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Home My WebLink About37180-Z of lK Town of Southold Annex 6/10/2013 P.O.Box 1179 cm� 54375 Main Road co x o T 4 I Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36289 Date: 6/10/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 550 Stirling Woods Ln,'Southold, SCTM#: 473889 Sec/Block/Lot: 88.-2-15.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/17/2012 pursuant to which Building Permit No. 37180 dated 5/1/2012 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_ Living Room, Dining Room,Kitchen, Pantry,Foyer, 4 Bedrooms, 3 Baths, Walk-in Closets, Covered Porch, Loft, Wood Stove, Unfinished Basement, Cellar Entrance. The certificate is issued to Sterling Harbor Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0009 10/31/12 ELECTRICAL CERTIFICATE NO. 37180 11/14/12 PLUMBERS CERTIFICATION DATED 2/11/13 §outhold Plumbiqg&Heating u orized Signature Q�guFFDI,��a4 Town of Southold Annex 6/10/2013 y� P.O.Box 1179 54375 Main Road co o �rr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36290 Date: 6/10/2013 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 550 Stirling Woods Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 88.-2-15.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/17/2012 pursuant to which Building Permit No. 37180 dated 5/1/2012 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: in ground swimming pool with fence to code as applied for. The certificate is issued to Sterling Harbor Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37180 11/14/12 PLUMBERS CERTIFICATION DATED Autho ' i ture FFO Town of Southold Annex 6/10/2013 gUFFOl,fcoG� P.O.Box 1179 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36291 Date: 6/10/2013 THIS CERTIFIES that the building ACCESSORY Location of Property: 550 Stirling Woods Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 88,245.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/17/2012 pursuant to which Building Permit No. 37180 dated 5/1/2012 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 cabana as applied for. The certificate is issued to Sterling Harbor Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A o ' ed Signature 4�S 1/(cp TOWN OF SOUTHOLD Gym BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� • 4�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37180 Date: 5/1/2012 Permission is hereby granted to: Sterling Harbor Inc PO BOX 783 Mattituck, NY 11952 To: Construction of a New Single Family Dwelling and Accessory Structures; Living Room, Dining Room, Kitchen, Pantry, Foyer, 4 Bedrooms, 3 Baths, Walk-in Closets, Covered Porch, Loft, Wood Stove, Unfinished Basement, Cellar Entrance, and 20' X 40' Inground Pool, and Cabana, as applied for. At premises located at: 550 Stirling Woods Ln, Southold SCTM # 473889 Sec/Block/Lot# 88.-2-15.5 Pursuant to application dated 4/17/2012 and approved by the Building Inspector. To expire on 10/31/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,933.60 Total: $2,983.60 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9.form). 3. Approval 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. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey,of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C_ Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50,00, Businesses$50.00. 2_ Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Nrjet Hamlet Owner or Owners of Property: Q L� � 64( � Suffolk County Tax Map No 1000,Section %5k—QgQ, —Block_. Lot J —, Subdivision �� rl�.n� �n Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: eck one) Fee Submitted: $ Applica t Si nature pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roper.richert( -town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF.SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sterling Harbor Inc Address: 550 Sterling Woods Rd City: Southold St: NY Zip: 11971 Building Permit#: 37180 Section: $$ Block: 2 Lot: 15.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Pro Electric License No: 33703-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat oil Duplec Recpt 55 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 9 Smoke Detectors 4. Main Panel 2-20 A/C Condenser 2 Single Recpt 2 Recessed Fixtures 73 CO Detectors 2 Sub Panel 1 A/C Blower 2 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-20 Switches 44 Twist Lock Exit Fixtures TVSS H ' Other Equipment: 400a underground service, 3-exhaust fans, 10-ARC fault circuit breakers 1-wirlpool bath Notes: Inspector Signature: Date: Nov 14 2012 81-Cert Electrical Compliance Form.xls o�*pF SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a roper.riche rtCab-town.southo Id.ny.us Southold,NY 11971-0959 ;4*3 �y�OUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sterling Harbor Inc Address: 550 Stirling Woods La City: Southold St: NY Zip: 11971 Building Permit#: 37180 Section: 88 Block: ..2 Lot: 15.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: LC Electrical Contracting License No: 38043-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 1 Twist Lock Exit Fixtures 11 TVSS Other Equipment: in ground swimming pool, to include, bonding, 1-pool light, 2-GFCI circuit breakers Notes: Inspector Signature: 7Date: Aug 14 2012 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: Building Permit No. ( C) Owner: (Please print) Plumber: UYY) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this�� day of 20-L3 _ CAROL HYDELL NOTARY PUBLIC-STATE OF NEW YORK NO.01 HY6189695 QUALIFIED IN SUFFOLK.COUNTYi r Notary Public, County COMMISSION EXPIRES 06130120 1 SOpryo`o co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [o ] ELECTRICAL (FINAL) REMARKS: r rrl r ' DATE' -INSPECTOR ` i QF S0(/TyOIO . 21PO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. ] FOUNDATION' 1 ST [ ] ROUGH PLBG. FOUNDATION [ ] INSULATION W [ RAMING TAPPING [ ] FINAL ] FIREPLACE.A C Y [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM J,/A)' s D,, C5 ' DATE INSPECTOR pF SO(/Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q� 2/ DATE. INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ OUNDATION 1ST [ ] ROUGH PLBG. ] FO DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ erFIffERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -� 0 DATE INSPECTOR �atf SOpT�o 37 / Y' # # TOWN OF. SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION t>�FOUNDATION -1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE "�f� IN P S ECTOR Of SO(/T�olo �! g ® • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ..,'-- I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� `y J°� INSPECTOR /vee OF SO(/l�olo � OWN �y�OUNiY,� J ° T All N OF SOUTHOLD BUILDING DEPT. 765-1802 Q � INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE v INSPECTOR ` TOWN OF SOUTHOLD BUILDING-DEPT.. 765-1802 INSPECTION . . [. ] FOUNDATION 1 ST [ ] ROUGH.PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE 44 INSPECTOR OF SO(/T�o� • ao c0UMY,Nct� TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO STRUCTION-[111ELECTRICAL STANT PENETRATION [ ] ELECTRICAL OUGH) [ INAL) REMARKS G DATE INSPECTOR G `% N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I OL ' [ ] FRAMING /STRAPPING [ FINFIREPLACE & CHIMNEY [ ] FIRNSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR r pF SOpT6,olo .�-. C:pD .OWN OF SOUTHOLD BUILDING U LDING DEPT. 765-1802 INSPECTION . . . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL(FINAL) REMARKS: DATE y INSPECTOR " i UN1'1,�� TOWN OF SOUTHOLD BUILD N DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC_ L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS.-( � DATE /� INSPECTOR y News J,l N Ila J<L A RAF---- ADDITIONAL • I 1 • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �-j� g ® Survey SoutholdTown.NorthFork.net PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved �� 20 Mail to: Phone: Expiration i 0 � � ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date /� , 20 / 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 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. (Signatu e of applicant or name,if a corporation) 3,7c�" - (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 land 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: House Number Street Hamlet County Tax Map No. 1000 Section 9 � Block bQj Lot �� Subdivision Filed Map No. Lot ' 2. State existing use and occupancy of premises a d intended use and occupancy of proposed construction: a. Existing use and occupancy J�YC b. Intended use and occupancy 1, 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 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: 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 a Phone No.(1 14. Names of Owner of premises � �1 <.S'Address � �� , /! �ve Name of Architect Address Phone No &3/ T aig�3, Name of Contractor z> Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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 NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the Notary No lic of U6185050 State of w York (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2p1 i 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 t before me this 1% day of 201)- Notary Public Signature o Applicant Town Hal!Amex J�f Telephone(631)765-1802 54375 Main Road (631)7fQ5� P.O.Box 1176 roger.riche #�own.so o a ny us Southold,NY 11971-0959ly�. � !. BUQAING DEPARTMENT ,1 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. P1S O C Date: u Company Name: \11 Q, ky Name: ��O rl�� License No.: �O p l� ddress: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: t *Address: S"5 *Cross Street: IQ , *Phone No.: (- 9S 2 _ s Permit No.: - "Yt O Tax-Map District: 1000 Section:—_!2 R. Block: _ Lot: I ` *BRIEF DESCRIPTION OF WORK(Please Print Clearly) d+n 5 \,(Q G b\C�-, os �Vlease Circle All That Apply) Is job ready for inspection: (a/ NO ough in Final *Do-you need a Temp Certificate: YES! NO Temp Infnrmatlon Qf.needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other 41New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 824Request for Inspection Form c 1" 'np �(7 y . Sol 7) Town Hall Annex Telephone(631)765-1802 54375 Main Road N G m�ax(631)765- 5t� P.O.Box 1179 roger.richert(Ntown.soutgo ny US Southold,NY 11971-0959 BUILDING DEFARTIyfE r TOWN OF SOLYMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:, Date: Company Name: ZG l ups� .V\ Name: License No.: g 403 r�-E Address: a C b Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: _55 � l� •� �� C,J oc,2 CL fl *Cross'Street: rn b , *Phone No.: Permit No.:' o Tax-Map District: 1000 Section:.g Block: Lot: I S *BRIEF DESCRIPTION OF WORK (Please Print Clearly) {Please Circle.AN That Apply) *Is job ready for inspection: YES / O Rough In .Final *Do-you need a Temp Certificate: YES O Tem,p Information (If-needed) *Service Size: 1 Phase .3Phase 100 150 200 300 350 400 Other *New Service: Re-connect- Underground eV Met �� c� ti U� . rvice Overhead Additional Information: PA APP I ION . - 2 2012 \� JUL BLDG.DEV1. 82=Request for Inspection Form TOWN OF SOUTHOLD �1 V t✓ - .•, Town of Southold - Chapter 236 - Stormwater Management SWPPP - S,ol��(,• torm Water Pollution Prevention Pain Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Own! .Agent-Consultant ontractor Other(Circle One) Property OWNER:(If Different than Applicant) e A s: LL Address: c�C Telep one Fax#: A49POWTelephone#: Fax#: 'a• 5 7� E-Mail: E-Mail: r t^Oyu' Property address: Brief Description of Construction Activity,Proposed Structural BMPs,Soil S Stabalization BMPs Project d/ Sequence S.C.T.M.#: t000 161 ro ect di an or N of Construction Activity Distrld ction Block Lot (Provide Scope Additional Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: _ _ ,/^��1/ Address: -- Telephone#: Fax#: -----------------------------------'--------- E-Mail: -----------------------------------_---_---- .- Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice: ------------------------------_---____.--... 0 & ----------------.--------------- ----....-__.._.._. Address: ---- Telephone#: Fax#: -------____.__-_- ---------------------------------------------- E-Mail: z ------�-------------------------------------- Total Area of All Total Area of Land Clearing J 7 ---------------------_-----_-�-- ..---__-_..-___-� Project Parcels: and/or Ground Disturbance: r3 (S.F. A—) _..__..,..._____..._..._..___._._..,____,...._----- . Project Duration: Start End ----------------------------------- (Anticipated) Date: Date: _ - (Number of Calendar Days) -...._.»......._..._..._____.-.»....—.».._.__,.._..._...._..,..._......__..., l ......._--.....------......----------------I-------- ---- Will this Project Disturbe five(5)or More Acres at Any One Time During the Proposed Development? Yes o -----------------------------__--__---___-._-_- If YES:Please Answer theFollowingl a. Does the Applicant have a Qualified Inspector Onel Staff To Conduct the Required Inspections? Ppe, NNoo I b. Does the SWPPP Indicate How Frequently the Site Q List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? _ySS No c. Does the SWPPP Adequately Identify All Temporary Q ----- and/or Permanent Soil Stabalization Measures? No -- - - "---------------------- d. Does the SWPPP Adequately Identify a Complete '---y - ------------------------------- Project Phasing Plan? NO Status of Impacted Waterbody:leg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? $es No --- Ji ` / - /i�- y � I f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review 0 j by the Town of Southold? es No ------- - _ ---------------------- STATE OF NEW YOM CONNIE D.MUNCH COUNTY OF...........................................SS Notary Public,State of NOW York No.01 BU6185050 That I..............................d.ivid. l-sl-g......................................being duly sworn,deposes an6d f'� /� 1 e ' }"fbf'' fordPernut, ; (Name of individual signing Document) And that he/she is the ......................................... .. ... (Owner.Contractor,Agent.Corporate Officer.etc.) ...... Owner and/or representative of the 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 Wth Sworn to before me this; ` , l I ...... l ....................day,of... ....to........ ,20.�d— Notary Public: ......-'iJ� IMP......... ... . : ..... ham... .. ...... .. .iplicant) .. .............ature o(' SWPPP Assessment FORM: 03-12 B. P. # 3 7 / $ 0 1� BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted. P7'^ Ia Date Reviewed. Applicant: �C Owner: Architecd ��ZF�� Estimated Cost: SCTM# 1000 — gg — 02 Subdivision: Zone: Conforming? Property Address: SSO /I City: Pre COs? Building Permits (Open/Expired): BP -Z/GO Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y or N Determination: RQiV-o,F.F: REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. A070 ACT: Lot'Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear ' PROP. Rear REQ. Height. 35"/ ACT. Height R E O. BOTH SIDES A C T Pro�Dper�iYon: Y % ' � M P 40.3 Wd-k—�,cLa cn W o' Waterfront? Y or N? ezQ If yes, water body: Panel# {l Zone: B:ulkhead/Bluff Di tancee Zd ADDITIONAL APPROVALS REQUIRED QLA N S�� SIGNED, SE�ILED SyRVtY oR SITE PLAN Suffolk County Health( or N - If yes, *Bed#: *Dater /d-d P-*Permit#: K)o--job=a oo9 Town SepticON - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRF-DEC 9�1�7s9iii�s Y or N - Date: / /_ Permit#: or NJ Letter— Notes: Southold Trustees: Y or N - Date: / / Permit#: or NJ Letter—Notes: Southold ZBA: Y or N - Date: 1 / Permit h: —Notes: Southold Planning: Y or N- Date: '/ / Permit#: —Notes: Town Landmark C of A: Y or N DTE: / /_ *NYS CODE-Compliance(page 2): Y or N CONTrT,aR LICE S�E A15.4 ILIT L11tBI1.1Ty -WoiCklveNS COMP NS. 10,41 / Q r l Fee Structure: Calculation: ,, Foundation: 1-5- SF Sg I S X $ 7 0'=$ 3 00 First Floor: d-owl $ $ SF 5 $ I S' + Initial Fee: $ 6-0 O � 00 Second Floor: I Lf I ;- SF Additional Fee Other:CA60A - SF ij SF X $ , 1�0 =$f�� S 7 . 6 0 Total: SF �1)e +Initial Fee: $ 0 O � 0 O +Additional Fee Pool ): $ 9-5-0 . 0,0 4. t� —C �.� —+ C of o FEE) �D, O0 X 3 * AS BUILT FEE _ e TOTAL: $ 1 33,�o NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC-DESIGN CRITERIA: •Ground Snow Load:20 Wind Speed; 120MPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES..AND GRADE: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREKENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N '\TENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N _. LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN .ENERGY CALCS:jq/N (RESCHECK) ael o TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) J In MO. BOM 87 Sol- om April 16, 2012 Town of Southold Building Dept Town Hall Southold,New York Re: Tax map number 1000-88-02-15.5 550 Sterling Harbor Lane, Southold N.Y. Attached you will find the following: 1. Completed Building Permit Application 2. Completed erosion, sedimentation& storm water run-o assess e t _ form. 3. Application for certificate of occupancy signed. 4. Check signed 5. Four sets of building plans. 6. Compliance certificate 7. Binder Pools cross section for pool construction. -� 8. One property survey, with proposed improvement locations. 9. One Suffolk County Dept of Health stamped survey approving the installation of septic system. 10. Town of Southold Septic Tank permit. Please approve for a building permit. S' c rely, Joseph Read rh n 8,, r In �V1LO11.O1J.O �l/i/J� /OtiiJNC7 �U lS�7 April 24, 2012 Town of Southold Building Dept Town Hall Southold,New York Re: Tax map number 1000-88-02-15.5 550 Sterling Harbor Lane, Southold N.Y. SWPP ATTACHMENT: Existing site: Cleared agricultural land. There are no wetlands or bodies of water on or around this site. 1. Proposed improvements: 1. Single family dwelling a. 63ft x 39ft 2,457 sq/ft 2. In ground swimming pool a. 20ft x 40 ft 800 sq/ft 3. Pool house a. 8ft x 10ft 80 sq/ft Total sq/ft for improvements 3,337 sq/ft 2. Schedule of sequence: 1. Strip topsoil off areas of improvement. a. Store on site & stabilized. Topsoil to be within 20ft of excavated area eliminating any possibility of runoff to other properties, see site map. 2. Install sand and mulch base to driveway to be maintained during the course of construction until final surface is installed. 3. Excavate for improvements: a. Dig foundation area as needed to install foundation to dwelling. Upon curing of foundation return excavated material around walls. Soil to be within 20ft of excavated area eliminating any possibility of runoff to other properties, see site map. b. Install septic system and runoff wells as detailed on site map. c. Upon completion of exterior roof, gutters and leaders are to be installed and attached to pre-installed wells. Area disturbed by construction to be raked and seeded as needed to stabilized soil 4. Interior finishes to improvements to commence. 3. The owners of the property have years of extensive knowledge in excavation, drainage, landscaping, construction and maintenance, and will be responsible for the site. 1 s N/O/F NOR T 63oS320Y E y SA YV/Eyy o(0°°' ASsoCiA T� 2 61S 42• Q.s OPEN SPA c N � E CONSERVA io T/ON EASEM C h' z OT 5 ENT AREA ti c� - ^v o � Z o^; Co (3Cli J O Z S �3y0�4' N Z� a ki �� low Ex1.9 W: 6' ow .h ( ^. �^�. '265p. bg 2 MEx O Q . +`� a 001 4z -k o AD � ? o --_ �/ o°' �82 opt / •O Q �o Cj PROP SEPTIC SYSTEM / f �5�, . R � �LJ v'\ ,�` 1 - 1000 GAL. PRECAST SEPTIC N, 6�.� .0 pis+ RHO,. zi 6s • �� ip00� /� �" �� /� i`ANK 0 O �� 2 3 . ? I LEACHING POOL. $=w x 12 LAR /SOp• L¢ Pse702• :��JO V° SWDEE�3ABOVE GROUNDLWATE �u vA��T 4 / O-Q WATER Z t NO WELLS WITHIN 150' OF SEPTIC SYSTEM CO • O RAIN RUNOFF CALCULATIONS 30 s 1 � HSE. 3068 sq.ft. a� 3068 x 0.17 x I = 522 cu.ft. 522142.2 = 12.4 VF. PROVIDE 3 DRYWELLS 8'0 x 4.5' DEEP or equal COD R BA YV - P HE SERVICES R VE I F SAD /��d�POLK COUNT Y DEPAti.TMENT O S� 7/70 PROPERTY b pER-aUT FOR,APPROVAL OP CON�RUCTION r0�A, SIN,Gmzv kYELT IRESIDENCEONLY AT BAYVIEW r+ , �AA�C `lr ® HS F.1V�D. ( .'L-tom©9 TOWN ® ®U�Tl�'OLD - _ _ MI,h I, iiPPR �V��L� l ��r� 1 �� N. Y. `AREA = 9. 311R)WAX i'�,UM OF BEID.ROOMS 1000 — 88 — 02 - 15.5 `ff v;rPIRES THREE YEARS FR ONIT DATE, OF APPROVAL � Scale: 1" = 100 r T e /ocallons of we Os. and..cessio Feb. 1� ®'® shown hereon are from lle/d observatlans and or from data obtalaed from others. OCT. 26 HEALTH DEPT. INFO) - �--�.� Ther s a ,',Msa l calkas and or etlstence FEB. 29 2012 (REVISIONS) Is not guaranteed. / am Iamlllar with the STANDARDS FOR APPROVAL ! r a` AND CONSTRUCTION OF SUBSURFACE SEWAGE ems ' FLOOD ZONE, X ! DISPOSAL 'SYSTEMS FOR SINGLE FAMILY RESIDENCES and w111 ablde by the condltlons set forth Ihereln and on the permll to construct. LOT NUMBERS ARE REFERENCED TO 'FINAL PLAT STANDARD SUBDIVISION 1 — 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION FOR STERLING HARBOR INC. CONICS YOBS, P.C. IPE EXCEPT AS PERER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS OF SECTION THE NEW PORK STATE EDUCATION LAW. ELEVATIONS ARE REFERENCED TO AN (631) 765 - 5020 FAX (631) 765 - 1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY ASSUMED DATUM P. 0. BOX 909 IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE 1230 TRAVELER STREET SURVEYOR WHOSE SIGNATURE APPEARS HEREOF A. a MONUMENT. SOUTHOLD, N.Y. 11971 0 2-14 2 i Nip/F Np`478 SA 20. YV ASSpCj ryA: A TES 2 s�S,42• Az,a NOPEN Sf'AcE — , 2cv CpNS'RVA 'ASFii,I m v ti CpT s T AREA o Q o (u^� �p a� OQ Z � J WQ�o � Ser 05 -k sn `370,3y. .0 Q. (� \ Et is c 4j� ^� W 25 EZ i4 i 41 ^� h \ o V. Cj c;`iCe (4 BEDROOMS). Q� •9b ; , l:� ,^� ��'t,•., fIC STEM / I -1000 GAL. PRECAST SEPTIC N, 63•� Ez'9 Ft-50 ¢a S S•4S' s3•�O Ez �' a- �rt.� TANK- , �SO�00 w L0�,2 .30. !f; O y, �O�o JZ I - LEACHING POOL 9'0 x 12, P6BO J� p DEEP W17'H 3' SAND COLLAR 4 7•2/ @-�O� WATERABOVE GROUND WATE v �J SOSTEL S WITHIN 150 OF SEPTIC CO i RAIN RUNOFF CALCULATIONS pj HOUSE - 2457 sq. It. BARN 912 sq.11. 3369 x I x 0:17 - 573 cu.11. PROVIDE 3 DWs 8'0 x 5' DEEP OR EOUAL Z NO q POOL HOUSE 140 sq.t. PROVIDE I DW 8'0 8 cDEEP - POOL HSE 8 POOL.Dl54 CO) -VMA1, 11 cctB0 , DWRpA 40. SURVEY OF PROPERTY A T BA MEW 010HIqOS d0 NMOI TOWN OF SOLI THOLD '100 '9018 � SURF®L �LW T Y, AREA = 9.2311 Acres Z[OZ 0 1 �ldW 1000 - 88 - 02 5.5 Scale: 1" ® 100" The /oereons of fwellsrom and cesspools Feb. 19 2010 shown hereon are from held observallons I and or from data oblalned from others. OCT. 26 HEALTH DEPT. INFO) Therefore their locallons and or emistence . FEB. 29, 11012 (REVISIONS) Is not guaranteed. - : 9 MARCH 5, 2012 (PROP HSE 8 IMP N . MARCH 28 2012 (PROP: FISE B ! 1Ek( APRIL 10, M2 (revisions) MAY 10, 2012 (foundation Iocatlo ;*° s�f ~`k)- I am /amillar wilh the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE FLOOD ZONE, X DISPOSAL'SYSTEMS FOR SINGLE FAMILY RESIDENCES'~ and wll/ abide by the condll/ons set forth /hereln and on the —:-_, permit to construct. LOT NUMBERS ARE REFERENCED TO E �+4u-b FINAL PLAT STANDARD SUBDIVISION a&k � tIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION FOR STERLING HARBOR INC. "I-,,-- --- i OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PLCONIC StOttYORS, P.C. EXCEPT AS PER $ECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS ELEVATIONS ARE REFERENCED TO AN (631) 765 - 5020 FAX (631) 765 - 1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY ASSUMED DATUM P. 0. BOX 909 IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE 1230 TRAVELER STREET I-)SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ®- a MONUMENT. SOUTHOLD, N.Y. 11971 0 2-14 2 1 SCDHS Ref.# RIO-12-0009 ., -��_ ` a� N CJOV �� ( f Q s /O/p AlORT o o o s3.5320o H SA y �� cD A o Cf � 'c CIA op q'.7 OPEN k N '3PA ce RVA T,(ON EA ' ry OT S RFA CIA C, 10 -j pCOS N. 69. 2650, w ko 'T4 P50 0 O, + ✓� wj w /. fib. N � .3 t p'oj 7 ;5 PROP SEPTIC SYSTEM (4 BEDROOMS) ' A( q 0' Q' S 51p 63.r �;4 1 - 00 GAL. PRECAST SEPTIC 63.r0, i9 R,5 2 6S g• A O 00- q �' ��Q �j TANK rs 00.00. 4: L'�0�� 30 �' 26e �J Z 4� 1 DEEP WI SH 3'— LEACHING SAND000LLAR q 4 yQ G (SW) 3' ABOVE GROUND WATE VAOT 4 / 4�� WATER NO SOSWEM S WITHIN 150' OF SEPTIC CO OO i °Eck pA ryo. RAIN RUNOFF CALCULATIONS of �IYT HOUSE - 2457 sq. 1t. BARN 912 sq.ft. 0 �` 1, '3369 x I = 0.17 - 573 cu.11. •5731422 = 14•VF ' PROVIDE 3 DWs 8'0 X 5' DEEP OR EOUAL r' C CC s1 B, POOL HOUSE 140 sq.l. yGUs�!rR PROVIDE l DIW 8'0 8 cDEEP - POOL HSE 8 �N wAT01 vt b POOL DW i 1ST CO 1 M,q/ s�q[ f. J �� cP ' RJ4 "T SURVEY OF ®= DW SEPTIC MEASL t MAR ENTS 'B' PROPER T Y ST 26,5' 33' A T BA YVIEW LP 38' 30.5 TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. AREA = 9.2311 Acres -1000 — 8 — 02 -_15.5 Scale: 1" - 100' The locallons o wells and cess'ools shown hereon ar from held observal/ona Feb. '19 2010 and or from dolaj obtalned from others. OCT. 26 MALTH.DEPT.. INFO) Therefore their locations and or existence FEB. 29, k012 (REVISIONS) Is not guaranteed. L'lARCH 5, 2012 (PR.OpP_�HSE 8 IMPROVEM S) MARCH 0%0122(re�vlslonslH�� IAIPROV �$E�E�Y,u MAY 10 P012 Uoundcuon Ioca/1ow I am familiar with the STANDARDS FOR APPROVAL SEPT. �6, 2012 (a au —1. AND CONSTRUCTION OF SUBSURFACE SEWAGE FLOOD ZONE# X DISPOSAL'SYSTEMS FOR SINGLE FAMILY RESIDENCESti and w111 abide :hy the conditions set forth lhereln and on the permit to construct. ' ' = I LOT NUMBERS ARE REFERENCED TO t FINAL PLAT STANDARD SUBDIVISION N 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY 1S A VIOLATION FOR STERLING HARBOR INC. �� „R j OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 12tCONIC S)J YORS, P.C.--- EXCEPT AS PER $ECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS ELEVATIONS ARE REFERENCED TO AN (631) 765 - 5020 FAX (631) 765 - 1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY ASSUMED DATUM P. 0. BOX 909 IF SAID MAP OR`COPIES BEAR THE IMPRESSED SEAL OF THE 1230 TRAVELER STREET SURVEYOR WHOE SIGNATURE APPEARS HEREON. /. ow MONUMENT SOUTHOLD, N.Y. 11971 0 2-14 2 1 - I Silt Fenl • , .�.. ,.._�•. _ SBD , q.. Straw Bale Dike Description I ' A temporary barrier of geotextile fabric 'filter cloth)used to intercept sediinent.laden runoff Description from small drainage areas with disturbed soil. A temporarybarrier of straw or.similar matepal CAUTION: - used to intercept.sediment laden flow from small areas.preve4ting the sediment from leaving the . DO NOT install sediment fence across is site. intermittent or permanent streams,channels,or any location where concentrated-flow is CAUTION: anticipated. DO NOT install straw bales across intermittent Installation Details or permanent streams,channels,or any location where:conccntrated flow is anticipated. 1.Locate.the silt fence at least 10 feet from the toe of steep slopes and nearly level •Installation.Details throughout its length.'' 1.Bales shall be placed at the toe of a slope or.. , 2.Dig a trench approximately 6 inches deep and on'the c60tour,and in a row with ends tightly ' 4 inches wide,or a V-trench,in the line of the abutting the adjacent bales. fence. 2.Each balejshall be embedded in the soil a 3.Drive posts securely at least 16,inehes into the minimumio;f(4)inches;and placed so the. ground on the.downslo' side of the trench, string or were is horizontal. Space posts A maximum of 10 feet apart if fence is supported by wire;6 feet if extra 3.$ales sha);I be.securely anchored in place by . either two stakes or re-bars driven through the ' PLAN F PROPERTY . strength fabric.is used without suovort wire. . bale.The first stake in each bale shall be Adjust spacing to place posts at low points A T driven towards the previously,laid bale at an along the fenceline. _ angle to force the bales together.Stakes shall ' : BA Y-V I E W 4.Fasten support wire fenceto upslope'side of be driven lush with the top of the bale: posts,.extending 6 inches into the trench, T O W N OF .S O U T HOL D attach continuous length of fabric to upslope . Maintenance side'of fence posts.Avoid joinis,l particularly . Inspect straw bale dikes periodically and tiSUFFOL K COUNTY, N. 1 v . at low points in the fence line.Where joints' after eadh rainfall event, f are necessary,fasten fabric securely to 1'000 - '88 -. 02. 15.5 support posts and overlap to the 'next post: . Replace broken or defective balespromptly.. 5.Place the fabric in the trench so thebottom . Remove;built up sediment deposits SC OI6 I' 1.�� = 60' folds across the bottom of the trench:Place y capacity 'April 2 6, 2012 , immediatel to thaintain ca aci for the backfill in the trench over the fabric to the next rainfall event. ' groundline and compact with a power tamper. Maintenance I Orice the contributing area is stabilized, remove All imaterials and grade and stabilize • Inspect sediment fences periodically and the areain accordance with the.vegetative after each rainfall-event, "_ Ulan. • Should fabric tear,decompose,or in any STRAW! SALE i DIKE DETAILS way-become ineffective,replace it immediately. - • Remove sediment deposits promptly to ow provide adequate storage volume for the next rain and reduce pressure on fence: / -�� I- VZnTICIAL Take care to avoid undermi6ing fence st_aPe; FACE during.cleanout. • Remove all fencing materials and unstable DIE D D I N G' DETAIL,' sediment deposits after the contributing drainage area has been properly stabilized, inspected,and approved.Grade and ! ANGLE FIRST STAKC TOWARD stabilize the:disturbed area as-shRwn in the, PREVIOUSLY .LASO MALL vegetation p1an. FLOW �r 1 SILT FENCE DETALL:S VOV•EN VIBE FE(ICE 76• MIN. fCMCE foSTC, MV.V/ f oRIVEN MIN. 16- INTd .� (MIN, 1, 1/2CAUCE OROUNO ^� pOUNO MALES MAX. 0• MESH SPACING 1. .\., tier r "CEO•aN CONT.Clum 1S• MAX. C. To C. '2 MIL—MARS, STEEL PICKETS OR .2.'x2' 6TAKCS' 1 1/2, •TO 2' •'•' FF IN GROUND, CgIV9 2TAKE9 .• '*, •• ;�� , F I4H WITH MALLS. - +V ANCH©F21ING 'DETAIL r/C, NOT {TO SCALE . PERSPECTIVE VIEW I oEjssGN LIFE 3 MONTHS VOVCN v1RE fENCC .26• HIM. FENCE POST SITE .SEOM NT SLOPE LCNOTM CATS 'INSTALL EO' (MIN. 11 3/2 CAUSE. MAX. S' MESH SPACING) ' 20! MIN. tL1pE�� iMTOIMO.LIME j. Y `q�Q t'I V t ® . DATE INSPECT,EO Cr C0% FM![O FILTER CLOTH - Q�S\\ �Pl� MIN, ••jMTO'CMOUNO V- 16• MIN. MAXIMUM PMAIMA.CC AREA rS 1/2 ACRE FER 10S FEET. d ' yA, 4ga'i� LO LOCATION SLOPE LENGTH l ;" C..NO. 49018 ECONIC VEYORS, P.C. 16311 765 - 5020 .FX f631) 765 - !797 D4TE INSPECTED BY TT P.O. eox .909 02-142 S 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 2 o f 2 i Silt Fonc seo Straw Bale Dike •.i I Description A temporary barrier of geotexdle"fabnc(filter cloth)used to intercept sediment laden runoff Description from small drainage areas with disturbed soil. A temporary banicz of straw or similar matepal CAUTION: ll used to interfcept.sediment laden flow from small areas.prevpgtmg the sediment from.Ieaving the . DO NOT install sediment fence across I: site. intermittent or permanent streams,channels,or any location where concentrated flow is CAUTION: anticipated. DO NOT install straw bales across intermittent Installation Details or permanent streams,channels,or any location 1.Locate the silt fence at least 10 feet from the where:concdntrated flow is anticipated. toe of steep slopes and nearly level -Installation.Details.. throughout its length.- . 1.Bales shall be placed at the toe of a slope or; 2.Dig a trench approximately 6 inches deep and on-the contour,and in a row with ends tightly ' 4 inches wide,or a V-trench,in the-line of the abutting the adjacent bales. fence. 2•Each baleishall be embedded in the soil a 3.Drive posts securely at least I6,inches into the minimum!of(4)inches;and placedso the ground on,the.downs lope side of the trench. string or hire is horizontal.' Space posts a maximum of 10 feeq apart if ' fence is supported by wire;6 feet if extra • 3:Bales sha)jl be securely anchored in place by . :. I either two,stakes or re-bars driven through the FLAN . -OF PROPERTY strength fabric.is used without sualpoct wire. bale.The first stake in each bale shall be Adjust spacing to plate posts at low points A T along the fenceline. ` driven totards the previously laid bale at an . 1 / angle to.force the bales t6gether.Stakes shall BA Y.y I E W 4.Fasten support wire fen, upslope'side of be driven lush with the top of the bale. posts,extending 6 inches into tho'trench. ' TOWN .OF .SO U THOL D attach continuous length of fabric to upslope . Maintenance side'o.f fence posts.Avoid joints,1particularly Inspect straw bale dikes periodically and �SUFFOL K COUNTY, N. Y. at low points in-the'fence line.Where joints' after each rainfall event. are necessary,fasten fabric securely to '1.000 - 88 -. 02. 15.5 support posts and overlap to the next post: Replacebroken or defective bales promptly.. 5.Place the fabric in the trench so the'bottom. Remove built up sediment deposits folds across the-bottom of the trench:Place April 26, ZO/2 immediately to maintain.capacity for the backfill in the trench over the fabric to the next rainfall event, ' groundiine and compact with a plower tamper. Maintenance I Once the contributing area is stabilized, 1 remove all imaterials and grade and stabilize • Inspect sediment fences periodically and the area in accordance with the vegetative after each rainfall'event. plan. • Should fabric tear,decompose,or in any S T R A WI BALE Q.K E DETAILS way-become ineffective,repla a it immediately. I' PLOW • Remove sediment deposits p Imptly to provide adequate storage volume for the v next rain and reduce pressure on fence.. / --�� 9- VERTICAL Take care to avoid undermining fence sL.OPE; FACE during.cleanout. • Remove all fencing-materials and unstable 131E o 21:N G o E T A 2 L'' sediment deposits after the contributing drainage area has been properly stabilized, inspected,and approved.Grade and I ANGLE FIRST STAKE TOWARD ' stabilize the.disturbed area as-shown in the, PREVIOUSLY .LAso BALE vegetation plan. SILT FENCE DETAI.L,S VOV.EN MIRE FENCE O%' MIN, FENCE POSTS, DRIVEN IMIN. 1C' INTO (MIN. 11 CAUSE � GI �� ROUND BALES MAX. .• MESH ECH SPACING). I "/ r CEO'ON CONTOUR ' 16• hAX. C. i0 C. !- RE—BARS', 5TEEL PICKETS �WX OR .2-K2• STAKES' 1 1/2' +'�' Tu Ja IN GROUND, DRIVE 8TAKEC v7 X, PLUSH WITH BALES,. .� •r«f . , ` 6' hIN, ANCH©FtS'N(3 '0ETASL NOT-ITO 9CALE r�PERSPEC•TIVE VIEW osislr;N LIFE 3 MONTHS VOUCH Vihc PENC[ l06• MIN. FENCE POST SITE .sramg�NT SLOPE LENOTM OATE'SNS•TALL ED' CMIN, li 1/2 GAUGE. MAX. 6' MESH SPACING) 2G7 MIN. �•„cr,..,,,..,,. . SLOPE CROUhO LINE r,�c' N {�Ivt+ DATE INSPECTEI] gY ��e' .. rt" EM6EO FILTER CLOTH MIN. 6'SNTO CMOUNO .� 1G'�MIN. YL Irk_ d MAXIMUM OMAINACC�AMEA IS 1/2 ACRE PER 106 FEET. SECTION: <, LOCATION SLOPE LENGTH ,�\`✓ 1 � L+`Ie`SD . N.YS. ,LAC.. 496/8 ECONIC VEYORS, P:C. (631) 765' - 5020'.FX (631) 765 - 1797 D4TE INSPECTED j BY' P.O. TRAVELER 02-142 S I230 TRAVELER STREET SOUTHOLD, N.Y. 11971 2 of 2 I REScheck Software Version 4.4.1 NotCompliance Certificate Project Title: Sterling Harbor Inc, Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 18% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 550 Sterling Woods Road Southold,NY------- • • Compliance:13.3%Better Than Code Maximum UA:646 Your UA:560 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2075 30.0 0.0 68 Wall 1:Wood Frame,16"o.c. 4045 21.0 0.0 188 Window 1:Wood Frame:Double Pane With Low-E 558 0.310 173 Door 1:Glass 186 0.310 58 Ceiling 1:Flat Ceiling or Scissor Truss 1341 30.0 0.0 47 Ceiling 2:Cathedral Ceiling(no attic) 751 30.0 0.0 26 Compliance Statement The proposed building design described here is consistent wi a building plans,specifi ons,and other calculations submitted with the permit application.The proposed building has been d sig ed to meet the 2010 Ne York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the an atory requirements lis k Ins action Checklist. I& r2 lhS e- �Z Name-Title Si tetre f�Fz �� Date y I'; . N E`N Project Title: Sterling Harbor Inc, Report date: 04/16/12 Data filename: Untitled.rck Page 1 of 3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: — ----- ---- Windows:---- ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Project Title: Sterling Harbor Inc, Report date: 04/16/12 Data filename: Untitied.rck Page 2 of 3 All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. 'Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: LJ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Sterling Harbor Inc, Report date: 04/16/12 Data filename: Untitled.rck Page 3 of 3 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.31 0.42 Door 0.31 0.41 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: BINDER POOLS, INC. r P.O.BOX 493 SHELTER ISLAND,NY 11964 F POOL COPING 9•25' 24" X 36"PAVER5 MORTAR 6 TILE DAND �ti ..x .. , '..• �:�..,:�;; MARBLE PU5T + •tom' n••.r �j��//��/�%�// L C. K I - S 1•. �//t ��/�j i/ #3 & # 4 STEEL REBAR. 90 O.C.THROUGHOUT VERTICALS. 5 O WHERE d, p MTER DEPTH EXCEED5 5'. Radium varies from / fit £00/£00 .5d Rm 99=01 00/ST%TT 4le 11TAT S .SITE,: i I MAIN BAYN 17W ROAD KEY MAP / - 1 " = 6 00' f OR T� B (o IV 615 0' TEST BORING ropson. LrL 23 LOAM 1 / SAND OPENN i ' -�� Sf'.4 � " • TEST HOLE WITNESSED CE 1 I d B Y SCDHS. c VA ' I f EA Lo7. I I Co EN a V r' GEAR J r �\ i � � tu Oj 10 CU (o J o ' ' ,' 1/ �� 1� Co O p C C) 1 C j. t� �' O ` \ �• 63•/0,34( _'LSITS Of CO'T.R �'�` � °D 1 I (�• `� Co \ I J (Q• " I I EL 19 1 DOUBLE ROW of I EVERG rr ,� Co ` REEjys ll 1 , LI I LJ ,Q' V � t , V c� /�, ,�. .o • Cb c a , ) . o PL,Ow O I pFIN Al (o ,Cv /� pUs�, IL n► Qv o 0 woo b 0*00.0 r/mw AN N I`', � CD o �r * �1J'0,V AREA / t,• �, "� �, I1 d L� i S. se s3. 010, ®c 49' 00` '� 5 I , � � ,� '� a PAT 0 E�o:L: p00L 0 / OO 1` HSE O N, 6,3 0; �� o7-i oo ' Q � Co y ~- PLAN OF PROPERTY -- RUNOFF RETENTION BA YVIEW Q TOWN OF SO U THOL APR 2 7 L012 � RU OFF AREA = 11.56 Acres � ' ARE #1 = 1.56 Acres x 43560 - 67954 sq.ft. SUFFOLK COUNTY �Y j 2" RAINFALL.-- 0.17 RN DEFT. C 0,18TOtNN CF S011TN0•_D 67954 x 0.18 x 0.17 = 2079 cu,fl.• 1000 - 88 - 02 5.5 -- co 2079/= 120' x 18' AVERAGE DEPTH 1.5' WITH 120' TRENCH ALONG BERM 2' WIDE WITH MATE /AL SC OI e I = 6O REMOVED TO SAND AREA 1690 sft. April 26 �`Q{ �. r., ~�•�'-: #2 = P T l PERVIOUS CONSTRUCTION ROAD 700 sq,lt. %` t � � •,r.� SITE'AREA = 1.56 ACRES c = 0.7 SOIL TYPES RdB 8 HaA FROM SUFFOLK 7OTHER - 99 0s' .tt.84 cu.ft. COUNTY SOIL CLASSIFICATION 'MAP C - D.18 q TOPSOIL PILE FROM EXCA VA TION 0 990 x 0.18 x 0.17 at -30 cu 1t. BE SEEDED ,'�• ' -' :.' 114 Cuff 114 = 400 s .1t, x P DEEP WITH MATERIAL REMOVE;) TO SAND UTILIZING TRENCH DRAIN TO PREVENT RUNO!"F -. .•.. , . TO ROADWAY BOTTOM RETENTION AREA #2 EL.19 44 � N.Y.S LIC. NO. 49618 F LOT NUMBERS ARE REFERENCED TO "STANDARD SUBDIVISION CONICS YOBS, P.C. (631) 765 - 5020 FX (631) 765 - 1797 FOR STERLING HARBOR INC." P.O. BOX 909 02_� 42 S' , 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 l 0 f 2 ' Jr' 3'2 V" v AN I AR PR D ___1 t;rx,Ljts.t4i C) POSE r% A..as DtNc CH G +8 r4'.,i 51ROCMSKI 0 architecture,p.c. S I gG b �' s '•i'`�, ra; `. ;. cc P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 ..W { . 5 5 0 Al IA,!, U S E 0 OAD so "'HTOLD NEAAT YOR& STE" Ll W001J 3„� LI Jl I LJ1 1l 1L 1 J I l Il 11 Ij 1 Proposed New Residence and : ,,e Detached Garage For g Sterling' I Jl 1 I .1 L 1 ll ' ll 11 I Jl LJ 1111 1 Mill 114*1 FJ a rb og, C. 1 ` WY -A1 fi r;s hi'* g .�,;; .�,.,., 550 Sterlin Woods Road •,�"=.,=':�"�°� 1L Ill I 1L �11�1 ILEA _i 1 ' ,j tyf Southold, New York :�`?;�`��+�•�; � 'f I.L Ll 1 ;1 I ll I - 111 _ J _l S.C.T.2vi.# REvrsloNs • 2rys.. ,n;r. i s A.' . `l I • •1 Mn1 I ` O IIIIIIIiIIIIIII Lill. I ' !� LL111111 "pppLyy.f.CRtap,'' yd'''i-3 - _ O '.N�kz A yF.pl j •,,,��'r�q, COMPLY WITH ALL CODES O NEW YOP,K STATE & TOWN CODES SCHEDULE OF ABBREVIATIONS GENERAL NOTES: AS REQUIRED ANn ('C�NDITIQ-NEE x CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA � 0 A.D. ASH DROP I. ALL CONSTRUCTION SMALL CONFORM TO ALL NEW YORK STATE, COUNTY 16. PRIOR TO START OF CONSTRUCTION, THE OWNER AJJG' CONTRACTOR SHALL SUBJECT TO DAMAGE FROM ICE SHIELD A.F.F. ABOVE FINISH FLOOR AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES DECIDE ON AN ACCESS POINT TO THE SITE AND WHET:E ON THE SITE TO "" "T ' ' ` ID O GROUND MIND SPEED SEISMIC WINTER DE51GN UNDERLAYMENT FLOOD > BEAM SMALL SUPERSEDE THESE DRAWINGS. STORE MATERIALS. THE CONTRACTOR SHALL REPAIR Aiv7 DAMAGE TO THEHAZARDS r „' SNOW LOAD ((MPH) DESIGN CATEGORY WEATHERING FROST LINE DEPTH TEFLNITE DECAY TEMPERATURE REQUIRED BRG. BEARING 51TE DUE TO CONSTRUCTION. S ' t G.J. CEILING .FOIST 2. ALL PLUMBING AND ELECTRICAL WORK 5NALL CONFORM TO ALL STATE ,� - 0 G.F.M. CUBIC FEET PER MINUTE MODERATE SLIGHT TO AND LOCAL CODES AND SMALL BE INSPECTED AND APPROVED AS REQUIRED. 19. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR ---2--•----- ",: ' 20 120 B SEVERE 36' 11 YES WA i TO HEAVY MODERATE CI C � UNDER THE DIRECTION OF THE UNDERSIGNED AND TO 114E BE5T OF THE -- C.O. CLEAN OUT 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF M!-ET THE SEAL CON. CONCRETE CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. REQUIREMENTS OF THE NEW YORK STATE ENERGY CONS cVATION CODE. ELECTRICAL 1 C.M. CARBON MONOXIDE DETECTOR THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE CSMT. CASEMENT STARTING CONSTRUCTION AND SMALL BE RESPONSIBLE FOR SAME. 20. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO PAWS OF 3/4' DIA. �N �T�� '� E°� (p A/� C.T. CERAMIC TILE BOT/LT5 @ 24, O.G. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF G� '4 D. DRYER q. ALL FOOTINGS SMALL BEAR ON UNDISTURBED SOIL, I TON psF CAPACITY <yRT ST/ZQ _', D.H. DOUBLE HUNG BOLTS 2 IN FROM TOP AND BOTTOM OF BEAM. APPROVED AS NOTED E f DIA. DIAMETER MINIMUM. TABLE OF CONSENTS 21. 'TRU5JOIST' 'SILENT FLOOR' 5Y5TEM TO BE INSTA!LED it, STRICT -?a' r� D.J. DECK JOIST 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS D 1TE J I .P. # / �O FLOOR AREAS P BONUS SPACE DN. DOWN CONFORMANCE TO MANUFACTURERS SPECIFICATIONS. ALL J0i5T MANGERS k DW. D1514 A5MER AND GARAGE SLABS SHALL BE 3500 psi AT 28 PAYS MINIMUM SHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN J015T LAYOUT AEJL733.60 F.A.l. FRESH AIR {NTAKE FROM 'TRUSJOIST' PRIOR t0 START OF CONSTRUCTION. BY 't`" =' A-1 - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 2075 SOFT. 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. NOTIFY BUILDING DEPARTMENT AT - ••F, A-2 - FOUNDATION PLAIN SECOND FLOOR SQUARE FOOTAGE - 1367 SOFT. F.D. FLOOR DRAIN E-1,600,000 psi AND fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS 22• IF ANOTHER ENGINEERED JOIST MANUFACTURER IS USED. THE COMPANY 765 1802 8 AM TO 4 PM FOR THE 2O1G A-3 - FIRST FLOOR PUAN TOTAL LIVING AREA - 3442 SOFT. FDN. FOUNDATION TO HAVE AN E=1 800 000 i AND AN fb=2 400 i. ALL LAMINATED VENEER 9 a USN ETACHED GARAGE - pl2 SQFT. 709 SQFT. F.J. FLOOR J015T LUMBER HEADERS AND BEAMS TO HAVE AN E-900 000 i AND AN fb=2 600 MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEP5 THE DESIGN FOLLOWING INSPECTIONS: _A-4 - SECOND FLOOR P' D FP.S.C. FIREPROOF, SELF-CLOSING; I ALL PARTICLE STRAND BEAMS TO HAVE AN Est 000 000 I AND AN CRITERIAS USED BY TRUSJOIST'. CONTRACTOR TO 08 1 JOIST LAYOUT 1 FOUNDATION-TWO REQUIRED p A-5 - ROOF PLAN fb psi. FOR POURED CONCRETE A-6 - BUILDING SEGTIODNS AND NOTES FTC. FOOTING fb=2 900 i FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. �' • FXD. FIXED A-7 - BUILDING ELEVATTIONS GALV. GALVANIZED 23. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND 2 ROUGH-FRAMING,PLUMBING, A-8 - BUILDING ELEVATfIONS7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSiR.UCTION. „} W-1 - DETAIL WALL SECTION AND ELEVATION GL• GLASS RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON STRAPPING, ELECTRICAL &CAULKING Copyright 20I2.STROMSKI architecture,p.c.Alt rights W-2 - TABLES, SCHE[?UJLES AND DIAGRAMS PRESCRIPTIVE DESIGN METHODS H.B. HOSE BIBa PUWs, 3. INSULATION reserved The Architect reserves the right to reproduce this 24. ALL MATERIALS TO BE REMOVED FROM THE PREMI5E5 ARE TO BE design in its entirety or any portion thereof.Unauthorized H.C. 14EADE HANDICAPPED DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS(f THE MUNICIPALITY 4. FINAL-CONSTRUCTION& ELECTRICAL alteration ofthese documents is a violation ofthe New York 120 MPN WIND ZONES MDR. HEADER IN WHICH THE PROJECT IS LOCATED. MUST BE COMPLETE FOR C.O. State Education Law.These drawings and specifications are B. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2 XIO @ q WALLS *s N.M. HOLLOW METAL AND 3-2'XIO' @ 6' WALLS OR AS DESIGNATED ON THE PLANS. an instrument of service and are the property of the Architect. INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.S. KITGi IE^I SINK 25. IF DURING THE COURSE OF CONSTRUCTION A SITUATION I5 ENCOUNTERED ALL CONSTRUCTION SHALL MEET THE I7ere drawings and specifications are not to be used on any FAMILY DWELLINGS (2001 EDITION) LAV. LAVATORY q• PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' REQUIREMENTS OF THE CODES OF NEW other project,except by written pennissionoftheArchitect. L.G. LANAI CLOSET WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE t ABOVE GRADE. RAILING SHALL BE BUILT SO AS NOT TO ALLOW THE PASSAGE CONTRACTOR SMALL NOTIFY THE ARCHITECT FOR AN II'I5F'ECTION AND CHANGE YORK STATE. NOT RESPONSIBLE FOR ALL TABLES,' FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS MECH. MECHANICAL OF A 4' SPHERE THROUGH ANY OPENING. IN CONSTRUCTION DETERMINATION. DESIGN OR CONSTRUCTION ERRORS. PRo�crNo. I2 ARO W-1 AND W-2. MIN. MINIMUM MAX. MAXIMUM 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL SCALE AS SHOWN DATE 04/I6/I2 k DESIGN LOADS I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICUU�R BLOCKING A7 4'-0' MLDG. MOULDING INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL N.I.G. NOT IN CONTACT REGULATIONS. RETAIN STORM WATER RUNOFFOCCUPANCY OR D'tAWNBY WP CHECKED BY Rs U53E LIVE LOAD 1LB/5QFTa DEAD LOAD ELB/SQFT.1 BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 2. PURSUANT TO CHAPTER Z36 O.C. ON CENTER , , , O.H. OVERHEAD il. PROVIDE 5/s TYPE X GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND OF THE TOWN CODE. 'Y'TiTLE I EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. AT GARAGE AS REQUIRED. USE I S UNLAWFUL 3 DECKS PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-I TABLE 3.313 AND P.C. POURED CONCRETE 40 10 DRAWINGS ON SHEET W-2. R.ROD• RADIUS 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. WITHOUT CERTIFICATE PASSENGER VEHICLE GARAGES 10 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE REF. REFRIGERATOR 13. ALL 'SIMPSON' OR 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER DO NOT PROCEED WITH ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3.1, 3.3A. Rc'INF. REINFORCED SPECIFIED FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED �i ' R.F. RESILIENT FLOORING FRAMING UNTIL SURVEY C^ QC�'�J(D�'��I�,`�/ P�'+��eCt ATTICS WITH STORAGE_ 20 10 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN R.R. ROOF RAFTER IN CONNECTION WITH TREATED MATERIAL. OF FOUNDATION LOCATION j S.D. SMOKE DETECTOR A ram, ROOMS OTHER THAN SLLEEPING ROOMS 40 10 SHEET A-2 AND SHEET W-I DRAWING I. ANCHOR BOLTS ARE EMBEDDED IN THE t PL. SIIE�� t POLE 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND �+"�1 Bt_�:��APPROVED. InfQx']C�latOn FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF SLEEPING ROOMS 30 I0WR' SHOWER CONCEALED SPACES AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET SQUARE FEET R602.8 AND R502.12. �� STAIRS 40 1Q Tor TONGUE t GROVE ,,� ,i W-I TABLE 3.1. T.G. TERRA COTA t I�Li� EDIATELYit GUARDRAILS AND HANDRAILS 200 10 TEMP• TEMPERED GLA55 15. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ENCLOSE POOL TO CODE 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURERS ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT R ! GUARDRAILS IN-FILL COMPONENTS t0 SPECIFICATIONS. T.O. TYPICAL RESPONSIBILITY PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ASSUME PLUMBER CERTIFICATION UPON C©��PLETION FIRE ESCAPES 10 V.I.F. VERIFY IN FIELD RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION REFORrE'WATER" Y..l 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN ON LEAD CONTENT BEFORE t w, fi W. WASHER SHEET Y UPPER V3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3A ON SHEET OBTAINED. ~RTIFICATE OF OCCUPANCY � '•' W_2 W.G. WATER CLOSET ; Ct' WD. WOOD i W.F. WATER FOUNTAIN 16. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE SOLDER USED 1N WATER SI,�. ;.:a .`•.¢ 8, ALL STRAPPING CAN BE INSTALLED OVER 514EATING ONLY IF THE FASTENERS IDENTIFIED j THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. `� IN THE NAILING SCHEDULES ON 5NEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.H, ! WATER HEATER p SU FLY SYSTEM CANNOT PLUMBING WIDTH OF THE SHEATING SUBSTRATE BEING USED. W.I. WALK-IN 17. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT r_�� a ALL,PLUP��' Il�G WASTE A - 1 I IN E I` u: ^.'Ft Wi^i.f. WELDED WIRE FABRIC THE AREA OF EXCAVATION AND CONSTRUCTION, .�CEED 2/10 OF 1/o LEAD. 4 WATEA LINES NEED TESTING EEFORE COVERING d M Y YM"MY'� WINDOW SCHEDULE '- S lii� S - SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS architecture, p.c. ANDERSEN CASEMENT CWI4 6.6 SF. 7.2 5F. 9.5 5F. YES ANDERSEN CASEMENT CW4 13.1 5F. Iq.l SF. 18.8 SF. YES 4 P.O.BOX I254 JAMESPORT,NY 11947 ANDERSEN TILT-WASH TRANSOM TWT2610-2 8.66 SF. 17.1 SF. 28.5 SF. NO PHONE(63I)779-2832 FAX(63I)779-2833 ,,��T;,b TILT-WASH DOUBLE-HUNG T�V26g2-2 ANDERSEN TILT-WA5N TRANSOM TPM610-3 10.65 SF. 21.45 5F. 37.47 SF NO TILT-WASH DOUBLE-HUNG IM636-3 a-x i ❑ ANDERSEN TILT-WASH TRANSOM TWT2810 4.64 5F. 9 23 SF. 15.14 SF. NO E t '.. TILT-WASH DOUBLE-HUNG TW2642 ANDERSEN TILT-WASH TRANSOM TWT2410-3 8.82 SF. 17.82 SF. 32.61 SF. NO TILT-WASH DOUBLE-HUNG TW2432-3 ANDERSEN TILT-WASH TRAN50M TWT2410-3 9.9 5F. 19.74 5F. 35.1 SF. NO ''7 4 . G ; ,•� •'._Z��:, TILT-WASFI DOUBLE-HUNG T1V2436-3 ..•, w ANDERSEN TILT-WASH TRANSOM TWT2410-2 8.04 SF. 15.72 SF. 26.68 5F NO a °^' TILT-WASH DOUBLE-HUNG, TM442-2 ,,, {•,,'�._ �J ANDERSEN TILT-WASH DOUBLE-HUNG TW2436 3.3 SF. 5.73 SF. 9.23 SF. NO : 5 .° ' .;,%+ ❑K ANDERSEN AWNING A321 2.6 SF. 7.8 SF. 12 5F. NO 4•..�•„4.{ ANDERSEN TILT-WASH TRAN50M TWT2410-3 15.21 SF. 29.31 5F. 47.43 SF YES ; r L i L ° TILT-WASH DOUBLE-HUNG TW2452-3 1 Proposed New Residence and ' = § ANDERSEN TILT-WASH TRANSOM TWT2817 - 2.74 SF. 4.% 5F. NO P A-6 F :•; ,'.. = �N ANDERSEN TILT-WASH TRANSOM TWT2417 - 2.34 5F. 4.38 SF. NO Detached Garage For: *' �X k a„� ❑0 ANDERSEN AWNING AXW31 1.4 SF. 6.8 SF. 9 SF. NO �� °.,'�_�:"•�r":� © ANDERSEN TILT-WASH DOUBLE-HUNG TW2442 4.02 SF. 7.01 5F. 10.87 SF. NO ® ANDERSEN TILT-WASH DOUBLE-HUNG TW21052 6 28 SF. 11.25 SF. 16.04 SF. YES Harbor, Inc R ANDERSEN TILT-WASH DOUBLE-HUNG TW2842 4.b4 SF. 8.23 SF. 1234 SF. NO ❑S ANDERSEN TILT-WASH DOUBLE-HUNG TW26%-2 7.1 SF. 12.g6 SF. 19.7 SF. NO 3'-6' 2 -6' 20'-4' 2'-6' Q ANDERSEN TILT-WASH DOUBLE-HUNG TW210410-2 IL66 SF. 20.q SF. 30.1 SF. YES .,z 2, ❑U ANDERSEN AWNING A3535 1.6 5F. 8.1 5F. 11.5 SF. NO ❑V ANDERSEN AWNING AW251 3.9 SF. 5.6 SF. NO FIXED UNIT z> y NOTE5: ".. PROVIDE CLAY FLUE PROVIDE 57�P FOOTINGS PIPE FOR BOILER FLUE. PROP TOP OF WITH 30' MAY11MUM ANGLE I. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 512E ACCORDINGLY WITH 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND OF ASTM E 1886. IF IMPACT FOUNDATION 8' FOR 6 r BOILER MANUFACTURER RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 AND A MAXIMUM SPAN OF 8 SHALL BE CHIMNEY BASE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT LABELED AND STORED WITH ATTACHMENT HARDWARE. PANELS RECOMENDATIONS. - -- - - - .' MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-I. r r '• - - - - - - - - 3. PROVIDE DP RATI G OF 50 MINIMUM U.O. . ;.. 4 PROVIDE 1-3/4 X 14 LVL AND 14' RIM JOIST - J ` AT CANTILEVER - r - - - - - - - - �` � 4 " � 550 Sterling Woods Road ,.• -1- {��-A Southold, New York LINE OF CANTILEVER- a ABOVE S.C.T.M.#' xy •� `',h 1 I I REVISIONS 01 10, - - - - - -I - - - - - - J I- - -- - - - - - - - - - - - - - '- - - - - - - - - O L r. f vF•. I 1 FULL CELLAR r O rp , 4" POURED CONCRETE FLOOR SLAB 1 1 i rn JIO' r7 O ax^ \ 21'-0' Cal C4 'In 73 U_ tn s . s,°, . - o I 1 I O DROP TOP OF I❑ FULLCELLAR ` is co O FOUNDATION 6' FOR I 4' POURED GRETE FLOOR SLAB 'n E)M--RIOR STAIR I 6 ��1 j2 e, -' O 4 � }- 1 1 10'-b" I L O y FTz x f ! 1 ( I m P(W m 3 4" - I- - 2'=6•T 0- I0j x . I14i F - - -I F- r F-4, r F-4, '3r I 1 I s. U N N I I f I I 1 2 i 3/4' X 14' LVL 1.9E CONTINUOUS GIR))ER r » 's 13 4�C1�___ }-_H 1CCIr f_=JN LR_ __ I 0-- 0 X 4' X I/4" THICK 2 1 3/4' X 14' LVL s4..�.:,•�° � ( � � STRUCTURAL STEEL r L-? - J 19E FLU MDR I I I I 11 F-m° TUBE COL MN WITH I F-11 �, ,I I I I 1 I U 16 AL - - J L - - J I () I / THCK T AND 13DTT o Ott _I �n I I I I Ri �' r 1 F-4, to o r, I I F-4 PLATE ( I ! r 2 I F-5 I I I I f -1 I I I I I in I 1 --} - --i I � I 1 (4) 13/4' X Ie LVL 1.9E CONTINUOU IRDER 1 EI to 2) 13/4 X 14 LVL AE FLU N 1 FULL CELLAR I I _ I I u' 4' I I 8'-5' - 8'-II' L J - I J q° POURED CONCRETE FLOOR SLAB ' I I I / � N - - -' •'. I SEAL I- - - - - -j Z (- 1 I �3 UP , �I I ,. POURED W. STAIRS , WITH REIN ORGEMINT w� I W-5' 4' 3'-4' I r" `�` I I - J FOOTINGSCHEDULE o A�, 1 1 I MINIMUM OAT DIM. 6' I (q TREA 8 RISE) > _- I �'� SYMBOL SIZE REBAR ��4r (g �l►Jc E N 1 gj i. I F-1 5'-0' x 5'-0' x 1'-2' 5 - 5 I - i DROP F ING 4' FOR ,x r _ ' 1 ExrERIOR TAIR " F L CELL R I i I 1 I 4 POURE CONCRETE LOOK SLAB _ 1 '^ F-2 2-6 x 2-6 x I-0 3 #5 ;I- ;. I n F-3 3'-6' x 3'-6' x 1'-0' 4 #5 1 I.N, �N��N F-4 3'-0' x 3'-0' x I'-0' 3 - #5 A� 2916g O y c04 ice ,WAR - - 5� -I- - - - - - - - - - - - - - - - - - - - - - - - -1 r r �- - - --I 1 F-5 2'-0' x 2'-0' x 1'-0' 3 - #5 OF �� N _ I r (3 1 3/4�.-- VL!1.9E DROP-? DER i -� �_ - .. I - 1 a x I b �• RD. I F_ FASTENED WITH 3/B�DIAMiTER IO" " 1 15-8' I IOr Copyright 2012.SI ROMSKI architecture,p.c.All rights > ? to, 4'-0' IIO 15-8 - 1 LAG BOLT STAGGER® TOP AND 110 _ _I FOUNDATION CONSTRUCTION g rn BOTTOM ERY 32 reserved.The Architect reserves the right to reproduce thus N � o design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York t .` LLI i � 4' FLOOR D IN TO 55 GALLON DR M. Cn (2 2' X 8' ACQ SILL PLATE WITH SILL SEAL AT HOUSE State Education Law.These drawings and specifications are ''.:. r r ( I o 'GOP-R-TEX' TERMITE SHIELD an instrument of service and are the property of the Archirect. PITC14CONG TO DRAIN MIN. 1/4 P 12E L - _ _ _ - _ - _I_ _ - - - - - - J I L - - - - - - - -- - - - - - - - -- J I p per I 51W ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH 51DE OF EVERY These drawings and specifications are not to be used on any "• , 12' DIAMETERPOURED CONCRETE PIER OPENING WITHIN 6' TO 12, OF THE END OF EACH PLATE AND WITHIN 12" other project except by written permission of the Architect FOOTING ' BELON FINISH GRADE 1 OF EACH CORNER. .:I . 1.; B I - - - - -1 :a MINIMUM TO UNDISTURBED SDIL LI- - - 1 - - - B - - - - I - - - - L - - - - - - - - - _ - \"V-PRbVIDE - __I- - J - PROVIDE HOLDDOWN AS PER 5NEETS W-1 AND W-2 PRo CT NO. 12-ARoo3 - - - 1 - -- -J I x ( 2)X 8 ACQ GIRDER N 1 '----- --- - -- --- ---- J 10'rPOURED CONCRETE FOUNDATION WALLS SCALE AS SHOWN DATE 04/I6/I2 z;' L-- ---- I N (2) r G I 24 X 12 POURED CONCRETE WALL FOOTING WITH KEY WAY JOINT (3 - #5(2) 96 REBAR -- - -- -- - -- PROVIDE (2) 9, REM REBAR AT BOTTOM OF FOOTING) T AND BOTTOM OF 1 i TOP D 80TTQM OF 1-3/4' X 14' IAE LVL GIRDERS SEE PLAN FOR NUMBER OF PLIES DRAWN BY WP CHECKED BY RS LIN OF WINDOW 1 __ LINE OF WINDOW ( ) c E HEADER OVER �- ---------------- ------- -------- - ------------ E HE WER OVER r r S ABOVE SEAT ABOVE I-3/4 X II-7/8 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) WINDOW. WIN 4' X 4' X 1/4' AND 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL TUBE TITLE 4 X 4 ACQ P05T WITH PROVIDE 1-3/4' X r T r PROVIDE 1-3/4 X LINE OF DECK ABOVE. � COLUMN W/ 1/2 THICK TOP AND BASE PLATES SEE PLAN FOR LOCATIONS IONS l ' 14' LVL AND 14' RIM t J `;-Aa44 POST ANCHOR 14" LVL AND 14' RIM SEE FOOTING SCHEDULE FOR POURED CONCRETE COLUMN FOOTING 51ZE5 (PROVIDE 1/2 ANCHOR T) JOIST OVER 4' POURED CONCRETE FLOOR SLAB WITH b' X 6' 1AAA W.W.M. #' JOIST OVER (TYP.) WINDOW. BASEMENT WINDOWS AS PER SCHEDULE . i WINDOW. DAMPROOF ENTIRE FOUNDATION BELOW GRADE �OL1.I1c�atlOn r PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 f 5'-4' M.O. 6'-0" 1'-0' 6'-3' '-3' 6'-0' I'-0' 0-'0' V-4 M.O. 6'-0' _. )6' flan 4'-10' ! 3' 17'-4° 2 '-b' f7-4' V-b'y , SKEET FOUNMATION PLAN Scale= 1/4' - P-O' •'� 1A - 2 offismanolsoml ti°f' d Y 'X rt+�`r6rc.,. as "•m as '.(, - •.sad: R j I (� }} ` `_ DOOR SCHEDULE EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS S r j��-�S I 4t s 3 x 6 THERMA-TRU FIBER-CLASSIC FCM62 20 SF. 20 5F. architecture c. I .p 6 O 3LLx 6 Q TNERMA-TRU INSULATED STEEL 20 SF. 20 $F. FIRE DOOR W/ SELF CLOSING HINGES � _ O qLL x 7 Q GLOPAY OVERHEAD 63 SF. 63 SF. OWNER TO SELECT STYLE lg `',! P.O.BOX IZ54 JAMESPORT,NY 11947 6 Q x 6 u ANDERSEN FRENCHWOOD TRANSOM FWT6011 15.31 5F. 47.1 $F. OWN42 TO SELECT OPERATION PHONE(63I)779-2832 FAX(631)779-2833 FRENCHWOOD GLIDING FWG60611 3 x 6 THERMA-TRU CLASSIC-CRAFT CCM60/2-CCM34005L(14') 20 SF. 35A SF. •' 1 O Q It 6 x 6 ANDERSEN FRENCHWOOD TRAN50M FWT6011 16.72 5F. 47.1 SF. WOOD I -SWI FWH60611 OWNER TO SELECT OPERATION $ O7 5 x 6 LL ANDERSEN FRENCHWOOD TRANSOM FWT5411 14.55 SF. 41.81 SF. FRENCHWOOD IN-SWING FWN54611 OWNER TO SELECT OPERATION •. Rk INTERIOR DOORS SYMBOL 51ZE TYPE REMARKS rs t:,a A 3 x b HINGED FIBERGLASS INSULATED EXTERIOR DOOR A'6 O 2 Q x 6 Q HINGED STEEL INSULATED 4 Q x 6 Q DOUBLE HINGED STYLE TO BE SELECTED BY OWNER 20 x b Q HINGED STYLE TO BE SELECTED BY OWNER Proposed New Residence and 21x 6 Q HINGED STYLE TO BE SELECTED BY OWNER Detached Garage For: 3 LL x 6 Q HINGED STYLE TO BE SELECTED BY OWNER OG 2 x 6 POCKET WITH HEAVY DUTY GRANT HARDWARE STYLE TO BE SELECTED BY OWNER Sterling 3'-b' I6'-10, 2 -0 20'-4' 2'-6' Q Q ,tea . 3 Q x 6 Q POCKET WITH HEAVY DUTY GRANT HARDWARE STYLE TO BE SELECTED BY OWNER Harbor, Inc. O 3 x 6 BYPASS WITH NERVY DUTY HARDWARE STYLE TO BE SELECTED BY OWNER 4'-q' 3'-5" 4'-I I/2' I -3' 4'-I 1/2' 3'-10' 8'-0' 8'-6' 2Q x 6 Q HINGED STYLE TO BE SELECTED BY OWNER MASONRY CHIMNEY 2 © 2Q x b Q HINGED STYLE TO BE SELECTED BY OWNER TEMPORARY STA R / TEMPORARY STAIRS A-6 "j "• b AND 34' NIGH AND AND 34' NIGH HA w r:tit:w y"sr > .�., -'-3• NDRAILS LINE OF ROOF ABOVE HANCRAf NOTES- --------------------- :..... . .....:� I --- A,: 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. { o I I 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E IBM. IF IMPACT N I v }, n I I N ABOVE N ABOVE N ABOVE N ABOVE I RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6' AND A MAXIMUM SPAN OF W SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING 514ALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS FLOOR ABOVE 2 X 4 CIELING JOIST , I I "''`* ` I I I MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. ' 3 -3 4' q-1 ' 1.9E LVL !ER @ Ib' ON CENTER I O7 p WOOD O ON I s Y':# /-LINE ----- �� I S I - --- --------- ---------------------- --- 550 Sterling Woods Q F- LINE Rood Asav� d Road ;' . , Southold, New York ' ` S.C.T.M.# M ABOVEL�IJABOVE MABVE M ABOVE I / 4' MIN. POURED (3) 1-3/4 X q-1/2' I REVISIC►NS i //� (3) I-3/4' X q-I/2' I : 3 P3_P4 X 9-1/2T l.qE LVL DEADER ` CONCRETE SLAB OVER IAE L HEADER 1.9E LVL 14EAADER �••�,� � SUBFLOOR FOR WOOD 12'- 8-I/2' t PLATE HEIGHT STOVE HEARTH ADJUST HEIGHT AS O 6 I / �. �•. .k - j o 6 6 O � / ;n ! 1 I REQUIRED TO SUPPORT � i! ROOF PROVIDE DOUBLE JACK LIVING ROOM AND KING STUDS ON EACH O 1- OAK FLOOR SIDE OF HEADER. TYPICAL MA5T9R BEDROOM ( �� FOR ALL OPENINGS OVER O FLOOR +- 4'-0'. i�Q � 1 16 OPEN TO ABOVE I Ix� _, DIN4lNG ROOM , . 3 ' 'y '`:".l" ❑ �'a ( -'I $t ~4, 1 I m I X 4' CIELING JOISTOAK FLOOR I11-7/8360 F.J. I /-2- -, @ I0 ON CENTER 1 - 0 � I! @ 16' O.C. I t t t t t t t_ t SOLID POST t- t t 2- 4 3-3 6 9-5 (nP) 4 0 b 8'-b' 4' 32'-0' 4 2' X 4' SOLID POST , I / i ( ) LINE OF FLOOR•ABOVE I I I I (TYPICAL) IPROVIDE TOP MOUNT 7h CO I f 2 1-3/4' X 11-7/8' 1.9E I I d 0 I HANGER TO HOLD Lo -- ----------------------------------- MINIMUM 2700 POUNDS A.•,^ } � °`� j n OI / - b fl I L FL�15Ft H E�`t 34 HIA a) -r T- J ❑I-3/4 X 11-7/8 I.qE LVL NIG N NU Al FLUSH HEADERPROVIDEtu �,� W Ib U�L IS S U ib L RIS �f�� .,�::'^ a // �n � HANGER TO HOLD � &y M1 I 1 OB I MINIMUM 18(YJ POUNDS i O 2) 1-3/4' X 11-7/8' IAE '.I= I co OAK F`Ot it _ � LVL FLUSH HEADER x I� I O I Zv ,( I to II I I AP NTR Q ,mot I O _ O I CERAMIC TILE 2t4t t t P FOYER to OAK FLOOR2N -J- MAKE P ' 'a U SEAL _ 4' 4'-II' 4' 6'-5' 6' 104 6' 3'-0' 6' 2'-0' 6' WINDOW N U D SC ED LE In �i O 2 II-1/8' TA 360 FLOM JOIST % ! 7b 4:D A BATH t SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GAS AREA UNIT AREA EGRESS REMARKS � � @ 16 ON CENTER CERAMIC TILE ❑A ANDERSEN CASEMENT CW14 6.6 5F. 7.2 5F. q.5 SF. YES MASTER BATH m' KITCHEN % B ANDERSEN CASEMENT CW24 13.1 5F. 14.1 $F. 18.8 SF. YEs Tl.,� Il o .t r. CERAMIC TILEI L 2'_4' 2' 0' ' O CERAMIC TILE / ❑ _, .+,.,�, i DN / % ANDERSEN TILT-WASH TRAN50M TWT2610-2 8.66 SF. 17.1 5F, 28.5 SF. NO © TILT-WASH DOUBLE-HUNG TW2642-2 � ';�'•, • ❑ j ANDERSEN TILT-WASH TRANSOM TWT2610-3 10.65 SF. 21.48 SF. 37.47 5F NO 2 16g y0Q J. 36' NIGH GUARDRAILS % ! TILT-WASH DOUBLE-HUNG TW2636-3 OF NEB 11 7/8' TJI 360 FLOOR J015T s o ANDERSEN TILT-WASH TRANSOM T✓�T2810 4.64 $F. 9.23 SF. 15.14 SF. NO / @ 16' ON CENTER -v X. ' E "' TILT-WASH DOUBLE-HUNG TW2842 a COVEEED PORCH o 1 / t t �9:o % ANDERSEN TILT-WASH TRANSOM 7WT2410-3 8.82 SF. 17.82 SF. 32.61 $F. NO Copyright 20I2.STROMSKI architecture,p.c.All rights 3 5/4 X 4 AHAGONY DECKING X- / t t / reserved.The Architect reserves the right to reproduce this ,'i ' '/�' / TILT-WASH DOUBLE-HUNG TI"12432-3 design in its entirety or any portion thereof.Unauthorized t t t t t t t // alteration of these documents is a violation of the New York 3-8 b-7' b-7 3-8 , WINDOW SEAT '� I � • State Education Law.These drawin sands cifcations are I / I - I / i I ❑ ANDERSEN TILT-WASH f RANSOM TWT2410-3 q.q SF. 19.74 SF. 35.1 SF. NO g an instrument of service and are the property of the Architect. I I TILT-WASH DOUBLE-HUNG TW2436-3 These drawings ands ecif-cations are not to be used on any { I I I ® I other project,except by written permission of the Architect. I I %' L- --- ------_ -- ANDERSEN TILT-WASH TRANSOM TWT2410-2 8.04 SF. 15.72 SF. 26.6E SF NO LINE ROOF ABOVE --- - --------- J -- y ' G ar- - LINE ROOF�1F30VV�--- - H 2 X 4 CIELING JOIST 2 X 41 CIELING JOIST ❑ TILT-WASH DOUBLE-HUNG TW2442-2 PROJECT NO. I2-AR003 @ 16' ON CENTER @ I6'.ON CENTER y ❑J ANDERSEN TILT-WASH DOUBLE-HUNG TW2436 3.3 SF. 5.73 SF. q.23 SF. NO SCALE AS SHOWN DATE 04/I6/I2 I. ❑K ANDERSEN AWNING A321 2.6 5F. 7.8 SF. 12 SF. NO DRAWN BY WP CHECKED BY RS to ❑ ANDERSEN TILT-WASH TRANSOM TWT2410-3 15.21 SF. 2q.31 SF. 47.43 5F YES ,I a 4'-9° 4'-9' 4'-9' L TILT-WASH DOUBLE-HUNG TW2452-3 ,TITLE M ANDERSEN TILT-WASH TRANSOM TWT2817 - 2.74 SF. 4A5 SF. NO i 3'-II' q'-6' 3'-II' q' 6'-0' 7-0' 6'-0' CIO 3'-11' q b' 3'-11, ; J N❑ ANDERSEN TILT-WASH TRANSOM TWT2417 - 2.34 $F. 4.38 SF. NO t- ' t i t t ,- QO ANDERSEN AWNING AXW31 1.4 SF. 6.8 5F. q SF. NO ��®®�, s 3 6 1T-4 -6 17-4 3 6 ® ANDERSEN TILT-WASH DOUBLE-HUNG TW2442 4.02 SF. 7.01 SF. 10.87 5F. NO Ij 6 '-2' ® ANDERSEN TILT-WASH DOUBLE-HUNG IM1052 6.28 5F. 11.25 SF. 16.04 SF. YES Plan 1 ANDERSEN TILT-WASH DOUBLE-HUNG TW2842 4.64 SF. 8.23 SF. 12.34 5F. NO I. Q ANDERSEN TILT-WASH DOUBLE-HUNG TW2636-2 7.1 SF. 12.46 SF. 19.7 SF. NO /J.ft, ( T❑ ANDERSEN TILT-WASH DOUBLE-HUNG TW2t0410-2 11.66 SF. 20A 5F. 30,1 5F. YES A-6 A-6 Q ANDERSEN AWNING A3535 1.6 5F. 8.1 SF. 11.5 SF. NO i FIRST FLOOR PI-,AN Scale- 1/4' s I'-O' ANDERSEN AWNING AW251 - 3A SF. 5.6 SF. NO FIXED UNIT SHEET 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF Tr4E LARGE MISSILE TEST OF A5TM E 1996 AND OF ASTM E IWG. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/10 AND A MAXIMUM SPAN OF 8' SHALL BE _ PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS 3 , MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. 3. PROVIDE DP RATING OF 50 MINIMUM U.O.N. s s.'thn.'qA,7 7-:,;6 'i .,•,. �,, DOOR SCHEDULE EXTERIOR DOORS . SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS :.�. O 3a x Ilkb THERMA-TRU FIBER-CLASSIC FCM62 20 5F. 20 SF. architecture,p.c. 3 x 6 TNERMA-TRU INSULATED STEEL Q 20 5F. 20 SF. FIRE D00T2 W/ SELF CLOSING HINGES O3 q4'x 7 Q GLOPAY OVER}IF�D 63 SF. 63 SF. OWNER 10 SELECT STYLE P.O.BOX 1254 JAMESPORT,NY II947 tl f'�4 "•'i 4 ur=` PHONE(63I)779-2832 FAX(63I)779-2833 .`F�.#•��41 ;' ® 6 z b ANDERSEN FRENCNWOOD 1RAN50M FWT6011 15,31 SF. .1 SF. OWNER TO SELECT OPERATION ��.$".2P`»•`�.*��,s i � !Z FRENCHWOOD GLIDING ' 5 3 x b THERMA-TRU CLASSIC-CRAFT GCM60/2-CCM3400SL(14) 20 SF. 35. SF. 6¢x 6 it ANDERSEN FRENCHWOOD TRANSOM FWT6011 16.72 5F. 47.1 SF. ^ Y FRENCHWOOD IN FW1160611 OWNER TO SELECT OPERATION a 14.55 SF. 41.81 SF. 5 x 6 ANDERSEN FRENCHWOOD TRANSOM FWT5411 FRENCNWODD IN-SWING FWN54611 OWNER TO SELECT OPERATION : � c ,. . INTERIOR DOORS k SYMBOL SIZE TYPE REMARKS 34 x 6 4 HINGED FIBERGLASS INSULATED EXTERIOR DOOR AI " _s- •:_:° A-b OB 2 Q x 6 HINGED STEEL INSULATED O 4 p x 6 DOUBLE HINGED STYLE TO BE SELECTED BY OWNER 2ax 6 a HINGED STYLE TO BE SELECTED BY OWNER Proposed New Residence an 4 r t 21 x b� Detached Garage For: HINGED STYLE TO BE SELECTED BY OWNER flYta 34 x b�' HINGED STYLE TO BE SELECTED BY OWNER Sterling 17'4 OG 2 E x 6 Q POCKET WITH HEAVY DUTY GRANT HARDWARE STYLE TO BE SELECTED BY OWNER ,• :,' ,'_...„.c.. O 3 x b!! POCKET WITH HEAVY DUTY GRANT HARDWARE STYLE TO BE SELECTED BY OWNER Harbor, Inc. 5'-8' 3'-0' 3'-0' 5'-8' OJ 3�`x 6!f BYPASS WITH HEAVY DUTY HARDWARE STYLE TO BE SELECTED BY OWNER 2 x b HINGED STYLE TO BE SELECTED BY OWNER (4) 2 X 02 O 2 x 6 HINGED STYLE TO BE SELECTED BY OWNER 50LID POST A-6 PROVIDE DOUBLE GK .'•., :� <` of . AND KING STUDS 01 EACH b �f �..•. 51DE OF HEADER. F1 LL ---------- ---------- ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. HEIGHT FROM 5UBFL DOR 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE M15SILE TEST OF ASTM E 1996 AND OF ASTM E 1886. IF If^PACT TO UNDERSIDE OF FTER _ •� -�., '.,';,� �''�' '�1 RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/ib" AND A MAXIMUM SPAN OF 8' SHALL BE s _ f- PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS -- ------- ------- -- ---- ------- I I I MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-. © P 550 Sterling Woods Road 'a �a'1Yr jn'i I I I � i i I I Southold, New or FLAT (3) I /4 X 9-1/2 1.9E LVL HEADER I S.C.T.M.# I ; SLOPED _ k a I i FLAT yj�SLOPEp - REVISIONS F x / CEILING I ! I I I CEILING I CEILING - - - - - - - - - - - - - - -- - - - Y ^ ' 04 PLATE HEIGHT I I "' ,I I I _� % I (4) 2' X6 I I I I - '' s; IEIL i 50LID POSTI I I I O I I TO SUPPORf 4�. .;iu FjT VALLEY RA ER I I I •.G rye>.; .4r�- / I SLOPED I FLAT I I 20.N 8 COLLAR TIES ' q v CEILING �I CEILING i ' I I o , r •. I@ 16 O.C. I I I SLOPED i / ----- 2' 4' G.J. � � I `� :2 X 4 G.T.i GEILiNG / �I _ I ' ----- @ Ib O.C. BEDROOM I i .� @ I6 O.0 Via.; y.gip i K I `j I I £ I CARPET i FLAT I / Hm r I �� I I i� CEILING�:"z ;_s.t:t•y:.,. I ® I � I I i 4I-I/: 4i z I o O FLAT SLOP >,- ",y•vt°� p CEILING I CEILI cu- • I I , - I O O N it r .., NU I ----- --- I t r 2' X 10' ROOF RA FTER --- --------------------- 6-b I 6 / ' ON CENTER W.I. iI CARPET ' O i ►-=, { -; - I Q�% co 3 (4) 2 X 4 SOLID POST OPEN T BLOWZb x I /- s.r , I (TYPICAL) O E.°;<) I / r1 j BATH PROVIDE 4 *; "" 4f$ / • / I `r ' ' BEAM 2 3/4' X 9-I/2' 1.9E LVL CEILING BEAM -3/ ' le IAE LV1 1 I I I ADDITIONAL PLATES O CERAMIC-TILE L__ 2 I-3/4 X 9-I 1.9E LVL CEILI. _?f _ raj in - - OVER WINDOW BAY / , 1 I I I1 I I WALL TO REST O j= I 5'-0' Iu b' 10'-0 ='c J 4 15'-i' -I 11-0 -� 4 3-2 4 5-6 6 t RAFTERS ON. m - 10 BAN I _ O P i. �,� O (n -i , I6 AL RIS i x O G iC TIE a rcx, 20 ` I �? m iv X OL O 41-0' 4" 110-2' r, U i I I PROVIDE DOUBLE JACK AND KING STUDS ON EACH / I / - Il- J I SIDE OF HEADER. TYPICAL O j a I v I S J FOR ALL OPENINGS OVER LO I 4° 4'-4' 4- 1 LOFT ----- �7 I i 4'-0'.. RP1[ ET i ii I _ I OAK FLOOR N WINDOW SCHEDULE SEA 2' X @ I16, O.C. COLLAR TIES CAR ET1. OS FLAT SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNITAREA EGRESS REMARKS BOOM A II© % I , ci I ® ANDERSEN CASEMENT CWI4 6.6 SF. 7.2 SF. 9.5 5F. YES �v FLAT I N d ; CARPET I ------------------� -- I !p _ CEILING i �" `� I -------- ---- --------------- - I � x�° Ii I ® ANDERSEN CASEMENT CW24 13.1 5F. 14.1 SF. I8.8 SF. YES Oe' r� b' -----6it b' 4' 0 13'-0' -�'� b' 20'-6' 6° 7 I 14'-0' 4� N 6--- I-- / b �� m, �_ ' I % I a' I / I I ANDERSEN TILT-WASH TRANSOM TWT2610-2 8.66 SF. 17.1 SF. 28.5 5F. NO '. i . I J - --- --- I I G ' 2 X 4 C I ,�, I -- --- -- J, j i ❑ TILT-WASH DOUBLE-HUNG TM642-2 / i l @ I6 O.G. ", N u " I / CEILING I ! I I BEDROOM 3 ANDERSEN TILT-WASH TRANSOM TWT2610-3 10.65 SF. 21.48 SF. 37.47 5F NO a=' 2' ) W COLLAR TIES I / i CARPET , I ❑ TILT-WASH DOUBLE-HUNG TW2636-3 0 9 I I w I / I I 0 ❑ 0 ❑ I I I SLOPED @ I6 O.C. FLAT I SLOP j I I I I / SLOPED FLAT F T -SLOPED CEILING CEILING CEILING I ---- -- - --� I CEILING C ILING CEILING I ❑ ANDERSEN EICIN,� I CEILING C - 4.64 S 9.23 S 15.14 S NO _ I FLAT I / � � ------- I i j �--- --- � E TILT-WASH DOUBLE-HUNG TW2942 N I CEILI I i 10-I PI ATE HEIGHT x: 0- PLATE HEIGHT i % _SLOPED _! b I I I�, / I b'-I' PLATE HEIGHT in ANDERSEN TILT-WASH TRANSOM TWT2410-3 6.82 5F. 17.82 SF. 32.61 SF. NO jCEILING in I aZ I i I ❑ TILT-WA514 DOUBLE-HUNG TW2432-3 Copyright 2012.STROMSKI architecture,p.c.All rights X 9-I/2' 1,9E LVL HEADER I I I / I (3) 1-3/4' X 9-I/2' 1.9E LVL HEADER I ! reserved The Architect resmes the right to reproduce this I o _ ANDERSEN TILT-WASH TRANSOM TWT2410-3 9A SF. 19.74 SF. 35.1 SF. NO design in its entirety or any portion thereof.Unauthorized alteration of these docwtlents is a violation of the New York x- TILT-WASH DOUBLE-HUNG TW243G-3 ® I N Q' I ® ® ® Sure Education Law.These drawings and specifications are {. ISic an instrument f service and are the property of the Archireer. ANDERSEN TILT-WASH TRANSOM TWT2410-2 8.04 SF. 15.72 . 26.68 5F N0 __-_ These drawings and specifications are not to be used on any I - ------ ----� ---- _-__-� - - -- -- �_-___- I other roect,exc except written ermission of the Architect. t___- ---__ t----- ----� TILT-WASH DOUBLE-HUNG TW2442-2 P i CP y P 2' X 8' ROOF RFATER 2' X 8' R RFATER ❑J ANDERSEN TILT-WASH DOUBLE-HUNG TM436 3.3 SF. 5.73 SF. 9.23 SF. NO PROJECT NO. I2 AR003 PROVIDE DOUBLE CK PROVIDE: DOUBLE JACK AND KING STUDS EACH @ ib' CENTER @ I6' ON C ER AND KING STUDS ON EACH ❑K ANDERSEN AWNING A321 2A SF. 7.8 SF. 12 SF. NO I ' SIDE OF HEADER. LL SIDE OF HEADER, FULL SCALE AS SHOWN DATE 04/I6/I2 a i, HEIGHT FROM SUB HEIGHT FROM SUBFLOOR L ANDERSEN TILT-WASH TRANSOM TWT2410-3 15.21 SF. 2q.31 SF. 47.43 5F YES TO UNDERSIDE OF ER - TO UNDERSIDE OF RAFTER ❑ TILT-WASH DOUBLE-HUNG TM452-3 DRAWN BY WP CHECKED BY Rs -- ❑M ANDERSEN TILT-WASH TRANSOM TWT2817 - 2.74 SF. 4.95 5F. No TITLE s : ANDERSEN TILT-WASH TRANSOM TWT2417 - 2.34 SF. 4.38 5F. NO V-0' 3'-0' V-8' 4-10 I/2' 3'-T 3-7' 3'-7' 4'-10 1/2' 5'-8' 3'-0' 3'-& 5'-8' O❑ ANDERSEN AWNING AXW31 1.4 SF. 6.8 SF. 9 SF. NO ANDERSEN TILT-WASH DOUBLE-HUNG TM442 4.02 SF. 7.01 SF. 10.87 SF. NO =t ; 3'-0 1T-4' C2( 174 3'-6' Second Floor ® ANDERSEN TILT-WASH DOUBLE-HUNG TW2it2 6 28 SF. 11.25 5F. 16.04 SF. YES ® ANDERSEN TILT-WASH DOUBLE-HUNG TW2842 4.64 SF. 8.23 SF. 12.34 SF. NO Flan ' b ,-2' ❑S ANDERSEN TILT--WASH DOUBLE-HUNG TM636-2 7.1 SF. 12.46 SF. 193 SF. NO a •. T❑ ANDERSEN TILT-WASH DOUBLE-HUNG TP010410-2 11.66 SF. 20.9 SF. 30.1 SF. YES y ❑U ANDERSEN AWNING A3535 1.6 SF. 8.1 SF. 11.5 SF. NO V ANDERSEN AWNING AW251 3.9 SF. 5.6 SF. NO FIXED UNIT -b A-b A NOTES: t S.ECOND FLWR FLAN Scale: 1/4' = 1'-0' 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E UNLESS NOTED OTHERWISE. SHEET -4 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E IBM. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6' AND A MAXIMUM SPAN OF V SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R3012.1,2 ON SHEET W-1. ' 3. PROVIDE DP RATING OF 50 MINIMUM U.O.N. �. ' r: I;ft . .0 1-4 LLy�,a DOOR SCHEDULESri -MMSK -•��_ , Y. ;r•;.> { architecture,p.c. EXTERIOR DOORS REMARKS SYMBOL SIZE MANUFACTURER TYPE DE5IGNATION VENT AREA U iT AREA ,k OI 3Q x b ri TNERh1A-TRU FIBER-CLASSIC FCM62 20 SF. 20 5F. P.O.BOX I254 JAMESP R , 3 x 6 THERMA-TRU INSULATED STEEL Q Q 20 SF. 20 SF- FIRE DOOR W/ SELF CLOSING HINGES PHONE(63I)779-z832 FAX(63I 779-2833 A qQ x 7 Q CLOPAY OVERHEAD 63 SF. 63 SF. OWNER TO SELECT STYLE 15.31 SF. 47.1 SF. OWNER TO SELECT OPERATION x b Il ANDERSEN FRENCHWOOD TRANSOM FWT6011 FRENCHWOOD GLIDING Qx 6 l! r 3 20 5F. 35.4 SF. -CRAFT THERMA-TRU CLASSIC CCM60/2-GCM3�IOOSL 14 Q x b n 16.72 5F. ANDERSEN FRENCNWOOD TRANSOM FWTb011 b FRENCNWOOD IN-SWING FWH60611 OWNER TO SELECT OPERATIONI x 6 Q 14.55 5F. 41.81 5F. �,, ANDERSEN FRDJCNWOOD TRANSOM II � ,.L.Is=,., �3.�. ..., . FRENCNWOOD IN-SWING FWH54611 OWNER TO SELECT OPERATION ;1pfr:tit; INTERIOR DOORS y T�"".u,,}•'�'w � ', SYMBOL SIZE TYPE REMARKS rw:n1' ii".' O 3Qx b HINGED FIBERGLASS INSULATED EXTERIOR DOOR kt 2Q x b HINGED STEEL INSULATED Proposed New Residence and ! R Q 4Qx6� A-b DOUB HINGED STYLE TO BE SELECTED BY OWNER Detached stage For.- LE ,4, 2 Q x 6 n HINGED STYLE TO BE SELECTED BY OWNER ry, s ,: Sterling 2 x 6 HINGED STYLE 70 BE SELECTED BY OWNER ] �. 3 Q x b Q HINGED STYLE TO BE SELECTED BY OWNERHarbor, Inc. 0 2 x 6 Q POCKET WITH HEAVY DUTY GRANT HARDWARE STYLE TO BE SELECTED BY OWNER oy' 3 Q x b Q POCKET WITH HEAVY DUTY GRANT HARDWARE STYLE TO BE SELECTED BY OWNER ` • E 4 w - ti OJ 3 x b BYPASS WITH HEAVY DUTY HARDWARE STYLE TO BE SELECTED BY OWNER 6,X-Ili OK 2�x 6 4 HINGED STYLE TO BE SELECTED BY OWNER SO L 2 x b HINGED STYLE TO BE SELECTED BY OWNER SOLID POST 2'-0r 4-b 2 Tr. TYP. - A-b - I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E IBB6. IF IMPACT RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/10 AND A MAXIMUM SPAN OF 8' SHALL BE 550 Sterling Woods Roa 21-Ol SO(4)I2 POST PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS N2' X 8'R.R. MUST BE FASTENED A5 PER TABLE R3o12.1.2 ON SHEET W-i. Southold, New York TO SUPPORT VALLEY RAFTER - - - - - - - - _ - - - - - - - - - -� tb" O.G. S.C.T."vL# @ A, REVISIONS 2' X 8'R.R. @16, O.C. 2 X10 ROOF RAFTER O F 'r I - - - - - - - - - - - - - - - - -� I @16 O.C. 2' X 10' ROOF RAFTER -1 ' y'A,�?t. °ks•, 2' X8'R. I @I6 O.G. - - - - -- - - - - - - - - - - - -"- l r - - - - � I O 2' X W ROOF PAFTEI= I •> '{ :? - -U 1 1 @ 161 O.C. tu 1 ( 1 \' fi i sa' ll JJ 9, x o 10' ROOF RAFTER I fu + "v til I I I I x 2 X 4" WOOD STUD WALL FRAMED FROM TOP OF CEILING r N I I BEAM TO UNDERSIDE OF RAFTERS I I I I I i - - - - - - r r 4 2' X 4' 50LID POST II I 1 O I - 1 I I I (4) 2 X 4 SOLID POST i DOWN TO CEILING BEAM iF�l AW DOWN TO CEILING BEAM BELOW I I I O I 1 r � FRAMING NOTES: RAFTERS SUPPORT 1 (4) 2 X 4 SOLID POST O ' . DOUBLE CEILING B BLOW V I I 1 I DOWN TO WALL BELOW I I -^, -2' X 12 RIDGE BEAM I PROVIDE 2' X 4' RAKE (2) 2' �( �2" RIDGE BEAM 1 I (2) 2 X 12 RIDGE BEAM 1 (2) 1'-6' ALL RRAAKAE OVERHAPNAGS. FOR7 WINDOW SCHEDULE I I FLYERS MUST EXTEND BACK O TYP. 1 ON MAIN ROOF THREE RARER GLASS AREA Utr1T AREA EGRESS RF]1ARIKS ' - - I _ - - - - FRAMING NOTES. o's - - - - - - _j L - _ SYMBOL MANUFACTURER TYPE DESIGNATION v>�vr AREA $ _ J FRAME REVERSE GABLES - - - - - �� I I BAYS MINIMUM. ANDERSEN CASEMENT CW14 6.6 5F. 72 SF. 9.5 5F. YES FIRST THEN OTHER ROOFS N d I I - - - I I I i © ANDERSEN CASEMENT CW24 13.1 5F. 14.1 5F. 18.8 SF. YES SEAL I I 1 I I x d 1 1 1 1 1 1 1 I 11 I I L - - - 1 _ J N _ _ J - - J I I L - v - - - J I ANDERSEN TILT-WASH TRANSOM TWT26f0-2 8.66 SF. 17.1 SF. 28.5 SF. NO - � - - - - _ _ � I J I i I � El TILT-WASH DOUBLE-HUNG Tw2642-2 �Cp � C I I I - - - W �`r I o m. 1 I ANDERSEN TILT-WASH TRANSOM TWT2610-3 10.65 SF. 21.48 SF. 37.47 SF NO �,�(, S. to 1 F I - 1 © TILT-WASH DOUBLE-HUNG TW2636-3 it 1 I it y�� it i X 4� 1 x II I I I i 1 C' I I E ANDERSEN TILT-WASH TRANSOM TWT2810 4.64 SF. 9 23 SF. 15.14 SF. Now l t� TILT-WASH DOUBLE-HUNG TW2642 Y 5 ;,. t I i I I x G I X I I Q I I I I JANDERSEN TILT-WASH TRANSOM TWT2410-3 8.82 SF. 17.82 SF. 32.61 SF, NO 44 `�' 1 I I a TILT-WASH DOUBLE-HUNG 1W2432-3 T 916 y r 'S7 a 9 a 2" X 10' ROOF FTER I I I 2" X 10" ROOF ER I ANDERSEN TILT-WASH TRANSOM TWT2410-3 9.9 SF. 19.74 5F. 35.1 SF. NO F I @ 16 b.c. 1 I I G OF N 1 I - - _j I TILT-WASH DOUBLE-HUNG TW2436-3 - 11 1 L - - - - - - - - - - - - - - - - - - - - -- - I L - -� g - - - , - - ANDERSEN TILT-WASH TRAN50M TWT2410-2 8.04 SF. 15.72 SF. 26.68 SF NO - - - - - - - - - - I 0 IIII f - �� 1 2' X 10' ROOF RAFTER I I I I 1 I TILT-WASH DOUBLE-HUNG TW2442-2 Copyright 7012.sTROMSKI architecture,p.c.All rights ;. E ` ty reserved.The Architect reserves the right to reproduce this QJ ANDERSEN TILT-WASH DOUBLE-HUNG TM436 33 5F. 5.73 SF. 9 23 5F. NO design in its entirety or any portion thereof.Unauthorized i I I I 2 X 10 ROOF RAFTER I I nK Al Jp Q1 AWNING A321 2.6 5F. 7.8 SF. 12 SF. NO alteration of thesew.These documents is a violation pe the New York c State Education Law.These drawings and specifications are I@ Ib O.C. an instrument of service and are the property of the Architem 1 I I I I I ANDERSEN TILT-WASH TRANSOM TWT2410-3 15.21 5F. 29.31 5F. 47.43 SF YES These drawings and specifications am not to t used hi any n I I 1 oc I I _ _ - - - - -- - - - - - I TILT-WASH DOUBLE-HUNG TW2452 3 } other project,except by written permission of the Architect. I _ _ ( u l- - - - - -- PROJECT NO. I2-AR003 2' X 8'R. - - - - - - - -- J J r r 2" X 8'R.R. L' - - - - - - - - - - - - - - --- - 2' X OR.R. QM ANDERSEN TILT-WASH TRANSOM TWT2817 - 2.74 SF. 4.98 5F. NO L - - - - - - - - - - - - - - - -- 2 XBR.R. s r @I6' O.C. @ 16 O.C. @ 16, O.C. x d @ 16 O.C. NO ANDERSEN TILT-WASH TRANSOM TWT2417 - 2.34 SF. 4.38 5F. NO SCALE AS SHOWN DATE 04/16/I2 i ❑0 ANDERSEN AWNING AXW31 IA SF. 6.8 SF. 9 SF. NO ' ' DRAWN BY WP CHECKED BY RS 2-0 - © ANDERSEN TILT-WASH DOUBLE-HUNG TM442 4.02 SF. 7.01 SF. 10.67 SF. NO TYP ® ANDERSEN TILT-WA511 DOUBLE-HUNG TW21052 6.28 SF. 11.25 5F. 16.04 SF. YES TITLE ® ANDERSEN TILT-WASH DOUBLE-HUNG TW2842 4.64 SF. 8.23 5F. 12.34 SF. NO R ANDERSEN TILT-WASH DOUBLE-HUNG TW2636-2 7.1 SF. 12.46 SF. 19.7 5F. NO Q ANDERSEN TILT-WASH DOUBLE-HUNG TW I0410-2 11.66 5F. 20.9 SF. 30,1 5F. YES Roof Pall ❑U ANDERSEN AWNING A3535 1.6 5F. 8.1 5F. 11.5 SF. NO �V ANDERSEN AWNING AW251 - 3.9 SF. 5.6 5F. NO FIXED WIT .. NOTES: 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E I8B6. IF IMPACT i RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF V SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS P 1 MUST BE FASTENED AS PER TABLE R30I.2.1.2 ON SHEET -1 } 3. PROVIDE DP RATING OF 50 MINIMUM U.O.N. i ROOF PLAN Scale: 1/4' = 1'-0' SHEET Rr'iF' r A-6 A-bA - 5 a^FYI•-•�.J•{n�<,?.�. t .. a. _; -- -- -- -- -- -- -- OP OF RIDGE u{ 01 -01 architecture,p.c. j?r = • 12 12 112 12 BOX I254 JAMESPORT NY 11947 "�•r�-`'r•,F,.�;�,,fig PHONE(63I)779-2832 FAX(63I)779-2833 I I 1 I I I , ?4 :pti �6 r' I S51 - -- -- -- TOP OF PLATE •k�} .F1�Aat.' 4. Proposed New Residence and 12 —�41/2 I Detached Garage For: e,•: —— — — TOP OF 56J�Gi FRWO R � Sterling .k< TOP OF PLATE Harbor, Inc. LC °° TOP OF SUB FLOOR ,,,;. ,�;,� �I 550 Sterling Woods Road TOP OF F0UNDA7'I0N Southold, New York S.C.T.M.# REVISIONS :, •:'.'. .:._;,, —__ __ __ __ MEAN AVERAGE GRADE Cr %' •. 'JAB°a.sF : H— ' e r Y,.,. +{ •.- TOP OF RIDGE O -3 k� ...,,4 01 A J, �. .�': TOP OF SLAB gb 0 0 a f f :;Gyx BUILDING SECTION MATERIAL NOTES '°F 1 State: 1/4' . I'-0' I i O j�;;x:.*;�:tea, n� I • ROOF CONSTRUCTION 12 12 O 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE T 30 LB. FELT PAPER ao- A , ' 5/5' EXTERIOR GRADE PLYWOOD SHEATHING O •k"` ��^'�' I-3/4' X 14' LVL RIDGE BEAM SEE PLAN FOR PLIES' r 1-3/4' X 11-7/0 LVL RIDGE BEAM SEE PLAN FOR PLIES (2) 2 X 121 RIDGE BEAM 2' X 10' ROOF RAFTERS @ 16' ON CENTER O �,�,.n:,,..,.� , 2' X 8' ROOF RFATERS @I6' ON CENTER 2' X 8' CEILING JOISTS @ 16' ON CENTER _ O 2' X 6' CEILING JOIST @ 16' ON CENTER 2' X 4' CEILING JOIST @I6' ON CENTER 2' X 8' COLLAR TIES AT 16' ON CENTER co 2' X 4' COLLAR TIES @ 16' ON CENTER 12 14 i. WHEN COLLAR TIES ARE PLACED 1/3 OF THE ATTIC WEIGHT BELOW RIDGE 6 O (NO RIDGE STRAPS REQUIRED) o PROVIDE ALUMINUM FLASHING AS REQUIRED ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES `n 12 RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS R77 OR RTIO TOP OF 5118 FLOOR SEAL — -- WALL CONSTRUCTION ff R R R _ __ TOP OF PLATE j Y RED CEDAR SHINGLES RtR PERFECTIONS I — �' �{ STF� (1---1 j 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 15LB. FELT PAPER 12 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4` SHOE AND DOUBLE 2' ?' X 4' TOP PLATE (AS SHOWN ON PLANS) 1 m 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6` SHOE AND DOUBLE 2' X 6' TOP PLATE (AS SHOWN ON PLAN) 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE AND LU -I E-] i�lMOLD RESISTANT WALL BOARD AT BATHROOMS AND WET LOCATIONS) 029�6 w` 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING OF E� 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND N ;J ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR GRILLE PATTERNS) ` PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION Copyright 20I2.STROMSKI architecture,p.c.All rights CONNECTORS AS PER SHEET W-2' TOP OF 50 Flamm reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized FLOORCON5TRUCTIONhuwl alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are n an instrument of service and are the property of the Architect FLOOR FINISHES AS PER PLAN TOP 0� FOl1NDATION These drawings and specifications are not to be used on any 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING BY;'ADVANTEC' NAILED other project,except by written permission of the Architect i AND GLUED 9-1/2' TJI 110 WOOD-I FLOOR JOISTS AT 16' ON CENTER (SEE PLANS) PROJECT NO. I2-AR003 14' TJI 560 WOOD-1 JOISTS AT 12' ON CENTER (SEE PLANS) ' 14' TJI 360 WOOD-I JOISTS AT 12' AND 10 ON CENTER (SEE PLANS) SCALE As sxoWN DATE 04/I6/I2 II-7/8' TJI WOOD-1 JOISTS AT 16' ON CENTER. (SEE PLANS FOR NUMBER OF PLIES) _1 MEAN AVERAGE GRADE DRAWN BY WP CHECKED BY Rs FOUNDATION CON5TRUCTION i 6 TITLE (2) 2' X 8' ACQ SILL PLATE WITH SILL SEAL AT HOUSE ,a. 'COP-R-TEX' TERMITE SHIELD i 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY _ TOP OF SLABglN OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WIT WIN 12' ' 4 Building i ~ of EACH CORNER. PROVIDE WOLDDOWN AS PER SWEETS W-1 AND W-2 __ __ TOP OF FOOTING 10' POURED CONCRETE FOUNDATION WALLS ;., 24' X 12' POURED WALL FOOTING WITH KEY WAY JOINT (3 - 1d5 :. Sections i REBAR AT BOTTOM OF FOOTING) 5...: i-3/4' X 14' I.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) 1 1-3/4, X II-7/8' 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) 4' X 4' X 114' AND 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL TUBE 2 BUlLDiNG SECTION scale: va' = 1'-0' 1 COLUMN W/ 1/2' THICK TOP AND BASE PLATES SEE PLAN FOR LOCATIONS A-6 SEE FOOTING SCHEDULE FOR POURED CONCRETE COLUMN FOOTING SIZES 4' POURED CONCRETE FLOOR SLAB WITH 6' X 6' 1.4/1A W.W.M. BASEMENT WINDOWS AS PER SCHEDULE SHEET ,.•,'- .,A,` DAMPROOF ENTIRE FOUNDATION BELOW GRADE -nYytti:Y„''rk:al PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SWEET W-2 k= 4` IN5ULATION NOTE5 A - 6 R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING R-30 INSULATION AT FLAT AND VAULTED CEILINGS R-21 INSULATION AT SIX INCH EXTERIOR WALLS rr..r tA.•.. HIGHESTI E ,`f F��,.�r,r•K�, J -BUJ11 ll architecture .c. A - 8 lL I L t 11 L 11 Lll P.O.BOX I254 JAMESPORT,NY II947 PHONE(631)779-2832 fu FAX 63I)779-2833 1 1 I UU UU '.j.�':�_' &; kt .,F `,, IJ lU l �111L 1 44 -11_ a ':x;r•t' a• - ,Y1�;Jws f4f5ya.1' � ® Ult I x.,�^vv44 f,,��,•;�� U SECOND FLOOR Proposed New Residence and ::4.;�•_rh�� - - Detached Garage For: sue. r { { Sterling t� x I - - arhor Inc. Jill 11111 III IIIIIIIIIIIIIIIiii Jill Ill I kiiiiii I I ELI haxt b I SFLOOR 'Y r•�". .ate F?., —— r�y I I I I I I I I SSO Sterling Woods Road "er I I I I I I I I Southold, New York I I I S.C.Ti.M.#� _, BUILDING ELEVATION I I •� I I I I i I I :-� „ ;,-: Scale: I/4' = I'-0' I w:: : " ` RIGHT SIDE I I I I i I I I I REVISIONS � A-a I I I I I I I i I 10' POURED CONCRETE FOUNDATION WALLS WITH 12' X 24' POURED CONCRETE WALL FOOTING o /6��"v�•;s�.� I { O I I I I I I I I O •':Y' Ji1Y — — — — — — — — — — — — T O L- - - - - - -1 - - - - - - - - - -L - - - - - - - - - - - - - - -1- - - - - - - - 1 - - - - - - - - - - L — � } i TOP OF RIDGE Y I 01 -0' 11 All w4y t 0 All BLDG. ELEVATION NOTES: u I 11 1 tl U UJ U I� I 1L l 1l ll_ 1 L O ROOF NOTES L�_� I u UJ I I I I 1 u U u_ ` 30 YEAR ARCHITECTURAL ROOF SHINGLES. •. J FLASH AT ALL ROOF BREAKS. PROVIDE IUL 111 L I O }* 11 ICEIWATER BARRIER IN ALL VALLEYS AND >,.y... AT ALL ROOF EDGES I LJ U RIDGE VENT - CONTINUOUS WHERE O APPLICABLE ll „ U. 1 1 O - i t U 1�J U k GABLE FASCIA NOTES: L t �; Ill 1 I' X 5' RAKE FASCIA 10 GABLE OVERHANG U 1 SEAL 5/4' T4G VERSATEK SOFFIT - L 1' X 5' RAKE FRIEZE BOARD 1 { V X 4' RAKE FRIEZE CAP FASCIA AND SOFFIT NOTES: F 111111111111111 Jill I' X W FASCIA f 5/4 �TEK SOFFIT t� 10 STAINLESS TEEL SCREEN SOFFIT VENT I2 FULL FRIEZE BOARD —_ 12111111111 11111 It Jill - TOP OF SUB FLOOR O� �4 1/2 .� - �,� SIDING NOTES: Copyright 2012.STROMSKI architecture,p.c.All rights I I [ reserved.The Architect reserves the right to reproduce this - RED CEDAR RtR PERFECTION SHINGLES l design d. its entirety of any portion thereto Unauthorized INSTALLED 5' ERTO,THE WEATHER OVER alteration of these documents is a violation of the New York ro 15LB FELT PAPER. SIDING TO BE I [ FACTORY STAINED PRIOR TO State Education Law.These drawings and spedfications are INSTALLATION FOR BEST an instn:ment of service and are the property of the Architect These drawings and sptafiwtions are not to be used on any I PERFORMANCE• other project,except by written permission of the Architect i RAILING NOTE: PROJECT NO. IZ AR003 _ � SCALE AS SHOWN DATE 04/I6/I2 s - 36 HIGH GUARDRAIL TOP AND BOTTOM s, RAIL WITH 5/4' BALUSTERS SPACED DRAWN BX WP CHECKED BY RS fill TOP OF SUB FLOOR t• S' ON CENTER. O BE CONSTRUCTED SO ILTNATING TA 4 SPHERE I [ ] 1 I I 1 [ � I I I- ] - - -- TITLE ` MAY NOT PASS THROUGH ANY I [ I T [ I 1 I_ I I OPENING. M. - 34' HIGH HANDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUST1�tS SPACED 5' ON CENTER. RAILING TO BE I I I CONSTRUCTED SO THAT A 4' SPHERE Building MAY NOT PASS THROUGH ANY I I I I I I III III I I 1 OPENING. I I i I I I I I I Elevations f ' I I I I I l III III I I I Z I I I I 4 I I I I I I L'— 10' POURED CONCRETE FOUNDATION I I I I Z BUILDING ELEVATION Eb Scale: 1/4' g V-O' - - - - - WALLS WITH 12' X 24' POU .1 I A-S LEFT SIDE CONCRETE WALL FOOTING Z I I SKEET r `f I : Y, - - - - - .§:��??;,�"y L - -t-� - - - - -1-- -- - � ._ - - - - - - - - - � - -RECJUIRED.-(-T�ICAL}- - - - - - - - - - - - T - - - - - ..✓� i- Cif A",{ i p I 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF 714E ATTIC — — SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGE4 RAFTER TO RAFTER CONNECTIONS S r�.�lOMS J 11_ architecuire,p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 RAFTER'. SEE PLAN FOR u� SIZES A1ND SPACING ac RIDGE. SEE PLAN FOR SIZES w RAFTER. SEE PLAN FOR SIZES AND SPACING HEADER:. SEE PLAN FOR SIZES U CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'U5P' 5 TRUCTURAL CONNECTOR FOR RAFETR AND STFUDS THAT ARE OFFSET:. MODEL# RT7/REF# N2.5/H5 (585 LBS UPLIFT) I TOP OF PLATE TOP OF PLATE h RAFTER TO PLATE CONNECTI NV RAFTER TO PLATE CONMIECTION EILING JOIST. SEE PLANS FOR SIZES AND SPACING Proposed New Residence and 'USP' STRUCTURAL CONNECTOR Detached Garage For: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIXES 'USP' STRUCTURAL STRAP Sterling HEADER. SEE PLAN FOR 'USP' STRRUCTURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER AND 5TU)D5 THAT ARE THE TOP PLATE AT WINDOW Harbor, Inc. IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (5B55 LB5 UPLIFT) OR TO TABLE 3.313 ON SHEET RT20 (RIEF H7) (1105 LBS 4'-0" OR LESS ROUGH OPENING W-I FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE / NOTES FOR SIZES 4 TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOFR WALL STUD. SEE MATERIAIL NOTES FOR SIZES FOR OPENINGS LESS THAN AND IAkL NG 4 0 USE SINGLE JACK AND 'U5P' STRUCTURAL STRAP FEULDL HEIGHT STUD AT EACH SSO Sterling Woods Road MODEL# LTWI2 (REF #LTS 12) Southold, New York (735 LBS UPLIFT) MAY ALSO 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.# JOIST CONNECTOR (UPLIFT 990 1_135) MAY AL50 BE USED AS A STUD TO REVISIONS SINGLE SHOE. SEE MATERIAL NOTES 'AD55' USP CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. O FOR SIZES CARRIDGiE BOLTS FASTEN TO DOUBLE STUD. A 5/B' DIAMETER THREADED ROD CONNECTS 'U5P' STRUCTURAL STRAP O UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE BOX BEAM DOUBLE 'STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNIDATION AS SHOWN. (620 LBS UPLIFT) O O TOP OF SUBFLOOR AK /-6 TOP OF SUB FLOOR _ _ _ O STUD TO STUD CONNECTION STUD TO STUD CONNEC-PION O � II BOX BEAM OR RIM JOIST. II SEE PLAN FOR DETAILS II O'USP' STRUCTURAL STRAP 'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8' TO O MODEL# L5TA30 FOR B' TO 10' JOISIr USE LSTA36 FOR 10' JOIST USE LSTA36 FOR 12' JOIST. (REFER TO TABLE O FLOOR DIAPHRAGM BRACING WITHIN 12' JOIST. (EACH STUD) 3.313 ON SHEET W-1 FOR LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.313 ON NAILING !SCHEDULE) O INTERVALS SHEET W-1 FOR NAILING SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR O NOTES FOR SIZES SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4-0" FOR OPENINGS LARGER THAN O 4'-0' USE DOUBLE JACK AND O FULL HEIGHT STUD AT EACH EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING END, O NOTES FOR SIZES AND SPACING O ADDITIONAL 'USP' STRUCTURAL STRAP 'USP' STRRUCTURAL STRAP MODEL# L.STAIB FOR 8" TO 10' JOIST SEAL USE L5TA24 FOR 12" JOIST FOR MODEL# LTWI2 (REF #LTS 12) OPENINGS GREATER THAN 4-0" (735 LBS UPLIFT) MAY AL50 BE USED AS A STUD TO RIM JOIST CONNECTiOR EACH STUD CO 4z- IADS51 USP CONNECTOR WITH (2) 3/4 CARRIDGiE BOLTS FASTEN TO ANCHOR SINGLE SHOE. SEE MATERIAL NOTES BOLT ' WITH 50 DIAMETER THREADED ROD AND FOR SIZES THREADI£D COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS }/ Q AND STRAPPING FROM ROOF TO FOUNDATION 02916� <Q AS SHOWIN. F E` .- FLOOR JOIST. SEE PLANS FOR SIZESr BOX BEAM/RIM Copyright 2012.STROMSKI architecture,p.c.All rights JOIST TOP OF SUBFLOOR �TOP OF SUB FLOOD reserved The Architect reserves the right to reproduce this _ _ _ _ _ design in its rntirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration ofthese' doaimese is a violation ofthe Ne ns are 11 State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. . . These drawings and specifications are not to be used on any HPAHD22 (4760 MODELM HPAHD22 (4760 other project,except by written permission of the Architect. LBS UPLIFT) LBS UPLLIFT) MAY ALSO BE USED ASS A CORNER HOLD PROJECT NO. I2-AR003 I DOWN 5EE FOUNDATION 11 II �r \ II FLOOR DIAPHRAGM BRACING WITHIN I PLAN FCOR LOCATION I IL___________ � — �___ _ L== SCALE As Noted DATE 04/I6/I2 GRADE I I _ =1[-———— LAST TWO BAYS OF FRAMING AT 4'-0" I I I I 1 J J J DRAWN BY WP CHECKED BY RS INTERVALS d GRADE I 'USP' STRUCTURAL STRAP INIMUM COVER TITLE DOUBLE TREATED SILL PLATE OVER 5/BM ANCHOR BOLT WITH 3 SQUARE MODEL# LSTAIB (B70 LB5 UPLIFT) TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' I FOR 8' TO 10' JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES a a ° #4 CONTINUOUS REBAR SET I (EA L STUD) REFER TO M TABLE 4" BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET I 3.313 ON SCHEDULE)EET W-1 FOR NAILING Detail Wall POURED CONCRETE FOUNDATION OR 4" BELOW TOP OF WALL. MASONRY BLOCK FOUNDATION. SEE a FOUNDATION PLAN FOR SIZES. I 'U5P' STRUCTURAL Section & CONNECTOR MODEL# MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36" Elevation d 5/B" ANCHOR BOLT WITH 3' SQUARE BEARING PLATE d. . a WASHERS EVERY 36" a SHEET a W - I I TYPICAL WALL SECTION Scale: 3/4" = 1'-0" 2 TYPICAL WALL ELEVATION Scale: 3/4" = 1'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL �1 TABLE 3.1 NAILING SCHEDULE TABLE 3.3B TABLE R301 .2.1 .2 —;�" _ JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING FASTEST MILE WOOD BORNE DEBRIS PROTECTION FASTENING i ROOF FRAMING UPLIFT STRAP CONNECTION WINDSPEED (MPH) SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D S TJZ_0MSI I RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.3A PER RAFTER REQUIREMENTS 110 120 FASTNER SPADING arclljtectllre, p.c. CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.3A PER JOIST NUMBER OF 8D COMMON CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.7 EACH LAP FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END Paz 4 FOOT LESS PANEL 6 FOOT LESS PANEL P.O.BOX I254 1 1/4'x 20 GAGE STRAP JAMESPORT,NY II947 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.7 EACH LAP FASTENER TYPE PANEL SPAN LESS THANOR EQUAL TO 4 FOOT SPAN LESS THAN OR SPAN LESS THAN OR PHONE(63I)779-2832 FAX(63I)779-2833 12 3 3 COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.4 PER TIE EQUAL TO 6 FOOT EQUAL TO 8 FOOT BLOCKING TO RAFTER (TOE-NAILED) 2-81) EACH END 16 3 4 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 20 3 4 2 WOODD O S6 SCREWS 16, 12' 9" WALL FRAMING 12 28 4 5 2 1/2' #8 16, 16, 12' 32 5 6 WOOD SCREWS TOP PLATE TO TOP PLATE (FACE NAILED;) 2-16D PER FOOT 36 5 7 1 1/2" SPACING FOR 51: 1 inch= 25.4mm, I foot=304.8mm, I pound=0.454kg ALLOWS 14OLDDOWN TOP PLATE AT INTERSECTIONS (FACE NAIILED) 4-16D JOINTS-EACH SIDE 1 mile per hour=l.6Nkm/h INSTALLATION A. THE TABLE 15 BASED ON 110 mph WIND SPEEDS AND A 33 foot MEAN ROOF HEIGHT ENDWALL STUD TO STUD (FACIE NAILED) 2-I6D 24 O.G. P HEADER TO HEADER (FACE NAILED) 16D 16' O.C. ALONG EDGES 12 3 4 B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. , 16 4 5 C. NAILS SMALL BE IOD COMMON OR 12D BOX NAILS. CORNER STUD CONNECTED TOP OR BOTTOM PLATE TO STUD (END-MAILED) 2-I6D PER 2x4 STUD 20 4 5 TO TRANSFER SHEAR 3-16D PER 2x6 STUD 16 24 5 6 'ADSS' LISP CONNECTOR WITH D. WHERE SCREWS ARE ATTACHED TO MA50NART OR MASONARY/STUC:CO, THEY SHALL BE ATTACHED 5/8, DIAMETER ANCHOR BOLT 4-I6D PER 2x8 STUD 32 6 8 UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WIT14DRAWL CAPACITY OF 490 AND (2) 3/4" CARRIDGE 36 7 — POUNDS. BOLTS. SEE FOUNDATION O PLAN FOR LOCATIONS 2—I6D COMMON NAILS AT BOTTOM PLATE TO FLOOR JOIST,BANDJ015T,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D"2 PER FOOT 6" O.C. FLOOR FRAMING 12 5 6 Proposed New Residence and JOIST TO SILL, TOP PLATE OR GIRDER (7rOE-NAILED) 4-8D PER JOIST 20 68 TABLE 3.3A Detached Garage For: BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 24 24 7 - BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END 28 832 - - RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND Sterling BLOCKING TO SILL OR TOP PLATE (TOE4WLED) 3-I6D EAGN BLOCK 36 - - SPEED (MPH) LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D EACH JOIST LATERAL AND SHEAR CONNECTION Harbor, Inc. _T JOIST ON LEDGER TO BEAM (TOE-NAILED,) 3-SD PER JOIST 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF REQUIREMENTS BAND JOIST TO JOIST (END-NAILED) 3-16D PER JOIST IOpsf (2/3xl5psf). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE CEILING 110 120 BAND JOIST TO SILL. OR TOP PLATE (TOE:-NAILED) 2-16D' PER FOOT ASSEMBLY 15 NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF 81)COMMON NAILS NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE RAFTER/CEILING JOIST WALL HEIGHT (FT.) (TOE—NAILED) REQUIRED IN EACH ROOF SHEATHING STRAP. FOR EACH 5 psf INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD, SPACING (IN.) RAFTER AND/OR CEILING JOIST TO THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I TOP PLATE CONNECTION W STRUCTURAL PANELS 8D 6"EDGE/ 12' FIELD NAIL. DIAGONAL BOARD SHEATHING 'FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS THE 12 8-10 3 3 I'x6" OR 15c8" 2-8D PER SUPPORT TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I NAIL I'xIO" OR WIDER 1 3-81) PER SUPPORT AT EACH END OF THE STRAP FOR EACH FULL WALL ABOVE. 16 8 3 3 10 3 4 CEILING SHEATHING S50 Sterling Woods Road GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ 10' FIELD 24 10 5 5 CORNER HOLD-DOWN Scale: 3/4" = I'-0" Southold, New York WALL SHEATHING ' I0D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR SD COMMA NAILS SEE FOUNDATION PLAN FOR LOCATION S.C.T.M.# STRUCTURAL PANELS 8D OEDGE/ 12' FIELD 2 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER REVISIONS FIBERBOARD PANELS AND CEILING JOIST SMALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED O 7/16' 6D 3" EDGE/ 6" FIELD TABLE 3.4 25/32" 8D 3" EDGE/ 6' FIELD FASTEST MILE 'TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SMALL BE INSTALLED IN EACH SIDE OF RAFTER OR O WINDSPEED (MPH) CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 O GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD TOP PLATE HARDBOARD 8D 6"EDGE/ 12' FIELD 110 120 PARTICLEBOARD PANELS 8D OEDGE/ 12' FIELD O NUMBER OF OD COMMONDIAGONAL BOARD SHEATHING ROOF PITCH ROOF SPAN (FT.) NAILS IN EACH END OF O I'xO OR ViV 2-8D PER SUPPORT I V4N 20 GAGE STRAP I'x10" OR WIDER 3-81) PER SUPPORT O O FLOOR SHEATHING 20 6 7 B Y F° STRUCTURAL PANELS 3:12 24 7 8 FRAMING O I' OR LESS 8D 6" EDGE/ 12" FIELD 28 32 - TABLE 3. O GREATER THAN 1' IOD 6" EDGE/ 6' FIELD 36 - - ROOF SPAN (FT.) O DIAGONAL BOARD SHEATHING 1'x6' OR I'x8' 2-8D PER SUPPORT O 12 20 28 36 ENDWALL 12 3 3 T 1'x10" OR WIDER 3-SD PER SUPPORT O ' NAILING REQUIREMENTS ARE BASED CND! WALL SHEATHING NAILED 6' ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL 16 4 4 RAFTER SLOPE RAFTER SPACING IN. REQUIRED NUMBER SPLICE I6D cAt�rION NAILS O ( ) PER HEEL JOINT SPLICE 4�,3,�,6 EDGE TO OBTAIN HIGHER SHEAR CAPACITIIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 20 5 5 PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 4:12 24 5 6 O 28 6 7 ' WHEN WALL SHEA114ING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER 32 7 8 12 4 6 8 II 1 O FOOT. 36 8 - 3:12 16 5 8 If 14 24 6 II 16 21 O A A 12 2 3 12 3 5 6 8 O 16 3 4 4:12 16 4 6 8 11 BLOCKING O 20 4 4 24 5 9 12 16 5:12 24 4 5 28 5 6 SEAL 32 5 7 12 3 4 5 7 36 6 7 5:12 16 3 5 7 9 --_ 24 4 7 10 13 n GIRDER SEE PLANS FOR SIZES t TYPE s?;;�� F� 12 2 3 12 3 3 4 5 16 3 3 7:12 16 3 4 5 6 LAST TWO 20 3 4 24 3 5 7 9 BAYS OF > MODEL# PBS44 (REF# AC'sl) 6:12 24 4 5 FRAMING , r; (UPLIFT 1815 LBS), MODEL# 28 4 5 PBS66 (REF# AC6) (UPLIFT 1815 32 36 5 7 12 3 3 3 4 LBS) SEE PLAN FOR SIZES. 9:12 16 3 3 4 5 OF N tE 24 3 4 6 7 4X4 ACQ POST, 6X6 ACQ POST. SEE PLAN FOR 12 2 2 12 3 3 3 3 Copyright 20I2.STROMSKI architecture,p.c.All rights SIZES 4 TYPE. reserved.The Architect reserves the right to reproduce this 16 3 3 12:12 16 3 3 3 4 design in its entirety or any portion thereof.Unauthorized MODEL# PA44 (REF# 20 3 4 24 3 3 4 6 alteration of these documents is a violation of the New York 7:12 - 12:12 24 4 4 State Education Law.These drawings and specifications are AB44), MODEL# PA66E 28 4 5 an instrument of service and are the property of the Architect (REF# A66E) SEE PLAN 32 5 6 ' NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. JOISTS These drawings and specifications are not to be used on any other project,except by written permission of the Architect FOR SIZES. 36 5 6 T HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A c I I LOADBEARING WALL, HEADER OR RIDGE BEAM. PROJECT NO. I2-AR003 GRADE ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT e WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS SCALE As Noted DATE 04/I6/I2 MINUS 2/3 OF THE ROOF ASSEMBLY DEAD LOAD (2/3 X 10 PSF). TO A LOADBEARING WALL, THE TABULATED HER JOINT CONNECTION REQUIREMENTS SHALL BE ' WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. DRAWN BY WP CHECKED BY RS 5/8' DIA. ANCHOR BOLT THE STRAP 15 EQUAL TO I AND THE FRAMING 15 ATTACHED IN ACCORDANCE 4 EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP BLOCKING TITLE WITH 10' MINIMUM WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT SPLICES. \\—AT 4'-0" EMBEDDED LENGTH INTO R INTERVALS 4. CONCRETE WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER s TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES TIE NEED ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE OF IOD COMMON NAILS REQUIRED IN EACH END OF THE COLLAR 4 NOT EXCEED THE TABULATED NUMBER OF SD NAILS IN A STEEL STRAP. LOCATED HIGHER IN THE ATTIC SPACE, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SECTION A-A SHALL BE INCREASED BY THE FOLLOWING FACTORS: Tables, ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12" RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACINGS, MULTIPLY THE CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT Schedules and TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. IF THE FACTORS NUMBER OF NAILS IN EACH END OF EACH RIDGE STRAP EXCEEDS 8, SPECIAL Diagrams CONNECTION HARDWARE IS REQUIRED. 4/5 5.0 2 TYPICAL FLOOR AND ROOF BRACING Scale: 3/4' = I'-0" 3/4 4.00 2/3 3.00 AT END WALLS 112 2.00 RIDGE STRAP SPACING (IN.) 12 16 19.2 24 48 72 1/3 1.50 SHEET 114 1.33 MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6.00 1/5 1.25 3 TYPICAL POST SECTION Scale: 3/4 -0 I/1 1.20 n = I i n I/0 I.II W - 2 FRAMING AND CONNECTOR DETAIL i } CONTINUOUS RIDGE VENT i j ANDERSEN RD 20 WINDOW �- WIT►•I EXTERIOR APPLIED GRILLEA Al �/r -�- J architecture,p.c. ILE NATERIAL NOTES BLDG. ELEVATION NOTES: EG NERAL NOTES: Au I W1 P.O.BOX I254 JAMESPORT,NY 11947 ROOF CONSTRUCTION ROOF NOTE5: PHONE(63I)779-2832 FAX(63I)779-2833 I. ALL CONSTRUCTION SHALL CONFORl1 TO ALL NEW PORK STATE, COUNTY , ARCHITECTURAL GRADE ASPHALT SHINGLE 30 YEAR ARCHITECTURAL ROOF SHINGLES. J I AN 30 YR.LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES 30 YR FELT PAPER - FLASH AT ALL ROOF BREAKS. PROVIDE SHALL SUPERSEDE THESE DRAWINGS. 5/8' EXTERIOR GRADE PLYWOOD SHEATHING ICE/WATER BARRIER IN ALL VALLEYS AND SH 2. ALL PLUMBING AND ELECTRICAL WORK ALL CONFORM TOALL STATE 2' X 8' RIDGE BEAM AT ALL ROOF EDGES AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 2' X b' ROOF RAFTERS @ I6' ON CENTERRIDGE V 2' X 8' CEILING JOISTS @ 16' ON CENTER APP 1CABLLEE - CONTINUOUS WHERE 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO T1415 PLAN"S STRUCTURAL 2' X 4' COLLAR TIES @ 16' ON CENTER CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. WHEN COLLAR TIES ARE PLACED 1/3 OF THE ATTIC HEIGHT BELOW RIDGE C S T THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIIONS BEFORE (NO RIDGE STRAPS REQUIRED) HI G cH S GABLE FASCIA NOTES: STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. PROVIDE ALUMINUM FLASHING AS REQUIRED ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES 1' X 8' RAKE FASCIA 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO 18' GABLE OVERHANG MINIMUM. 5/4' TtG VERSATEK SOFFIT 1' X 8' RAKE FRIEZE BOARD 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS WALL CONSTRUCTION 6' 5QUARE FIBERGLASS I' X 4' RAKE FRIEZE CAP 6' SQUARE FIBERGLASS AND GARAGE SLABS SHALL. BE 3500 psi AT 28 DAYS MINIMUM COLUMNS, WITH STANDARD COLUMNS, WITH STANDARD STYLE BASE AND CAP. STYLE BASE AND CAP. 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. RED CEDAR SHINGLES RJR PERFECTIONS 15LB. FELT PAPER r E=1,600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GL.0 LAM BEAMS 1/2' EXTERIOR GRADE PLYWOOD SHEATHING TO NAVE AN E-1,800,000 psi AND AN fb-2,400 psi. ALL LAMINATED VENEER GRADE FASCIA AND SOFFIT NOTE5: GRADE LUMBER HEADERS AND BEAMS TO HAVE AN E=1900 000 i AND AN fb=2 600 2 X 4 WOOD STUDS @ I6 ON CENTER WITH 2 X 4 SHOE AND DOUBLE 2 i. ALL PARTICLE STRAND BEAMS TO HAVE AN E=2 00p i A psi AND AN X 4" TOP PLATE (AS SHOWN ON PLANS) 8" POURED CONCRETE FOUNDATION i 1' X 8' FASCIA I 8' POURED CONCRETE FOUNDATION ' ' I/2" GYPSUM WALL BOARD ALL WALLS AND CEILINGS MOISTURE AND I WITH 8 X I6 POURED I N I WALLS WITH 8' X 16' POURED I o ( Q z 24 OVERHANG I CONCRETE WALL FOOTING I fb-2,900 psi. MOLD RESISTANT WALL BOARD AT BATHROOMS AND WET LOCATIONS) I CONCRETE WALL FOOTING 1 m 5/4' TtG VERSATEK SOFFIT I I (n Proposed Pool Cabana For: s 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS 5/0 TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING �-------'--------------------------- F —1� I" STAINLESS TEEL SCREEN SOFFIT VENT F'-------------------------------------, RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND L--------------------------------------J FULL FRIEZE BOARD L------------------------------- PLANS. ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR GRILLE PATTERNS) B. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2')UO' @ 4' WALLS PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION Sterling AND 3-20XIO' @ 6' WALLS OR AS DESIGNATED ON THE PLANS. CONNECTORS AS PER SHEET W-2. SIDING NOTES: s9. PROVIDE 36' NIGH RAILINGS WHEN! DECKS OR STOOPSi EXCEED 30' FRONT ELEVATION Sale: 1/4' = 1'-0' - RED CEDAR R!R PERFECTION SHINGLES RIGHT SIDE ELEVATION Sale: 114' = 1'-0' Harbor Inc. ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOM THE PASSAGE INSTALLED 5 TO THE WEATHER OVER OF A 4 SPHERE TNROUGFI ANY OPENI'JG. A-I 15LB FELT PAPER. SIDING TO BE " A-I FACTORY STAINED PRIOR TO 10, WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. INSTALLATION FOR BEST PERFORMANCE. 11. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURERt SPECIFIED CONTINUOUS RIDGE VENT FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN LUSED IN CONNECTION WITH TREATED MATERIAL.. 24" DIA. SCREENED LOUVRE 12. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AM SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION D➢RAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN OIBTAINED. JL I � 13. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE:TO PROTECT SSO Sterling Woods Road THE AREA OF EXCAVATION AND CONSTRUCTION. 14. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR �f , II L� Southold, New York UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE LllL 11U UIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET 'THE S.C.T.M.# NDERS REQUIREMENTS OF THE NEW PORK STATE ENERGY CONSERVATION CODE. � 1 -)1 ' REVISIONS d j 15. ALL ITEMS ARE TO BE STORED AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. O 16. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARIE TO BE DISPOSED OF IN ACCORDANCE WITH 114E REQUIREMENTS OF TIME MUNICIPALITY GL O IN WHICH THE PROJECT IS LOCATED. 17. IF DURING THE COURSE OF CONSTRUCTION A SITUATION I5i ENCOUNTERED O WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION !START THEN THE O CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTrioN AND CHANGE IN CONSTRUCTION DETERMINATION. O 6' SQUARE FIBERGLASS COLUMNS, WITH STANDARD STYLE BASE AND CAP. O I J GRADE GRADE 8' POURED CONCRETE FOUNDATION I 8' POURED CONCRETE FOUNDATION . i r.. WALLS WITH SLL F16' POURED I WALLS WITH 8' X IG' POURED CONCRETE WA m CONCRETE WALL FOOTING I en ' ----------------------"t� �L------------------------------------'�'-I O L--------------------------------------J-. L------------ O O r O } s LEFT SIDE ELEVATION Scale:: 114' = 1'-0" 4 REAR ELEVATION Sale: 114' = I'-o' O A-I O O O O SEAL ��D A - - -°�- - - - - - - - - - - - - - I ~(• — — — j I POOL CABANA FOUNDATION CONSTRUCTION411 4 4 _I 12 12 (I) 2' X 4' ACQ SILL PLATE_ WITH SILL SEAL IB' 12'-8' I IS 'COP-R-TEX' TERMITE SHIELD STOR. 5/8' ANCHOR BOLTS @ 36" ON CENTER MAX, AT EACH SIDE OF EVERY (5CABANA 12 12 IOPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' P. CONC, ��CABANA SLAB OF �� o N 4 I a' 4' POURED CONCRETE FLOOR SLAB. I I b PROVIDE 14OLDDOWN AS PER SHEETS W-1 AND W-2 2-6' x 6'-8' C.T. FLOOR 3 o °D — 3 8' POURED CONCRETE FOUNDATION WALLS A-I i� A-1 16' X 8' DEEP POURED CONCRETE WALL FOOTING WITH KEY WAY JOINT (2 ERIOR DOOR. a t� DROP TOP OF I ;:' I - #5 REBAR AT BOTTOM OF FOOTING) o - - �► FOUNDATION AS _ � I REQUIRED FOR DOOR I I 4' POURED CONCRETE FLOOR SLAB WITH 6' X 6' L4/1.4 W.W.M. TOP OF PLATE copyright 20I I.sTROMSKI architecture,p.a All rights it OPENINGS I I PROVIDE METAL STRAP CONNECTORS AS PER SHEET W-2 3 - reserved The or reserves the right to Unauthorized this design in its entirety or any portion thereof.Unauthotiud b'-O' X b'-8' OUTSWING FR. $ alteration of these documents is a violation of the New York I L _ A-I DR. SPEC BY OWNER o `t A ( State Education Law.These drawings and specifications are — - - - - - � I i an 1 CV — — — — — I " a v ) N These drawings s and icecifiutions are not to be used ocean 2-2 XIO HEADER other project,except by written permission of the Architect 'z x — — — — — — — — — — — — — — x I CABANArjTOR• PROJECT NO. I2 AR003 m I �i ( �i —e'p SCALE As Noted DATE a in �• v 04/I6/I2 l (2) 20X112' CONT. N R., BOX OUT TO DRAWN BY RS/TM CHECKED BY RS WI6U OF TOP OF COLUI1N5 a • TITLE ARRIED STONIE OVER 4' ED CONCRETE SLAB WITH REINIFORCING OV COMPACTED FILL. 6' SQUARE FIBERGLASS TOP OF FOUNDATION 77 EA s 4'-0' 6'--8' M.O. 3'-4' STYLE BASE AND CAP. GRADE e. COLUMNS, WITH STANDARD Z Proposed 7'-4" 6'-8' ; th ` BTM. OF FOOTING Pool Cabana r N t } i ,. 1. SHEET FOUNDATION PLAN Sale: 114 1-0 2 FLOOR PLAN Sale: 1/4' - 1'-0' 3 BUILDING SECTION Scale: IAV a P-0' a fir::;t;:-z.-:�e>•