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HomeMy WebLinkAbout31583-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32532 THIS CERTIFIES that the building NEW DWELLING Date: 08/14/07 Location of Property: 3555 DUCK POND RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 83 Block 1 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 3, 2005 pursuant to which Building Permit No. 31583-Z dated NOVEMBER 4, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH GARAGE UNDER AS APPLIED FOR. The certificate is issued to DEBRA HORTON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0084 08/14/07 ELECTRICAL CERTIFICATE NO. 2089029 09/25/06 PLUMBERS CERTIFICATION DATED 07/10/07 WM.SCHWARB PLUMB.&HEATING r (Authorized Signature Rev. 1/81 IG 14 2u�; Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 3/- 7 yg- y 3.39 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 a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 814 /01 New Construction: Old or Pre-existing Building: (check one) Location of Property: 3SSS b"k- 170,v0 to e-u4t-Icke- House No. Street Hamlet Owner or Owners of Property: ID If BRM 140,0JN Suffolk County Tax Map No 1000, Section 08 Block d4W ( Lot o13 Subdivision Filed Map. _ Lot: 0 13 Permit No. 3/S93 Date of Permit. pj00 • Lj10_ Applicant:_ Health Dept. Approval: gjlq /0-7 Q l o - 04- ooW Underwriters Approval: k5 07o 9'70 Planning Board Approval: Request for: Temporary Certificate Final Certificate: V'*' (check one) Fee Submitted: $ 9 Applicant Si nature QJt-G.. ?0l "I D I C -OT 32534 r�PrJ aiJ c rc rcrcr� roe roe rc rrJc rc rtJcrr tcrdJcrrJrPrJr frJrJr�rJ� r� rrJ�tJ�rJ��nrJ�r frJ�rJ�r f� ctcnrPrJ�rPrJrJrJrJrJrJrJrJrJrJrJrJrJrJrPrr� Rl 5 BY THIS CERTIFICATE OF COMPLIANCE THE CJ 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 MICHAELS ELECTRIC NICHOLAS ALIANO �5 5 P.O. BOX 419 DUCK POND RD lot 13 5 5 WEST ISLIP NY 11795 CUTCHOGUE, NY 11935 5 5 5 5 Located at DUCK POND RD lot #13 CUTCHOGUE, NY 11935 5 Application Number: 2089028 Certificate Number: 2089029 5 Section: Block: Lot: Building Permit: 31583 BDC: ns11 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, Attached Garage, Outside, 5 A inspection the limited to devices and wiring to the extent detailed 5 5 visual of premises electrical system, electrical herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 25th Day of September, 2006. Name OTY Rate Raine Circuit Type �+ 5 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 5 5 Sensor 7 0 Smoke Appliances and Accessories 5 5 Exhaust Fan 2 0 F.H.P. �5 5 Future Appliance Feeder 1 0 40 Amps 5 5 5 Future Appliance Feeder 1 0 20 Amps Pump Motor 1 0 1 H.P. 5 5 5 Furnace 1 0 Oil 5 Wiring and Devices 5 C55 J Outlet 53 0 Fixture 5 SFixture 53 0 Incandescent 5 5 Outlet 89 0 General Purpose 5 5 Receptacle 53 0 General Purpose ' 5 Switch 52 0 General Purpose 5 Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer 5 5 LJ55 ' seal GFCI Circuit Breaker 1 0 Pool/ Spa Continued on Next Page 1 of 2 ir5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 O cPcP cPr�rJrJrJr1rJ�rJ�rJ�r�clclrJ�rJ�cPr�cPcPcPcPclr�rJincfrPcPrJr frJcg l i lIr�cPi PrPrJr1rJrPcPrJ�rJ�rJ�rJ�rJcJ@PcPcPrJ�rJ�PcJ@frJ� cP 0 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by MICHAELS ELECTRIC NICHOLAS ALIANO P.O. BOX 419 DUCK POND RD lot 13 WEST ISLIP NY 11795 CUTCHOGUE, NY 11935 Located at DUCK POND RD lot #13 CUTCHOGUE, NY 11935 Application Number: 2089029 Certificate Number: 2089029 Section: Block: Lot: Building Permit: 31583 BDC: ns11 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 25th Day of September, 2006. Name QTY Rate gging Circuit Type Receptacle 10 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971.-0959 Building Permit No. 1 6 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: •] ) I o /07 Owner: i IL W/U (Please print)-- --•- -(�j Plumber: '�(J��M���Civ�V*�� (Please print) lead. Fax (631) 765-9502 Telephone(631)765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% Pbere) Sworn to before me this '14' day of. 13ej)+eM beC, 20 0 (op CMM UMONTRONY ��-_— ContmC E jkMin*Of NOW Yak riOUS NotaryPublic, Su�-tlIK County 0 w x BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: •] ) I o /07 Owner: i IL W/U (Please print)-- --•- -(�j Plumber: '�(J��M���Civ�V*�� (Please print) lead. Fax (631) 765-9502 Telephone(631)765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% Pbere) Sworn to before me this '14' day of. 13ej)+eM beC, 20 0 (op CMM UMONTRONY ��-_— ContmC E jkMin*Of NOW Yak riOUS NotaryPublic, Su�-tlIK County 31s 9-3 -Z, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION 4 [FINAL ', [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: . J DATE �� r 7 INSPECTOR 31sg3 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION m [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [X FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI01 REMARKS: 3�5'e3� _ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC ION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION //FRAMING / STRAPPING [ ] FINAL [J] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` INSPECTOR ' 31sg3 .4z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION l ---- �,a � DATE INSPECTOR 3 15r3 7 - TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [� FOUNDATION IST [ [/ ]� FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION HAWKINS WEBB JAEGER PLLC ENGINEERS w ARCHITECTS ■ SURVEYORS ■ PLANNERS r- i r v ESTAB.1872 �� - � WILLIAM L. JAEGER II, P.E., L.S 1 U MATTHEW D. CRANE L.S EDWARD R. MILLER, AIA FRANCIS A. HAWKINS 1913 i HERMAN P. HAWKINS 1962 CHARLES S. WEBB JR. L.S 2004 �- May 1, 2006 Nicholas Aliano 970 Route # 25A Miller Place, New York 11764 Re: (05-190) - Insulation and fire stopping for new construction on tax parcel # 1000-83-1-13 Dear Mr. Aliano: On April 27, 2006 I inspected the house under construction on Suffolk County tax parcel # 1000- 83-1-13 in the hamlet of Cutchogue, New York for the purpose of checking the insulation and fire stopping of mechanical penetrations. During my inspection I found that the insulation was installed in a satisfactory manner and that the mechanical penetrations had been properly fire stopped. Should you have any questions, or wish something additional please feel free to call. Sincerely, of NEW y H 'T' • • p William L. J7P.E.,L.S. 3239 Route 112 — Bldg. 8- Suite 1. Medford, NY 11763 PHONE (631) 732-7777 FAX (631) 732-7760 Visit our web site at www.hwiaeaer.com HAWKINS WEBB JAEGER PLLC ENGINEERS ■ ARCHITECTS ■ SURVEYORS ■ PLANNERS WILLIAM L. JAEGER II, P.E., L.S MATTHEW D. CRANE L.S EDWARD R. MILLER, AIA FRANCIS A. HAWKINS 1913 HERMAN P. HAWKINS 1962 CHARLES S. WEBB JR. L.S 2004 March 2, 2006 Nicholas Aliano 970 Route # 25A Miller Place, New York 11764 Re: (05-190) — Rafter strapping for new construction on tax parcel # 1000-83-1-13 Dear Mr. Aliano: On February 28, 2006 I inspected the galvanized side and window strapping for the house under construction on Suffolk County tax parcel # 1000-83-1-13 in the hamlet of Cutchogue, New York. At the time of my inspection the house was sheathed, the windows installed and the galvanized strapping installed During my inspection I found both the side strapping (box beam to studding and first floor studding to second floor studding) and the window strapping were properly installed in an appropriate and satisfactory manner. Should you have any questions, or wish something additional please feel free to call. Sincerelv. NEW s 3239 Route 112 — Bldg. 8- Suite 1, Medford, NY 11763 PHONE (631)732-7777 FAX (6311732-7760 Visit our web site at www.hwmaeaer.com i - jWR a xo J � 1 S � 3 HAWKINS WEBB JAEGER PLLC ENGINEERS • ARCHITECTS ■ SURVEYORS ■ PLANNERS i I MAR February 23, 2006 Nicholas Aliano 970 Route # 25A Miller Place, New York 11764 WILLIAM L. JAEGER II, P.E., L.S MATTHEW D. CRANE L.S EDWARD R. MILLER, AIA FRANCIS A. HAWKINS 1913 HERMAN P. HAWKINS 1962 CHARLES S. WEBB JR. L.S 2004 Re: (05-190) — Rafter strapping for new construction on tax parcel # 1000-83-1-13 Dear Mr. Aliano: On February 9, 2006 I inspected the rafter strapping for the house under construction on Suffolk County tax parcel # 1000-83-1-13 in the hamlet of Cutchogue, New York. During my inspection I found that the rafter strapping had been installed in an appropriate and satisfactory manner with the exception of front porch, for which I requested cross strapping at the hip rafter. Based upon your letter of February 21, 2006 and photographic documentation assuring completion of the requested additional strapping I find that the rafter strapping for this residence has been installed in a proper manner. Should you have any questions, or wish something additional please feel free to call. SincqJ/.E.,L.S. r Will o 3239 Route 112 — Bldg. 8- Suite 1. Medford, NY 11763 PHONE (631) 732-7777 FAX (631) 732-7760 Visit our web site at www.hwiaeaer.com 3IS25 HAWK! -NIS W EBB JAEGER PLLC ENGIk'E',,-: r ARCHITECTS • SURVEYORS ■ PLANNErtS - WILLIAM L. JAEGER II, P.E., L.S MATTHEW D. CRANE L.S EDWARD R. MILLER, AIA ( FRANCIS A. HAWKINS 1913 'AN 2J i HERMAN P. HAWKINS 1962 CHARLES S. WEBB JR. L.S 2004 January 18, 2006 Nicholas Aliano 970 Route # 25A Miller Place, New York 11764 Re: (05-190) - Foundation inspection for new construction on tax parcel # 1000-83-1-13 Dear Mr. Aliano: On January 9, 2006 I inspected the foundation on the above referenced tax parcel located in Cutchogue, New York for the purpose of determining its' structural soundness. The foundation was constructed on the subject parcel which is a sloped lot with a gradient of approximately 1 on 2.5 in the area of the construction and a steeper slope with a maximum gradient of 1 on 1.7 on other areas of the lot (which are over 30' from the existing foundation). The lot has an upper soil stratum of silty sand and a lower stratum of fine to coarse sand (based upon a test hole by Mc Donald Geoscience). The topographic and foundation location surveys reveal that the front wall of the foundation was constructed where the lowest natural grade was at elevation 16.0. The foundation location survey reveals that the top of footing for this foundation is at elevation 16.3, which places the bottom of the footing into virgin soil. The builder has constructed a 10"thick foundation wall on a 10"x 20" footing which is reinforced with 245 rebar at the top and bottom of the wall. Based upon the topography, the foundation elevation, and the reported nature of construction I find that the bottom of the footing was constructed on virgin soil on a slope of 1 on 2.5. The soil bearing capacity for the material on this site is about 2 ton per square foot and its' natural slope of repose is approximately 1 on 1.5. Therefore, based upon the information provided, the foundation is resting on structurally adequate material and the radiation of the loading is fully within the surrounding material. An additional concern was raised with regard to the location and possible structural consequences of a proposed uphill retaining wall. As stated above the natural slope of repose for the on site soil is 1 on 1.5 and the maximum foundation height is 9'. Thus if any proposed uphill retaining walls are located a minimum of 15' from the foundation, they will have no structural effect on the foundation. Should you have any questions, or wish something additional please Sincerely, L. 3239 Route 112 — Bldg. 8- Suite 1 Medford, NY 11763 PHONE (631) 732-7777 FAX (631) 732-7760 Visit our web site at www.hwiae0er.com 0 Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 Pit , Commonwealth 40 SINGLE AND SEPARATE SEARCH Title No: RHOS304470 COMMONWEALTH LAND TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: Town of Southold And Kramer Consulting THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 03/20/72 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, since 03/20/72. This Company's liability is limited to Twenty Five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: NY District: 1000, Section County of: Suffolk T/O Southold 083.00, Block: 01.00, Lot(s): 013.000 Commonwealth Land Title Insurance Company B� O Catharine King Vice President Dated: October 6, 2005 Single and Separate Search Page 1 of 6 CHAIN OF TITLE FOR SUBJECT PREMISES: 1000 - 083.00 - 01.00 - 013.000 Being Lot No. 6 on "Map of Vista Bluff at Cutchogue" Map No. 5060. Deed Nicholas Aliano To Margaret Aliano Deed Margaret Aliano To Debra Horton Last Deed of Record Commonwealth Land Title Insurance Company BY: Catharine King Vice President Single and Separate Search 0 Title No: RHOS304470 03/15/1968 as Dated: 03/20/1972 Rec': 03/20/1972 Liber 7126 Page 320 and More Dated: 10/02/2003 Rec': 09/28/2005 Liber 12411 Page 942 (Premises and More) Subscribed and Sworn to this/27th' ayy of October, 22 5. Notary Public (" G C.mn NctelCvWI;w;:J Z�.� ommas9l."WhI mDet31`_ E L Title No: RHOS304470 CHAIN OF TITLE FOR PREMISES ADJACENT NORTH: 1000 - 083.00 - 01.00 - 012.000 Being Lot No. 5 on "Map of Vista Bluff at Cutchogue" and filed 03/15/1968 as Map No. 5060. Deed Rene'Gendron Dated: 02/01/1972 To Rec': 02/01/1972 Nicholas Aliano Liber: 7097 Page 447 (Premises and More) Last Deed of Record Commonwealth Land Title Insurance Company BY: Catharine King Vice President Subscribed and Sworn to this271^ ay of October, �'r Notary Public Single and Separate Search N1 Uzz115:17A 0 Title No: RHOS304470 CHAIN OF TITLE FOR PREMISES ADJACENT EAST: "Duck Pond Road" Commonwealth Land Title Insurance Company BY: Catharine King Vice President Subscribed and Sworn to this27thday of October, 64f !V , Notary Public Single and Separate Search Title No: RHOS304470 CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH: 1000 - 083.00 - 01.00 - 014.000 Being Lot No. 7 on "Map of Vista Bluff at Cutchogue" and filed 03/15/1968 as Map No. 5060. Deed Rene'Gendron Dated: 02/01/1972 To Rec': 02/01/1972 Nicholas Aliano Liber: 7097 Page: 447 (Premises and More) Last Deed of Record Commonwealth Land Title Insurance Company BY: l/ Catharine King Vice President is Subscribed and Sworn to this27th�dober, Notary Public lX)ot, i Single and Separate Search n Title No: RHOS304470 CHAIN OF TITLE FOR PREMISES ADJACENT WEST: "Glen Court" Commonwealth Land Title Insurance Company BY: Catharine King Vice President Subscribed and Sworn to this 271^ ob✓e/r, d�� A - Notary Public Single and Separate Search TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL S.OUTHOLD, NY 11971 Examined Disapproved /i, BUILDING PERMIT APPLICATION CHECKLIST: Do you have or need the following, before applying Board of Health 3 sets of Building Plans Check Septic Form N.Y.S.D.E.0 Trustees __ ---, APPLICATION FOR BUILDING PERMIT R , i Date 2005 3 2005 INSTRUCTIONS a. TArs application MUSTbe c mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of 1 Tans, qurate plot plan.to ee according to schedule. tr P plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector . APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and�Egulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature ' of app ant or name, if a co oration) ^�'DQRDRE D. FEDUN Notary Public. State of New York Obox ai t& h No. 49W281 (Mailing address of a ant) duaGliedinSuffolk Coun. 6 �/� �S M l�cQ �� State whether applicant is er, . ee a1f sena �r� tte a �7LT J( ' 1 A j g t, ate ,engineer, general contractor, electrician, plumber or'�uil WnfA dame of owner of premises (as on. the tax If applicant is a corporation, signature of duly authorized officer ' (Name and title ofcorporateofficer) Builders License No. l `S -7 R--7 — H . Plumbers License No. S p �J —MT Electricians License No. 3 4 �7 aL. Other Trade's License No. �4--3s and o1 1. Location of Number Street or latest deed) County Tax Map No. 00C} S Ftie Block Of Lot ~ t Subdivisionm uL Filed Map No. Jed (pO Lot (Name) 2. State existing use and occupancy of premises an�d�• tended use and o panc f proposed construction: a. Existing use and occupancy N ACA' All �N/l\ b. Intended use and occupancy. 3. Nature of work (check which applicable): New Building 7-- . Addition v Alteration V Repair Removal Demolition Other Work 4. Estimated Cost IM d 0©' 0Q Fee (Description) + (to be paid filing this appli T 5. If dwelling, number of dwelling its 1 Number of dwelling units on eachch floor _�j If garage, number of cars pZ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1ear Depth Height Number of Stories Dimensions of same structure with alterations ditions: Front Rear Depth Height Number of Stories I i 8. Dimensions of entire new construction: Front d Rear Depth 0 Height Number of Stories 9. Size of lot: Front 0"0 Rear _� 7 Depth 1 7 /Z� �� /�Q 10. Date of Purchase Z0 r�3 Name of Former Owner NQQQ QA P ,PZ l 4M IO 11. Zone or use district in which premises are situated 9 �uo - 12. Does proposed construction violate any zoning law; ordinance or regulation: 13. Will lot be re -graded Will excess fill be removed from remises: YES V'4' . Names of Owner of premises Address Phone No. Name of Architect ctk MAddres 91 No(0 3( 73 Name of Contractor Address No. 15. Is this property within 300 feet of a tidal wetland? *YES NO � • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, indicate scope of project, to scale, with distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 3U (S)He is the l v n --being duly sworn, deposes and says that (s)he is the applicant Uontract) above named, (Contracior, Agent, Corporate Officer, 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. ce me this day of 04� Notary Public sr . DEIRDRE D. FEDUN Notary Pr4dlo, S181e Of New York No. 4994281 ouaGffed In Suffolk county Commission Expires March 30.XXO(I Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 10/20/05 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3531 $10.00 Check Total Paid: $10.00 Name: Horton, Debra 1465 Pine Tree Road Cutchogue, NY 11935 Clerk ID: BONNIED Internal ID: 3531 *aF SO ,`O l0 Town Hall, 53095 Main Road ELIZABETH A. NEYILLE P.O. Box 1179 TOWN CLERKSouthold, New York 11971 REGISTRAR OF VITAL STATISTICSa@ Fax (631) 765-6145 MARRIAGE OFFICER Telephone (631) 765-1800 RECORDS MANAGEMENT OFFICER cou southoldtown.northfork.net FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 3381 R Residential X Non -Residential Fee $ 10.00 - Septic X Cesspool PERMIT ISSUED TO: Name : DEBRA HORTON Address 1: C/O CRAMER CONSULTING GROUP City St Zip MILLER PLACE NY 11764 Descripton of Proposed Construction or Alteration -SINGLE FAMILY DFAELLING,36' X 44' -FINAL APPROVAL REQUIRED FROM THE SUFFLOK COUNTY HEALTH DEPARTMENT. Name Of Owner Mailing Address 1 City St Zip Property Address 1 DEBRA HORTON 1465 PINE TREE ROAD CUTCH0G7E NY 11935 -------------------- -- ---------- 3555 DUCK POND ROAD City St Zip CUTCHOGUE NY 11935 -------------------- -- ---------- Tax Map No. section 83.00 block 1 lot 13.000 Cross Street VISTA PLACE ------------------------------ Building Permit Nizber Cross Reference: Issue Date: 10/27/05 ------------ Elizabetri A. Neville Southold Town Clerk (mnT„>nT 577ST,) BUILDING PERMIT EXAMINER CHECKLIST , i DATE REVIEWED: Ii /4/05. APPLICANT: +le-ro, prL� � DATE SUBMITTED: x/3/05 DATE DISTRICT: 1,000, SECT�IO/N:_�, BLOCK: 1 , LOT: IS SUBDIVISION: ADDRESS:'g66, Vt k (P K,. PSCITY: ' ZONING DISTRICT: J CONFORMING? — BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N - BP -Z / C/0 Z- —'INFO BP -Z / C/0 Z- , INFO BP -Z /C/o Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: dlG�l/ LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED L TS FROM JAN -1997 100-25. Merger.(A no -forming at any time after 7/1/8. REQ. LOT SIZE: ACT. LOT SIZEAP �JkEO. LOT COV l�0 ACT. LOT COV. REQ. FRONT �16 PROP. FRONT SID ACT. SIDE REQ. REAR PROP. REAR REQ. HtfGHT PROP. HEIGHT PROJECT DESCRIPTION: i v - ESTIMATED PROJECT COST. ARCHITEC GIN�_ WATER FRONT? 0IjESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? -----DISTANCE? /APPROVALS REQUIRED SUFFOLK COUNTY HEA TH DEPTH. YES r NO, (BED #): DTE: ,� — —/ PERMIT #: ,e (� TOWN SEPTIC RECEIPT .Y r N SEP C CERTIFICATl0-N-Y-or-N ,_._- NEW YORK STATE DEC: PRE -DEC 9/1/75 YES O O DTE: SOUTHOLD TOWN TRUSTEES: YES o\i O DTE TOWN ZONING BOARD APPROVAL: YES o IaT DTE: TOWN PLAN. BOARD APPROVAL: YES or DT -E: TOWN HISTORICAL PRE (SPLIA): YES o % NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) YES P NO NOTES: FEE STRUCTURE: FOUNDATION: f,Za Q SF FIRST FLOOR: SF SECOND FLOOR: q cf SF PERMIT #:. PERMIT # PERMIT #: _ PERMIT #: TOTAL: SF FEE FEE FEE l . (J ►SF)- ( SF)= , Ll SFX $" ( 36 _$+$ / +$ _ $ ?. ( SF)- SF)= SFX $ =$ +$ +$ _ $ 3.( SF)- (SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp:,1I 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: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N C-I✓I�T IC-A1P Y/N -- -_.-----ENERGY_CALC�`Z'LN-- -- ------------------ TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 02/20/2006 21:54 6317441414 ALIANO REAL ESTATE PAGE 01 ��► ' �iL``ort (��lructui� .�y� (631) 744-5600 2/21/06 Att: Bill Jaeger Re: Lot 13 I Chuck Dalton of Dalton Contracting Corp. installed swapping on hip roof section of porch roof requested by Bill Jaeger on his swapping inspection on February 9ib 2006. Thank You, Chuck Dalton President cp LOT NUMBERS REFER TO 'ii fAP OF VISTA BLUFF" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MARCH pJ 15, 1968 AS FILE NO. 5060. ELEVATIONS REFERENCED TO N.G. V.D. =XCAVATION INSPECTION REQUIRED FOR SANITARY SYSTEM BY HEALTH DEPARTMENT AL1FL o M SUFFOLK COUNTY DEPARTMENTOFHEALTH SERVICES PERIV ?OT IkPPRV. + OF CONSTRUCTION FOR A 411110,8 VAB5' ..- RESIDENCE ONLY DAT`: I Z L1' 0' FIS REF. NO Z I O -Or j -Oo APPIi'OVED �. � UK [dA I in= .'f OF N ROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL t It 3 i 11 It 1p rt f � 1 1111 1 i � l 1 t I 1 1 / 1\ 4 ill I t llI 111 rP 111-_ Il7I fill Ill/ /It/ ,110 111 llll 1 1 1111 X111 111 1' , L.P. I SURVEY OF PROPERTY AT CUT040GUE TOWN OF ISOMOLD SUFFOLK COUNTY, N. Y. 1QOb-6�4-�q� 19 SCALA" I %wW .AAIW/ARY 14 2004 M /! ZoU (/i3aF111 N07 2V&AWW ., , 1 1 1 t 1 11 II I t l\ 1 i f 4MMWAYWGL-ij CROSS SECTav 5&*mC SYSTEM AREA=20, 789 SQ. FT. /(O ` lq' fp aY/Cv0./ia'� ANY ALIEIRAWN OR AMrfaV TO INS SUR IEY IS A NGYA710N OF SECWN 720" AE ACII' ISI!( STATE EDUCAAYJN LAW. 00XPr AS AM 5FCiMW/ 7109-.SLAWW y a ALL CERiW'ICAnONS MUM ARE 1M FOO W MAP Alyn CORDS **War (.'f1lY 4' MN E~ OR CLV A HEAR AE MVft-S= SEAL OF IW SLIRYE W TfW APPOMS NE'REOtk (631) 7"-3020 FAIN P. Q 8G41' 909 1230 IRAMIR STREET SOU WAD, N. Y, 11971 O F OF NEN 0 797 1111 I l 1\ \ \ I t 4MMWAYWGL-ij CROSS SECTav 5&*mC SYSTEM AREA=20, 789 SQ. FT. /(O ` lq' fp aY/Cv0./ia'� ANY ALIEIRAWN OR AMrfaV TO INS SUR IEY IS A NGYA710N OF SECWN 720" AE ACII' ISI!( STATE EDUCAAYJN LAW. 00XPr AS AM 5FCiMW/ 7109-.SLAWW y a ALL CERiW'ICAnONS MUM ARE 1M FOO W MAP Alyn CORDS **War (.'f1lY 4' MN E~ OR CLV A HEAR AE MVft-S= SEAL OF IW SLIRYE W TfW APPOMS NE'REOtk (631) 7"-3020 FAIN P. Q 8G41' 909 1230 IRAMIR STREET SOU WAD, N. Y, 11971 O F OF NEN 0 797 0,01, FAl FLR. E2 19.0 ,e LOT NUMBERS REFER TO 'MAP OF VISTA BLUFF" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MARCH 15, 1968 AS FILE NO. 5060. ELEVA TIONS REFERENCED TO N. G. V 0. SURVEY OF PROPERTY AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-83-01-13 SCALE. 1'=30' JANUARY 13, 2004 M y 11 Zoo.{ [53 rH1' Nov, 2�, 2004 'frtevisions) Jan. /Ep 2003 fievls/Ond Auq• /G, 2005 (prop -hsa-) 1.pt 5 ) g0 Opp L y 1 I > 1 > 1 I I• 1 / / / ! l / / / / / / / 1 / 1 1 1 1 1 1 � � 1� lilt O \ �'�O•/ j j � I i l 1/ I l l/ l/ l l l l I I � 1 1 t1 -� \� \\1 >.\ % e/ RIP Fia� Pl 16,2 to � is �� IE iE ps DUCK POND ROAD 80 1 Q?OLM WAM EL- ^-Id CROSS SECTION SEP77C SYSTEM AREA=20, 789 SO. FT. e/cvc-/,o7 �� �rc� COO.iovr' ANY ALTERAIION CR ADDITION TO THIS SURVEY IS A VIOLATION OF !ZC770N 7209CjF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER Sj5C71ON 7209-SUBD/NSION 2. ALL CERTIFICA710NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID AMP OR APPEARS H£REON.ESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE LOT 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM DES/GN BY JOSEPH A BATE% P.& CONSUL TING ENGWEERS UCCI UL (516) 364-9890 of NEW . AX (631) 765-1797 .��.. 9, I / I IY. 11971 0 LOT NUMBERS REFER TO MAP OF VISTA BLUFF" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON MARCH 15, 1958 AS FILE NO. 5060. ELEVA 77ONS REFERENCED TO N.G. V. D. 4c co AREA=20, 789 SQ. FT. I-pT 5 141p•h2'3pwE SURVEY OF PROPERTY AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y 1000-83-01-13 SCALE. 1'=30' JANUARY 13, 2004 MAY 11, 2004 (B.O.H.) NOVEMBER 22, 2004 (REVISIONS) JANUARY 12, 2005 (REVISIONS) AUGUST 16, 2005 (REVISIONS) JANUARY 6, 2006 (FOUNDATION LOCATION) LOT 6 5GUY N �o 1 v 1 1 93 �_6' Il9GOm • 4�1 C�IR` CZ y • yam{ (O !Fl Dm BON N O Q C) J h \ ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA PON OF SECTION 72090F THE NEW YORK STATE EDUCAT70N LAW. EXCEPT AS PER SECT70N 7209 -SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. LOT 7 1 (631) 765-5020 F P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 03-304 LOT NUMBERS REFER TO "MAP OF VISTA BLUFF" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MARCH N 15, 1968 AS FILE NO. 5060. SCDHS Re%# R/0-04-0084 Go 1 ayE� iy -1� io JUL 13 2' 07 .:; Co,.. uf�:,:.�Dir. ( fiC2� f V, AREA=20, 789 SQ. FT. 9 I LOT g N84104 4-j 1,ptfS) t,4x '30 Nop•42� 4 SURVEY OF PROPERTY AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000-83-01-13 SCALE. 1'=30' JANUARY 13, 2004 MAY 11, 2004 (B.O.H.) NOVEMBER 22, 2004 (REVISIONS) JANUARY 12, 2005 (REVISIONS) AUGUST 16, 2005 (REVISIONS) JANUARY 6, 2006 (FOUNDATION LOCA710N) OCTOBER 11, 2006 (FINAL) NA e LOT 7 SBBJECT TO COVENANTS & RESTRICTIONS LIBER ILS (]„ I (DNIMUNC) PAGE Z3 a • =REBAR A =STAKE ANY AL7ERA7ION OR AD0177ON TO THIS SURVEY IS A VIOLATION OF SEC71ON 72090E THE NEW YORK STA7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIW901V 2. ALL CER77FICA77ONS HEREON ARE VALID FOR 7741S MAP AND COPIES 7HEREOF ONLY /F SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 5GUY 41.f 0 �EOF NEVy\ 0�\4T. MET2^O�p,F 0 e O d S. LIC.' NO. 49618 IP 765-1797 03-304 Ill NEW TWO-STORY RESIDENCE ALIANO REALTY LOT 13 (03-304) UST OF DILA NGS 1 I FOUNDATION PLAN, GENERAL NOTES, LEGEND T -z I_ T rLc.�(.�Ie �I �N �Nr•� ri nc�le r�L ��N n � s-.cTl(�N n-��� r"LUn'1G')IfNG /elsr_le IDT. A-4 ELEVATIONS EVATIIONS A-5 DETAILS �FE-11I�I0 IE13 CUTCHOGUE, NYA-6 METAL CONNECTION DETAILS �0 ROL 0 0 BUILDING CODE ANALYSIS 1. REFERENCE STANDARD: AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) WOOD FRAME CONSTRUCTION MANUAL FOR ONE MD TWO-FAMILY DWELLINGS 16, NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS EXISTING 1ST. FLOOR: N/A EXISTING 2ND. FLOOR: N/A PROPOSED 1ST. FLOOR: 1214 S.F. PROPOSED 2ND. FLOOR: 899 S.F. GARAGE AREA: 440 S.F. PORCH AREA: 140 S.F. 3. DESIGN LOADING: CEILING LIVE LOAD: . 2ND. FLOOR LIVE LOAD: . 1 ST. FLOOR LIVE LOAD: . ;32MPH)SEISMIC EXTERIOR DECK LOAD: F. AMPH) SNOW LOAD ROOF): F. WIND LOAD: 8.05 S.F. LOAD: C ZOSEE R301.2.2) AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. OSEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, STRUCTURAL ELEMENTS, & LOAD PATHS 4. EGRESS WINDOW SCHEDULE: WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET OF EMERGENCY ESCAPE AREA MODEL # CLEAR OPENING MODEL # CLEAR OPENING NAIL SPACING TW 3046 5.7 S.F. INUM13EROFI I BOX NAILS NAIL SPADING ROOF FRAMING TW 3062 8.05 S.F. 3.8d 3-1 Od per rafter Stuctuml Panels Bd 10d 6" edge/ 12" field Ceiling Joist to Top Plate (Toe -nailed) (Table 3.4A) NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED WITH AN ASTERISK (*) ON FLOOR PLANS 5. N.Y.S. ENERGY CODE: CESCheck Uompliance Certificate Jew York State Energy Conservation Construction Code tEScheck Software Version 3.6 Release 1 :OUNTY: Suffolk TATE: New York IDD: 5750 IONSTRUC17ION TYPE: Detached 1 or 2 Family IEATING TYPE: Non -Electric VINDOW /WALL RATIO: 0.15 :OMPLIANCE: Passes 4aximum UA = 407 'our Home UA = 383 .9% Better Than Cade (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value RR -Value U -Factor UA :citing 1: Flat Ceiling or Scissor Truss 1246 25.0 0.0 50 :citing 2: Cathedral Ceiling (no attic) 55 25.0 0.0 2 Vall 1: Wood Frame, 16" o.c. 2388 15.0 0.0 156 Vindow 1: Wood Frame:Dcuble Pane 324 0.330 107 )oor 1: Solid 20 0.540 11 Mor 2: Glass 24 0,330 8 'loor 1: All -Wood 7oisUTruss:Over Unconditioned Space 1215 25.0 0.0 46 'lour 2: All -Wood Joist/Tmss:Over Outside Air 80 25.0 0.0 3 ;OMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building tans, specifications, and other calculations submitted with this permit application. The proposed systems have been esigned to meet the New York State Energy Conservation Construction Code requirements. When a Registered )esign Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, ad professional judgment, such plans or specifications are in compliance with this Code. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF COMMON NAILS INUMBEROF1 BOX NAILS I NAIL SPACING JOINT DESCRIPTION NUMBER OF COMMON NAILS INUM13EROFI I BOX NAILS NAIL SPADING ROOF FRAMING WALL SHEATHING Rafter to Top Plate (Toe -nailed) (Table 3.4A) 3.8d 3-1 Od per rafter Stuctuml Panels Bd 10d 6" edge/ 12" field Ceiling Joist to Top Plate (Toe -nailed) (Table 3.4A) 3-8d 3-1 Od per joist Fiberboard Panels 7/16" 25/32" 6d Bd - - 3" edge/ 6" field 3" edge/ 6" field Ceiling Joist to Parallel Rafter (Face-nailed)6-16d (Table 3.9A) DESIGN OR 40d each lap Gypsum Wallboard 5d coolers 5d coolers 7" edge/ 10" field Ceiling Joist to Laps Over Partitions (Face -nailed) (Table 3.9A) 6-16d 40d each lap Hardboard 8d 8d 6" edge/ 12" field Collar tie to Rafter (Face -nailed) (Table 3.6A) 3-8d 3-10d per tie Particleboard Panels 8d 8d (see manuf.) Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end Diagonal Board Sheathing 1"x6"or 1"x8" 1"x1 Wor wider 2-8d 3-1Gd per support Rim Board to Rafter (End-nailed)2-16d 3-16d each end 3-8d 3-1 Od per support WALL FRAMING FLOOR SHEATHING Top Plate to To Plate (Face -nailed) P 2-16d 2-16d per foot Structural Panels V or less greater than V Bel 10d 6" edge/ 12" field Top Plates at Intersections (Face -nailed) 4-16d 5-16d joints each side 10d 16d 6" edge/ 6" field Stud to Stud (Face -nailed) 2-16d 2-16d 24" o.c. Diagonal Board Sheathing 1"x6"or 1"x8" 1"xlWorwider 2-8d 3-1 Od per support Header to Header (Face -nailed) 16d 16d 16"o.c. along edges 3-8d 3-1Od persupport Tap or Bottom Plate to stud (End -nailed) 2-16d 2-40d per stud 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. If wall sheathing is nailed 3 inches on -center at the panel edge to obtain higher shear calpacities,nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. 2. When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. Bottom plate to Floor Joist, Bandjoist, Endjoist, or Blacking (Face -nailed) 2-16d 2-40d per foot FLOOR FRAMING Joist to Sill, Top Plate of Girder (Toe -nailed) 4-8d 4-1 Od per joist Bridging to Joist Toe -nailed g 9 ( ) 2-8d 2-10d each end Blocking to Joist (Toe -nailed) 2-8d 2-10d each end Blacking to Sill or Top Plate (Toe -nailed) 3-16d 4-16d each block Ledger Strip to Beam (Face -nailed) 3-16d 4-16d each joist FASTENERS FOR ASPHALT ROOF SHINGLES Joist on Ledger to Beam (Toe -nailed) 3-8d 3-10d per joist Band Joist to Joist (End -nailed) 3-16d 4-16d perjoist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 gage [0.105 inch (2.67 mni shank with a minimum 3/8 -inch (9.5 mm) diameter head, ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch (19.1 mm) into the roof sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. §RR905.2.6 Attachment. Asphalt shingles shall have the minimum number of fasteners required by the manufacturer. For normal application, asphalt shingles shall be secured to the roof with not less than four fasteners per strip shingle or two fasteners per individual shingle. Where the roof slope exceeds 20 units vertical in 12 units horizontal (20:12), special methods of fastening are required. EXCEPTION: Asphalt strip shingles shall have a minimum of six fasteners per shingle where the roof is in one of the following categories: 1. The basic wind speed per Figure RR301.2(4) is 110 miles per hour (177 km/h) or greater and the eave is 20 feet (6096 mm) or higher above grade. 2. The basic wind speed per Figure RR301.2(4) is 120 miles per hour (193 km/h) or greater. 3. Special wind zones per Figure RR301.2(4). Band Joist to Sill of Top Plate (Toe -nailed) 2-16d 3-t6d per foot ROOF SHEATHING Structural Panels B -d 10d 6" edge/12" field Diagonal Board Sheathing 1"x6" or 1"x8" 1"x10" or wider 2-8d 3-8d 2-10d 3-10d per support per support CEILING SHEATHING Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" field ALL CONSTRUCTION SHALL T RM WATER RUNOFF RETAINS 0 MEET THE REOUIREMENTSOFTHE PURSUANT TO SECTION 45.1 OC CODES OF NEW YORK STATE. OF THE TOWN CODE. PLUMBING ALL PLUMBING TE UNDERWRITERS CERTIFICATE &WATER LINES REQUIRED TESTING BEFORE COVERING FLOODCOMPLY ZONE COMPLY WITH CHAP. R "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN App)?Ovell CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLYSYSTEM CANNOT EXCEED 2110 OF I % LEAD. W C9 W Ix W W Z Z W � z WITH ALL CODES OF m COMPLY STATE & TOWN CODES APPR VED AS NOTED NEW YORK AS REO'JIRED AND GOND' T IONS OF B.P.W_�� 8 �Ji :t ov. 7 75A hOY, s ' PLANING BOARD FEF NO FY BUILDIPIG DEPART- SOL SOL�TOWNiBUSTEES 765-1802 BAIA TO 4PM FORTHE FOLLOWING INSPECTIOPIS: N.Y.SAEC 1. FOUNDATION - TWO REQUIRED FOR POURED COHCREIE - FRAMING 8 PLUMBING OCCUPANCY OR 2. ROUGH 3. INSULATION MUST USE IS UNLAWFUL 4. FINAL -COP'^TRUCTION BE FOR MEET THE WITHOUT CERTIFICATE HA ALL CONSTRUCTION SRALL CONSTRUCTION F R OF OCCUPANCY YORKI STATE. NOT RESPONSIBLE CONSTRUCTION ERRORS. DESIGN OR ALL CONSTRUCTION SHALL T RM WATER RUNOFF RETAINS 0 MEET THE REOUIREMENTSOFTHE PURSUANT TO SECTION 45.1 OC CODES OF NEW YORK STATE. OF THE TOWN CODE. PLUMBING ALL PLUMBING TE UNDERWRITERS CERTIFICATE &WATER LINES REQUIRED TESTING BEFORE COVERING FLOODCOMPLY ZONE COMPLY WITH CHAP. R "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN App)?Ovell CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLYSYSTEM CANNOT EXCEED 2110 OF I % LEAD. W C9 W Ix W W Z Z W � z m M Lg Lg �77 8 s a w z w U LaM •�/ (tom Oa Q gg Oil L o 'Q F• M 4 O A-0 Zi z OF 7 41-b' 9'-0" 444-0 5q'-4" 1 I1, fl, TV40 SAR FOUND. P. C. • ♦ Q 5' -O - MIN BELOA GRADE BEARINS, 6N UNDISTURBED 3-1/2'x 16'6LLLM .• _' ' VAPOR MIL ACTED POROUS FILL 909 u i G 2'4.. 164 MASONRY OPENING 201_6" 18'_6" Elm FOUNr:)ATI ON FLAN 24 Y :P 0 5GALB 1/4"=I' -O" P F n V�q C ENERAL NOTES I. CONTRACTOR SHALL CHECK AND VERIFY ALL 6ONDITION5 AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLAN5 AND MAKE WORK AGREE WITH SAME. 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR TO 5TARTIN6 ANY NOW. 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFIGATE5 OF OGGUPANGY, IN5PEGTION APPROVALS, ETC,., FOR WORK PERFORMED FROM AGENCIES HAVING JURI5DIGTION THEREOF, IF REQUIRED. 4. ALL WORK SHALL GONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL LOCAL RULES AND REOULATION5. 5. ALL METHODS OF CONSTRUCTION INGLUDIN6 FORM WORK AND PLACEMENT OF CONCRETE ARE TO BE CAREFULLY 5UPERV15FD BY THE CONTRACTOR. b. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHIGH DI5A6REE5 WITH THAT AS INDICATED ON THESE PLANS, THE GONTRAGTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. "1. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SO. FT. AND SHALL HAVE A MINIMUM OF 3'-0" OF COVER. 8. ALL C,0WRETE SHALL BE IN ACCORDANCE WITH TABLE 84022 OF THE NEW YORK STATE RESIDENTAIL GORE. BASEMENT SLAB. 2,500 Pei FOUNDATION WALLS 4 F001IN65. 9,000 Psi SARAFE SLAB, 3,500 Pel 9. ALL POURED CONCRETE FOOTIN65 ARE TO BE REINFORCED WITH (2) #5 REBAR HORIZONTAL CONTINUOUS. IO. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM -FIR NO.2 AS FOLLOWS UNLE55 OTHERWISE NOTED. BENDING 5TRE55 = a50 psl (SINGLE) E = 1,300,000 11. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE (2) 2" X 6" UNLE55 NOTED OTHERWISE. 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION WALLS RIINNIN6 PERPENDICULAR TO JOISTS. 13. ALL STRUCTURAL POSTS ARE TO BE 50LIDLY 15LOGKED TO TOP OF FOUNDATION WALL OR SUPPORT GOLUMN BELOW. 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM GO. I/2" THICK UNLE55 OTHERWISE NOTED. 15. INTERIOR PARTITIONS ARE TO BE GONSTRUGTED OF 2" x 4" WOOD STUD5 AT 16" O.G. WITH 1/2" GYPSUM BOARD BOTH SIDES, UNLE55 OTHERWISE NOTED. 16. ALL INTERIOR DOOR5 SHALL BE STAINED GRADE 6-8" HIGH X 1-3/0" X WIDTH AS, NOTED ON PLAN WITH APPROPRIATE HARDWARE. 17. ALL HOLPIN65 AND TRIM SHALL BE STAIN GRADE. I8. PROVIDE 6-6" MIN. GLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. 19. ALL WINDOWS SHALL BE PERMA-SHIELD INGLUDIN6 DOUBLE- INW.ATEV a -A55, INSECT SGREB'l, 4 JAMB EXTENDERS AS IRSOV, AS MANUFACTURED BY ANDERSEN OR EGMIAL 20. ALL ELEGTRIGAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED AND IN AGGORDANGE WITH N.E.G. REGULATIONS. 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.5. BUILDINS GON5TRUGTION CODE. 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-51TE INSPECTIONS AND / OR OBSERVATIONS OF THE CONSTRUCTION. 24. DO NOT 5GALE DRAWIN65. WRITTEN DIMEN5101,15 SUPERSEDE SCALED DIMENSIONS. 25. THE OWNER SHALL SELECT ALL FIN15H MATERIALS AND COLORS. 26. THESE PRAHIN65 AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJEGT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE GOMPEN5ATION TO THE ARGHITEGT OR ENGINEER. 27. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND UNDERPINNING AS, NECESSARY OF THE EXISTING CONSTRUCTION THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND SIRDER5. 25. DOUBLE MIGROLAMS TO BE NAILED T06ETHER WITH TWO (2) ROWS IGD COMMON WIRE NAIL AT 12" O.G.. 29. ALL TRIMMED AND FLUSH CONNEGTION5 BETWEEN JOI5T5, POSTS, OR RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE FASTENED U51NO GALVANIZED METAL HAN6ER5 BY 'SIMPSON 5TRON6 TIE' OR APPROVED EQUAL. 30. ALL CONCRETE SHALL BE NO LE55 THAN 596 AND NO MORE THAN 7% AIR ENTRAINED. LEOEND l NEW CONSTRUCTION MI SECTION MARK FOUNDATION WALLS0 I6" O.G. FRAMING NOTATION 050 SMOKE DETECTOR z EXHAUST VENT x POST ABOVE N W Z M nJ ci Z g Li J xd J p z o W ow W 8� w y N Vj z m W m MLLJ = _� 3 9" a m n YW �W W INz � Ma Z W N r m w r V1 w, Z m � u�i 2Y3 rn 6 o z m ~ Iz- 8 77c - - - - - - - - - - - - - - - 1814 - / - - - - - b"xb'-O" P.G. FOUND. WALL ON 16 A- P.G. FOOTING REINF. W (2) •4 REBAR 7-2,FK� ON UND15T. SOIL o3 I/2" DIA. MNSTEEL ONLALLY COLUMN ON36"x36"xl2" P.G. FTG. (12 TYP)10,_bll 12-6° NEW 4" P.G. SLAB o CELLAR REINF. W/ bxb-W1.4xl.4 ON 4 MIL VAPOR 14 W.W.M. / BARRIER ON WELL COMP- FILL ACTED POROUSORDER MIMRER� / EggM�� FOOKET-\ fl, TV40 SAR FOUND. P. C. • ♦ Q 5' -O - MIN BELOA GRADE BEARINS, 6N UNDISTURBED 3-1/2'x 16'6LLLM .• _' ' VAPOR MIL ACTED POROUS FILL 909 u i G 2'4.. 164 MASONRY OPENING 201_6" 18'_6" Elm FOUNr:)ATI ON FLAN 24 Y :P 0 5GALB 1/4"=I' -O" P F n V�q C ENERAL NOTES I. CONTRACTOR SHALL CHECK AND VERIFY ALL 6ONDITION5 AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLAN5 AND MAKE WORK AGREE WITH SAME. 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR TO 5TARTIN6 ANY NOW. 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFIGATE5 OF OGGUPANGY, IN5PEGTION APPROVALS, ETC,., FOR WORK PERFORMED FROM AGENCIES HAVING JURI5DIGTION THEREOF, IF REQUIRED. 4. ALL WORK SHALL GONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL LOCAL RULES AND REOULATION5. 5. ALL METHODS OF CONSTRUCTION INGLUDIN6 FORM WORK AND PLACEMENT OF CONCRETE ARE TO BE CAREFULLY 5UPERV15FD BY THE CONTRACTOR. b. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHIGH DI5A6REE5 WITH THAT AS INDICATED ON THESE PLANS, THE GONTRAGTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. "1. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SO. FT. AND SHALL HAVE A MINIMUM OF 3'-0" OF COVER. 8. ALL C,0WRETE SHALL BE IN ACCORDANCE WITH TABLE 84022 OF THE NEW YORK STATE RESIDENTAIL GORE. BASEMENT SLAB. 2,500 Pei FOUNDATION WALLS 4 F001IN65. 9,000 Psi SARAFE SLAB, 3,500 Pel 9. ALL POURED CONCRETE FOOTIN65 ARE TO BE REINFORCED WITH (2) #5 REBAR HORIZONTAL CONTINUOUS. IO. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM -FIR NO.2 AS FOLLOWS UNLE55 OTHERWISE NOTED. BENDING 5TRE55 = a50 psl (SINGLE) E = 1,300,000 11. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE (2) 2" X 6" UNLE55 NOTED OTHERWISE. 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION WALLS RIINNIN6 PERPENDICULAR TO JOISTS. 13. ALL STRUCTURAL POSTS ARE TO BE 50LIDLY 15LOGKED TO TOP OF FOUNDATION WALL OR SUPPORT GOLUMN BELOW. 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM GO. I/2" THICK UNLE55 OTHERWISE NOTED. 15. INTERIOR PARTITIONS ARE TO BE GONSTRUGTED OF 2" x 4" WOOD STUD5 AT 16" O.G. WITH 1/2" GYPSUM BOARD BOTH SIDES, UNLE55 OTHERWISE NOTED. 16. ALL INTERIOR DOOR5 SHALL BE STAINED GRADE 6-8" HIGH X 1-3/0" X WIDTH AS, NOTED ON PLAN WITH APPROPRIATE HARDWARE. 17. ALL HOLPIN65 AND TRIM SHALL BE STAIN GRADE. I8. PROVIDE 6-6" MIN. GLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. 19. ALL WINDOWS SHALL BE PERMA-SHIELD INGLUDIN6 DOUBLE- INW.ATEV a -A55, INSECT SGREB'l, 4 JAMB EXTENDERS AS IRSOV, AS MANUFACTURED BY ANDERSEN OR EGMIAL 20. ALL ELEGTRIGAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED AND IN AGGORDANGE WITH N.E.G. REGULATIONS. 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.5. BUILDINS GON5TRUGTION CODE. 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-51TE INSPECTIONS AND / OR OBSERVATIONS OF THE CONSTRUCTION. 24. DO NOT 5GALE DRAWIN65. WRITTEN DIMEN5101,15 SUPERSEDE SCALED DIMENSIONS. 25. THE OWNER SHALL SELECT ALL FIN15H MATERIALS AND COLORS. 26. THESE PRAHIN65 AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJEGT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE GOMPEN5ATION TO THE ARGHITEGT OR ENGINEER. 27. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND UNDERPINNING AS, NECESSARY OF THE EXISTING CONSTRUCTION THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND SIRDER5. 25. DOUBLE MIGROLAMS TO BE NAILED T06ETHER WITH TWO (2) ROWS IGD COMMON WIRE NAIL AT 12" O.G.. 29. ALL TRIMMED AND FLUSH CONNEGTION5 BETWEEN JOI5T5, POSTS, OR RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE FASTENED U51NO GALVANIZED METAL HAN6ER5 BY 'SIMPSON 5TRON6 TIE' OR APPROVED EQUAL. 30. ALL CONCRETE SHALL BE NO LE55 THAN 596 AND NO MORE THAN 7% AIR ENTRAINED. LEOEND l NEW CONSTRUCTION MI SECTION MARK FOUNDATION WALLS0 I6" O.G. FRAMING NOTATION 050 SMOKE DETECTOR z EXHAUST VENT x POST ABOVE N W Z M nJ ci Z g Li J xd J p z o W ow W 8� w y N Vj z m W m MLLJ = _� 3 9" a m n YW �W W INz � Ma Z W N r m w r V1 w, Z m � u�i 2Y3 rn 6 o z m ~ Iz- 8 77c m m z w S� A-1 8 Iz- OF 5 N F I RST F L O OR P LAN SCALE: 1/4"=1'-0" HVDER MULE ALL MATMAL FOR WOOD FRAMING TO HAVE A MINIMUM !b OF 676 PAL NOMINAL LIRA 918" SPANS: (2) 2X6 UP TO 4LOm (2) 3X6 4'-0' TO 6'-0' (y ZXIO 6t0' TO &+-O- (2) y(IZ 6'-0' TO 10'-0' POSTS SHALL EE 4X4 NOMINAL) NOTE, ALL SITS GALLED OUr ON ANY OF • 71-E FOLLOWING DRAWINGS WILL SWEIRSEDE THIS SCHIE . F 5"T 15'-6' 5H' -B' 14'-2" 5'3' ca S�GON1� PLOOR PLAN SCALE: 1/4"=1'-0" U J J m m 3 N Z Y Vl w W Z M Z ' � s xq JL �d ch LLJ p zo z � eZ (n vi La H � = ZF v 9i N a m� N La w C9 N m Z W i o z m f m c z 4 0 wM o X040 O ®Z" z 4H H wi r P m a A-2 0 z OF 5 PLUMBING RISER D I A RAM N.T.S. SUPPLY ICE DAMN 5HEILDIN6 AS PER SECTION R905.23.1 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE. SEE DETAIL "52" ON PAGE A-6 4'x4" 50LID WOO POST (PRESSURE (2) 2"x8" FLUSH H W/ (2) THRU BOLT EACH POST (PRE "SIMPSON" P05T BASE OR EQUAL TREATED) 12" DIA. GONG. FT 5'-O"(MIN) BELOW 9 0 6RADEap 4 m PLATE BEDROOM DINING ROOM ,SECTION "A -A" SCALE. I/4"=I'-O'- ATTIG W.I.G. KITGHEN TER 0 5 RIDGE VENT 2 x IO RIDGE 2 x 4 COLLAR TIES 0 48" O.G. '.400 ASPHALT ROOF 5HINOLE5 15# FELT PAPER 1/2"GDX PLYWOOD 2 X 8 ROOF RAFTERS, 161- O.G. TYPICAL OVERHANG CONSTRUCTION: I'-0" OVERHANG Ix6 WOOD FASGI, PERFORATED VINYL SOFFIT 4 PREFORMED ALUM. GUTTERS TYPICAL WALL CONSTRUCTION: NEW VINYL PERFECTION SHINGLE SIDING 'TYVEK'HOUSEWRAP I/2" GDX PLYWOOD 2 X 4 5TUD5, I6" O.G. (2) 2x4 TOP PLATE, (I) 2x4 BOT, PLATE 9-1/2" R-15 BATT IN51JLATION I/2" 6YFSUM BOARD INTERIOR FINISH TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING AS PER OWNER 5/4" T. 4 6. PLYWOOD SUB -FLOOR GLUED 4 5GREWED TO 2 x 10 FLOOR .101ST ® I6" O.G. R-25 KRAFT FACED BATT INSULATION 1/2" GDX PLYWOOD TYPICAL SILL CONSTRUCTION: (2)2 X 6 GGA SILL PLATE ALUMINUM TERMITE SHEILD SILL SEAL INSULATION 1/2" ANCHOR BOLTS, 6'-O" O.G. (MAXIMUM 1'-0" FROM CORNERS NO LESS THAN TWO (2) PER SILL) TYPICAL FOUNDATION WALL: MEMBRANE WATERPROOFING OVER 8"x 8'-0" POURED GONGRETE FOUNDATION WALL ON 16"x12" POURED GONC, FTG. REINF W/ (2) #4 REBAR U J _1 d R N n ro 1- N W TYfi . DEOK SECTION I Awa SGALE:5/4" =1'-O" 0 z x OF 5 N JAI' BEDROOM DINING ROOM ,SECTION "A -A" SCALE. I/4"=I'-O'- ATTIG W.I.G. KITGHEN TER 0 5 RIDGE VENT 2 x IO RIDGE 2 x 4 COLLAR TIES 0 48" O.G. '.400 ASPHALT ROOF 5HINOLE5 15# FELT PAPER 1/2"GDX PLYWOOD 2 X 8 ROOF RAFTERS, 161- O.G. TYPICAL OVERHANG CONSTRUCTION: I'-0" OVERHANG Ix6 WOOD FASGI, PERFORATED VINYL SOFFIT 4 PREFORMED ALUM. GUTTERS TYPICAL WALL CONSTRUCTION: NEW VINYL PERFECTION SHINGLE SIDING 'TYVEK'HOUSEWRAP I/2" GDX PLYWOOD 2 X 4 5TUD5, I6" O.G. (2) 2x4 TOP PLATE, (I) 2x4 BOT, PLATE 9-1/2" R-15 BATT IN51JLATION I/2" 6YFSUM BOARD INTERIOR FINISH TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING AS PER OWNER 5/4" T. 4 6. PLYWOOD SUB -FLOOR GLUED 4 5GREWED TO 2 x 10 FLOOR .101ST ® I6" O.G. R-25 KRAFT FACED BATT INSULATION 1/2" GDX PLYWOOD TYPICAL SILL CONSTRUCTION: (2)2 X 6 GGA SILL PLATE ALUMINUM TERMITE SHEILD SILL SEAL INSULATION 1/2" ANCHOR BOLTS, 6'-O" O.G. (MAXIMUM 1'-0" FROM CORNERS NO LESS THAN TWO (2) PER SILL) TYPICAL FOUNDATION WALL: MEMBRANE WATERPROOFING OVER 8"x 8'-0" POURED GONGRETE FOUNDATION WALL ON 16"x12" POURED GONC, FTG. REINF W/ (2) #4 REBAR U J _1 d R N n ro 1- N W TYfi . DEOK SECTION I Awa SGALE:5/4" =1'-O" 0 z x OF 5 N 240# ASHPHALT ROOF SHINGLES EXTERIOR VINYL SIDING (411) EXP05URE VINYL -GLAD WOOD WINDOW EXTERIOR VINYL SIDING (49 EXPOSURE ���MMMM� rfsr �L� L L�Lll�ll ❑0❑ ❑� r i I6 o El MF x 8 GARAGE DOOR r -- - -------------------+----� --------------------------L------ I ---------------------------� L- - - - - - - - - - - - - - - - - - - - - - - - - - - A FRONT ELEVATION 240# ASHPHALT ROOF 5HINOLE5 4" GORNEREOARD EXTERIOR VINYL SIDING (49 EXPO5URE VINYL -GLAD HOOD WINDOW 50ALE, 1/4"=1'-O" RE I I I I I I I I I I , I I , I I , I I I -------------------------------J L--- � I REAR ELEVAT I ON SCALE: 1/4"=1'-O" 240# ASHPHALT ROOF 5H)NGLE5 TURNGRAFT POST 240# A5HPHALT ROOF SHINGLE5 EXTERIOR VINYL 51DINC (4") EXPOSURE 3066 INSUL. ENTRY DOOR TURNGRAFT POS' 36" HIGH RAILING 36" HIGH RAILINE 4" GORNERBOARC �i ii 1 I I , L --- I I - ---�--------------------------- L----- - - - - -- J ------------------ I I FL ---------------------------h L---------------------------� RICHT S I n E ELEVATION I I I I I I I I I I I , I I I I I I I I FL------------------- L-------------------- I II FL------------------------- L--- - ---------------J LEFT S I D E ELEVATION SGALE: 1/4"=1'-O" 6' N m �; d' W q Z ro �Lq s J as Ws > z' LL W W } H U z M H m 3 MC L) m LLJ Y W Z rn Z W 6' m �; q z A-4 OF 7 a W Z Ma Z n ; NOOD FRA INO FASTENINO DETAILS J I SINGLE OR DOUBLE 5TA66ER -1015T5015T5 4 IN. ORen i o USE SPLICE PLATES O TOP PLATE GUT PLATE TIED WITH 25 (9A6E / SEE SECTION 8602.32 � a STEEL ANGLE OR 5OUIVALENT �/ W z W 83 a y TOP PLA FIREBL/2" STEEL La AROUND PIPE COLUMN m p AROUND PIPE SEE HEADER TABLES R502.5(I) corinNuous RIDGE VENT B 1((TYP (TYPICAL) W V 9 F JACK STUDS AND R502.5(2) MIN. P AIR SPACE 3 OR TRIMMERS BETWEEN 1/2" G.D.X. SHEATHING d' w SLAB WALL STUDS AND 2 x 12 RIDGE .�J� a N� TUD SEE SECTION 8602.3 ` STEEL BASEPLATE W/ N En Of n 240# ASPHALT ROOF SHINGLES —� (2) ANCHOR ESOLTS Z d' 11..11.x.. BORED HOLE MAX. 1/2" G.D.X. PLYWOOD SHEATHING ON I" GROUT BED. W �F W Ld DIAMETER 40 PERCENT OF 5ND DEPTH 2 x 12 RIDGE 5/H IN. MIN, TO EDGE PLATE SOLID BLOCKING TOP OF 4" P.G. SLAB � W 5/8 IN. MIN. TOE FLOOR JOISTS 2 x 10 ROOF RAFTER SUBFLOOR i N r SILL PLATE — — — — — — FOUNDATION CRIPPLE WALL ' �� �a1 — — — _ SEE SECTION 8602.9 V TO TOP OF FOOTING N I - - _ - - - _ FOUNDATION w NOTCH ML51F NOTREINFORCED COLUMN FOOTING EXCEED 25 ENT L - - - - - - - - - - - WALL STUDS \�%\\j • a • . a %// \/� A5 RrG'O (SEE PLAN) OF TUD DEPTH ANCHOR BOLTS EMBEDDED IN p /^ A I7\/\/\/\/��\/�/�/�/�\\/�\ 77 BORED HOLE5 5HALL IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX. TYP. R I DC E DETAIL J� I ,tea^s NOT BE LOCATED IN THE IF HOLE IS BEfYdEEN 40 PERCENT AND DIAGONAL BRACE D E TA I L SAME GROSS SECTION OF 60 PERCENT OF SND DEPTH, THEN 5TUD LET INTO 5TU05 OF= TYT'IGAL COLUMN BASE MU5T BE DOUBLE AND NO MORE THAN TWO CUT OR NOTCH IN SND SIJGGE551VP STUDS ARE DOUBLED AND 50 CORNER AND PARTITION P05T5 BORED 5GALE: 3/4" =1'-O" SGAL& I" oLl W APPLY APPROVED SHEATHING OR BRACE NOTCHING 4 BORED HOLE LIMITATIONS FOR EXT. AND 5EARIN6 WALLS EXTERIOR WALL5 WITH I IN. BY 4 IN. BRACE5 LET uce"sco INTO 5TUD5 AND PLATE5 AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER `o a 4 SCALE: N.T.5. APPROVED METAL STRAP DEVICES INSTALLED IN I ACCORDANCE WITH THE MANUFACTURER'S •II m SPECIFICATIONS. SEE SECTION R 602.10. �. TYPICAL FRAMIN6 DETAIL SCALE: N.T.S. �INDO NA TOP PLATE L - —SIDING W I�T �TTT L/3 i i L13� 9 U 1� l�llTl N NO NOTCHES �D FIN15H WALL PLYWOOD SHEATHING 1D I + 5y Z m 1h MAXI`PERMITTED'�I TUD I 0/6 MAX, i c FLA5HIN6 S N p BORED HOLE SMP RGtl1T FLOOR J015T - CENTER GUT5 I"x3" VINYL COATED WOOD CASINO / d (TO BE REPLACED OR REPAIRED / D m C21 i OF SND DEPTH HEADER AFTER EACH PACE INSTALLATION) m � 1 5/H IK MIN. TO EDGE I"x2" WOOD SPACER 5/B IN. MIN. TO ED I I / 4 I I D/4 MAX. �� SGREW58®a o G. INTERIOR } CASING D O , m 1 Y PREDRILLED FASTENING Z�' LD/4 MAX. I HOLES ® 9" O.G. F p 3 y NOTCH HL6T NOT D a O Q p EXCEED 25 PERLENi 1/2" COX PLYWOOD D T OF SND DEPTH FLOOR JOIST -END GUTS STRUCTURAL PANEL ,F Z BORED HOLES SHALL I LdD NOT BE LOCATED IN THE D FROM 5AME GR055 5EOTION OF MAX. D _ Cur OR NDTGH IN STUD SUPPORT I �� D D �s I I 4 NOTCHED 4 BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS D/3 MAX.-J 1 FINISH SILL D Q-) 5GALE: N.T.S. iy • � I O1/2" COX PLYWOOD RAFTER GEILING J015T5 (8026) STRUCTURAL PANEL ® EXTERIOR OR BEARING WALL STOOL O M �� PREDRILLED FASTENING it z GQ I HOLES ® W O.G. Evj ASIRN6R 11 i �I NOTCH GREATER THAN 50 0/3 MAX. PERCENT OF THE PLATE WIDTH 16 GAGE (0.0054 IN.) AND I.5 IN. WIDE / 4 METAL TIE ACRO55 AND TO EACH 2-1/2° ><6 WOOD j WOOD GAGING DOUBLE SILL i SIDE E THE NOTCH WITH 6 - Ibd 51-RENS 0 9" O.G. / a NAILS EACH SIDE. x2" WOOD SPACER ~ PIPE OR CONDUIT F1 EH / Z 2 IN. MIN. FROM TOPi a AND BOTTOM OF J015T D (ACTUAL DEPTH) "xB" wooD CASING y TOP PLATES PIPE PLYWOOD SHEATHING TYP. NOTCHING DETAIL 5TRUCTURAL PANEL ATTACHMENT DETAIL WOOD STRUCTURAL PANEL DETAIL A-S TOP PLATE FRAMING TO ACCOMODATE PIPING SCALE: N.T.5. 5GALE: N.T.S. 5GALE: 3"=1' O" z 5GALE: N.T.5, x OF 7 N INSULATION AS REG'D— 2ND rL.m "2x" GEILING JOISTS AS REG'D to LU SEGOND FLOOR 2ND FIRST FLOOR FINISH FLOOR AS SPEG. SUBFLOOR AS REG'D. "2x" GEILING JOISTS - AS REG'D GELL,AR I/2" EXPANSION JOINT MATERIAL IST 4" GONG. SLAB H// 6"x6" #10/10 H.W.F. VAPOR RETARDER— (2) #5 REBAR5 GONT UNDISTURBED SOIL — GONTINUOUS RIDGE VENT DETAIL " R " "2x" RIDGE BOARD ONE SIZE LARGER THAN RAFTERS SHINGLES AS SPEG. —ROOFING FELT AS REGV — PLYWOOD DEGKING AS REG'D "2x" RAFTERS AS REG'D —GONTINUOUS SELF ADHESIVE IGE DAM MEMBRANE, FROM EAVES EDGE TO 24" MIN. INSIDE THE EXTERIOR HALL LINE. DETAIL " s " — DETAIL " T " BEYOND i xb FASGIA PREFORMED ALUMINUM PERFORMED VINYL SOFFIT \ GROWN MULDINO OVER xO TRIM BOARD DETAIL " U " (BEYOND) INSULATION AS REG'D TI SHEATHING AS REG'D II I II I I SIDING OR 5TUGGO AS SPEC.- SEE ELEVATION Iln I 11 DETAIL " V " (BEYOND) x DETAIL " IN " (BEYOND) DOUBLE JOIST @ TIE DOHN L� DOUBLE TOP PLATE DETAIL DETAIL " 5 " DETAIL " T " 2x4 STUDS AT I6" O.G. OR AS REG'D INSULATION AS REG'D DETAIL " x " DETAIL " Y " DETAIL 11 2 " (2) 2x6 SILL PLATE f' ANCHOR BOLTS O 23" O.G. MAX. °a APPROXIMATE GRADE WATERPROOFING OR DAMPPROOFIN6 AS REG'D ASPHALT COATING (TYP) 3" PERIMETER DRAIN H/ 5EE FOUND. PLAN FILTER FABRIC TYF. NALL SECTION TWO STORY H/ GELLAR SCALE: 3/4" =1'-O" RAFTER TIE 9 16" D.G. MODEL "GS20" 12'. O ROOF RAFTER ROOF RAFT OR FLOOF RAFTER G (2) (9 MODEL " 1 - DOUBLE TOP PLATI WALL 5TUI ROOF RAFT" OR FLOOR RAFTER GD 16" O.G. MODEL " H2 NOTE: THIS DETAIL 15 UTILIZED W ill/ HHEN HALL STUDS ALIGN DIRECTLY DOUBLE ARE NOT ALIGNEDUSE GONNFTER EGTORSS NOTE: THIS CONNECTOR 15 AL50 USED TOP PLATE IN DETAIL' $ '� T" ON THIS PAGE FOR GONNEGTIN& THE FLOOR J015T5 \p TO THE STUDS ON A CANTILEVER. ®RAFTER -TO -RAFTER CONNECTION TYP. ® EACH RAFTER RAFTER -TO TOP PLATE TO STUD CONNECTION (2) a I6" D.G. RAFTER -TD TOP PLATE CONNECTION ® 16" O.G. UTILIZED WHEN HALL STUDS ALIGN DIRECTLY H/ RAFTERS 5 UTILIZED AHEN WALL STUDS DO NOT ALIGN DIRECTLY N✓/ R MODEL " G520 " BY SIMPSON STRONG TIE SCALE. N.T.S. MODEL " H2" BY 51MP50N 5TRON6 TIE scaiE: N.r.s. MODEL " H2.5" BY SIMPSON STRONG TIE SCALE: N.T.S. DBL. TO WALL STUD DBL TOP PLATE PLATE 6ALV. METAL STRAP (9 16" D.G. END ATTAGHED H/ (4) LENGTH 8d NAILS AT BOTH HEADER END LENGTHS. 6ALV. METAL STRAP BASE PLATE 16" O.G. MODEL " SP4 36 -42 - CUT RIM JOIST LENGTH SPA12' DBL. TOP PLATE INCLEACLR WALL STUD 2' NAILS OF STUD OTOP PLATE TO SND CONNECTION AT &ABLE -END WALL ® 16" O.G. MODEL " 5P4" BY SIMPSON 5TRON6 TIE 5cALE: N.T.S. L. HALL STUD BASE GAL V GOUPI DBL. STUD 6ALV. METAL TIE-DOHN RIM JOIST DBL. TOP PLATE A6ALV, METAL TIE -DOWN AAN 32" OF EACH CORNER OF STRUCTURE MODEL " PH02 " BY SIMP50N 5TRON6 TIE xALE' N.Ts. WALL STUAo.G.p 6ALV, ME STRAP g 1ATTAGHED8d NAILS END LENl5 RIM JOIST DBL. SILL PLATE O I SILL PLATE TO RIM JOIST CONNECTION "LTP4" BY 51MP50N 5TRON6 TIE SCALE: N.T5. 6ALV. METAL STRAP 016" O.G. (MODEL " G5209 JAGK JACK STUD TO HEADER CONNECTION MODEL " G520 " SY SIMP50N STRONG TIE x ' N.rs. DBL. HALL— STUD 6ALV. METAL TIE-DOHN BASE PLATE RIM JOIST ALV. META G COUPLING DBL. SILL PLATE 6ALV. METAL TIE -DOWN WIN 52" X OF EACH CORNER OF STRUCTURE AND 6A A MODEL " HTT22" BY SIMPSON STRONG TIE HALL STUC 6ALV. MEQ STRAP @ I BOTTOM PI RIM JOIST PROVIDE 9 EAGH FL WALL STUD Provide minimum 1' end distance Equal number of- speclfled nalls In each end OSTUD TO EASE PLATE TO RIM / JOIST TO TOP PLATE TO STUD CONNECTION ® 16" O.G. Y MODEL "GS20" BY 51MP50N STRONG TIE 51 -ALE. N.T.S. NIuiRi 6ALV. METAL HASHMIN. 5" SG. (MODEL 1/2" DIA. x 12" ANGH " J" BOLT @ 23" O.0 (MIN. 7" EMBEDMEN- (2) 2 x 6 G.G SILL PLATE FOUNDATION WALL 700R HEADERS I O I ANCHOR BOLT -WASHER CONNECTION ® 23" O.G. SGA -5 N.T5. MODEL " BP " BY SIMPSON STRONG TIE SCALE: N.T.S. OCONNECTION FROM STUDS TO RIM J015T Q ON CANTILEVER. (WHEN STUDS DO NOT ALLION V41 FLOOR JOISTS) MODEL " G516" BY SIMPSON STRONG TIE SCALE: N.T.S. N r m M a w a R U m a .� O W Z M s OIL 04 J CL a J V1 00 Q. �_gypp W Y C 2 O R� W�i W> W Mw 8 H �} M W z M ~_ �� 3 UQ� JN a mn � VlILLJ �v Y LLA w MY Z MIL ILW N r m M a w a R U m a A-6 5!�7 .� O wM � OIL 04 p ®0 o O A-6 5!�7 - TWOIIIIIIIIIii STORY RENCE; LIST OF DRAWINGS -�0 a) COVER I"Ac I� ■ ■ ■u �LJLJ===C�lFOR LE r D -_ CCS■ ■■■■ -_ ■■ ■■� _: ■■■ ■•�■■�AI tiT FPLAN, 2ND FLOOR PLA\ ALIANO REALTY ilii ❑ iiii _ ■■n nn -� • n =�- _u■uc-=uu■m-=-1 a _- ASECTION *A -An PLUMBING UMr ING I<ISrr DIA. ■ n nn t= I IIIIIIIIIII�I�IIIIIII�IIIIII�� '� � ;;=��IIIII II LOT (03m 304) A 4 ELEVATIONS of of of IoJ of o of to -� DETAILS CUTCHOGUE, NY ion lob �o� ioi �o� o� �o� 1oi �o���C❑•�o��oCC❑•I!ol1 I•I METAL CONNECTION DETAILS S BUILDINGCODEANALYSIS s�� .. 1. REFERENCE STANDARD: 12. FLOOR AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS EXISTING 1ST. FLOOR: N/A EXISTING 2ND. FLOOR: N/A PROPOSED 1ST. FLOOR: 1214 S.F. PROPOSED 2ND. FLOOR: 899 S.F. GARAGE AREA: 440 S.F. PORCH AREA: 140 S.F. 3. DESIGN LOADING: CEILING LIVE LOAD: 20 P.S.F. 2ND. FLOOR LIVE LOAD: 20 P.S.F. 1ST. FLOOR LIVE LOAD: 30 P.S.F. EXTERIOR DECK LOAD: 40 P.S.F. SNOW LOAD (ROOF): 32 P.S.F. WIND LOAD: 32 P.S.F. (110 MPH) SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. OSEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, STRUCTURAL ELEMENTS, & LOAD PATHS 4. EGRESS WINDOW SCHEDULE: WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET OF EMERGENCY ESCAPE AREA MODEL# CLEAROPENING MODEL# CLEAROPENING TW 3046 INUMBEROF1 BOX NAILS TW 3062 8.05 S.F. New York State Energy Conservation Construction Code INUMBER OF I BOX NAILS NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED WITH AN ASTERISK (") ON FLOOR PLANS 15. N.Y.S. ENERGY CODE: REScheck Compliance Certificate JOINT DESCRIPTION NUMBER OF COMMON NAILS INUMBEROF1 BOX NAILS NAIL SPACING New York State Energy Conservation Construction Code INUMBER OF I BOX NAILS I NAIL SPACING REScheck Software Version 3.6 Release 1 WALL SHEATHING Rafter to Top Plate (Toe -nailed) (Table 3.4A) 3-8d 3-1 Od COUNTYSuffolk Stuclural Panels 8d 10d 6" edgel 12" field STATE. New York 3-8d 3-1 Od per Joist Fiberboard Panels 7/16" 25/32" HDD 5750 - - 3" edge/ 6" field 3" edge/ 6" Feld Ceiling Joist to Parallel Rafter (Face-nalled) (Table 3.9A) 6-16d CONSTRUCTION TYPE: Detached 1 or 2 Family each lap Gypsum Wallboard 5d coolers 5d coolers HEATING TYPE: Non -Electric Ceiling Joist to Laps Over Partitions (Face -nailed) (Table 3.9A) 6-16d 40d each lap WINDOW / WALL RATIO: 0.15 ad 8d 6" edge/ 12" field Collar tie to Rafter (Face -nailed) (Table 3.6A) COMPLIANCE: Passes 3-10d per tie particleboard Panels ad Maximum UA = 407 (see manuf.) Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od Your Home UA = 383 Diagonal Board Sheathing 1"x6"or 1"x8" 1"x10"orwider 2-8d 3-1 Od per support 5.9% Better Than Code (UA) 2-16d 3-16d each end 3-8d 3-10d Gross WALL FRAMING FLOOR SHEATHING Glazing 2-16d Area or Cavity Cont or Door 10d Perimeter R -Value R -Value U -Factor UA Ceiling L Flat Ceiling or Scissor Truss 1246 25.0 0.0 50 Ceiling 2 Cathedral Ceiling (no attic) 55 250 0.0 2 Wall I Wood Frame, 16" ox 2388 15.0 0.0 156 Window l Wood Frame:Double Pane 324 3-1 Od per support 0.330 107 Door 1. Solid 20 I per stud 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. If wall sheathing is nailed 3 Inches on -center at the panel edge to obtain higher shear capacllles,nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. 2, When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1.16d nall per foot. 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. 0.540 11 Door 2* Glass 24 per foot FLOOR FRAMING 0.330 8 Floor] All -Wood Joist/Truss Over Unconditioned Space 1215 250 0.0 46 Floor 2: All -Wood 7olst/Truss:Over Outside Air 80 25.0 0.0 3 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF COMMON NAILS INUMBEROF1 BOX NAILS NAIL SPACING JOINT DESCRIPTION NUMBER OF COMMON NAILS INUMBER OF I BOX NAILS I NAIL SPACING ROOF FRAMING WALL SHEATHING Rafter to Top Plate (Toe -nailed) (Table 3.4A) 3-8d 3-1 Od per rafter Stuclural Panels 8d 10d 6" edgel 12" field Ceiling Joist to Top Plate (Toe -nailed) (Table 3.4A) 3-8d 3-1 Od per Joist Fiberboard Panels 7/16" 25/32" 6d 8d - - 3" edge/ 6" field 3" edge/ 6" Feld Ceiling Joist to Parallel Rafter (Face-nalled) (Table 3.9A) 6-16d 40d each lap Gypsum Wallboard 5d coolers 5d coolers 7" edge/ 10" field Ceiling Joist to Laps Over Partitions (Face -nailed) (Table 3.9A) 6-16d 40d each lap Hardboard ad 8d 6" edge/ 12" field Collar tie to Rafter (Face -nailed) (Table 3.6A) 3-8d 3-10d per tie particleboard Panels ad Bit (see manuf.) Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end Diagonal Board Sheathing 1"x6"or 1"x8" 1"x10"orwider 2-8d 3-1 Od per support Rim Board to Rafter (End -nailed) 2-16d 3-16d each end 3-8d 3-10d per support WALL FRAMING FLOOR SHEATHING Top Plate to Top Plate (Face -nailed) 2-16d 2-16d per foot Structural Panels 1" or less greater than 1" Bd 10d 6" edge/ 12" field Top Plates at Intersections (Face -nailed) 4-16d 5-16d Joints each side 10d 16d 6" edge/ 6" field Stud to Stud (Face -nailed) 2-16d 2-16d 24" o.c. Diagonal Board Sheathing 1"x6"or 1"x8" 1"xl Wor wider 2-8d 3-1 Od per support Header to Header (Face -nailed) 16d 16d 16"o.c. along edges 3-8d 3-1 Od per support Top or Bottom Plate to stud (End -nailed) 2-16d I 2-40d I per stud 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. If wall sheathing is nailed 3 Inches on -center at the panel edge to obtain higher shear capacllles,nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. 2, When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1.16d nall per foot. 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. Bottom plate to Floor Joist, BandJoist, Endjoist, or Blocking (Face -nailed) 2-16d 2-40d per foot FLOOR FRAMING Joist to Sill, Top Plate of Girder (Toe -nailed) 4-8d 4-1 Od per Joist Bridging to Joist Toe -nailed 9 9 ( ) 2-Bd 2-10d each end Blocking to Joist (Toe -nailed) 2-Bd 2-10d each end Blocking to Sill or Top Plate (Toe -nailed) 3-16d 4-16d each block Ledger Strip to Beam (Face -nailed) 3-16d 4-16d each Joist FASTENERS FOR ASPHALT ROOF SHINGLES Joist on Ledger to Beam (Toe -nailed) 3-8d 3-1 Od per joist Band Joist to Joist (End -nailed) 3-16d 4-16d per joist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 gage 10.105 Inch (2.67 mm)] shank with a minimum 3/8 -Inch (9.5 mm) diameter head, ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 Inch (19.1 mm) into the roof sheathing. Where the roof sheathing is less than 3/4 Inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. §RR905.2.6 Attachment. Asphalt shingles shall have the minimum number of fasteners required by the manufacturer. For normal application, asphalt shingles shall be secured to the roof with not less than four fasteners per strip shingle or two fasteners per individual shingle. Where the roof slope exceeds 20 units vertical In 12 units horizontal (20:12), special methods of fastening are required. EXCEPTION: Asphalt strip shingles shall have a minimum of six fasteners per shingle where the roof is in one of the following categories: 1. The basic wind speed per Figure RR301.2(4) is 110 miles per hour (177 km/h) or greater and the save is 20 feet (6096 mm) or higher above grade. 2. The basic wind speed per Figure RR301.2(4) is 120 miles per hour (193 km/h) or greater. 3. Special wind zones per Figure RR301.2(4). Band Joist to Sill of Top Plate (Toe-nalled) 2-16d 3-16d per foot ROOF SHEATHING Structural Panels 8-0 10d 6" edge/1 T' field Diagonal Beard Sheathing 1 "x6" or 1"x8" 1 "x10" or wider 3 Scl 3-Bd 2-10d 3-10d per support per support CEILING SHEATHING Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" field 9 'n 1 d z m gc m a o Qne Q J a OF7 Qne Q z� o 0< WJ J a OF7 4'-8" : • FUND. W:f - •L. FOOTINJ •• �• - pal 44_0 5T-411 38'-0" C no I 9'-0" 6'-9' KJ • \ \ �� Mill f! T�NO GAP, FOUND. NALL Ib"xI2" P.C. FOOTING Y -O" MiN. BEL -OVA GRADE BEARING ON UNDISTURBED SOIL mill �� NEVA 4' - R, IN � _ • • ' ' -•- n i •191%v • - _ ® • • • • j I • POROUSACTED • V N IQ' -4" ry xT'-0'6AR0.6E DOOR _ ___ - 3-I/2 x II -1/6 6WLAM 2'-2" 51_011 MASONRY OPENING 4--b- 441-011 EOUNI7ATI ON FLAN 2'-0" `P v SCALE, 1/4"=1'-O" 2. 3. 4. 5. 6. 7. 8. Q. 10. E 13. 14. 15. 20. 21. 22. 23. 24. 25. 26. 27 28. 29. 30. GENERAL NOTES CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR TO STARTING ANY WORK. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDIGTION THEREOF, IF REQUIRED. ALL WORK SHALL CONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL LOGAL RULE5 AND REGULATIONS. ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AND PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY THE GONTRAGTOR. IF IN THE COURSE OF CONSTRUCTION A CONDITION EX15T5 WHIGH 0I5AGREE5 WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY THEREFROM. ALL FOOTIN65 SHALL BEAR ON UNP15NRBED 501L WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER 50. FT. AND SHALL HAVE A MINIMUM OF 3'-0" OF COVER. ALL CONCRETE SHALL BE IN ACCORDANCE WITH TABLE R402.2 OF THE NEW YORK STATE RESIDENfAIL CODE. BASEMENT SLAB, 2_400 pal FOUNDATION WALLS 4 FOOTINGS, 9)000pal 6ARA6E SLAB, 3$00 pal ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH (2) 85 REPAIR HORIZONTAL CONTINUOUS. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM -FIR NO.2 AS FOLLOWS UNLESS OTHERWISE NOTED, BENDING 5TRE55 = 850 p5l (SINGLE) E = 1,300,000 ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE (2) 2" X 6" UNLESS NOTED OTHERWISE. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION WALL5 RUNNING PERPENDICULAR TO JOISTS. ALL STRUCTURAL F05T5 ARE TO BE SOLIDLY BLOCKED TO TOP OF FOUNDATION WALL OR SUPPORT COLUMN BELOW. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM GO. 1/2" THICK UNLESS OTHERWISE NOTED. INTERIOR PARTITIONS ARE TO BE GONSTRUGTED OF 2" x 4" WOOD 5TUD5 AT 16" O.G. WITH 1/2" GYPSUM BOARD BOTH SIDES UNLE55 OTHERWISE NOTED. ALL INTERIOR OOOR5 SHALL BE STAINED GRADE 6'-H" H16H X I-3/8" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. PROVIDE 6'-8" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE, ALL WINDOWS SHALL BE PERMA-SHIELD INGLIAIN6 DOUBLE- IWAILATED 6LASS, INSECT SCREEN, 4 JAMB EKWOERS AS RWO, AS MANUFACTURED BY ANDERSEN OR EAUAL. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. BUILDING CONSTRUCTION CODE. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE GERTIFICATION OF THESE PLANS. THE ARGHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS AND / OR OBSERVATIONS OF THE CONSTRUCTION. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS 5UPER5EDE SCALED DIMENSIONS. THE OWNER SHALL SELECT ALL FINISH MATERIA -5 AND COLORS. THESE DRAWING5 AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY A6REEMENT IN WRITIN6 AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND UNDERPINNIN6 AS NECE55APY OF THE EXISTING CONSTRUCTION THROUGHOUT GON5TRUGTION OF NEW FOUNDATION AND GIRDERS. DOUBLE MIGROLAMS TO BE NAILED TOGETHER WITH TWO (2) ROW5 IGD COMMON WIRE NAIL AT 12" O.G.. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, P05TS, OR RAFTERS TO BEAMS, 6IRDER5 OR STRUCTURAL MEMBERS TO BE FASTENED U51NG 6ALVANIZED METAL HANGERS BY 'SIMPSON 5TRON6 TIE' OR APPROVED EQUAL. ALL CONGRETE SHALL BE NO LESS THAN 5% AND NO MORE THAN 7% AIR ENTRAINED. LEGEND SMOKENFV4 CONSTRUCTION Fr- FOUNDATION K4LLLS 0 ED DrTF6TOR �( P05T ABOVE A SECTION MARK MI 2x5 RR 0 16"04. FRAMING NOTATION zEXHAUST VENT N r m ro F- w d z W 9z m m W Z s J CL W s_ 2 W La y LLW e 1- La Y �z M H 3 ra " 9 N mn V1 >[ 3 W Z W N r m ro F- w d z m m A-1 b 2 OF 5 F I R S T F L O O R F L A N SCALE 1/4"=1'-0" HEACM MULE ALL MATERIAL POR WOOD PRAMINS TO NAVE A MININN N7 OF 629 P.S.I. NOMINAL LUMBER SIZE, SPAM. (y 2X6 UP TO 4'-00 (2) 0X6 4'-0' TO 6'-0• (0) 3X10 6'-0• TO bb' (2) 2X12 660' TO 10'4• MOTS SHALL BE 4X4 (NOMINAL) NOTE, ALL 6122S GALLED OVT ON ANY OP* THE POLLOWIN6 PRANINB6 WILL 9UPER9EOE T14I6 9OFlmULE. 51 --ill 15'-6" 55.-b.. 5EG0N1;) FLOOR FLAN SCALE:/4"=1b" d m g Z Q 0 a `I C Wm O Lao � z �O a b � a Of AW2 z z OF 5 Vi a' W Z Z n ' ; U g �Ld d C Ld > W W _�Elf 8� V! a3 s_ FF mH a6 M 3 = z 9 m� N � CLBJl Y W X Z W d m g Z Q 0 a `I C Wm O Lao � z �O a b � a Of AW2 z z OF 5 240* A5HPHALT ROOF SHINOLE5 EXTERIOR VINYL 5IDIN6 (49 EXPOSURE Ib x 8 GARAGE DOOR 240# A5HPHALT ROOF SHIN6LE5 4" GORNEREOARD EXTERIOR VINYL 5I1DIN6 (4") EXPOSURE VINYL -GLAD HOOD HINOOH F SCALE, 1/4"=1'-O" VINYL -GLAD HOOD WINDOW EXTERIOR VINYL 5I0IN6 (49 EXPOSURE :SFITiINII9 Zi7=-M 240# ASHPHALT ROOF 5HIN6LE5 TURNGRAFT POST 3068 INSUL. ENTRY DOOR 36" H16H RAILING I I I I II I I I I I I I I I I I I II II L_ -- ----------------I REAR E 1.. E V A T 1 O N 240# ASHPHALT ROOF SHINGLES EXTERIOR VINYL SIDIR (49 EXP05UPI TURNGRAFT P05' 7;1P.IGJIM-9l111110, 4" GORNER60ARI EX I I I I I II II I I I I I I I I I I I I I _________________________I L_--__ ____-_-�----------------- I I FL L ---------------------------J RI CHT S1r;)E ELEVATION I I I I I I I I I I I I I I I I I I I I I I I FL L -- I ------------------------- -----------------------L LEFT SIDE E L E V A T I O N SGAM 1/4"=I' -O" Ej T m u 31 m d z ❑❑ ❑❑ ❑❑ ❑0 U ❑❑- 71 FE JAI ❑❑❑❑❑❑❑❑�❑❑�❑❑ m zT" <F mo LJ�fT -i ❑ Ell❑ ❑❑ ❑� ❑❑ ❑❑ ❑ F 1:73 ❑❑ 0-1 ❑❑ Im 70 M = —_ �.i-------------------J�—___� I------------------- --------------------------- ---- J-1 L ---------------------------J RONT ELE\(AT1 ON SCALE, 1/4"=1'-O" VINYL -GLAD HOOD WINDOW EXTERIOR VINYL 5I0IN6 (49 EXPOSURE :SFITiINII9 Zi7=-M 240# ASHPHALT ROOF 5HIN6LE5 TURNGRAFT POST 3068 INSUL. ENTRY DOOR 36" H16H RAILING I I I I II I I I I I I I I I I I I II II L_ -- ----------------I REAR E 1.. E V A T 1 O N 240# ASHPHALT ROOF SHINGLES EXTERIOR VINYL SIDIR (49 EXP05UPI TURNGRAFT P05' 7;1P.IGJIM-9l111110, 4" GORNER60ARI EX I I I I I II II I I I I I I I I I I I I I _________________________I L_--__ ____-_-�----------------- I I FL L ---------------------------J RI CHT S1r;)E ELEVATION I I I I I I I I I I I I I I I I I I I I I I I FL L -- I ------------------------- -----------------------L LEFT SIDE E L E V A T I O N SGAM 1/4"=I' -O" Ej T m u 31 m d z m O U ®O m zT" U AA a OF 7 O ®O m zT" <F mo < -i U AA a OF 7