY CHORNO ASSOCIATES architec~. SOUTHOLD= NEW YO DATE: 2-3 08 A-6 PITCH 3,12 7,1;= R/DOE STRAPPING FDA 16" D.C. RN~TERS ~ CQI~IECTIDN CAPN~ITY P'O' 1073 84' 1~87 16' 670 :=0' 847 84' 1017 ~' 1106 16' ~' 653 ~4' 7~ 36' 1176 ~ 351 ~4' ~' 819 ~' 936 ~' 10~3 1~' 3~6 16' 4~ ~' 544 ~4' 28' 761 ~' 870 ~' 979 HEADER C~RDi;R CONIECTIDNS, ROOF HEADER UPLI;:iLATER/d. SP~I SPAN tbs. lbs, 8' 469 L~J4 4' 939 504 6' 1408 76?. 8' 1878 1016 ~0' 10' ;z347 1;~70 18' L='817 15:=4 14' 3:=86 1778 16' 3736 803~ 4' I~39 504 6' 1859 76?. 8' 8479 1016 :=9' 10, 3098 1:=70 18' 3718 1584 14' 4338 1778 16' 4959 ~03~ 8' 770 :=54 4' 1540 504 6' ~3~0 768 8* ~0~] ~0i6 ~0' ~ i~70 14' 5391 1779 1~~ ~l~l ~3~ NIH. miL ~:PAC. ING FOR ROOF PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT 16' D,C, UNLESS OTHERWISE NOTED, RII~ STRAPP~IG R~'TER SPN~ UPLIF1 1:=' DC 361 16' DC 481 - RAFTER-TO-WN.L TY DOWN CONNECTIONS RAKE OVERHANG OUTLOOK C~CTInNS RAFTER I~ Tr'~ 1:=' DC 361 16'* DC 48i - -HOLDDOWNS WHERE R£GU!RED UPLIFT CONNECTIONS FOR* RI~'TER TO WALL, WALL-TO-WALL AND WALL-TO-FOIJNDATmN WALL-TO-WALL RDDI~ ~ ~ CDNNECTIGNS SPN~ CAPACITY REQUIRED 12~ 4:=7 lbs, 4 16' 586 tbs, 5 84' 786 tbs. 6 88' 886 tbs, 7 38.' 9~7 tbs. 8 36' 770 tbs, 7 I'{]LDIX]WN ANCHORS REQUIRED 1:=' O.C. FOR TYPE I AND TYPE II SHEAR WALLS (6' PANEL EDGE I~ILING) WALL-TO-FOUNdATION CDNHECTIDNS HDLDDOVN ANCHORS WALL HDLD]X]WN HEIGHT CAPACITY Gbs.) 8' 3375 9~ 3800 10' 4885 VIN~OV SILLPLATE CONNECTIONS HEA~ER UPLIF~ SPAN tbs. :=54 4' 504 6"' 768 8' 1016 10' 1P70 18' 15~4 14' 1778 16' HDLDDOWNS WHERE REQUIRED STRAPPING TYPICAL /IND L. DAD PATH N,T,S, TYPICAL SHEAR WALL ASSEMBLY N.T,S, SHEATHING e/ I~OF RAFTERS I~ 16' DC, LOCATION NAIL SPACING AT NAIL SPACING AT INTERHEDIATE PANEL EGGES SUPPORTS IN THE PANEL F~ELD ~' ~C, 6' D.C. EDGE ZONE [~ERZ~ Z~ 6' D.C. la' ~C. GAR CN~ RAKE t R~[ TRUSS 4' ~C, 4' D.C. N~l, NAIL SPACING FrlR WALL SHEATHING ATTACHMENTS LOCATI[~N -'"~-J~~ NAIL SPACING AT [NTE[~NEDIATE PANEL EDGES SUPPORTS IN THE P~EL FLEL~ 4' EDGE Z~E 6' Q,C, 18' D.C, INTERIOR Z~E 6' a,C. 18' D.C. HOLDDOVN ANCHORS GENERAL WIND PRDTECTIDN CDNNECTIDN NOTES oX 199~ Sn~_' HIGH W~ND E.~TmN VOQD FRN4E CDI~TRUCTIflN b), SSTD 10 99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION c). ASCE 7-0~ CREVISED FROM 7-98) MINIMUM DESIGN LOADS FOR ~UILDZNGS AND OTHER STRUCTURES THE GENERAL CONTRACTOR AND FAN'ER SHALL REFER TO ABOVE MANUALS FDA WIND PROTECTION FDA PROPER INSTALLATION. ALL OTHER CONSTRtJCTIDN SH~LL ~E IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 1). RI?G_E TD RAFTER ASSE. H~LY, 1-1/4 x :=0 GAUGE METAL STRAP SHALL gE ATTACHE/} TO EACH PAIR OF RAFTERS. WHEN A COLLAR TIE IS USED IN LEU DF' A RIDGE STRAP, THE NUHBER DF' 1od CDNHDN NAILS REGUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUNgER OF 8d IN THE STEEL STRAP. 2). RAFTER TO WALL A$SEMDLY~ LATERAL FRAMING AND SHEAJ~ CONNECTD3NS FDA RAFTER, CEILING JOISTS QR TRUSS_TO TOP PLATE SHALL DE IN ACCORDANCE TD CHART INCLUDED. USE 4 8d COHHON NAII.~ PER RAFTER AND / OR CEILING JOIST TO TOP PLATE CONNECTION AT WALL HEIGHTS UP TO W' AND AT RAFTER / CEILING .JOISTS SPACING 8 16' B.C. F'DR AN ALTERNATIVE FDA LATERAL AN]) SHEAR CONNECTION. WHEN RAFTER OR TRUSSES DD NOT FALL IN LINE WITH STUDS gELOWo RAFTERS DR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL Top PLATE SHALL gE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 3). WALL A, SSENBLY TO WALL ASSEMBLY* WALL STUDS A~VE AND STUDS ~LflW SHALL gE ATTACHED WITH UPLIFT CONNECTORS. WHEN WALL STUDS ADORE DD NOT FALL IN LINE WITN STUDS gELOW, TNE STUDS SHALL BE ATTACHED TO A CDNNDN HEMgER IN THE FLOOR ASSEMDLY WITH UPLIFT CONNECTIONS, 4). WALL ASSEMBLY TO FOUNDATION, FIRST FLOOR WALL STUDS SHALL BE CONNECTED TD THE FOUNDATION. SILL PLATE, DR BOTTON PLATE WITH UPLIFT CONNECTORS, STEEL STRAPS SHALL HAVE A NINIHUH EN~DHENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAG-ON-GRADE, 15 INCHES IN MASONRY DU]CK FOUNDATIONS, OR gE LAPPED UNgER THE PLATE AND NAILED IN ACCDRDANCE WITH TABLE 3.3B OF S~C 1995 HIGH WIND EDITION WDDD FRAME cnNSTRUCTION MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER TNE DGTTOH PLATE. 3-INCH SQUARE WASHERS SHALL gE USED IN THE ANCHOR ~L. TS AND THE ANCHOR ~OLT SPACING SHALL NOT EXCEED 78' O.C. FDA BUILDINGS WITH A CRAWL SPACE OR BASEMENT, BUILDINGS WITH SLAB-ON-GRADE SHALL HAVE ANCHOR ~OLTS AT A MAXIMUM OF 3:=' rl.C, STEEL STRAPS ENBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR NASI]NRY DLOCK FOUNDATIONS SHALL ~ HOT-DIPPED C~VAN[ZED COATED. 5). HDI. DDOWN~ HDLDDDWN SHALL BE PROVIgED AS SPECIFIED IN THE SHEARWALL REGUIREMENTS [31:' TABLES 3,SA-B FOR WALL TYPE I DR TA~L.E 3,16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3,4.4,2 FR~ THE S~C 1995 H[~ V[NO ED[TZ~ V~D FRAME CONSTRUCTION MA~L, A C~TI~S LDR~ PATH FROM T~ ~D~VN TO T~ FD~DATI~ S~LL ~E HAINTAI~D, V~RE A ~DDQVN RESISTS T~ DVERT~ING LOAD FR~ THE STaY ~ STAIRS ABOVE, THE HDLD~VN SH~L BE SIZED F~ T~ REGU[RED ~LO~VN CAP~iTY TE~IDN C~AC[TY AT iTS LEVEL PLUS THE REQUIRED HOLD~[]WN TENSION CAPACITY DF' THE STORY DR STORIES ABOVE, 6), CONNECTIONS ARDUN~ WALL DPENINGS~ HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS, 7>. WINDOW SILL PLATES, WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS, :=x4 WALL SILL. PLATE (FLAT)~ 1-PLY FOR OPENINGS UP TO 4'1 AND 8-PLY FOR OPENINGS ~x~ WALL ~ILL PLATE (FL~T)a 1-PLY FOR OPENINGS UP TO 5'~1 AND :=-PLY FDA OPENINGS UP TO ~'0. UP TO 8'9, 7). CAI'HEDR:AL CEILINGS, WHERE RIDGE IS TO DE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER gE N~TCHED RAFTER TO IRIDGE AL~ T~ ~EN CEILING PART OF THE BUILDING, CD~CTIONS TO T~ RIDGE AN9 WALL ~H~LL ~E THE ~AHE A~ ~DVE RE~[~E~NT~ 8), A NINIH~N OF THREE (3) STUD~ SHALL BE PROVIDED AT EACH COF~NER IN AN EXTERIO~ ~ALL. OT~R~ISE I~TED. USE (~) F~L LENGTH STUDS DN E~CH SIDE FDA OPENINGS UP TD 6'0 AN9 (3) F~ L~GER OPENINGS U~ESS OTHERWISE ~TE~, USE THE FOLLOWING CDNNECTIDNS SHALL USP BRAND DR APPROVED EQUAL METAL CONNECTORS TD MEET THE MINIMUM UPLIFT REQUIREMENTS, BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY, CATALOGUE MINIMUM NUHDER EESCRIPTIGN LOAD CAPACITY FASTNERS ADOS I'IDLDDOVN ANCHI~ 4000 tbs. DOLT TO VERTICAL HENgER, (~') 3/4xe-i/a ~OL' DOLT TO SILL* (1) 3/4x5-1/4 ANCHOR BOLTS TgI6 FIDLDDOVN ANCHOR 5100 tbs. BOLT TO ~ERTICAL NENgER, (8) 7~8x3-1/:= BOL' · 3L.T TO SILL* 7/8x6-1/8 ANCHOR ~OLTS KHST8 STRAP TIE ~ tbs, (6) 5/8' DIA. ~LTS KHST3 STR~ TIE ~1~0 lbs. (&) 3/4' DIA. BOLTS' -- LSTAI'8 ~ F-'~LAT-°-'"~TRAP ' 1'~55 tbs. ¢14) tOd CO.ON LSTA30 FLAT STRAP 1670 tbs. (88) tod CDH~Q~ CATALDGU£" NINIHUN NUNDER DESCRIPTION LOAD CAPACITY FASTENERS RTIO RAFTER-TO-WALL STUD TY-DOVN ANCHOR 585 lbs, RAFTER & STUD~ C&) 8d O~L __._.~: -----_ · RTE0 R~TER-Tfl-VALL STUD TY-DDVN ANC~R 1105 tbs, RAFTER& STU~ C9) lox '1/~ ~ILS ~ATE~ C4) lOd CDHI ~ ~L~'~~'_,:~. K~/ RAP ;~K-TD-TflP PLATE TY-DDWN ANCHOR 585 tbs, RAF~R AND ~ATE, ET16 RAFTER-TD-TDP PLATE TY-~VN ~C~E 950 lbs, RAFTER~ PLATE, SPT44 &' 6~ STU~ PLATE TfE [~70 kbs. PLATE ~ ST~, SPTH4 & 6 STUO PLATE T[~ ..... ,47~ Lbs, PLATE. ZOITAS RESIDENCE ARSHEMOMOQUE SOUTHOLD .NY CHORNO ASSOCIATES DATE: 2-3-08 A-7 architects. SOUTHOLD, NEW YORK If/<)~' .... / 2(0" POOL PLAN 1 "1 ~ ! rm~ ooss SECrIOW ISLANDIA POOLS ~r <o~, .'. r. i OPTIONAL STEP NOTES: ZOITAS RESIDENCE DATE: ~9"'8-08  ARSHEMOMOQUE ~--~G~ ul ~ ~- ~ . ! SOUTHOLD NY A-'IDP '~o~'~i¢ ~'. CHORNO ASSOCIATES SOUTHOLD, NEW YORK TYPICAL DECK WIN]] UPI IF I' RFC UIRENENTS TYPICAL DECK N.T.S, ~ AL'T, HEADER GIRDER CONNECTIONS: DECKHEADERUPLIF' SPANSPAN lbs, 6' 1408 8' 1878 20' 10' 2347 12' 2817 6' 1859 8' 2479 88' 10' 3098 18' 3718 6' 8310 8' 3081 36' 10' 3851 12' 4681 UPLIFT CONNECTIONS FOR~ JOISTS-TO-GIRDER / HEADER DECK CONNECTION MIN. 8d NAILS SPAN CAPACITY REQUIRED 12' 427 Ihs, 4 16' 526 tbs, 5 20' 626 Lbs, 5 24' 726 Ihs, 6 28' 826 Lbs, 7 32' 927 lbs, 8 36' 770 lbs. 7 USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND INSTALLATION BY MANUFACTURE. PRODUCT UPLIFT GALV, MINIMUM DESCRIPTION NUMBER Ihs, FASTNER REQUIRED 4x4 POST~ (12) 16d COM, NAIL PBS44 1815 POST CAP BEAM: (18) 16d COM, NAIL 4x4 POST, (8) 16d CDM, NAIL POSE44 1430 END POST CAPI BEAM~ (8) 16d COM, NAIL BEAM/GIRDER, (8) 5/8' BOLTS KC44 4x4 COLUMN CA)3265 POST/COLUMN, (8) 5/8' DIA. BOLl 4x4 FOOTING/PIER, 5/8'x7' ANCHOR BO PAU44 2240 POST ANCHOR POST/GIRDER~ (18) 16d COMMON NAIl 4x4 WET POST ANCHOR CBE44 3585 COLUMN BASE POST/GIRDER~ (8) 1/8' DIA, BOLT 4x4 WET POST ANCHOR KCB44 5650 COLUMN BASE POST/GIRDER, (8) 5/8' DIA. BOLT 6x6 POST: (12) 16d COM, NAIL PBS66 1815 POST CAP BEAM, (18) 16d COM. NAIL 6x6 POST, (8) 16d COM, NAIL PBSE661430 END POST CAP BEAM~ (8) 16d COM. NAIL 6x6 BEAM/GIRDER, (8) 5/8' BOLTS KCC66 5885 COLUMN CAP POST/COLUMN: (4) 5/8' DIA, BOLl 6x6 FOOTING/PIER~ 5/8'x7' ANCHOR BO PAU66 8350 POST ANCHOR POST/GIRDER, (18) 16d COMMON NAIL 6x6 WET POST ANCHOR CBE66 3570 COLUMN BASE POST/GIRDER, (8) 1/8' DIA, BOLT', KCB66 6x6 5640WET POST ANCHOR COLUMN BASE POST/GIRDER~ (8) 5/8' DIA, BOLT TY-DO~dN dOIST, (6)8d COMMON NAILS RTiO 585 ANCHOR HEADER/GIRDER, (6) 8d COMMON NAI TY-DO~WN JOIST: (9) 10x1-1/8 NAILS RTSO 1105 ANCHOR HEADER/GIRDER~ (4) ].Od COMMON. NAI S INSTALLATION NOTES, 1). ALL POSTS TO BE ANCHORED TO FOOTING DR PIER 2), HEADER & GIRDER CONNECTIONS TO BE ATTACHED 3), EACH JOIST TO BE ANCHORED TO GIRDER OR ZOITAS RESIDENCE !O^T~: 9-8=o8 Al', CNOR.ARSHEMOMOQUE SOUTHOLD NY ~, ~,~, CHORNO ASSOCIATES