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HomeMy WebLinkAbout30827-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31110 Date: 08/16/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 230 JENNINGS RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 54 Block 7 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 23, 2004 pursuant to which Building Permit No. 30827-Z dated DECEMBER 6, 2004 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to ZOUMAS CONTRACTING CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0116 08/15/05 ELECTRICAL CERTIFICATE NO. 99231C 07/29/05 PLUMBERS CERTIFICATION DATED 07/26/05 HI-TECH PLUMBING - xj� ho zed S gnature Rev. 1/81 • Form No.6 ,e �l(,-S Fp A D TOWN OF SOUTHOLD �e� BUILDING DEPARTMENT TOWN HALL PtLK u Lf 765-1802 --- APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the folly A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual it,, ,r 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% .t,. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, :. .c ficate of Code 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" uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topogi . 1 features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of< -c pancy 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 dwelli _ 5 3.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory buildin tsesp. ,� 2. Certificate of Occupancy on Pre-existing Building - $100.00 r 3. Photocopy of Certificate of Occupancy- $ 0.25 ~` 1 4. Updated Certificate of Occupancy - $50.00 /� 5 J I 5. Temporary Certificate of Occupancy - Residential $15.00, Corr tnercial $15.00 l 2 - J Date. z New Construction: Old or Pre-existing Building: (check one) Location of Property: "JAIMS aogP ' SOU77WO L.Q House No. "� Street Hai t L Owner or Owners of Property: OV INA--% WT"ervv G Q _ Suffolk County Tax Map No 1000, Section S`/ Block 7 Lot 3 _ Subdivision On A op pAt gior0 e_ i" S Filed Map. 3 SSs Lot:_ Permu t No. _-1-0-24,7 Date of Pent it._ QL 440 q Applicant: 7._a u oa,+% CAS ra,*C7/N4-6pp Health Dept. Approval: 210 Underwriters Approval: X Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ a S•010 ; plicant t �tt.<-•�9 061�1 cc � � i1 ► n w Electrical Inspection Certificate $ Issue Date Electrical Inspection Service, Inc. Application Number " 7/29/2005 375 Dunton Avenue 99231C N East Patchogue, New York 11772 - (631)286.6642 xx Issued To: Zoumas Cont. Corp. Lot#4 .. Street: 230 Jenning Road Village: Southold Zip: 11971 Town: Southold _ Section: 54 Block: 7 Lot: 3 Contractor: D. L. T. Electric (L) Lic. # 4966-E Was examined and found to be in compliance with the National Electrical Code. 41 - ❑ Commercial ❑ NV Defects ❑ Pool [91 1st Floor © Indoor © Basement ❑ Hot Tub Residential ❑ Det. Garage ® Attic © 2nd Floor ® Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 32 52 31 5 5 .41 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves '1 1 1 20 1 30 1 40 1 Furnace 011 Gas Circulators Smoke Detector Bell Transformer 1 x 2 8 1 ' Meter Amps Phase UG/OH Jacuzzl Television CO Detector 1 200 1 ! ❑x 2 >w Bldg. Permit: 30827 Other Equipment 00amp main_bmaker panel /garage door penes receptacle Hugo S. Yurdi President « .x_ Rough Inspection: 06/09/2005 -- Inspector: John McMahon III Final Inspection: 07/28/2005 ax 8.. Inspec[oc John McMahon III NI This certificate must not be altered In any manner. Inspectors may be Identified by their credentials. �x ail w �' r(I► !/ w qr W k X: � 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. 30827 Z Date DECEMBER 6 , 2004 Permission is hereby granted to : GOLDNER (ZOUMAS) PO 361 WADING RIVER,NY 11792 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, & COVERED FRONT PORCH AS APPLIED FOR at premises located at 230 JENNINGS RD SOUTHOLD County Tax Map No. 473889 Section 054 Block 0007 Lot No. 003 pursuant to application dated NOVEMBER 23 , 2004 and approved by the Building Inspector to expire on JUNE 6 , 2006 . Fee $ 1 , 307 . 10 Aut orized Signature ORIGINAL Rev. 5/8/02 . - o�ogllFFOl,�c Town Hall,53095 Main Road W Fax(63; %23 P.O. Box 1179 Oy �� Telephone{• 3-1802 Southold,New York 11971-0959 �Ol BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 7J.) Building Permit No. 31029. 7 189. 7 Owner: ZOU Nil" 6 AIT(Z Ac7i N G- (LP (please print) Plumber: 141- 7 #9LvwlR/n�G (please punt) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PlumbersSignature) Sworn to before me this day of 20 E 5� /j NINA L NICCHI ✓ Citi V Notary Public.State of Newyork r No.4814500 QuN'hfr?,1 m Suffolk ounty �1310(e 0 NotaryPublic, , County 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Y �� INSPECTOR A� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] AMING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ( DATE INSPECTO -1 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F MING [ ] FINAL [ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a;e,,,00, -'o"or DATE �O s INSPECTOR t� a 4aoF sooayo . TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] F ING / STRAPPING [ ] FINAL [ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Z,, -7 ;LoO-r- INSPECTOR h;Ef soaTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 6 / —bs INSPECTOR ' /s� 2- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION KFRAMING 4;;W�o FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �- f os INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] 7DATION 1 ST [ ] ROUGH PLBG. DATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE -3 l INSPECTOR 765.1802 BUILDING DEPT. NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR J A FIELD INSPECTION REPORT DATE COMMENTS y oC►m FOUNDATION(1ST) - - - - ---------------------------------- - --- 3 �- —' - ---- Z FOUNDATION(2ND) z ROUGH FRAMING& - --- (o' VIM PLUMBING — 7 4a INSULATION PER N. Y. STATE ENERGY CODE co V1 FINAL - 1 V ADDITIONAL COMMENTS O J = -- O 1 7 � v s a . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TORN HAI,L Board of Health SOUTHOL13, NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. 30107 Check Septic Form N.Y.S.D.E.C. Trustees Examined /� �a , n 6,1 Contact: Approved__ /a , 20_ Mail[O'70 I AS . .'!M 71":CO,V, Disapproved a,c PO Box 331 •,� 6�(� �p �l Phone: ing River, 792 T Building Inspector 2 3 ZppR APPLICATION FOR BUILDING PERMIT Date la , 20 O INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of 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 a Certificate of Occupancy is issued by the Building Inspector. 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. ZOUMAS CONTRACTING Comp. MAn (Signo name, if a corporation) �lading Iver, NY 11792 ?�I LtlUd.17C 91111-. (Mailing address of applicant) State whether applicant is owlner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder to,,jCH Cy-o/ Name of owner of premises C-sol t Y FJ-e!1% 6, I d n 8,r (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Sohn V. P. (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 proposed work will be done: TC4A�n1S ga. S(,u�-��� �I House Number Street Hamlet County Tax Map No. 1000 Section S4 Block 1 Lot 3 Subdivision ,^JaP 0 Oo�K [ g }� ��S Filed Map No. tai Lot 4 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.• Existing use and occupancy t("� f b. Intended use and occupancy �1 neo IC cc,m;�T Q u1( I L9 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front 6�, a1 t Rear 61` tt Depth 341 sit Height dS Number of Stories a 9. Size of lot: Front 135, Rear 1 -3S S Depth Sa B 10. Date of Purchase S N1 6q Name of Former Owner �� (te �d Cru, !c� 9I Sn�• 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded Will excess fill be removed from premise : YES NO �Idn,( G, �a c.�y,►�y luS3o 14. Names of Owner of,ppremisesu�� oFel�El/ Address a� M hone No. Name of Architect Es4C Ptee Address w one No - yM Name of Contractor Toueu•S (,o., .N a j,'y Address A. . , 6t Phone No. qda - 9.no w4 ,ny ,v/� L)V I1-71d 15. Is this property within 100 feet of a tidal wetland? *YES NO ✓ • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SV,-"LK) to (1W/V't s ?-tJ ✓ ,n ter being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (A(.eloe- (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 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 �7 y day of 20d 'Notary Public Signature of App STFPHcN G. REMUZZI,JR. -uC.State of New York 'F251:,d5 SUNRISE ABSTRACT LLC. P.O. BOX 199 SHOREHAM, NEW YORK 11786 VARIANCE SEARCH TITLE NO. 622-S-2082-SS STATE OF NEW YORK) SS : COUNTY OF SUFFOLK) PAUL DERWITSCH, being duly sworn, deposes and says: That he resides at 10 Long Bow, Wading River, New York 11792 and is over the age of 21 years and that he is President of SUNRISE ABSTRACT LLC. That under his direction, title was examined to the parcels of land described on the annexed Schedule and labelled Parcels A, B, C, D & E That said examination, dated August 30, 2004 discloses a chain of Title to determine if any contiguous property was owned by an owner of the property involved since the date of any previously applicable Zoning Ordinance as of 1982 and that this affidavit is made to assist the Board of Zoning Appeals of the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof . S E TRACT LLC. Sworn to before me this a9r4 day of 0 200f/ BY Paul Derwitsch, President BARBARA DERWITSCH NOTARY PUBLIC State of New York No.4800183 Suffolk Coo ty, =rm Fxwp- M,rrr 30 �8 DESCRIPTIONS PARCEL "A" (SUBJECT PREMISES) 1000-054 .00-07 .00-003 . 000 All that parcel of land being at Southold, Town of Southold, County of Suffolk and State of New York, known as Lot No. 4 on "Map of Oakridge Hills" , filed 4/30/62 as map No. 3555 PARCEL "B" (ADJOINING SOUTH) 1000-054 .00-07 .00-004 . 000 Lot No. 3 on said map PARCEL "C" (ADJOINING WEST) 1000-054 .00-07 .00-001 .005 irregular described parcel PARCEL "D" (ADJOINING NORTH) 1000-054 . 00-07 .00-002 .000 Lot No. 5 on said map PARCEL "E" (ADJOINING EAST) Jennings Road STATE OF NEW YORK COUNTY OF SUFFOLK PAUL DERWITSCH, being duly sworn, deposes and says ; That he resides at 10 Long Bow, Wading River, N.Y. and is over the age of 21 years and that he is President of SUNRISE ABSTRACT LLC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. S E AB TRACT LLC. PAUL DERWITSCH, PRESIDENT Sworn to befo�r me this " �Frfi( day of Of,�t 200Y BARBARA UERVISCN MUTARY PUBLIC State of New York No.4800183,Suffolk County Term Eioires March 30 a-Z.407 CHAIN OF TITLE FOR PARCEL "Ar' Southold Builders Inc. Dated: 5/16/64 to Rec. 5/26/64 George R. Goldner & Liber: 5548 cp 350 Eileen 0. Goldner ------------------------- George Goldner died 9/4/76 in Nassau County Eileen Goldner died 10/27/03 in Nassau County leaving George Goldner & Caroline Ford as executors. LAST OWNER OF RECORD CHAIN OF TITLE FOR PARCEL "B" J.P. Donald Garges & Dated: 1/25/79 Dorothy Garges Rec . 1/26/79 to Liber: 8574 cp 164 & J.P. Donald Garges & Liber: 1111 cp 304 Dorothy Garges LAST OWNER OF RECORD CHAIN OF TITLE FOR PARCEL "C" Clement W. Booth Dated: 9/15/76 to Rec. 9/17/76 Gilbert & Frances Sheffield Liber: 8107 cp 136 ------------------------------ Gilbert & Frances Sheffield Dated: 5/9/79 to Rec. 5/21/79 Frances Sheffield Liber: 8628 cp 205 LAST OWNER OF RECORD sum E/ TRACT LLC. �wp n to befor me this PAUL DERWITSCH, PRESIDENT 9r da of�� � 200�1 AAA ERWIT CH NOTARY PUBLIC.State of New York No.4800183 Suffolk County Term Frm,P• V,.-' V 49_ CHAIN OF TITLE FOR PARCEL "D' Southold Builders Inc. Dated: 12/26/62 to Rec. 2/4/632 John C. & Sarah A. Scacchia Liber: 5302 cp 275 John C. & Sarah A. Scacchia Dated: 4/2/85 to Rec. 4/29/85 Sarah A. Scacchia Liber: 9780 cp 105 LAST OWNER OF RECORD STATE OF NEW YORK COUNTY OF SUFFOLK PAUL DERWITSCH, being duly sworn deposes and says : That he resides at 10 Long Bow, Wading River, N.Y. and is over the age of 21 years and that he is President of SUNRISE ABSTRACT LLC. That the above are true chains of title as shown on the record in the variance search made under the above captioned title number. S SE TRACT LLC. 6� PAUL DERWITSCH, PRESIDENT Sworn to befo a me this .40 day of piq, 200 el BARBARA DERWITSCH MARY PUBLIC State of New Yore. No.4800183 Suffolk County 7 r r.•,.a eArr- 30 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:QWADRAW\040350.cck PROJECT TITLE:Jennings Rd COUNTY:Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 11/20/04 DATE OF PLANS: 11/18/04 PROJECT DESCRIPTION: Jennings Rd. D ES IGNE R/CONTRACTO R: Eric Nicosia,R.A. COMPLIANCE: Passes Maximum UA=436 Your Home UA=427 2.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling L Flat Ceiling or Scissor Truss 1320 19.0 0.0 67 Ceiling 2:Cathedral Ceiling(no attic) 160 19.0 0.0 8 Skylight 1: Wood Frame,Double Pane 7 0.440 3 Wall 1: Wood Frame, 16" o.c. 2415 13.0 0.0 170 Window 1:Wood Frame, Double Pane 263 0.340 89 Door 1: Solid 35 0.220 8 Door 2:Glass 40 0.340 14 Floor 1:Alt-Wood Joistfrruss,Over Unconditioned Space 1440 19.0 0.0 68 Boiler L,,82 AFUE COMPLIANCE STATEMENT: The proposed wilding represented in this document is consistent with the building plans, specifications,and other calculations submitte i[h this permit application. The proposed systems have been designed to meet the New York State Energy Conseryation Cons ion Code requirements. When a Registered Design Professional has stamped and signed this page,they are attest ng t to a est of hi knowledge,belief,and professional judgment,such plans or specifications are in compliPED AR / Builder/Designer NICD i Date C) ,F- 024575 Q OF NEt1 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSotiware Version 35 Release le DATE: 11/20/04 PROJECT TITLE:Jennings Rd Bldg. Dept. Use I Ceilings: [ ] I. Ceiling I: Flat Ceiling or Scissor Truss,R-19.0 cavity insulation Comments: [ 1 2. Ceiling 2:Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ j I. Window 1: Wood Frame, Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: Skylights: [ 1 I. Skylight 1: Wood Frame, Double Pane, U-factor:0.440 For skylights without labeled U-factors,describe features: #Panes_Frame Type_ _Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] L Door 1:Solid,U-factor.0.220 Comments:_ [ ] 2. Door 2:Glass,U-factor:0.340 Comments: I Floors: [ ] I. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I. Boiler L ,82 AFUE or higher Make and Model Number I Air Leakage: [ 1 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 IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: I J Materials and equipment must be installed in accordance with the manufacturer's installation instructions. I 1 Materials and equipment must be identified so that compliance can be determined. I ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. I ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. I ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Erception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ J 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. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ j I 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.Vew York State or the :New Fork City Building Code ,as applicable. I 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 part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I 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. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to I" Up to 1.25" 15"to 2.0" Over 2" 170-180 0.5 LO 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 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 F) 2" Runouts 1"and Less 1.25"to 2" 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,Re&igerant. 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) LOT APEA 20,66..JS0. FT, NOTE: LOCATION OF WATER MAINS AND ADJOINERS WATER AND ARE NOT GUAR 11vCOUNTY DEPARTMENT OFHEAI•THSERVICES MLKPERMrTT _ A"PI.'JV?,L�3FC()N!-:=4E:t:CTIONFOR A, " '_•,�/ ;,,:-1'F`'L"' 421';Ni?1?�:L,7dCa'f_'F1tiLY DATE If/�J cJ y Hs v APPheVE' _ �- --- DWELLING NOW OR F RMERLY C. T 1 r %1g017'X-13EDROGMS wel WELL - GREATER DWELL NG - WELLt kIl THAN 150' FROME�PTRES•C[,-REE YEARS FROM DATE Of APPROVA PROPOSED SANITARY SYSTEM Aga' N. 48°53'40" E.FD 135.00' PIPE FD vA � .! M MOLE APOF HILLS � T�1ePla1 / 150' to well well 50' b O's'� a' Topsoil 8 6' Loam i • i 5.1. SO" Sand J w W W3 m ' ILD �P 41 '_ � z z i ? G pM1ELLlti?�7 z J I-_ 0UJ �R o0 0 3 — 352— LL.; W ? Z o 0 Q le+l 1 T1W h 4 Z � N T.HO I a FD. I a O PD y PIPEf 07'1 137.6'1 PIPE 145.00' . 48'25'00" W. 135.00' existing Water main v JENNINISS 0 ROAD o: easemen— iThe existence c, r K? of record, if ar^.y, 1-,:;, L.._ --:: --:,z knot guaranteed- r = t 1 LOT NUMBER 7 LOT NUMBER 6 III well DWELLING - WELL VACANT _ a - .r Umns EOR M'N'IumS' 'uUAr.aNFEES ,NDICArki, °a..._. JOB NO. 04-212 FILE NO. OAKRl1W 14LLS MOWN HEREON ;Ww 7W .SHALL RUN ONLY b TH[ P11801 •TRUCTURES TO THE rn OPel.n F.vi WHOM THE SURVEY IS pts- SURVEYED FOR NB ARE FOR • SFiC.�'C oU' - . :wD ON HIS BEHALF TIC LOT NUMBER 4 ON AND USE ANC TD .E-r :-iFIlE CG'!FA4Y. GOVERNMEN 1Fs NOT 8178M T'- :'j <=.D LENDING Barn MAP OF OAKRIDGE HILLS RECTION Or FENC=. : HERMN, AND TC 1BEAR, AbD"vON pt. EE , GUARANTLES DING0t 3RANY0MCDk6R',4 - AL EI. TO ADDrnON INIMEENORREU MTE,i.;t; ":'-1J1 SUBSEOUEM' SITUATED AT SOUTHOLD ', 'HIS E '""'`-', TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK IODATION OF SC�DCN �_F "H,i SURVEY AY1P NOP M RANI "= STAN' r"J-A`' N I 'f THE LAND SURVEYOWS 4A rc .:: :+:.L OR EMBOSSED SEAL SCALE 1" = 30' DATE 6-I-2004 ;HAU ::r-r uE COwmFRln m OF FILED MAP NO. 3555 DATE 4-30-1962 GUARANTEED ONLY TO ZOUMAS CONTRACTING CORP. TAX MAP NO. 1000 - 54 - 7 - 3 (REF. ONLY) DISK 2¢5 SUNRISE ABSTRACT L.L.C. HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR s -� `^, 1866 WADING RIVER—MANOR RD. WADING RIVER, rIp- A r �/`���' ��`� NEW YORK, 1 1792 HAROLD F. TRANCHON JR. 111PNNLI AC. O. 4 NO. 219115- E 51 6-929 -4695 LOT AREA 20,663 S0. FT. NOTE: LOCATION OF WATER MAINS AND 05-82 ADJOINERS WATER SUPPLY BY OTHERS AND ARE NOT GUARANTEED. amu;/; � aNIL04AJ&L;JMAR30 8 7 _ . ,. we(I DWELLING - - _ ^��JN NOW OR FORMERLY C. W. BOOTH , I WELL - GREATERDWELLING - WELL / r 1 I THAN 150' FROM PROPOSED SANITARY SYSTEM i FD N. 48°53'40 ' E. 135.00' PIPE (38.5'1 FD PIPE O to � C\I TEST HOLE L - MAP OF OAKRIDGE HILLS w all O Topsoil 8 5 Loam I Sand J J U) _1 J W 15• W 61.0 X 3 WL'i M � L 2 FOUNDATION 7 Z 7 Z Z Z J I- -J n F W W ' 3 14.7' J CI Q o » 25.4 35.0 41 y I 3 O I 00 j 0 I � � V ROi _R well . O I z o N FD. O FD PIPE (40.71 137.61PIPE 145.00 Z 5. 48°25'00' W. 135.00' existing water main J E N N I N G 5 o ROAD The existence of right of ways and or easement of record, if any, not shown are not guaranteed LOT NUMBER 7 LOT NUMBER 6 *well DWELLING - WELL 3-15-2005 FOUNDATION LOCATION „rPAus VM McnmVNa uuAtnnitts nwdn itt �a•- JOB NO. 04-212 FILE NO. OAKRIDGE HILLS -40Wh MEREON 040M TVA SHAD RUM Y y V TIP FLUX' PRu"Ill"t TO TNI PROPERTT Eas WNW TNR SURWY G At$ SURVEYED FOR N� ARE POR A SPIPD CWK KM PAR . AND ON NO SHALE 10 O AND UR AND THWIR c TO* TIM CQWAN/. O,TnaENMAa LOT NUMBER 4 In N01 R11lIDID TE, am "M TAE AGUCY AND LBM& weu MAP OF OAKRIDGE HILLS 1 iLS11001 OB PIN= BRAINING TunON LISTED NRRON, AND K VA" POML PAEIW P-WWQ tK ASSIGNM OF TTa UNDING i %INAL Won" TV WRORMS NOTI rU ION.NIFIS GJI! TO ARS ARt INS"10 WNRIEMA` SITUATED AT `OUTHOLD 111R1111CiU. at"NAT'gh OP OWNtW. Ym� s 8 BLIP+RY + ° TOWN OF SOUTHOLD - SUFFOLK COUNTY. NEW YORK a 84W Seem T70D p KARL 7F W eND NAP E10E f11tE ETAII'A1RR! RARtN(S TMP LAND Wm saYS - 1Ncsr sw as T:YRwRStD 61/u SCALE 1" 30' DATE 6-I-2004 1°qU ypr N 4'ONTgSPER 5I` 9i FILED MAP NO. 3555 DATE 4-30-1962 GUARANTEED ONLY TO ZOUMAS CONTRACTING CORP. TAX MAP NO. 1000 - 54 - 7 - 3 (REF. ONLY) DISK0*5 SUNRISE ABSTRACT L.L.C. HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR s P.O. BOX 616 / A1866 WADING RIVER-MANOR RD. WADING RIVER, 11" i �. ' �" NEW YORK, 1 1792 ( LIC. NO. 048992 631-929-4695 1 'HAROLD F. TRANCHON JR. PENN. LIC. NO. 21115-E LOT AREA = 20,66y1SQ. FT. NOTE: LOCATION OF WATER MAINS AND 05-82 ADJOINERS WATER SUPPLY BY OTHERS AND ARE NOT GUARANTEED. _ r f i a ` well DWELLING NOW OR FORMERLY C. W. BOOTH • WELL - GREATER DWELLING - WELL 1 THAN 150'FROM I PROPOSED �T SANITARY SYSTEM 19 r. L r I: `[ N. 48`53'40" E. 1 FD CO PIP sl PIPE i U� LP N TEST 4 LE U toMAP OF OAKRIDGE HILLS 0' Topsoil a sj, 5 Loam ST1 E \ i Sand ST N 5g J J 1To J W 15 W 61.0 Cr 3 Ed I 2 STY.FR.DWELL LD 20 Z 7 z r Z J ZJI 6A n r J I- _j R O W i 0 3 14.7' J p { 4 coveredI ' Ph n 5.4'3 orc I 35.0' tL Z O Q O I O { M M ' O m; , Z 6 v well 1 a v W — • O z a T.H.O 0 S O FD. FD Z PIPE 140.7'1 1 ( 7.6') PIPE 145.00 i S. 48"25'00' W. 135.00' existing wafer main — — — — — — — — — — I NOTE: CESSPOOL,SEPTIC TANK AND WATER J E N N I N G S ROAD SERVICE LOCATION BY OTHERS. The existence of right of ways and or easement of record, if anb not shown are not guaranteed I LOT NUMBER 7 LOT Ni IMBER 6 j *well DWELLING - WELL 3-15-2005 FOUNDATION LOCATION .warts iOs utnalWtsl 94Aw.rut .nmawiso 'REM JOB NO. 04-212 FILE NO. OAKRIDGE HILLS rWCM MlRION PROM TNI POR NIO tf 11 Rt 71P WA SURVEYED FOR CRAIG AND KIMBERLY JOBES NIS A R• TO rA vR PUR PAR 1N AN TO fIMIYRY AI r4s ON AN IU A APIAND CW MIR PART. AND ON rw TITLE COVAk%V OWIAIFVdWN M LOT NUMBER 4 ON ND RIB p GUIDETHETAL AGRCY AM 18CRIS OW MAP OF OAKRIDGE HILLS R0.1AIY OF PIMM off A1NING TUTION 'ISTta •1EE[OM, AND K YM{( 4CM& PAT" 01"?NG THE ASSIGNtES OF THE LENDING 4111110116 4mT111100 TG EVrEDINGS INST. UT'ON GUARANTEES ARE XIAW °'N°T tiAN&SITUATED AT FOUTHOLD iw� 10 '%MAHUN OF OWNER*as "N • A TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK in Sam me WX No W Im M B1r�oe ece �la TW AW SURPAN101 a 4W OWNED eve 0e %NRrHSEm EEA, SCALE 1" = 30' DATE 6-1-2004 MOT el_ . O7EEDMA7r ~ FILED MAP NO. 3555 DATE 4-30-1962 GUARANTEED ONLY TO TAX MAP NO. 1000 - 54 - 7 - 3 (REF. ONLY) DISKZq$ FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YOR COUNTRYWIDE HOME LOANS, INC. HAROLD F. TRANCHON JR. P.C. CRAIG JOBES AND KIMBERLY JOBES LAND SURVEYOR i 1 P.O. BOX 616 E 1866 WADING RIVER-MANOR RD. WADING RIVER, -_I• NEW YORK, 1 1792 - - . LI LIC. NO. 048992 631-929-4695 I ;-HAROLD F. TRANCHON JR. PENN. C. NO. 21115-E i `i i GENERALNOTES 17HE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS t - CONFORMANCE TO THE SUILOING CODE OF THE STATE'OFNP„W,YORK. 1 2.ALL MATERIALS,ASSEMBLIES, CONSTRUCTIQN AND EQUIPTMENT,15 TO'SE IN ACCORDENCE WITH THE BUILDING COOE'OF THE STATE,OF NEW YORK AND'MANUFACTURES INSTRUCTIONS. 3. VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION NOTIFY ARCHITECT OF DISCREPANCIES.DO NOT SCALE DRAWINGS. q / RIDGE VENT 4 DEVIATION FROM THESE PLANS,UNAUTHORIZEQ DUPLICATION OR REUSE WILL NEGATE u /( ARCHITECTS CERTIFICATION AND IS A VIOLATION OF NYS LAW. DRAWINGS ARE THE COPYRIGHT - OF TryE ARCHITECT. - + 12 5. THE ARCHITECT IS NOT RESPONSIBLE FOR THE DISCOVERY,PRESSENCE, PREVENTION, 12+ REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES,FUMES, MOLD AND lirl / OR MILDEW, - MATCH RIDGE 6 THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION;MEANS METHODS, TECHNIQUES, SEQUENCES,PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN 1X2 ON 1X6 ON FLYING GABLE CONNECTION WITH THE WORK, THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ERRORS OR ASPHALT FIBERGLASS _ — e OMMISIONS OF THE OWNER,CONTRACTOR OR SUB-CONTRACTORS. ROOFING SHINGLES — _ 7. THESE PLANS ARE OF LIMITED SCOPE AND ARE INTENDED FOR USE BY EXPERIENCED ALUMINUM GUTTERS AND — OWNER/BUILDERS FOR CONSTRUCTION ON OWNERS PROPERTY WITH FINAL SPECIFICATIONS Ili ' LEADERS ON 1 X6 CLAD _ — SELECTED BY THE OWNER, THE ARCHITECT, NOT CONTRACTED TO CONTROL THE - FASCIA -_ ------- ---�-- — -- CONSTRUCTION PROCESSIS NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED — — _ ❑ — ❑ BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES, LOCAL LAWS, REQUIREMENTS `'� OR SUITABILITY FOR A PERTICULAR USE. THE ARCHITECTS LIABILITY TO OWNER OR ANY THIRD -; PARTY IS THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED. _ - = - C VINYL SIDING - - _--_ - — 6 USE OF THESE DRAWINGS INDICATESBINDING ARCHITECT. iAEPTANCE OF THE ABOVE CONDITIONS AND ----- ARE A PART OF THE AG EEMENT WIT � __ __ ❑ — R3012 DESIGN CRITERIA: VALUE P/' R301.2.1 WIND LIMITATIONS: ■ _- ■ - GROUNDS LOAD 45 PSF DESIGN LOADS FOR WINDOWS AND BASIC WIND SPEED 120 MPH DOORS SHOWN SHEET A-4 { .I - - SEISMIC CATAGORY— � R301.2.1.1 WIND DESIGN CRITERIA WEATHERING SEVERE FROST LINE DE THIS ILDING HAS BEEN DESIGNED PTH 36' MIN. /" TERMITE PROBABILITY rM0—D/HEA WITH THE FOLLOWING APPROVED REFERENCE FOR BASIC WIND DECAY PROBABILITY MODERATE- SPEEDS OF 120 MPH (ENCLOSED q - -� _' --- ----- - - FLOOR HAZARDS N/A BUILDING): AF&PA WOOD FRAME - - CONSTRUCTION MANUAL(WFCM)._ _ 1 q DESIGN LIVE LOADS P$F DEF.' - - - - - m NON SLEEPING ROOMS 40 L/360_ THISBUILDING'ISIN A ININDBORNE - SLEEPING ROOMS 30 U360_ DEBRIS REGION. GLAZED OPENINGS DECKS 40 L/360 STEP FOOTING 30 DEG MAX ATTICS WITH STORAGE 20 L/240 - ARE REQUIRED TO BE PROTECTED : J ` J I 1 _ _ - - - STAIRS IREMENTS OF ATTICS NO 10 L/240 2001 AT TOP 1 091 4& R301R THE E�U2 SEE SHEET A-4 IIII - - - - - - - __ R301.2.1.4 EXPOSURE CATEGORYS. FR 1'qT ELEV- - - - - EAST B SOUTH - B- I ' DEAD LOADS ARE BASED ON ACTUAL N .I �i-- - A T 1 O A I MATERIAL WEIGHTS S ASSEMBLIES EAST B WEST B /� ' V ROOF SNOW LOAD AS PER ASCE 7 DWELLING IN SEISMIC CATAGORY C IS 'l ' RIDGE VENT — 45 PSF(0.7)(1)(1)(1) = 32 PSFEXEMPT FROM SEISMIC PROVISIONS v SCREE ED LOUVER ENT (TYP) -- -------- - ------- - ---- --I ', � Q�I 12 12 6if 2 BUILDING ARFAS; SQFT 12 12 FIRST FLOOR LIVING 1 ,440If SECOND FLOOR LIVING 1 ,069 4.5 NTS 4.5 +_ PLUDenl�l(a i ALL FII_ ryr AWA.' , � �� � TOTAL LIVING AREA 2,509 TESTING BLr-,E GU.cR'NQA ALL JER' TIFICATE .�, OPEN TOBELOWMEET T �F ? LUER CERTIFICAT ON HELEADCONTENTBEFORE GARAGEAREA - 525 DOGE Jr ,n. rU,IKSTATE. OFOCCUPANCY COVERED PORCH 233 u SOLDER USED IN WATER — SUPPLY SYSTEM CANNOT' EXCEED 2110 OF I%LEAD. it CERTIFICATION OF Approximate groos floor areas based on nominal materiel dimensions. it I NAILING & CONNECTIONS V Living areas Include first poor stairs and finished floor areas to the outside' `tel o�d OR of house exterior walls and to one half of garage or open tobelow'walis. REQUIRED. OCCUPANCY , III ' t p Garage area InoWdes'ond half,of'house wallsto outside of garage exterior •t�.i .� �� . _ U J�' V NLr'tWFUI walls. Second poor open to below apace Includes stairs below.Decks and III li porch areas are from exterior walla to outside edge of deck/parch, i or) WITHOUT CERTIFICATE OF OCCUPANCY h APPROVED AS NOTED _ _ _ uric �Ni.cos�i;a L I I I FEE: 60110 BY: DO NOT PROCEED WITH NOTIFY BUILDING DEPARTMENT AT RIGHT ELEVATION - - - - - - - - - - - - FRAMING UNTIL SURVEY 765-1802 SAM TO 4 PM FOR THE 414 Main Street &4Re 203 Part'NS: at : (6 bn, N.Y. 11777 OF FOUNDATION LOCATION FOLLOWING CONCRETE b E Math?afchiCact�optonl6ne)nei8 B$43 4 L - - - - - - - - - - - - - - - - - HAS BEEN APPROVED. 1. FOUNDATION - Two REQUIRED ' Tele hone 63a 82&a4b 2. ROUGH - FRAMING & PLUMBING ED AgOy $11IDER"ITEASCEATIFIC49 3. INSULATION 'NIC J 1VNIhIC�S REQUIRED 4. FINAL - CONSTRUCTION MUST G5GOsg // } " BE COMPLETE FOR C.O. nit -r ALL CONSTRUCTION SHALL MEET THE r�/� REQUIREMENTS OFTHE CODES OF NEW * * � 17:,r ,4. 1 FLOOD ZONE_k _ -_ YORK STATE. NOT RESPONSIBLE FOR d� 4 COMPLY WITH CHAPTER"46" DESIGN OR CONSTRUCTION ERRORS. y 2 6 yOQ JOb1L; O4Li0 % SaBlfl 1!4 -1",MO s o ''' 1 FLOOD UAVIAGF PREVENTIONli.,, hI F03Aw� f ; , ,I " �_ Z .ter . x r , ti r � c �. uy 4 a f atiyp.. 1 4 k i I 83251 AppMyoq nwmhera ag ai ec � elaan b�lik¢v i�4 crr au'riewAbul(stlri s to irueh r r — a poait(oiras to be pl�hly vi,ib7e°and lagllile�rt(n tr>�eat�slr���onpn9l�a'.pro�ertr I R613,5: Window and glase'door,astfemkllea shall bp,ahchoradi'74"nian0640th the ' o published1nenufaoturaY' fetlomr,{'i8ndetiCpy t4 eghlBVp the ddail]riryagure,spaoiflact, N Mullions shall.be tested by`Alri;apPncved'lesbng labortory. Mixim mumullIbri _ deflecflon= Ll1.75;Wilkins shall be capable ofresiat(nga'loadof,lt$times,the design pressure loads. - -I .I 8703.1 The exterior wall epyoolposhall�b6 constructed Ih such a mannei'as tg15revent the accumulation of water within the wall assembly by providing 0 "far resistive barrier behind the exterior veneer aft required by Section R703,2. LQ R806.3 Vent clearance.A minimum of a 1-Inch (25.4'mm) space shall be provided between the insulation and the roof sheathing at the.�ocation of all vents --- — — R901. Roof assemblies shall be installed in accordance With this code and the approved manufacturer's installation'instructions such that the roof assembly shall serve to ■ protect the building to structure.a Fleshings shalt bas In the ih such a trlgh,m ist r J prevent moisture entering the WAII throUgh'tha joints in the bgp[ng, ihtough moisture' II permeable material at intersections with the roof plana or other penetrations or changes in slope. Roof coverings shall be applied in accordance with the applicable provisions of this section and the manufacturer's installation'Instructions, Undedaymentt shall conform with ASTM D 226; Type 1, or ASTM D 4869,'Type'L Self-adhering,polymer modified bitumen sheet shall ASTM D 9970. Asphalt al ingles,shall have self-seal strips or be interlocking, and comply With ASTM D 225.or D,3462. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing noils,minimum 12 gage shank with a minimum 3/6,Inch diameter head, Where the roof _— -- sheathingis less than 314 Inch' thick;the fasteners shall penetrate through the _ sheathing.Fastaners'shall comply with ASTM 1`1667; .Asphalt shingles shall have of six' ❑ ❑ ❑ �� fasteners per shingle. and I i shall be ep n ed shingl etas non, parallel to and stoning from the save and IaRPad 2 inches fastened sufftcl8ntly to hold,In place. End laps shall be offset-by 6 feet. In areas where the everegadaily temperature in January is 25d or less, an ice balder that In, afia leasttwp layers 1pf underlsyment cemented together or of a self-adhering'polyrn6 rhodihetl�biturf?ana aet,,shal4,be used 4n lieu of normal underlayment and wdlend.ffgrit the aaVale edge to a.pginpat least 24 inches ',r Inside the arterior' , Il line'ofther7aynSan `bullding., Undatappliad-ir'srasssubactto j T Mw DEEP PLATFORM WITH high winds greater than 110 mph sh'ail bstep lied with corrosion resistant fasteners In RAILINGS/HANRDRAILS 8 STEPS accordance with manufacturer's Installation inatructions�FaspeTars ere to be applied '4 , TO GRADE along the overlap not,fartherapart than 36 inches on center..Flashing for asphalt shingles shall comply with this section. Base andoap flashing shall be installed in i accordance with mahufa'cturepbinstallation'lnstructloihs Baba flashing shall be of either t — corrosion -resistant'metal of'mininYum nominal 0,ti19anch thicklfte,0'1,, Cap Ill ashijng'shall be corrosion resistant metal of mimmum,nomrnakd:01lnoh thickness. yelley linings shall be installed in accordance With,manufacturers;Inatallatiori4nstruations before applying shingles.Clcsed valleys(varier'cpvaradwith'shirigles);yapey lining 0,one ply of. smooth roll roofing complying withASTD 224'Type II or Typd'i17And ayeaet 36'Inches (914 mm)wide or valley,lining Badescribed In Kornai and 2.above shall be L — _ _ _ — — — _ _ _ _ _ — _ _ _ _ _ _ _ — __ _ — _ _ _ _ _ - — J permitted.Specialty underlaymegt complying with ASTMD 1970 may be used in lieu of _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — __ __ _ _ _ _ _ _ _ _ _ — _ L _ — — — L L — _ __ — __ — — — — — _ __ _ — — — — — — L — the lining material.A cricket or saddle shall be installed on lhe,ridge side of any chimney greater than 30 inches wide. Cricket or saddle coverings shall be sheat metal or of the [� same material as the roof covering, Sidewall flashing, shall be by the step-flashing I l REAR\ E L E\ / /\ TIO 1 V method. Other flashing againste vertical front wall, as well gl soianufac vent pipe and _('�_ �/ /"� chimney flashing, shalt be applied according to asphalt-shingle manufacturer's printed . ,,;'I instructions. ELEVATION CONSTRUCTION NOTES ROOFING: 6 NAILS PER SHINGLE ASPHALT/FIBERGLASS ROOFING SHINGLES AND ACCESORIES - SEE CODE NOTES ABOVE. RIDGE VENT ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS , REQUIRED II TRIM: WHITE ALUMINUM CLADING. RAKE TRIM: 1X2 ON 2X6, SPACE FOR SIDING. I / FASCIA:2X6. CONTINUOUS VENTED VINYL SOFFITS. 6 SIDING: VINYL SIDING AND ACCESORIES, WINDOWiDQOR DRIPEDGE, FLASHINGS, l TAPED TYVEK HOUSE WRAP. VINYL SIDING TO CONFORM TO ASTM D3679. APPROVED U.L. LISTED FLUE CAP AND COLLIER WITH SLOPED STAINLESS,STEEL CHASE CAP, CHIMINYS/FLUES TO BE T-0" MINIMUM OVER ROOF AND 2'-0" MINIMUM HIGHER THAN NEAREST STRUCTURE WITH IN 10'-0". CRICKETS AND FLASHINGS AS REQUIRED IN R808. i it 12 4.5 'lj — VINYL SIDING --- eric Netc.osta AI�t1�IT£�.T. 414 Main Street,$ufte 203,,Port�' ifferson:r,N,Y, 11777 n Telephone: (631)92&4456;Faic;(861) 928-9543' ' - E-Mat;-erchAect 4 onlln net I � LEFT ELEVATION I a eAE� ^boy :1I�1 [t�*1 �3 i01� 5I �p.NIOOs M IONa� S� 45 Cpl �Q t '. at 971st rr fix+ Y I"F , -:4.m yr , aWIN, 4444 MI`1 11 '�j. IN tY ' IC FOUNDATI hrd a71� �, r 83 11,11141 Csyrt�> t tp er��a anti a �) txinfw"'q'i ae g��fask ail . require ttte uas�Qt prove,� s� ty "pr elte;i �af R$2431graa#cikt4`rtAlprd3ugrill hd3tatlitariCdl � NI t 4i1 Subtananeantarmit poritrpl: shift 'P adA # pt gr aw�lyl of �irC` , 1I r� �% yl't aocoroapco wfth the VV(� g' �tl+ 16'al'sl drterinke�rdgtslanftvpotl C dhtY f soli ;r 7)I tn3atmant"mhy also' 6 h' dspsgty ddjpendinp onsite conditions' `r � R401.3 Drainage SuMac@tJraInsoelotiall beQh7ertad tp drywelt¢,arathef apptovad . e point of collection not to cresta a haord Lots shaiEbe graded ap a to draifr'water away from toundafipmWaps a'rninilTlpm of'S"'inghes_>ry0Jn th0 firs{10 feehocrdwales shall be provided to'ensJl'e drainegs sway from the strucWre. 61,_2„ R401.4.1 Gaotechnicat ovaluadon In Ileo of a ocmplete geotechnical avAtdallbn, the 61'-2" load-bearing values jn Table-Rr101,4.1 have openassumed.'Compressibls orshifting, - - — - soils shall be removed in confpridance'with 0401A. 8„ 5,_8„ 8" 37'-3' JOIST HANGER TO PPT LEDGER 00 BOLTED TO RIM BOARD WITH 1/7' ASSUMED SOIL BEARING OP 2,000,POUNDS PER SdUARE,FOOT APPLIES TO DIA GALV LAG BOLTS 8 l (2)5/8"GALV. )+ WASHERS 15'O C.STAGGER 4' = – – – – – – �� BOLTS/NUTSNJASHERS THRU THE FOLLOWING CLASi OR SpiIL MA'TERi�L ONLY'A'�,GP SW'S P'SC,GM+GO� I r VERTICAL v 2-2x8 PPT m \GIRDERS a 4xa PPT NOTIFY ARCjt1TECT*Sl rE CONDITIONS VARY'FRONE 455UMEb CCNpITION. T-6" f0 POST ON /7 MIN DIA, RC a FOOTINGS TH TM /L UNDER 2IIUL;T8cANYTIER — —\ ANICHOR4BOLTT BASE AND 117— — — — — — — — — r/8" ANCHOR BOLTS 48" O.C. - - - - - - - - - - - �8ta the toi be in cablo,gconformen4e with ACI s lisiod'ib ACI318.Anchor bgltconcrete and 02.2 Concrete,Materials used to produ s,to ba'Incp,Monnanstingthirsof l ceawithd - r y - - - - - - - - - -� - - - - ASTM 307. ��--- -" — '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 RIETE 8 i CMINIMUM ONCRETE OATCBASEMENfi FOUNDATSNRWALLS EXTERIOR WA8 DAYS. (, , I PORCHS,STEPS AND GARAGE SLABS IS'TO, BE,AIR,ENTRAINED. IN i a N I I 8" THICK 3,000 PSI AIR ENTRAINED CONCRETE b O CONFORMANCE WITH ACl3t8, NOMINAL SLUMP: WALLS B, SLABS 5. - 8" X16" WIDE CONTINUOUS, KEYED P.C. FOOTINGS o „ a 8' CLG 8403 Concrete Footings shall be supported on undisturbed natural soils All exterior o m footings shall be placid'at least 31l minimum baloW gr2doJhe,top surface of footings G I BASEMENT o o I shall be level. Changes in elevations and a/ecent elope requirements shall be In I I o io O conformance with R403. ^+ 4 P C SLAB N' N m .14 3-1/2" X11-7/8 2.0E LVL GIRDER ON 3" DIA STEEL (/ ¢ O R404.1Concrete Foundation Walla shall ba constructed ars set,forth insagtion R404 and /COLUMNS ON 2'-0 X2-0"X7'-0"P.C. FOOTINGS , ( "` 7 - U - I ` °' ACI 318.Backfill shall,riot be placed apaIiot the wall und'1 the wall hAs sufflCiagt I 35'-2" io I ¢ strength and has been anchored to the"floor above,or has bban sufhpien0y braced to a(a - I m prevent damage by the backfill Such'braclhg is,bot requil for, au ,tying less 8'-9" 8'-9" 8'-10than 4 feet of unbalanced 049,&,j Foundation - - - I - - - - - - - - --- i- - ---- ---- - - - - - - - - -_ - - - - - - -- not nloltdrequure ered oils arcol dingy tondaBdo le( stalled DhWNIt dralerl�ro' g' system is - - - - - - - --1- - - - - - - - - I- - - - I the dprevel A drains 9 - - - - - - - - detailed in Table 8405.1: Other 8Q11 g and Qrean - - - Z - - - - - - - - - - s_ I I l N - - - - - - 405.1 around all 1405Aeor er soil ' equine r aifi6etlon Sys;ein,,GreuR J Soils, se the Untfi bD I I I- - - - - t -- � I– BEAM � t -I o _ - - I soils, raqutradrains tn>aoftfamSanba xrgh R I y +CI BEAM PKT — -� ` — BEAM PKT -NO1i I�y�'foundation's,t'hst-r'atiii ith aril ehcloee habitable or usable s acas locsted bsI6w rade 60 36" IN y in M Sectio Foundation dam foundation Walls that retain earth and enclose hob tab 8 pr usable z— - - - - - - d > X U ofln EJSckRtwhare Ppro o Section 8406.162,found spaces located below grade shalt be,tlampproofed from the top,of the footing to the, LISTED HEAT i finished grade by applying one of the listed darnpproofing or waterproofing materials FLUE Z C) c }( C7 ^I listed in Section R406'1n areas Whera_a tugH watrrr=table of tither 6avaro Boil water' 80 I .– o Z I o r» Cn ` W ii> � v in h conditions are known to exist, exterior'fouiYdaficn'wails that retain eatth and enclose o m J habitable or usable spacesfocated below grade shall be waterproofed as per 8406.2 = 4"THICK 3,000 PSI AIR ENTRAINED W ry N UP P C. SLAB ON SAND BASE OR l (7 If O �2 - _ —I dY I SUBGRADE WITH 6X8 10/10 WELED � R407 Steel columns,Ail surfaces (inside,and Outside)of steel columns shapes given a 0 I l WIRE MESH, PITCH SLAB TO I shop coat of rust-16 paint, except for conosioh-resistant and coated stool. SII 1i77 I } ti OVERHEAD DOORS I Approved manufactured cortosioh.resi8tant coated steel o4lumns with top bearing 24'-0„ — g 13'-4" 81' I plate shall be bolted to the girder and the bottom with any adjustable threads on Er) m I 5/6"ANCHOR BOLTS 48" O.0 35'-2" I I bearing plate embeded in the concrete slab: 4,_0,I L I - - - - - - - — � L - - - '— < , - - - - - - - - —� I UNEXCAVATED i HANGER TO CCA LEDGER t II a b ^ - - - - - - — p O I I ICV Q 7'-11" 8 7'-11., 8.0„ T-11" v 8'-1° TO - _ _ _ _ _ _ _ 1 I 5/8"ANCHOR BOLTS 48" O.C. - J - - - - = - - - - - - - - - - - - - 2-2X8 PPT - 2-2X8 PPT - - - I ' 14,_8„ 8_D, 13,_2„ - - - - - - - - - - - - - - - - - - - - - - - - - - - 35'-10" 28-4„ 61'-2" JOIST HANGER TO PPT LEDGER BOLTED TO RIM BOARD WITH 1/2" A DIA GALV. LAG BOLTS 8 WASHERS 16"O C, STAGGER VERTICAL \ l2)5/8"GALV BOLTS/NUTSAWASHERS THRU GIRDERS 8 4X4 PPT - POST ON 12" MIN DIA P C FOOTINGS WITH PA4 POST BASE AND 1/2"ANCHOR BOLT - 6.5"MIN. WIDTH FOR TRIPLE ' , PLY LVL GIRDER - SEE PLAN i DECK POCKET Ili 6 1/2" DEEP — F - N LVL POCKET 3., i 1,01/2" DEEP b ;i e- - - c �. I I AIR SPACE 3,. 1 „ c + ", 3" MINIMUM' BEARING STEEL' OR SOLID 1 "j SLATFSHIMS R5Q .fi 8P2 O PLY BEAM PACKET `BP9 ;T1 E;'PLYEAMI?C :KET ' jo r. 414 Malty&tt$atr43. ori Jaffer8ony N\';,11777 i Tarepf;Qnd ( Sa).�_,- (asM)� 9 „' ai6 atdl+gb�pWnlini�net.' 518" ASTM 307 GRADE 60 ' �D ApD I r �Is 3 5�" O N 6 ��� THREADED LANCHOR BOLT WITH NUTS AND i i 6 WASHERS�SEE ED SQUARE 31/2" FOUNDATION PLAN FOR SPACING 1 ' tn� 8403,1 ANCHOR BOLT o� , �i • °��� ` r /� t,l ae S' >,, t I '/✓y^, F eked �i d r Ards r0. , K "/9" 1 AI " 6 > t al"i- ,• a e r F , n I ", 1 .,�,.�., Win ') !h !}1Mtis hM"ylx ^I "s4 rya, f 3. J �L" l . 'T H FW ) 4 BSA, I 1 ''. }f4� :1R F MNGNE :<' , ALL FRAMING �- M RRiTO�1E'f70Y,0vLt�SFf1 4JkfLGW 2„'Ff�E$3URIE PRESERVATIVE TRE 00 (,I MOt TO$ (3 ;p50UTHI RN PIt1H N2. TYPICALIH4EApFF.$IZZR;ls NO HOLES At QWFO 1N iEApFRIGIRpER JJIDTCHiNO AND TM III 61'-2” RI IG ID SAWN jO15T$;ARE TO`BB;IfJ CONF4HMANCE WI, j — AF&PA WFC M PPTSTEPS Z< SOLID METAL CLOTHS DRYER EXHAUST DOUBLE FJ UND�EbR,ITUBS HEARTHS AND;AT,FRAMING OPENINGS. SOLID _ PLATFORM 1 _ INSTALLED IN AND MANUFACTURER MANCE WITH 81501 BLOCKING UNDER NQNLOAD BEARING PAR ONS ISTS TO' 4" 7'-2" 7'-2" o Z DUCT TO EXTERIOR WITH DAMPER, B TITIQNS.)Jp �o STEP DOWN CONFORM'TO MANUFACTIIRERB i NSTRUOTI ��bQ�p571 5 N0 WG60611 R J C ACI INSTRUCTIONS AND DETAILS ' — — — — — — — — — TED Dili EGTLrY AT LOVER 0P PLATES p o � z-2x10 _45_D`Z�9 SOLIDBLOCKINOISQ NERS , 'PORTS. 2 ss Fo 6,_3„ 6 4„ 15,_2„ 4, 9 0 JOISTS/RAFTERS SHALL BE LOCA TW2 210 ' 1W24210 m iv TW3046-2 N LID WEB'ST(FFt DI/1PHRAM a BLOCKING AS INDICATED NAII.F,.RS POR,GY0SUM BOARD CEILINGS AS 2-2X10 b (2) 1-3/4'X11-1/4"LVL a �71 LC 2-2X10 " V 7 t vaj __1 _ _ REQUIRED.FIRE/DRAFTSTOP CHASESAND POitCHS, 14,_4„ 11,_0„ a b LAMINATED VENEER LUMBER TO HAVE MINIMUM'VALUES AS FOLLOWS: F 35'-6" 0 E=2,000,000 psi, Fb= 2800 psi, Fv=285 psi,, 5 3 = o a I BATH STUDY Q a o o LVLS TO HAVE MINIMUM OF 3 BEARING. NO HOLES ALLOWED IN LVLS. � ID ° iD r �. 0b 112668 A p 3 � o O z J z z F ° ° � F g m DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER ¢ � za a 3 z ° FAMILY M NOOK KITCHENw m w 8i I� WITH A MINIMUM OF 2 ROWS OF:16d NAILS 12"O.C., 3 ROWS OF 16d 7-wi D o °qa -Z o NAILS 12"O.C: FOR 14"-18" MEMBERS. SEE MANUFACTUTRERS o LL w a z a w w I W m r O C INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF m Z E Z w w o 2'-0" 3'-2 LAUNDRY °D a a SIDE LOADED MULTI-PLY BEAMS. " � U ¢ O F mQ m O J U m m io 2668 ° x m co CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING a rr a o m o m iv O a o HANGERS, AS PER MANUFACTURERS INSTRUCTIONS. x o z it o ° z T CLOSET M ZT [ 11 SEE LOAD U a �-a (2) 1-3/4"X9-1/4"LVL - 2-2X10 [V �{ (2) 1 3/4 X9-1l4' FLUSH LVL 6" 5'-0 11-101, S, ETC 2868 u L LABELED SELF R I2 NAILING SGHEDULEDER AND SILL TMP SHOLDOWNS, SHE IONFSHEET FOR ADDITIONAL AR R FRAPS', . 8070 5070 i ERENCE m — 1 _ NOT INCLUDING UPLIFT& HQLDOWN CONNECTIONS., 2'-0" 14-4 4 0 4 CLOSING-- - FIRE 0008✓ — — 4 ° DESCRIPTION - o Neil NAIL NAIL SPACING FINISH J o a„ 13,_2„ - - I M i I r > mCommon s #/ SAI J U O ° i `? ROOF/CEILING: v h O x o � Roofing Shingles 6 roofing nails per shingle o o e z Q N J j Structural Sheathing- Interior Zone 8d 6"o.c edge; 12" o.c'. field N'= O O m J X J 'DINING V J J , v z_ m 13iR o Q o_ Q ¢ Structural Sheathing-4'Par mitar2one 8d 8' o.c,edga, 12"o.c: field 0 m LIVING "a N � o 0 ` 120 mph - Sheathing-4' Pedmiter Zone "8d 6"1 edge, 6" o.c; field — O _ ? N s/s"TYPE x cvPsuM BoaD ON WALLS, v oS o Sheathing(8 Flush and Flying gables 8d 8"o.c edge', 6" o.d field 4'-6° � v ¢ � a w i CEILING WITH 1/2"TYPE X GYPSUM X N 120 mph-(� Flush and,Flying gables 8d 4"o.c edge, 4"o.c. field 61 d' U v ¢ BOARD ON INSIDE FACE OF HOUSE Rafternrop Plate (toe-nailed) 3-8d per rafter 2X0 RR,CJ/1fi"OC rn X i° A m, WALL ADJOINING GARAGE Ceiling Joist/,Top Plate (too-palled) 3.8d per joist ' w FOYER 00 m w � w _ Ceiling,dolst/Parallel Rafter(faoe,nalled) 3,16d each lap if CJ not on top plate LO p 4" 7'-2" T-2' z m ? �' GARAGE Ceiling Joist Lap at Partition (face-nailed) 3,,=t6d each lap 1 4 THICK 3000 PSI AIR ENTRAINED _ COIIef Tie to Rafter(face-naNed) 2-1Od ' per tie 3-1Qd req 120 mph zones 2-2X10 �-a I 2-2X10 V a o P C SLAB ON SAND BASE OR (2) 1-3/4"X9-1/4"FLUSH LVL Blocking to Rafter(face-naifed) &8d each end Rim after 2-16d each end TW3052-2 HANGER TO LEDGER 5666 L -O — — — — TVV3052 2 — — — — — SU WIRE MESH, PITCH SLAB TO WITH 6X6 10110 ED — — — — — — o Gypsum Boe Board Calling 5d cool 7 0 c. edge, 10"o.c. field / ' „ Gypsum Board Wall 5d cool 7" .c. edge, 10"oc, field a. BCANTILEVER ABOVE OVERHEAD DOORS a i4 mWALL: I 24 8 2 YP o 9 . ° COVERED PORCH N �S 5/4"X6"PPT DECKING "1-rl I shy Structural Sheathing- 8d' 8 o.c,adge, 12"o.c: field / 2-2X10 0 2-2x1 2-2x10 2-2x10 ;t — Top Plate to Top Plate (face nailed) 2-16d per foot _ Top Plat at Inter9ao8ons-(faoe-n8iled), "4-16d '- joints;each aide / PPT STEPS TW3046 TW3046 p o ftSt 4d (face-nalled '0 1 '� - - - J4 � - - -„ 4^ V-3" „ „ 6,_5„ 4, 6,_5„ 7 0„ Headerottom to d) 18d per arae- qng edges _ Stud To ) d To eater stu nele � per oC al 5'X5 PRIMED AND PAINTED PORCH POST WITH TO /B Plate to stud-(end Hall) 1A( ' .' 5/4"X6"PPT TOP RAIL ON 2X4 PPT FRAME WITH 4X4 PPT POSTS UPLIFT CONNECTION TOP AND BOTTOM TOp/B OM Flare to a-,nailed) 2 igd per a _d, p foot Structural T&G S4bfloor ed& ' :c ,:— � al ' c.fie °' III I : ) 8d P o aedaa ip. , 12' o.' A THRU DECK 6' MAX O.C. 2X2 CCA NEWEL POSTS 6"O C Bottom la to Or 4'-8" 8'-0" 13'-2" 25'-4" FLOOR: 61'-2" Joist to Sill/Plate/Gifdmr{t� ed 4,80 or olbt Bridging to Joist (te-nailed) 24d each and " WINDOWS: ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING (DP30). A TW3046 PROVIDES A CLEAR OPEN AREA OF 5.77 WIND BORNE DEBRIS PROTECTION Blocking to JoWt,(tos.-nailad) 2-t3d - : as -0 '" ;a SQFT AS PER ANDERSEN DATA AND IS IN CONFORMANCE WITH R310 BUILDING IS IN A WIND BORNE DEBRIS REGION. Blocking t Sill or Top,Plate(too-trailed) '3mlOd each block WINDOWS SHOWN PROVIDE ROOMS WITH AT LEAST 8% LIGHT AND 4%VENTILATION IN CONFORMANCE,WITH R303.1 Ledger Strip To Basin(fop popad) 3-16d. oach,joist 16-0.9;1_4 Protection of openings & R301.2,1.2 Internal pressure , Windows in buildings located in wind bome debris regions shall have glazed openings Joist on Ledger To Beam(too-nailed) 3-8d ,perjoist VERIFY ALL QUANTITIES, ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWSIDOORS Band Joist to Joist(and-,nailed), 3.16d perjoist AND BEFORE FRAMING OPENINGS. protected from windbome debris. Glazed opening protection for windbome debris shall Band.Joist to Sill/Plate'(toe;nailed) 2-18d per foot - - meet the requirements of the Large Missile Test of ASTM E 1996 and of ASTM E 1886 I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUF. INSTRUCTION; MINIMUM WINDOW AND MULLION DESIGN PRESSURE RATINGS = DP30 UNLESS NOTED EXTERIOR DOOR ASSEMBLIES ARE TO HAVE A MINIMUM DESIGN PRESSURE RATING = DP30. referenced therein Wood structural panels with a minimum thickness of 7/16 inch and a ,,.,,,, maximum span of 8 feet shall be permitted for opening protection In one- and two-story I, buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be provided in accordance with Table 1609.1 4 &Table R301.2.1.2 or shall be designed to resist the components and cladding loads determined In accordance with the provisions of the Code', ATTATCHMENT HARDWARE 2-112"#8 SCREWS 16" O,C. (12" O.0 IF PANEL IS OVER 6'-0") SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD f - ASSOCIATIONS DESIGN #1 - SHUTTERS FOR WOOD FRAME BUILDINGSh i r1 1'��l � s►� LIST OF ABBREVIATIONS IAPPROX. APPROXIMATE - - -_ --_- - ' APA _ AMERICAN PLYWOOD ASSOCIATION I BP _ I BEAM POCKET ,117 III .,j -co- +CARBON MONOXIDE DETEC_ TOR 414 Maki BVoot, Sults 203 Pdrt Jefferson N Y, 77 �C M U CEMENT MASONRY UNITS Telephone (¢31)g28 4458 Fax,(8si)828-9543 DP DESIGN PRESSURE RATING E MaU ra(nhUetoptonline net FJ CJ,RR FLOOR JOIST,_CEILING_JOIST, ROOF RAFTER ! - PC POURED CONCRETE PPTPRESSURE PERS_ERVATIVE TREAT_EDW00D _ ��EPc '�'i�, ,t """ '` % �•1 U.L. UNDERWRITERS LABORATORY O C �_ ON CENTER SPA-_ ING - - - -� _ �� �r;, i a " + �>� 'v S" .a �A 71 TYP TYPICAL SD _ INTERCONNECTED SMOKE DETECTOR +- PLUS"ORMINUS 4 yO1 , r bi i i d9 w d4T�a7pt . ,,. i�u w cr'`' /! y r,vc"sA+1:�, a •Ty . 's` 5''ykao rhi�,��F f ..x�"+L I ill - - w ,- .. ' �F, . .. ...... . .. . . r ,71 or f"Jt 1p e r � >Q3ot#1n general,� t�F °fi1 sT CIS` loom, ' SW1'fal1��•Qf'�PRi'�, k95Ga� rl�>f�� ���wtNt�Bl�a less;Uianis above'�It�tr 4ia� F � $t� ` � I ` r �a 9 .F Y Y^ , E di 5 l Glazing hearsttiMIW ,d0niWSwcorl �a t l�pl�i 36raPhdN(r on loc$tloos and exceptions, R30S.6 Skyllghts'and sloped glazing shall co•'mplg wifh this ae''ctIonia ne have fully tempered glazing.. ,: ,!.,t R309 Garage opening protect(pn p�td se Atatipn raquu�d to be as noted and in M� confcn fiance With'R3a9 Garagg door sWl a ssitall ba sloped to facilitate the mo in of liquids to drain to!Ward tIrpalq"yMg918 ept�YbblWiy S 8310.1..1 All emard@ncy esedpe'andl reaoua;.didrrireiatlIp1rQ a gl)Almum rYat^o[sap il opening of 5 7 agUaro feet 24'i ipIo 1pin oasrijoe'�itg rieigtft 2t mirytmUm pleat opanmg width,,44 maxsill'boght s � Y FINAL, INSTA(LEI 5141�i Nr' F HAP44AA16- Ol dqS StW( 'EM)N6T kcdb* +i 36,_2„ , I I1 E6� crV,EtrcbP-'SOOTION ARCHiltidTIS 4,. 6._6„ 6,_6„ 4„ At1�T1QN& ; FULLCOMFOR NCk"1f41'[Ff 4" T-2" 7 2 — — — — — — — — — permitted bandrelCBt elgnta pbeadfpomfieto,,_, ,tdraite shailndt � iJI�4 8314 Stairways shall notbe lass than 361aChea In clearwidth pfal(polnts abpve the _ _ _ )oW the required Fie TW 3046-2 — — — — — — — m TW3046-2 of. v -�xto v z-zxlo �r be 9,11 In ccrlform Jailed do true side and 2 l 4" 14'_4„ 4" 5'-0" 6' 2' 0" 4" 13.0„ 4" hand alis are dehPttr sh I bodisldea T}i9 and�ag height, I uding tree and Ian n a shall not be w minimum handrail fa i s 7 hchesWhere l p maximum riser,heightwhalhd26"and'the Bryce Wlth Ii3141 Minlrnum headroom 91 All — — - stairs shall be provided with iiluminationfh accordahobWith Sectiotr n 8303;4, EnCloeed !. SKYLT w m 4 a'GLG accessible,spaae,under stalre shall have`yvaQs understalrsurtacs and eny'soffits protected 0 0 o BEDROOM 3 n l RaoesJ o 00 on the enclosed side with tf2,inch gypsum bgard BEDROOM 2 O1 O m 8'CLG BATH R315.1 Handrails having minimpm and maximum heights of$4 Inches and 38 indtrea, N cnrH CLG respectively measured yafd(calJy IrQm trie nesing of the;treads ahaii,ge pMvided'on at least x 1' 2 one side of Meinry$j s A1I required hehdralrashpCl be cprdintioug the full length bf'tha stairs with twd or more d0era (1a g bbirytiraat ?abbva gie tli n�ef df a filgh to a polpJ directly' above the IoWeat rtserdf ill �Lt rids sAll}re **iw'64hali to 1 4" n 13-2" „ 2468 1868 ' 6684„ 91-6.1 4" PBRACE URLINT02X4A 48' 0004WALL WITH 5 DEG ANGLEX4 inches 38mmor safety i)gelWeen Jtlewpa entl;tletriand allArltte n g PAprtidn aPttpnd l shall is '6-5 6-5 q 31 o BRACE ® have a circular crg s sectiomof l 1/g tndhes. mrrhlmum tot b7B Inciidd rry�dlnyri edge l v 5066 CO R807 radius of 1/8' '. ". l o a HALL u1 W.LC. oIATTIC N b CLOSET CLOSET it - - ! l R316.1 Guards are to b8 minimum 38 inches (>}i4mm)ill nargltt tlpen sides of stairs with;. ; N 3D66— — — — 2-2X10 HUSH CJ HDR v 2668 2668 a total rise of more than 30 Indies ebeVe;tFls floor prplyde belpw shall have'puerda(each I / v e,treas: —DN side) not less than inches Dt helghtMeaslirad veRidtllly tram the nosing of th 4" 13'-2„ 4' 6.2„ a / 13 2" 4„ (Second guards era recpmendad to bmhfyhsr) � � 3 / A story \ gle and-rnyl4Ple station srtldkAalamt;shad inetailed in each s(eepinq Mom, FINISH / outside of each separate sippplrig graalryths lnlmediata;yrdinity of rite badrooms,on dach ; zxe RR 16oc \ additional sfo ,of the dWellir) Inaltldtng(isaMgntp, e'alamt dgvidae shall'6e' 1 01 1 BEDROOM 4 /' ry g, .. � n interconnected in'such a mannerthatthe actuatipn of one Alarm will$ivate'dll of the O \ alarms in the Individual uhd.The ali ahalt be clearly dudiIin allbedroomaover OI h o 8 g MASTER BDRM background noise levels with all Intervening dooraalos`ad All Amok, tarms,ahaQ'be listed IM o ? 11'-6" CEILING and installed in accordance,with the provisions of this oode and the household-,tirewaming t / A equipment provisions of NFOA72 R o BATH cL / \ 8319.1.2 Wail and ceiling finishes not including trim, door or windpN;frames shall have a j l 246 / \ flame-spread classification of,notigrepterthah 200, Wall,and cell inp�frnishas,sha11 have a l 8,1 / \ z smoke-developed indea'ofngtgrapterthin;460 v, 2X8 RR 16"OC J \ R322.A vapor retarder shall be installed op the Warm in-iWinter side of at l insulation. N zxs CJ 1s^oc A m R1001.1 Masonry'ahimnexs sha(I be,�SQrAstn}Gtadr anGhoredsuppohoO And reinforced as TW3046-2 _ �— _ — — TW2646 b / 4" 131-2" 4 clBar in this ombus i and thel8gpik'�blegPrOVtAtons of Che pt4rs 3'4 and 6+lVlth 6ppljcqbla - :2-2X10 2-2X10 red a renceatocombustibiesandteatoPli� TW3946_2 3p squarehfeet end'hie@slh�rt 22 In ho bly rYGPles itid st1A $attbrated sa hpllway or it i a's R807.I An atpG a6l CTN y hgh6lLbr'1 a fpn h o enin shall not be rti attic T-2" 6'-0" 6" 4'-8" 3'-8" 6'-11" 6'-11" other. acceasibteloifadon A*rich' he' fr 9 \ADJUST OVER HANG r(itMlmlJt�I;�I�+�rAoy�nGted-I�eadMd(nlfl't. -A TO MATCHOVER H Ir space shall be provided-st spine tf olrik s gbufi ttl�ah wJ3p6Nrlg:,$#*SeatlO M1305,1.3 for access requirements when moo hAnigpl'equipmerrtfsppcated In afttcs; 22'-4" 13'-10" R808.1 Combustible insulation phatf be sep'aratad a minimum of39n'ohes born recessed lighting fixtures, fanmotors and otherrueat-produoitip devices or seperated'.m w= ante f 36'-2" with the conditions,stipulated'(nthe fixtureslietinq.Re'casasd Ilghting`instaited ih.1p Al building thermal envelops shall meet the,requirements of Sect(on N1101.3, III i 'I I { , ! T I It It 7jSJw y r R807 ATTIC ACCESS: WEATHERSTRIPED 3/4" m g801C PLYWOOD HATCH IN 22'X32" FRAMED OPENING r ' t " t a14Mertitreet,-, t�, 0 4i dn, 'V"' 1777 r ;h WITH DOUBLE CJ AND FRAMING HANGERS d3 d Irr r gefephnrt 'I, � P r 'I�a-BfaAl3 r� +„1 a�' DOUBLE ROOF RAFTERS WITH FRAMING HANGERS _ �J i� '� t �,ppg �', ��y -.,J'y, ,d :.,.. ,' «„ ,�� „a ° I AROUND OPENING FOR 30"X45" GLASS VENTING rci sKVLr r SKYLIGHT INSTALLED IN CONFORMANCE WITH t ,� oI MANUFACTURERS INSTALLATION INSTRUCTIONS, - " DETAILS AND SPECIFICATIONS. GLAZING TO s CONFORM TO REQUIREMENTS FOR HAZARDOUS o r, , yw, pppp�ti , LOCATIONS Y try fy i ' i a , '._ .� n of �'�: Br `'kl • se 'o- .d,t d ,4�✓�q , r�eVp"JE' M � urIt$ Iwmt t� Wi 34 M IR, F! 1 011 7 FIF ,117,Af� 77-W In 110, l4l ,q"Ag. w", yb' plirlp. tat#*& Oft VENTING TO BE IN CONFORMANCE I MT11", 12 WITH CHAPTER 31-VENTS 3" MIN. VENTS THRU ROOF d6UNI _KD 6 � �9 COMPLIANCE:00 LL- 1.5" MSxlr*um &km 4,36soc -2 1 125" 125" U, 42, Gross Gla'sin WC W, P1%B*bl 7 ing Than LAV T. LAV 2,' aI Th�" O�Oalr R-19 INSULATION LM Area or- �Cav �_Oorort or:Door. am� U Porr(rro6ltsor R40UeR-V_4IUe U-P 1, actor UA SHOWER Ceiling 11, Flat Ceiling. 1320 ' :100 r bli ' I . 87 1 5� TUB Z' 2" 0� Calling 2! CathedratrCelling 160 io�o 0;0 9 Skyligkt;IWd FrpIrn6,obi PA TUB-B A T SHOWER BATH Wahl, Woo' F'Frame; 16 oA 2415 1,�I.0 0,420 3 j -I —_ I I 1 0,6 - 17or 5 FIXTURE UNITS Window-1:Anderson,Low E �l 2 2 '0 340 89 5 FIXTURE UNITS - 4 BEDROOM CL BEDROOM )r 1: Anderson LO A� A� 40 0,346 14 7 Do( wE 60 12 5.1 Door 4 Solid-,partial glazing 85 0420, W � Floor 1: bod 'olshi 1.25" 1.5" 1440 19.p 0.0 2" 2" 4.5+- WC Boller 1: 02 AFj Ut j LAV WASHER 3 DW STANDPIPE COMP The proposed building ripres I anted In.this d I ocument is COMPLIANCE'STATEMENT;ER SINK R-13 INSULATION _T 2--7 SHOWER 2. 31. 2.p consistent with the building panS,r specificeI and other calculations submitted with this permit application7he,proposed systems have been designed to meet the New York State Energy Conservation Construction Co requirements, SHOWER BATH 46 - . - 1 1 KITCHEN i WASHER I 5 FIXTURE UNITS I I- __ __ j ARCHITECTS SF 3 FIXTURE UNITS 1 FIXTURE U _,AL, SIGNATURE AND DATE IN:TITILE BLOCK NITS FRESH :7 LIVING ROOM 3"WASTE AIR IN 4 ENERGY NOTES: CLEAN OUTS AS REQUIRED HOUSE TRAP Ceiling 1: Flat Ceiling R-19.0 cavity Insulation. Ventilation baffies, BY SECTION P3005.2 Ceiling 2: Cathedral Ceiling ,,R-19.0 cavity insulation'.'Ventilation 041 1/2" APPROVED COPPER 4" CAST IRON SLOPED TO I I I , iI , .� 11 SUPPLY LINES APPROVED SANITARY SYSTEM Wall 1; Wood Frame, 10"O,ci,R-113.0 cavity insulation RIM BOARD I-JOIST R-19 INSULATION Windows: U-tactor,0:340.1 Andersen.- Low E Glazing. BLOCKING PLUMBING RISER DIAGRAM Skylights: Wood Frame, Double Pone, LI-factorti,420, Door 1: Glass, U-factor. 0340Andersen,Dr. SCHEMATIC - NO SCALE Door2: Solid, Ul-factor. 0.220!'StA0VFbergIoss.Dr Floors: Floor 1:Wgod'JQII QVer'bohoondiltioned Spaoe,A-1 9.0 cavity insulation 9 OD HVAC Equipment Installed In conformance with Section 563, Boiler. 82 AFUE MIN, Air Leakage: 502:1.4Joints, and all other,such openings In the,building envelope that are sourc0#of air laksoo.1%st beg"i spilciflo' i 802A,42 Recessed lights must be Type,fd rated and.ipateIIWd4dthnd'p' 0netrsI ads ad or Basketed to preveorr(ill,lookailbinto"th"e" yn'.06016ondapeceiV $poor.Retarder to,be on the warfri-In-winief 40 of n 60rog -Vi6bid cojilniq,, Isvloor .1.,Op rmffox 11 1 I � I wal q 0 Materials Identifkattl6n;,Materials and equipment must be Identified sIp that'-compliance can be determined and r rrujib$'llhatisitood in rice withjhor—anaepturors installatioh instructionsandic�dde. Ducil" wilthigactiori lio risulaftOg conform SECTION A-A Fireplaces must be,installod'w1itrught Ilt nqh' wcomwaflblerfiraolaoaj 00 and rust be providedwlih oil 0i0urft0f00mbuatl0nrWr4 as1eqw1red,by the building code Service Water Heating'-to,be Installed In conformance with Section 504. Insulate III circulating hot watarppes400 the levels in Table 1. Hosting and,Q061ing Piping Insulation to conform with Section$01 ROOF RAFTERS To RAFTERS AT RIDGE RIDGE CAP SHINGLES ON TYPICAL CONSTRUCTION ASSEMBLIES CONTINUOUS RIDGE VENT OUTLOOK/FLYING GABLES IF PROVIDED: 4-8d COMMON NAILS IN EACH 2X10 RIDGE BOARD ROOF CONSTRUCTION. NAIL ROOF SHEATHING WITH BID NAILS 4" O.C. END OF 1-1/4"X20 Ga. STRAP 16" TO 4'-0" FROM GABLE END. USE HT7/RT7 0 C OR 2X4 COLLAR TIES IN SHINGLES: 6 NAILS PER SHINGLE, ASPHALT ROOFING INSTALLATION IN HOLDOWN AT 2X6 LADDER FRAMING 16" D.C. CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE - D.C. UPPER 1/3 OF ROOF 16P WITH APPROVED UNDERLAYMENT, FLASHINGS, ACCESORIES BALLOON FRAME ALL GABLE END WALLS SHEATHING: 7/16P'APA RATED PLYWOOD, Bd NAILS AS PER NAILING SCHEDULE. OR BLOCK/BRACE GABLE ENDS TO 10- INTO_ ------- ALLUMINUM GUTTER AND LEADERS ON 2X6P' FASCIA BOARDS STUDS CEILING DIAPHRAM OR PORCH GIRDER 3"MIN LAP WITH CONTINUOUS VENTED SOFFITS 4-8d COMMON NAILS IN EACH Ci WALL CONSTRUCTION: END OF 1-1/4" X20 Ga. STRAP - OR USP RT10 OR SIMPSON LTS16 RRI VINYL SIDING ON TYVEK WITH -NAILS PER MANUFACTURER. FRAMING JOINT/WINDOWIDOORTAPE ON 7/16"ARA RATED STRUCTURAL SHEATHING ON STUDS 16" O.C. SIDING TO BE INSTALLED IN CONFORMANCE WITH R704,5 CONNECT RAFTER TO PLATES ANCHORSTO LEDGERS 3" MIN. LAP WALUCEILING BOARD: 1/2" MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKLE, AND PLATES TO STUDS WHERE NOT ALIGINED RIM BOARD STUDS TO STUDS iu ROOF TO HEADER HOLDOWNS 16"O.C. SOLID AT SECOND FLOOR] t BLOCKING 4-13d COMMON NAILS IN EACH PB4 HEADER TO COLUMN CAP o END OF 1-1/4"X 20 Ga. STRAP, FJ GUARDS AND APPROVED HANDRAILS- SEE PLAN NOTES SIMILAR AT GABLE END WALL PPT DECK/GIRDER/FOUNDATION. SEE PLAN NOTES fD COLUMN BOLTED THRU DECK JOIST 3W T&G PLYWOOD ez WINDOW/DOOR HEADER STRAP SUBFLOOR, GLUE ,2X4 HOEDOWN CLEAT 16"O.C. EACH JACK STUD: 1-114" X 20 GA STUDS TO BAND JOIST AND NAIL STRAP WITH (4) 8d NAILS EACH END AND FOUNDATION I NL a Boo BOLTED CONNECTION - SEE PLAN NOTES AND USP MP4F OR SIMPSON LTP4 4-8d COMMON NAILS IN EACH END OF RIM BOARD 6-Min SOLID -.COLUMN BASE/HOLDOWN: SIMPSON PB4 PLATE AT SILL TO BAND JOIST. 1-1/4"X 20 Ga. STRAP 16" O.C., WRAP BLOCKING TO 1/2"ANCHOR BOLT UNDER SILL OR USE USP MP4F OR BOLTED O.C. 6 SIMPSON LTP4 PLATE 32" C. FJ SILL CONSTRUCTION: 2X6 PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEAL jr ON TERMITE SHIELD ANCHOR BOLTS AND HOLDOWNS PER FOUNDATION PLAN. er 5/8"ANCHOR BOLTS 48" D.C. WITH 3"X3" SLOTED SQUARE WASHERS - "Alm" POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS, KEYED FOOTINGS BEARING ON UNDISTURBED SOIL, SEE FOUNDATION PLAN FOR WALUFOOTING % ui- USP/SIMPSON LBPS 518" gil',I,it 04r SIZES AND REBAR/ANCHOR BOLT INFORMATION Telophotnyiiit8 N STRAPING TO BE GALVANIZED ASTM GRADE 33 MIN. 5 DAMPROOFING OR WATERPROOFING AS REQUIRED BY R406. Arr DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS. CAL UPLIFT C0NNECTIbjq_S] 1, fi"l L , ITYRI 4" P.C. SLAB. OPTIONAL VAPOR RETARDER ON COMPACTED SAND TYPICAL CONSTRUCTION SECTION 1 74 l� �� SCALE: 3/4"=V-0 wY. it & "A j illy, 'W4 Wz' A� F1. ji mq ri- pl'� 11—IN -T g L k Yam - Applicant/ Date. Owners Name:. a 'Reviewed: t Architect/ �l.� Date Cngi(teer: i Submitted: 11L.",3 h, SCTM C District: 1,000 Section: Block: Lot: 3 Project Subdivision Location: —J1 - — Name: r Single& separate Required cemrjcation: o 1. Req Rcy V Lnuing 21 Actual: ;6' (Lot coverage scd I Req, �Q / tteq. fy—r Req. - (Frons Yard I�Proposed: /��' (Side Yard 3 Proposed: I (Rear Yard�_ Proposed _�I Project I)eseription: 4d(INIf ,f �,��„ CJ A AGFNOU Permit RFQi►iRlin FOR REVIEW N.A. NO YM Number `� Suffolk County Health Dept. _ T Now York State. D. E.C. _� Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: � t t