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HomeMy WebLinkAbout31641-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32637 THIS CERTIFIES that the building NEW DWELLING Date: 09/28/07 Location Of Property: 165 WALNUT PL MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 142 Block 1 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 26, 2005 pursuant to which Building Permit No. 31641-Z dated DECEMBER 1, 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 COVERED ENTRY & REAR DECKS AS APPLIED & AS PER CONDITIONS OF ZBA #5660 DATED 3/10/05. The certificate is issued to ALFRED J & GLORIA GIARDIELLO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMERT OF HEALTH APPROVAL R10-04-0131 09/20/07 ELECTRICAL CERTIFICATE NO. 3007712 05/11/07 PLUMBERS CERTIFICATION DATED 06/01/07 J.ZEES PLUMBING & HEATING A horized Signature Rev. 1/81 61U 9�_� ' Form No. 6 TOWN OF SOUTHOLD CT BUILDING DEPARTMENT -r—r-a T0L 765 18021�n APPLICATION FOR CERTIFICATE OF OCCUPANC7�'24I This application must be filled in by typewriter or ink and submitted to the Building Departigmentwlf €tdc}oE to L_ 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. New Construction: Old or Pre-existing Building: �, (check one){V� t. Location of Property: J 5 _ ` Ai •'� J I f (�L� t/� L i= I I /-t � C House No. Street Hamlet Owner or Owners of Property: _ a LF[�El C LO R I A G 10 R -D I e LL, -c) Suffolk County Tax Map No 1000, Section , Block Q Lot �T Subdivision Filed Map. Lot: Permit No, j n Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ ?31-35 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31641 Z Date DECEMBER 1, 2005 Permission is hereby granted to: ALFRED J GIARDIELLO 208 JEFFERSON STREET FRANKLIN SQUARE,NY 11010 for : DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED ENTRY & REAR DECK AS APPLIED FOR PER ZBA DECISION # 5660 at premises located at 165 WALNUT PL MATTITUCK County Tax Map No. 473889 Section 142 Block 0001 Lot No. 014 pursuant to application dated SEPTEMBER 26, 2005 and approved by the Building Inspector to expire on JUNE 1, 2007. Fee $ 1,126.40 Authorized Signature ORIGINAL Rev. 5/8/02 �3I Z9H�2I/1_ l A01;;E LS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Gochringer Vincent Orlando James Dinizio, Jr - Michael A. Simon GOGGI S Southold Town Rall 53095 Main Road a P.O. Box 1179 Southold, NY 11971-0959 Office Logatiott: Town Annex /First t Floor, Norttt Fork Batik 54375 Main Road (at Youngs Avenue) Southold, NY 11971 httpif/ioutholdtowii-n()rthfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 10, 2005 ZB Ref. 5660 -- ALFRED J. and GLORIA GIARDIELLO Property Location: 165 Walnut Place, Mattituck CTM 142-1-14 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is Implemented as planned. PROPERTY FACTSIDESCRIPTION_ The applicants' 7,160 sq. ft. parcel has 50.87 feet along Walnut Avenue in Mattituck, and is improved with a 16' x 35' dwelling structure, referred to in Pre - C/O #17261 issued 9188 and the new survey prepared by Young & Young June 1, 2004. BASIS OF APPLICATION: Building Department's November 3, 2004 Notice of Disapproval, citing Section 100-244 in its denial of a building permit to construct a new dwelling at less than 35 feet from the front property line, after demolishing the existing dwelling. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 3, 2005 at which time written and oral evidence were presented, Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: / AREA VARIANCE. RELIEF REQUESTED: The applicants wish to construct a new two-story dwelling, 25 feet wide by 52 feet deep (Including the rear deck), along the existing nonconforming location footprint, 13 feet from the front lot line, and with one nonconforming side yard to remain at 12.74 feet, after demolishing the existing dwelling. The applicants also request lot coverage at 27% to include the dwelling, plus 300 sq, ft. deck, existing 197 sq. ft. frame shed, 452.4 sq. ft. swimming pool, for a total of 1949.4 sq. ft. REASONS FOR BOARD ACTION; On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants' proposed new construction is for a single-family, two-story dwelling measuring 52 feet in depth (46 feet plus 12 ft. wood deck). The alternative relief with respect to the setback will increase from its existing 13 ft. nonconforming U4/1812005 11:52 63129842 WILLIAM C GOGGIN Page 2 — March 1 o, 2005 ZB Ref. 5660 — A. and G. Glardiello CTM ID: 142-1-14 location, to 20 feet, with more conformity to the code's 35 ft. front yard requirement. The alternative relief with respect to the lot coverage will also bring the construction into more conformity to the ya ds will beiot 12.74vand 12.69, iitnste dom the of the codes quiredsted oto 115 ft?andD10for all ft, although he total wils. The lbde e conforming at 25 feet. 2. The grant of altemative relief Oil provide a benefit that cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The preexisting dwelling is nonconforming In its original footprint 13 feet from the front lot line along Walnut Street. The lot is only 7,160 sq. ft., and reduction in strict standard of the code is inevitable. 3. The relief granted is substantial, reflecting a reduction of 15 feet from the code required 35 ft. front yard setback, and 1.2% increase over the code restriction for a maximum lot coverage of 20%. 4. The difficulty was self-created and is related to applicant's desire to build a new dwelling that does not conform to the zoning code requirements. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single-family dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Simon, and duly carried, to DENY the relief as applied for, and to GRANT alternative relief with a minimum front_ yard_ setback_of 20 feet, with a maximum lot coverage __K_2_120/6, and second side yard at a minimum of 12.74 feet. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-��� ` t � � Ruth D. Oliva, Chairwoman 417/05 Approved for Filing 772 All -/ - /V a@rL3J'r rrrrrrrrcPr-1�1rrcrrr rrrrrrrrrrrrcP rrrr rrrJrrL3r rrrr3ffl3 rrrclPrr rrcJ�rrrrrrcPrrrrrrrrrrrrrrrrrr ���n� 5 eo 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY c5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 55 5 S 5 Upon the application of upon premises owned by 5 R.J. CORAZZINI ELECTRIC AL GIORDELLO 5 rj 320 RICHMOND LANE 12 WALNUT RD 5 5 PECONIC, NY 11958, MATTITUCK, NY 11952 5 5 165 WALNUT RD MATTITUCK, NY 11952 5 c5 Located at 5 Application Number: 3007712 Certificate Number: 3007712 5 Section: Block: Lot: Building Permit: BDC: ns11 c5 5 5 3 i (A I 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at:S Basement, First Floor, Second Floor, Outside, L5 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 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 11th Day of May, 2007. Name STY Rate Raft Circuit Tvvc re5 5 Alarm and Emergency Equipment 5 rj Sensor 1 0 Carbon Monoxide 5 5 5 Sensor 5 0 Smoke Appliances and Accessories 5 5 5 Dish Washer 1 0 1.2 KW 5 5 Furnace 1 0 Gas �5 5 Pump Motor 1 0 1 H.P. 5 5 5 Wiring and Devices Outlet 42 0 Fixture 5 5 Fixture 42 0 Incandescent 5 5 Outlet 68 0 General Purpose 5 Receptacle 34 0 General Purpose 5 ,5 5 Switch 41 0 General Purpose Paddle Fan 3 0 5 5 5 Receptacle 8 0 GFCI 5 5 Service 5 1 Phase 3 W Service Rating 200 Amperes seal Service Disconnect: 1 200 cb �5 5 5 5 Continued Next Page 1 of 2 NJj on c, 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 � s rrrrrrrs rr rrrr rr�rrrr err s s �s�srr O D rJ'dJ'rJ'� r�'rJ'cPrJ'c1r7G��Ir�I�rJ'rJ'� rJ'rJ'r:.PcP cl�cP r�rJ'r�'cP r�rJrJ'cJ'rJ'rJ'cPc1'cPrJ�rJ'� rJ'rJ'� rJ'rJ'r�'r�'rJ'rJ'� �J'A.!'rJ� cfctcP�P 5 �0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 55 5 CERTIFIES THAT Upon the application of upon premises owned by 5 R.J. CORAZZINI ELECTRIC AL GIORDELLO 5 RICHMONDE 12 IALNUT D C� TITUCK N PECOY 11952 NY 1 1 58,MA 5 5 cS Located at 165 WALNUT RD MATTITUCK, NY 11952 5 5 Application Number: 3007712 Certificate Number: 3007712 Section: Block: Lot: Building Permit: BDC: ns11 e� 5 X75 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, Outside, 5 A inspection the limited to devices to the detailed 5 S visual of premises electrical system, electrical and wiring extent herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 11th Day of May, 2007. Name QTY Rate Ratine Circuit Tvoe 5 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 5 2 of 2 5 �c This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Im 5 v �s�� ����� ��� ������ ����������������� ������ �� h���gUFFOLk� y o ? Town Hall, 53095 Main Road y Z Fax (516) 765-1823 P. O. Box 1179 Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 0///0-? Building Permit No. 31�24-1 Owner: (71A (t SCO (please print) Plumber: J. 2ee)S /0/cam ,s-t%e'4-rl"5 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 18 lead. Q)F,-s 3 b, (P umbers ignature) Sworn to before me this day of -DD 7 Notary Public, County su6AN J, NAGY Notary Public State of New York No.4896735 Qualified in Suffolk County,,f� �m ombalon Expires Ma20SG/ 31 � `f -I z -- TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL \] [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTWN [ ] FIRE RESISTANT PENETRATION v DATE 6 ���� INSPECTOR 0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING XOOFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTAN T OONSTRUCTION [ ] FIRE RESISTANT PENMATIpON R MARKS: b� 0 Z �.� . -t-n7 � DATE INSPECTOR ' 0� --� a,-&oc— ac-ca� �Aa�4f f JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: January 31, 2006 To: Town of Southold Building Dept. Re: First & Second Foundation Inspections Giardiello 165 Walnut Place Mattituck, NY 11952 Permit# 31641 To Whom It May Concern: First and Second Foundation inspections was preformed at the above-mentioned construction site, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. Sincerely James J�19egtkkQski JAMES J. DEERKOSKI, P.E. _ 3 260 Deer Drive Mattituck, N.Y. 11952 j u--- - (631)298-7116 To: Town of Southold Building Dept. Date: September 30, 2006 Re: Insulation Inspection Giordiello 165 Walnut Place Mattituck, NY 11952 Permit#31641 To Whom It May Concern: After an Insulation inspection was performed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. A. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: June 15, 2007 To: Town of Southold Re: Strapping/Framing/Plumbing/Insulation Inspections Giardiello 165 Walnut Place Mattituck, NY 11953 Permit# 31641Z To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing/Plumbing/Insulation Inspection was also Performed on this Structure, and all framing, Insulation, and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. Sincerely + �\ )r a I iL James Deerk�ski P.E. N �a..�i' FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) -------------------------------------- , — xe FOUNDATION (2ND) j U� x ROUGH FRAMING & PLUMBING 0 s� y r i INSULATION PER N. Y. STATE ENERGY CODE r r FINAL d-a i ADDITIONAL COMMENTS 05 ak C&X 0 z m a4.o 7 r y�L or 7 n y J °z � x o � r x �d � ro Q y �I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined,20_0_)' Approved , 20 Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. _ Expiration Tu /, , 201�7_ — Building Inspector Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey Septic Form N.Y.S.D.E.C. Trustees Contact: Mail Phone: APPLICATION FOR BUILDING PERMIT Date ffl6r-C%L ) 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until 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. ��Ln t ct �G�P_/S L-l� � 4— r (Signature of applicant or name, if a corporation) PD x //79 7, %kljocc,e /&j (Mailing address o pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises signature of (Name and title of corporate Builders License No.c�r�ff Plumbers License No. Electricians License No. Other Trade's License No. (As on the tax roll or latest deed) authorized officer 1. Location of land on which proposed work will be done: riu F%l Pi7[N House Number Street Hamlet County Tax Map No. 1000 Section t L}'Z40() Block O QC) Lot w `1 ox Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended u,, and a. Existing use and occupancy / -'5/V'/L'/ ff4Q b. Intended use and occupancy a� of proposed construction: 3. Nature of work (check which applicable): New Building____j/ Addition Alteration Repair Removal Demolition / Other Work Ell (Description) Estimated Cost '�-M � Fee (To'b4aid on filing this application) If dwelling, number of dwelling units Number' of dwelling final int each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. AVt 7. Dimensions of existing structures, if any: Front �� ' Rearf (9 Depth Height Number of Stories 3,5716 Dimensions of same structure with alterations or additions: Front - Rear f,' - Depths . ' Height Number, of Stories 8. Dimensions of entire new construction: Front �i Rear �.Sy' Depth Height# a,'L Number of Stories 9. Size of lot: Front 5-01 Rear Sy Depth / V 2 10. Date of Purchase y-1 -I Z / Name of Former Owner Aye l�d 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re -graded? YES 4 NO—Will excess fill be removed from f[„3 ✓Y' 14. Names of Owner of premises G iei✓ lellb Address NO X YES NO Name of Architect Address Phone No Name of Contractor„Ysnr-I so r Yec5 Er Ls AnG Address . ebQX/04i Phone No. % 3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater we lap(r? *YES NO )C * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.G. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * y -ES 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. STATE OF NEW YORK) SS: COUNTY OF ) -A4Jd'-ovr1=_�_ c�l being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the , Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ay of 20 L' 9' N ary Public Notary State of LKINS N w York No. Public,4952246, Suffolk County Term Expires June 12, a 0 0 7 Signature of Applicant /yam _ Z/ TOWN OF SOUTHOLD PROPERTY CARD h ;v OWNER STREET VILLAGE DIST.1 SUB. LOT r� FORMER OWNER N H E n AGR. , r Ae-O A W S W TYPE OF BUILDING RES. 210 SEAS. VL. FARM COMM. CB. MI Mkt. Value LAND IMP. TOTAL DATE REMARKS 300 0 o a / So a i y R laal -L 11 3L4170 -Ai -e flog &ArAtello'A-/ v AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER JVoodland FRONTAGE ON ROAD d Meadowland DEPTH House Plot BULKHEAD Total DOCK v v APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon Mr. Thomas C. Wolpert, P.E. Young & Young 400 Ostrander Avenue Riverhead, NY 11901 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Tel. (631) 765-1809 • Fax (631) 765-9064 November 30, 2005 Re: ZBA Alternative Relief under Appeal No. 5680 (Giardiello, CTM 142-1-14) Dear Mr. Wolpert: Our Department is in receipt of your letter dated November 23, 2005 clarifying that the house size is actually 1,108 sq. ft., for a 15.5% lot coverage, instead of the 1,000 sq. feet of coverage noted on the April 21, 2005 building permit survey, discussed at the public hearing. This letter will confirm that the 21.3% lot coverage confirmed in the November 23, 2005 communications, after removing the accessory swimming pool, and 20 ft. minimum front yard setback and 12.7 ft. minimum setback on the second side yard, will meet the requirements of the Board's decision rendered under Appeal No. 5680. You may proceed to the Building Department with the amended survey and using the above information when applying for a building permit. incerely yours, (� Ruth D. Oliva Chairwoman Ik cc: Building Department YOUNG & YOUNG 400 Ostrander Avenue Riverhead, New York 11901 HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E. ADAMS, Professional Engineer VIA FAX & REGULAR MAIL Board of Appeals Town of Southold Southold Town Hall 53095 Main Road, P.O. Box 1179 Southold, New York 11971-0959 Telephone 631-727-2303 Facsimile 631-727-0144 admin@@ oungengineering.com NOV 2 8 2005 November 23, 2005 RE: ALFRED J. GIARDIELLO & GLORIA GIARDIELLO at Mattituck, T/O Southold, New York (04-0211) Dear Sir or Madam: The purpose of this letter is to clarify our request for a modification to the determination rendered by the Board of Appeals at its March 10, 2005 meeting. Enclosed for reference are the following items: 1. one (1) copy - Town of Southold Board of Appeals determination dated April 11, 2005, 2. one (1) print - Building Permit Survey dated June 1, 2004, 3. one (1) print - Building Permit Survey last dated April 21, 2005, and 4. one (1) print - Building Permit Survey last dated November 3, 2005. With regard to the area variance relief originally requested, please note that the actual areas and lot coverage of proposed structures and existing structures to remain, based on the Building Permit Survey dated June 1, 2004, were as follows: Planning Engineering Land Surveying Architecture Page 2 November 23, 2005 Proposed Structures 2 story frame house (25' x 46' less 7' x 6') Wood deck (25'x 12') Existing Structures to Remain Frame Shed (12' x 10') Swimming pool (24' Dia.) Totals NOV 2005 i t Area Lot Coverage 1,108 sq. ft. 15.5% 300 sq. ft. 4.2% 120 sq. ft. 1.7% 452.4 sq. ft. 6.3% 1,980.4 sq. ft. 27.7% The Building Permit Survey was amended on April 21, 2005 to increase the front yard setback from 13 to 20 feet, in accordance with the Board of Appeals determination dated April 11, 2005, and filed with the Building Department on May 16, 2005. The actual areas of proposed structures and existing structures to remain, based on the Building Permit Survey last dated April 21, 2005, are identical to those depicted on the Building Permit Survey dated June 1, 2004. The Building Permit Survey was amended on November 3, 2005 to indicate that the existing swimming pool will be removed. The actual area and lot coverage of proposed structures and existing structures to remain, based on the Building Permit Survey last dated November 3, 2005, are as follows: Proposed Structures 2 story frame house (25' x 46' less 7'x 6') Wood deck (25'x 121) Existing Structures to Remain Frame Shed (12'x 10') Totals Area 1,108 sq. ft. 300 sq. ft. 120 sq. ft. 1,528.0 sq. ft. Lot Coveraae Page 3 November 23, 2005 Thank you for your consideration of this request. If you have any questions, please contact us. Very truly yours, Thomas C. Wolpert TCW/mal Encl. cc: Mr. & Mrs. Alfred Giardiello + 1 Print William C. Goggins, Esq. + 1 Print Southold Building Department + I Print ATTN: Ms. Pat Conklin YOUNG & YOUNG Telephone 631-727-2303 400 Ostrander Avenue`cuU Facsimile 631-727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect RONALD PFUHL, Landscape Architect DOUGLAS E. ADAMS, Professional Engineer October 26, 2004 ATTN: Ms. Pat Conklin Town of Southold Building Department Town Hall Southold, New York 11971 RE: ALFRED J. GIARDIELLO & GLORIA GIARDIELLO at Mattituck, T/O Southold, New York (04-0211) SCTM No.: 1000-142-1-14 Dear Ms. Conklin: Pursuant to your recent request, we have calculated the lot coverage of the proposed 2 story frame house and existing structures to remain. The respective areas and lot coverage calculations are as follows: Proposed Structures Area Lot Coverage 2 story frame house 1,000 sq. ft. 14.0% (25'x 40') Wood deck (25'x 12') 300 sq. ft. 4.2% Existing Structures to Remain Frame shed (19.7'x 10') 197 sq. ft. 2.7% Swimming pool (24' Dia.) 452.4 sq. ft. 6.3 Totals 1,949.4 sq. ft. 27.2% Planning Engineering Land Surveying Architecture Page 2 October 26, 2004 Please note that the total area of proposed structures and existing structures to remain of 1,949.4 is 517.4 sq. ft. greater than the 20% allowable lot coverage of 1,432 sq. ft. We understand that submission of these calculations enables you to issue a rejection letter so that we may make application to the Town of Southold Zoning Board of Appeals. If you have any additional questions regarding this application, please do not hesitate to contact us. Very truly yours, Thomas C. Wolpert TCW/dc Encl. cc: Mr. & Mrs. Alfred J. Giardiello Sunrise Builders ATTN: Mr. Tony Berkoski Mr. Bill Goggins, Esq. Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RESched Software Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\GIARDIELLO.rck PROJECT TITLE: HOUSE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 12/19/03 DATE OF PLANS: december 2003 c r PROJECT DESCRIPTION: t GIARDIELLO RESIDENCE COMPLIANCE: Passes Maximum UA = 379 Your Home UA = 361 4.7% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Fiat Ceiling or Scissor Truss 1136 30.0 0.0 40 Wall 1: Wood Frame, 16" o.c. 1136 15.0 0.0 68 Window 1: Wood Frame:Double Pane with Low -E 41 0.330 14 Window 2: Wood Frame:Double Pane with Low -E 133 0.350 47 Door 1: Solid 21 0.160 3 Door 2: Solid 15 0.210 3 Door 3: Solid 21 0.280 6 Door 4: Glass 21 0.330 7 Wall 2: Wood Frame, 16" o.c. 1136 15.0 0.0 73 Window 3: Wood Frame:Double Pane with Low -E 6 0.290 2 Window 4: Wood Frame:Double Pane with Low -E 156 0.350 55 Door 5: Glass 21 0.330 7 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1078 30.0 0.0 36 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 compl' with this Code. Builder/Designer ~ r\C� Date JZ --1 �— 0'5 �J IEScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 12/19/03 PROJECT TITLE: HOUSE Bldg Dept Use Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above -Grade Walla: [ ] I 1, Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: [ ] I 2. Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] I 2. Window 2: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] I 3. Window 3: Wood Frame:Double Pane with Low -E, U -factor: 0.290 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] I 4. Window 4: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: I I Doors: [ ] 1. Door 1: Solid, U -factor: 0.160 Comments: [ ] ( 2. Door 2: Solid, U -factor: 0.210 Comments: [ ] I 3. Door 3: Solid, U -factor: 0.280 Comments: [ ] I 4. Door 4: Glass, U -factor: 0.330 Comments: [ ] I 5. Door 5: Glass, U -factor. 0.330 Comments: I I Floors: [ ] I 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insolation. I Vapor Retarder: [ ] Required on the warm -in -winter side of all non vented framed ceilings, walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ( ] I Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. I Duct Insolation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return duds in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply duds in unconditioned spaces must be insulated to R-8. [ 1 I Return duds in unconditioned spaces (except basements) must be insulated to R-2. Insolation is not required on return duds in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Dud tape is not permitted. Exception: Continuously welded and locking -type longitudinal joints and seams on duds operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code ofNew York State or the New York City Building Code, as applicable. I Service Water Heating. [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the i (tu'P79waE�K 00 s P*K$QQI Aee) ®f llld§ ♦8Q§H 0^§ eH►*69 162vr?2+6ul T Table 1: Minimum Insulation Thickness for Circulating Hot Water tripes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature ( F) UD to 1" Up to 1.25' 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts l" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressme/Temperature 201-250 1.0 1.5 1.5 2.0 Loa, Temperature 120-200 0.5 1.0 1.0 1.5 2.0 Steam Condensate (for feed water) Arry 1.0 1.0 1.5 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) W N S L 2 PLEASE 11072 It is the appticErz„ :^ Wn i `.i to maintain between ' ,,.jj v. 41� 'a,1' CSiuh"�V YfCgO disposal % ;lir u. e60 P NQyr9� e r 91 0 • MON WT SET M • MO ENT Fq 0 • 5TAK SET A • STAKE FQ L + LHIMIIEY RO +ROOF WEA 5 ' STOOP GE + LELLAR ENTRANLE NOTES AREA = 7,160 5a. FT. • ELEVATIONS SHOWN HEREON ARE REFERENCE TO FIVE EASTERN TOWNS TOPOGRAPHIC MAP 0 o� a I Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer SUFFOLK COUNTY OEPARTMd NT OF N V LTH SERMCZ8 PERMIT FOR APPROVAL OF CONSTRULTION FoFt A SINGLE FAMILY RuMENCE)" DATES -15-05 H.S. REF. NO.,Rtc-c-4- APPROVED TOTAL EXPIRES THREEYEARS FROM DATE OF APPROVAL SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO ALFRED J. GI GLORIA GIARDIELLO THAT THIS SJRV PREPARED IN ACCORDANCE WITH THE CO FOR LAND SURVEYS ADOPTED BY THE N A550CIATION OF PROFESSIONAL LAND i HOWARD W. YOUNG, N.Y.S. L.5. NO. 45895 SURVEY FOR ALFRED J. C71AIRDIELLO 4 6LORI A 61 ARV I ELLO At Mottituck, Town of Southold Suffolk County, New York County Tax Map District 1000 Section 142 Block OI Lot 14 BUILDING PERMIT SURVEY AUG. 4, 2005 MAY 18, 2005 APRIL 21, 2005 MAP PREPARED JUNE I, 2004 SCALE, I'z5o' �P JOB NO. 2004-0211 DWG. 2004_0211—bp O E . 1 C n i5 R;N, 1XIR lr W1 0 s a m W N E ,ar or n0�o�-00 y Ej. M7NRI@!T SET M . MONII'RM F A. 5TA 9 AL - 5T/ FLL10 L • GNM W . F wes 9-5T GE GB.LAR EMMANLE NOTES AREA = 7,160 50. FT. • ELEVATIONS 5HOVJN HEREON ARE REFERENCE TO FIVE EASTERN TOWN5 TOP06RAPHIC MAP d Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard M. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO ALFRED J. GIARDIELLO & GLORIA GIARDIELLO THAT THIS SURVEY WA5 PREPARED IN ACCORDANCE WITH THE CODE FOR LAND SURVEYS ADOPTED BY THE NE ._ ASSOCIATION OF PROFESSIONAL LAND HOWARD W. YOUNG, N.Y.5. 1-.5. NO. SURVEY FOR A LFFMD J. &AIR DIELLO 4 &LORIA SIArRDIELLO At Mattituck, Town of Southold Suffolk County, New York County Tax Map District 1000 Se tion 142 Block OI Lot 14 BUILDING PERMIT 5URVEY APRIL 21, 2005 MAP PREPARED JUNE I, 2004 SCALE: 1'=50' JOB NO. 2004-0211 DW9.2004_0211 W NOTES AREA = 1,160 50. FT. • ELEVATIONS SHOWN HEREON ARE REFERENCE TO FIVE EASTERN TOWNS TOPOGRAPHIC MAP rqaAlA 1;11�yl D . MLM/MENT SGT m • MONMEHf PONlD A - STAKE SET A • STAKE FOIMD L • 0111leSY RO • ROOF O S • STOOP LE • LELL.AR GNIRPdILE w Of FO pte �O M0A99r W\\" _ Ne (\O or ` S f 0rne �0dA INH1°g�`9W\Un0) M 0 N LOT COVERAGE L Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE SURVEYOR'S CERTIFICATI • ViE HEREBY CERTIFY TO ALFRED J. G f GLORIA GIARDIELLO THAT TH15 SU(� PREPARED IN ACCORDANCE WITH THE G wTI FOR LAND SURVEYS ADOPTED BY THE A550CIATION OF PROFE55IONAL LAND fir, 3QQ� HOWARD W. YOUN6, N.Y.5. L.S. NO. 45895 SURVEY FOR ALFRED J. &ARDIELLO 4 GLORIA &ARDIELLO At Mattituck, Town of Southold Suffolk County, New York County Tax Map District 1000 section 142 sig OI Lot 14 ENJILDINO PERMIT SURVEY NOV. 3, 2005 AU6. 4, 2005 MAY 18, 2005 APRIL 21, 2005 MAP PREPARED JUNE I, 2004 SCALE: I"=50' 7tngn ./1 JOB NO. 2004-0211 DW6. 2004_0211 -bp LENGTH 8 WIDTH AREA PROPOSED HOUSE 46' x 25' 1,150 50. FT. (INCLUDIN(S COVERED PORCH) PROPOSED DECK 12' x 25' 500 5a. FT. EXISTING SHED 10' x 12' 120 50. FT. (TO REMAIN) TOTAL = 1,510 50. FT. 1,510 50. FT. a 1,160 50. FT. = 21.9% Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE SURVEYOR'S CERTIFICATI • ViE HEREBY CERTIFY TO ALFRED J. G f GLORIA GIARDIELLO THAT TH15 SU(� PREPARED IN ACCORDANCE WITH THE G wTI FOR LAND SURVEYS ADOPTED BY THE A550CIATION OF PROFE55IONAL LAND fir, 3QQ� HOWARD W. YOUN6, N.Y.5. L.S. NO. 45895 SURVEY FOR ALFRED J. &ARDIELLO 4 GLORIA &ARDIELLO At Mattituck, Town of Southold Suffolk County, New York County Tax Map District 1000 section 142 sig OI Lot 14 ENJILDINO PERMIT SURVEY NOV. 3, 2005 AU6. 4, 2005 MAY 18, 2005 APRIL 21, 2005 MAP PREPARED JUNE I, 2004 SCALE: I"=50' 7tngn ./1 JOB NO. 2004-0211 DW6. 2004_0211 -bp NOTES N AREA = -1,160 50. FT. • ELEVATIONS SHOWN HEREON ARE REFERENCE TO FIVE EASTERN TOWN5 TOPOGRAPHIC. MAP W E w �9 A O to E\ F\G"eE Y` \ " Fo�r^eoyyth M• rn ; O ow ° IE E\\zo �1G"eC ,gyp\\1 TNcr b b S' Q q o O05 '13'40`30„� eTa •oao' : = eac C4, �% ;;Aw: tAK �� e o S p\4202 's v O a9 9 "OW O A NOyhlRt\ .� tt gyed �ow,U\� o, o S [) . MONl9ti 5Ef � • hGN1HlT FOLIQ) Q. = STNT 5ET . = 9TAKE FOUID L . LXIFTEY a0 =ROOF OV9t 5 . STOOP GE = CBI.AR B�IRANtOE Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Molpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO ALFRED J. GIARDIELLO 8, GLORIA GIARDIELLD THAT THIS SURVEW PREPARED IN ACCORDANCE WITH THE rFOR LAND SURVEYS ADOPTED BY THE NE0ASSOCIATION OF PROFE5510NAL LAND !L HOWARD W. YOUNG, N.Y.5. L.S. NO. 45893 SURVEY FOR ALFRED J. G 1 AFM I ELLO # GLORIA CGIARVIELLO At Mattituck, Town of Southold Suffolk County, New York G°unty Tax Map District 1000 Section 142 Block OI Lot 14 BUILDINS PERMIT SURVEY MAP PREPARED .UNE I, 2004 SCALE: 1"=30' JOB NO. 2004-0211 DWS. 2004_0211_bp € 9N S O D M-1 5€e 0 Aga R'h NG kR O 9 5 6 SUFFOLK COUNTY DEPARTp4E1,4T OF k-, !, LTH SERY10Eg APPR10W- I C "K '4 n `r"Ci SEP 2 V�2m7- .�L-oY�ot 1 I j an Neva been 0`7iCF; -T VVFs!SWc!2C .'�". gcuERit?fli O - .wa.ar Ser 0 . � P A. ST d ser A. STw rou c - uxrxr w . mo avec s . STOOP ce . � emw¢e nopk of R tie y t400sen a S) eda p.. LOT COVERAGE FRAME HOUSE (INCLUDING COVERED PORCH) WOOD DECK FRAME SHED 1,108 50. FT. 500 50. FT. 120 50. FT. TOTAL = 1,528 50. FT 1,528 50. FT. + 1,160 50. FT. = 212% E 4 Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer NOTES AREA = 1,160 50. FT. • BUILDING DIMENSIONS 4 OFFSETS ARE CALCULATED TO THE FOUNDATION. SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO ALFRED J. GIARDIELLO & GLORIA GIARDIELLO THATTHI55URVEYWA5 PREPARED IN ACCORDANCE WITH THE CODE OF E FOR LAND SURVEYS ADOPTED BY THE NEW ASSOCIATION OF PROFESSIONAL LAND O� HOWARD W. YOUNG, N.Y.S. L.5. NO. 45895 ALFRED J. SIAPWIELLO 4 GLORIA SWARnIELLO At Mattltuck, Town of Southold Suffolk County, Naw York County Tax Map District 1000 section 142 Block OI Lot 14 FINAL SURVEY FINAL SURVEY JULY 50, 2001 NOV. 9, 2005 AUG. 4, 2005 MAY 18, 2005 APRIL 21, 2005 MAP PREPARED JUNE I, 2004 SCALE: I"=50' �S JOB NO. 2001-0312 DWG. 2004_0211_fe Jill gElf bl6tli�6 V r 0 B 1E'--0" 16'-316" r) '_7 _________________________________________________m�_________ ____ _ -_ v � I I i.l' �- T- 1Rl) I I I 5'-10" I. 5'— V-5 —3" i------------ ----------------------- > --------- -- -- --------------- --------------- � l I 1'i FIC AI RF,fMfPll Flpuk. •q 1( RF FF 514R r �IHPF W',H evlldraRc rnlrnr NI Pul i VAPOR RARRILR "' Ii:IH II4,l ll n s�mn nl.'Iro "RMAHvnII nP, nn � e ------------------------ UNTILSUn FOUNDATION LOCI 7605-16o28 BIAMTo 4 PM INSPECTIONS: - I li l lli Ud — —- ------------------- I III 4 BE COMPLETE FOR CO, SHALL MEET THE \ 1 I II I "I ORR'STATE. CONSTRUCTON lil II I I V r— ' � Tl B / colli �1 0 I -1 I "h % 2xt1�L�1 IL ✓?I'1 }I I pY I'L ill n I ' I Ill i.l' �- T- 1Rl) I I I 5'-10" I. 5'— V-5 —3" i------------ ----------------------- > --------- -- -- --------------- --------------- � l I 1'i FIC AI RF,fMfPll Flpuk. •q 1( RF FF 514R r �IHPF W',H evlldraRc rnlrnr NI Pul i VAPOR RARRILR "' Ii:IH II4,l ll n s�mn nl.'Iro "RMAHvnII nP, nn � e ------------------------ UNTILSUn FOUNDATION LOCI 7605-16o28 BIAMTo 4 PM INSPECTIONS: - I , I — —- ------------------- I I. 'I 4 BE COMPLETE FOR CO, SHALL MEET THE \ 1 ALL CONSTRUCTION OF THE CODES OF NEW II I "I ORR'STATE. CONSTRUCTON ij) V r— ' i.l' �- T- 1Rl) I I I 5'-10" I. 5'— V-5 —3" i------------ ----------------------- > --------- -- -- --------------- --------------- � l I 1'i FIC AI RF,fMfPll Flpuk. •q 1( RF FF 514R r �IHPF W',H evlldraRc rnlrnr NI Pul i VAPOR RARRILR "' Ii:IH II4,l ll n s�mn nl.'Iro "RMAHvnII nP, nn � e ------------------------ UNTILSUn FOUNDATION LOCI 7605-16o28 BIAMTo 4 PM INSPECTIONS: - FOLLOWING 1 FO'1LWION - TWO REQUIRED — —- ------------------- )91J FOUNDATION -------------------------I' NI=A------------------------- r�1s�o °_HBLL ALL FTHE C,-RTIF fk lk,E. ,ILIN RE APPROVED AS NOTED DATE:4-�' B.P. PLUMBING All PLUMPING 'NA R v "ER UNE5 NEED rE8 (INu BEFORE COVERING PLUMQE lTINO/T-V ON Lt ') i ONTEN I BLWPE ICER711 & OCCUPANOV SOL r 'ED IN WATER X EL,'' 2+ OF V, LEAD. N OF -EE'1y1AT =F6AMING NDEPARTMENT THE UNTILSUn FOUNDATION LOCI 7605-16o28 BIAMTo 4 PM INSPECTIONS: OF HAS BEEN APPROV FOLLOWING 1 FO'1LWION - TWO REQUIRED r�1s�o °_HBLL ALL FTHE C,-RTIF fk lk,E. ,ILIN RE APPROVED AS NOTED DATE:4-�' B.P. PLUMBING All PLUMPING 'NA R v "ER UNE5 NEED rE8 (INu BEFORE COVERING PLUMQE lTINO/T-V ON Lt ') i ONTEN I BLWPE ICER711 & OCCUPANOV SOL r 'ED IN WATER X EL,'' 2+ OF V, LEAD. N OF -EE'1y1AT =F6AMING NDEPARTMENT THE UNTILSUn FOUNDATION LOCI 7605-16o28 BIAMTo 4 PM INSPECTIONS: OF HAS BEEN APPROV FOLLOWING 1 FO'1LWION - TWO REQUIRED FOR POURED CONCRETE &PLUMBING 2, ROUGH -FRAMING B, INSULATION MUST 4 BE COMPLETE FOR CO, SHALL MEET THE \ 1 ALL CONSTRUCTION OF THE CODES OF NEW REQUIREMENTS BLE. FOR (ERRORS.i� ORR'STATE. CONSTRUCTON COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUI ED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD - SOUTHOLD TOWN TRUSTEES N.Y.S. DEC RETAIN STORM WATER RUNOF* PURSUANT TO SECTION 45 -IOC OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY IERWRRERS CERTIFICATE REQUIRED FLOOD DAmAr, CODE. LU �w W � J Z wW[-� U) C) 00Z? 2 _ Q F LL] Q Q_ Lo io Al w D � o = N 11 N Z Q m 2 W � U o O W UW Z CJ W } 0 ¢ Z W BUJ O_Y In U ON i�µOcvor 12'-()" _ 40'-0 " �6666 I � ;m Y .4 i� l � _ O�iaFE.Ewigrry\�o O iry'S 4i Pr �2�wz QpI=FhQmO V0 6'-0" JWYONrn�N J JQ 54. 19._0. a Lo ( ]!•M 30.1 tI> Z NeNtMz0wm C�OT l—(. I) 26._5, ' Lo— L� i cl z u;� 3._5. I Udff I,ilI+(, 304 �Iaj 4'-7"C-31/2"9'-4 5'-5" 7'-0 58'p" 1 ST. FLOOR Q) 078 S.F. DEo ES �NM�FGhpFhUp aU' w z o v � V � 11: m Y z � m z_ a zz Q� J w Q ❑ ❑ W U W zU W Q Z 57-0" W LLL, a Y U) C) 3-4 O -jaF W � Q [if c Q ¢I - i I o � LiL y y Irwi U w i✓t � w w x n LL I a X O m O Z m u O in N Z r N M m N fi. Q W 2ND. FLOOR o 1078 sr x ¢N w TOM 0 q� �y�,oEEgkos� r w (1 Z o Aq SSS P a ® 24 710 n \ 2 p w �O m li.l o w � in o ur J _ - - ---- - — 1x12 RIpI1C h! 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I- ------------- --------- ------------------------- - -- W a 0 Locl r � rn JI in i L in G&LL3a_LLs, a^ wO�EJiLOL—� '� m o I i N V m m Yd___i, �•^ li F � m �• -_, ° --_ --_- ---- _ - poi JnI'J — - _-_- —_ -.-- - ~ � m c X CONFIRM 12'—Y y LL FUR GHIMNFI' l• jj —•� PRIOR TO RIIII DING FORMS _ In T} x W m -7/R I vi GN9WLIL-Z/lL�4LUl2•LLLWI "pp O� w Z M ----- ,•-6„ ---- I Ln I ,{ wIP -yP" wGDU-1 n rwri.,�L-- FEEI1I � W ]A\ 0 I I ---------------------------------------------------------------- El fill 4 I I I I I I I in r®l ' ' i MiFOGFR I •n P IG" DIA IONIC Dim Mw. nBFiaw cRAOF it - EEgt. I , ' - I v v -. O m �.. 26'_4„ 9ppEs 1 Lw7 FOUNDATION (ALTERNATIVE DESIGN) O 2 d II N N V � Z Q Z ? J W ❑ V] O ❑ w UW ZU W } �QZ w WO - 53' 8" (n Cr U 5'-4" 10'—B" 8•_10" 8'-10" '-0" LLl Q I Lo Lu23 7n,m 2046 20n6 Q 5B�-II" L /� _ _ __--- _ [O �- N w V -U rq F H � ❑ I � �i� i i iia i i�l ti l'-0" � ' LL I f _ `l%i4k.' 10 III—cO w m II II Z yl II II = In IN z — z z s W i 5 uI Ln 182111 ' 3046 3046 1046 �^ 4'-7" 6'-31/s" 8'-91/' 5'-1•' 7-5" 5'-6".I 12._0" 41.-8.. x 53'-8" 1ST. FLOOR (ALTERNATIVE DESIGN_ oon s.r \ OF N YO DEEp�. �. r S W 2 �OaS O. 0725 ry y�2 o S O W A a III. I"Y RINeF VPII III / I� I RuuF I I I 12 A' M Al T R0"'FIJb I I I &[ �C 15{f FFIT IFJX'OATTI IT ✓ 1 -PI LNI SHEATHING �m 9%10 CJ ODI — IIII - IF I � I Illi I I'1IAILING-Il'JNING II I'r VFI'. VAPUR RARRIFIR l- J Ij1" SIIFATIIIIJU I I 1 -- JX4 'dIRK MIP"UL FI - RIS IUNLII ATIU J II I- I � I III- o I � m I I:{ dl I (,) PT PIAIF _ FRIA 1Ff: MRC -_ S111 NASI(F1 ASGFI I FUII>IOATIOFI H" CUIdC VIAH UAMPPRUUF FXI INYR' NOPIC FIG D rl WHIT II -]IR" WUUO-1 Puh"UL' WHO II-]/RWOUIJ-I MIJ"Ul. I 3 IN SI II A IIoI,I IVI GIRUFR STAII HASH w,/.I(14T,) S1 FFI CULLIMN SECTION A -A A"o Roor VAN F----- — — ---- — — -- — I I ---------1--7- ------1-1 ,�,.'EI rr„ rr„ rl„ ,.� R, Y J --- -- --`-- a-L�__ l �� ri 3 —�-I o -�- rsI C ul�l -- ---'1--"----------,- - 9 n rvI n --LI—'—' TO APROVED CSI OPE' TW PER FOOT PITH I TU IIRAIN lFPTIG SYSTDA --_— __----- — cI --------_--- — d PLUMBING SCI IL-MATIC SECTION B -B i 9 Z W W U r — _j Z W Y -J j WRQ �(� WINDOW DOOR SCHEDULE LIVING SPACE EXT. WALLS DOORS WINDOWS I EXPOSURE CATAGORY: B MEAN ROOF HEIGHT: 22'-10-1/2" EGRESS GLAZING U -VALUE UNIT AREA AST FL QTY. 2ND. FL QTY. UNIT D.P. NOTES MIN. D.P. MIN. D P. MANUFACTURE CATALOGUE NUMBER ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS - DESCRIPTION S.F. SF. 5F FAS, Nf_R ZONE4 ZONES 4FEET<PANEL ANDERSEN DVL2030 OVAL WINDOW 32 029 6.0 SPAN 14 FEET 1 SPAN <8 FEET 35 20 ANDERSEN CN23 CASEMENT 23 7.0 033 10.2 2 30 5D WOOD SCREWS - ANDERSEN 18210 DBL HUNG 1.9 3 2 035 56 1 1 WOOD STRUCTURAL 35 50 USE D P. UPGRADE- KIT ANDERSFN 2032 DOL HUNG 26 45 035 73 1 30 50 USE DP UPGRADE KIT ANDERSEN 3046 DBL HUNG 5.9 IDR 035 150 6 6 30 35 50 USE D.P. UPGRADE KIT ANDERSEN 3046 DBL HUNG 5.9 Ina 0.35 15.0 -- 4 30 50 MULL TO 3046-2 USE D.P. UPGRAGE KIT ANDERSEN 3D46 DBL HUNG 5.9 I0.8 0.35 150 2 30 35 MULL TO 30-DHP42-3046- USE D.P. UPGRADE KIT 50 ANDERSEN DIAP4246 PICTURE WINDOW 6.9 0.33 20.3 1 30 50 ANDERSEN FW1131611 FRENCII DOOR 167 11.5 033 206 1 1 30 50 THERMATRU 5262 3/0X6/8 PREMUNG 20.0 55 02B 21.0 1 30 50 THERMA RU 5210 3/0X6/8 PREI IUNG 20.0 0.16 21.0 1 30 55 MULLTO 1/0-3/0-1/0X6/8 THERMATRU 526351 1/0X6/8 SIDELIGHT 2.0 0.22 7.6 2 35 55 ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS SHUTTER.-- ASSEMBLY FOR FANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN—RATED 48/24 SHEAT(-0LIG GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSENIB LY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ //10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 15" O.C. ALTERPIATIVE FASTHER FOR SHUTTER TO BUILDING: //10 TEE 111 -ITS ATTACHED TO BLDG. w/ //10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. IL, II II II " I I' 1 I 11 LI. SHUTTER ASSEMBLY NL \ FOR PANEEL SPANS: 4' OR WIDER SPAN 23/32" APA SPAN—RATED 48/24 SII GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG—BACKS @ 24" OC ASSEMBLY: "1). PREASSEMBLE PLYWOOD TO 20'S: // 10 (w/ WASHERS) GALVINIZED OR STAINLESS EIEEI_ WOOD SCREW © 12" O.C. 2). ATTACHING SLRUC LURAL PANEL. FASTEN TO BUILDING W/ //10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT Cw 17' O.C. MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS CO 2' OC in 5i C4 V 0 - EASINTR ',PA( ING PlICHFs1 FAS, Nf_R PANELSPAN 2FEET<PANEL 4FEET<PANEL 6FEET<PANEL TYPO <2 FEET SPAN 14 FEET SPAN <6 FEET SPAN <8 FEET 2-1/2'VIB 16 16 12 9 WOOD SCREWS - __ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2-1 16 16 16 12 WU_DSCREWS fOR WALT_ OPENING PRO IEC TION OF120 MIPH 3—SECOND WIND GUSTS WOOD SIRUC LURAL PANELS WILH A II THICKNESS OF 7/16" AND MAXIMUM ( MAXIMUM MEAN ROOF HEIGHT: 35) PANT_ SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IPI ONE-- AND TWO- SKANY 13111LDINGS. PANELS SHALL BE PRECUT TO COVER GIAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER 10 SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) SHUTTER.-- ASSEMBLY FOR FANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN—RATED 48/24 SHEAT(-0LIG GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSENIB LY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ //10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 15" O.C. ALTERPIATIVE FASTHER FOR SHUTTER TO BUILDING: //10 TEE 111 -ITS ATTACHED TO BLDG. w/ //10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. IL, II II II " I I' 1 I 11 LI. SHUTTER ASSEMBLY NL \ FOR PANEEL SPANS: 4' OR WIDER SPAN 23/32" APA SPAN—RATED 48/24 SII GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG—BACKS @ 24" OC ASSEMBLY: "1). PREASSEMBLE PLYWOOD TO 20'S: // 10 (w/ WASHERS) GALVINIZED OR STAINLESS EIEEI_ WOOD SCREW © 12" O.C. 2). ATTACHING SLRUC LURAL PANEL. FASTEN TO BUILDING W/ //10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT Cw 17' O.C. MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS CO 2' OC in 5i C4 V 0 CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAIL5 WIND RESISTANT CONSTRUCTION CONNECTORS - z r o T CONNECTION LOCATION: PART NUMBER: NOTES: N II w G RIDGE -TO -RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS m_ ro S� \\ RAFTER -TO -WALL RT?O_ _ APPLY TO EACH RAFTER co �� m APPLY BF EACH RAFTER Z Q RAFTER -TO -PLATE RTIS ui S� \\ NOTCHED RAFTER -0/ �w _ -_ NSE WITH SPTH4 CONNECTOR) RAFTER--0�_�,. %' .� m o y \� RIDGE O \\' PLATE -TO -WALL STUD SPTH4 APPLY TO EACH WALL STUD_ o RIDGES _2N0. FLOOR WALL -TO -1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER -TO -JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD -TO -HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD UJ \\ SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH SIDEWALL END z W \III V LU U WRAP UNDER DOUBLE SILL PLATE \I IST. FLOOR -UNDER -SILL PLATE MSTA36 OR R516 -R WRAP 3" SOLUBLE WASHERS) J TYPICAL RIDGE TO_ RAFTER_ STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING _ - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WINO RESIS I AN I CDNSIRUCIION LLI W FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACI IIEVE MAXIMUM UPI F1 LOAp CAPACITY — � LU F - co STAIR TREAD e,< ::) ::) 00 1 \ RIM BOAR D—+ ,,'j.� 2 Q I— W Q RAFTER\ PROVIDE I/2" SPACING STRINGER—, D BETWEEN THE END STUD '\ ANCHOR BOLT CONNECTION ANDTHE2OTHERSTUDS FOUNDATION srs' OIA ANCHOR BOLTQ� [}�{ FOR ALLOWING nrvcnnR aOl.r mrvrvrrn°n s;UI�iLNC _MAXI IMG _ _ Ur RAFTER �-0 ;, / ,t] CONNECT CORNER STUD —_ _—Ml�c LfR�rrt rn iLrl;/P�Rt coN arcT ON I�1�f/III HOLDDOWN INSTALLATION �= TO TRANSFER SHEAR SILL PLATE mFOUNDATION imrt I sroav Tr Oc \ TGRAWLPLATE OFOUNDATI N TOP PLATE \ FASTEN WITH (2) 16d sIa PLATE TO FOunonnory "/ xsTPRIDS se^Oc OD TOP PLATE —O/ p/l COMMON NAILS@fi"OC. canwLsrmFOaruurvonTlsLO \\ •� WALL BOTTOM PIATFTO PUNPATION J-35TORIES 9 -cc - \ / SLAILON-GRADE WALL STUD WALL STUD ` _ SIDEWALL �ENDWALL USE WITH 3x3 SQUARE WASH ERS .D \ (USP LBPS5a OR BP5CB POST TYPICAL RAFTER TO WALL STUD CONNECTION_ ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER,0 NECTION- F / 12"x12"x12" CONCRETE FOOTING �„ 4 \\ \ 2ND. FLOOR WALL STUD --- D — �7 ` , N- Ie KING STUDS ' \ �i ^ =nsr rn=noTIN41BNEC➢4d_ � K 2ND. FLOOR PLATE __ CRIPPLE STUD - -fl 4o O 111 \\ SUBFLOOR _._ \ "� N WOOD JOIST \ \ W Ln �I\/\\ / _ \ RIM BOARD HEADER \ �% = LLI m, BLOCKING \\\/�:" H WOODJOIST / m \ IST FLOORTOPPLATES \" j z \ \ \ / LACK STUDS _ _ v %\ GIRDER/HEADER 0 \� -'----- WOOD GIRDER VA�� WOOD JOIST 1ST FLOOR WALL STUD GIRDER / TUN, TYPICALH RCONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRA FLUSH.N$TLI GIRDERMEADER CONC Ii F_TE PIER _— -_-- _ -- - -- T�PICAL.MIIbTL•STORYrUNNECI[Ii 1ST. FLOOR WALL STUD c (n / W 1ST. FLOOR PLATE C I""I GROLa TO con cRCTE NUIR Cn11NFCTTN Z BUBFI.00R �� /A \ SILL GASKET W WALL STUD -o ff/ WALLSTUDRIM BOARD \ ,/ �yT"�\- TERMITE SHIELD BOTTOM PLATE TTT BOTTOM PLATE "\ �\\;'% DBL. SILL PLATES �. n BATHTUB \ j " SUB FLooR \\ {) DOUBLE SILL PLATE \\ • Vim\ \� DOUBLE JOIST �\\ �" DOUBLE JOIST 'D�'--- - (TO OVERLAP JOINTS) � y FOOTING INSTALLATION F'+ FOUNDATION WALL FOUNDATION WALL �* UNDISTURBED BED SOIL A+ 71 O 1 \\\111 \\\ LAY PLASTIC aA CIL (OECANICS pNl i• UNDISTURBED SUIL IURGANICSRC-MOVED) \ _ SILL PLATES TO FOUNDATION ANCHORING III=117-of=/'i111Z1=111_lila BILL AS PER W /I LEVLLBAS6 IM _ - — - - D PLUMB DOUBLE JOIST FOR UNDER ABATFITUB- DOUBLE JOIST FOR NONBEARING WALLS 1ST. FLOOR TO FOUNDATIONCONNECTIONS — --- INSTRUC BONS „IIF'ilFlll III„IIHII-IIHII114- rC 0I5TIJRP+ED /POOR 5011- LAP OILLAY I G” LAYER OF CRUSI IED S I UIVL OR GRA -I- LEV L DCOMPAGTBYIIANO GIR.DE_P/I-IE_ADEL - ' /� �O LAV I AS BASE ON cOMYAGIED GRANGE GIRDER/FIEADER --� i' LEVEL ASE ONTU - IB \"` \ - BILL AST BE ` \ POST/C 01_UMN - •/ - �: as POST Fi P A -II=II-_=!=_=='u=_r- GIRDER/HEADER——O � POST/C OLUMPI O �F1ul=oTaU-,r1�-111-111-m.--r1-r1qkotP� BIGFOOT SY5TEM5 FOOTING F Q RIM/DECK JOIST -0 \ �\ IN ACCORDANCEWITH SECTION IW II OF NY E ISO sCi \ / COMPLIES WITI THE INTENT OF 11IL CODE A Ci MAT w =DIS \��� POST/C OLLIMN D 2 PRESCRIBED EQUIVALEN IN DURABILIIYAN TI AT THE DIVISION IVISI NINTI IE CODE, LLO \ / THEDIVABLEFFCODE ENI=ORCEMENTAND A III TCT ACCEPT ANDSBJECT INNYSBABED UPON IC 000 f 'T ER -505 AND SUBJECT TO TI IF CONDI IOIJC fHER .O U GIRBEG/L1FJ?ER_TDJ'1t"T/ LWdNS9LINFrnnN 61PI?ERL IErf Et iD PnsT/ctt IAN cnrJNFCTIDry EIRBLSLIiLAItCB_IO_L'3TLI:LLJMf�L C➢tlNCL 11DN.. q� .•,,,w,,,..„,,.,, Pt]iL T9-GLCN/Forst rnrvrvEBLBB_ .iL➢ TO g� a �� GENERAL NOTES CONSTRUCTION NOTES: 1) Title ingurr atmn within this set ad canstivcdon documents is related to basic design intent and framing detalls They are intended as a construction aid, nota substitute for generally steepled good building pmolce and compliance with current New York State building codes The General Contractor is responsible for providing standard n.lneaoit delink and PmPolumos to ensure a pmostimnall, hooJ d, stmctually armed and is weatherproof completed product 2) The General Contractor is responsible for ensuring that all work and amslackon meets curn:nl federal, stale, courtly and local codes, Ordumncds and regulations, etc These codes are In be ronsidered as part of the spegfcadmns Jnr Illshuildsig and should be ddimad to even if in variance with the plan 3). Dimensions shall take precedent over scaled demi ❑O NO r SCALE DRAWINGS 4). The designer has not been engaged for consCarolina supervlslon and assumes no responsibmkty for constochon corndinaling with these plans, nor oodamsebdbry for constmctlon Trans, melhods, lecear,ods, sts,mi ms, or procedures, or fur safety precautions and programs In mnnedlon with the work There are no warranties fora spmafcuse expressed mou lmdm the use of the.-. plans l) Refer to Ilia Window and Door schedule for exteror openings. 6). Tim General Contractor Is to ensure that masonry orprefabracted Miam es meets or exceeds manufacture's specihcatans and applicable codes 7). The General Contractor is to consult with the owner for all budl-at items such as bookmses, shelving, pantry, closets, isms, etc. 8) Wind load requirements- shall be taken Into account during Contention FOUNDATION NOTES: 1). The General Contractor tntd Mason to review plans, elevations, delalls and notes to determine intended heights of finished nocrls) above typical grade 2) All forelegs to rest on undisturbed (virgin) Coll 3) Provide 112" expansion loci malarial between corrode, slabs and ahulling concrete or masonry walls occurlog In exterior or unhealed Interior areas 4) Any new concrete wells being attached to existing comeme structure shall be insetted with R4 re -bar, R1" Inng at 12" o.c Us -e approved epoxy forinaallatlon. til Unless olherwase noted, all slabs on grade to be 2500 p c m Collars to be poured on 41nch think sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs lube mimuium 3-12 ooh Ihlrk 6) Crawl spaces to be provided with a minimum l B"x24"crows open ag Install as 8xl6 east iron fuundakrn vent for every 15D sq It Of area I it nous cram os par section R406 of DartspP r Sof exterior of foundation wlhb urr 0 es'de tial Construction Code . on, t of eth bene film shall be a )led over NYS ft I n p y Y PP the below grade Portion of exlerinr walls prior to backlilling LIT Drainage as pbr section R405 of N Y.S. Residential Cnnslmrtinn Gode FRAMING NOTES_ 1) All framing techniques and melhods as pres-cnplme design of 1905 SBC High Wind Edition Wood Framing Construction Manual. 2) Unless otherwise noted, all framing and slruclural wood rnamrialm be 62+BTR Darolas Fir Floors, walls, ceilings and rafters to be. spaced at 16 inches o c. unless noted 4). Unless obhelvese noted, all bearing wall heodem to be (2) 2x1D1121 BTR Doug, Flo Bearing wall headers 1. hove (2) lack studs and (2) full length studs an each sale of ell opunnigs LVI. headers la have (3)luck studs arta (2) full length studs on earl sign of openings. BCar nng wall wMow starting also have (2) windowsill plates for2x4 wall opoologe between 41 and (ID and 2x6 wall op.hl,,a between s l l and 8'9 Provide fire and h om g ckin where a okcable n I 5) Alash beamsIlimUrrs I. ba oasialldd With her duly .1sii Mangosos and onrhos whom aplcahle toall cnnectn jrnsts 6) Double up floorjotsds under wells that men parallel to the floor joist and under bathlub Floors to have ceramic He installed shall be verified for proper load rapacity unless note m plans. joists I m o c Use sold bloclun in floor oasts 71 Provide bearing ying in flooryol sad g j under all beano walls 9 B) Pavide insulation baffles m cave vents baween rafters Install draft blocking as 9) Unless otherwise nnlnrl, all roofs and walls to have a minimum 112" )has, 4 -ply Fir CDX exterior sheathing grade plywend Plywood to cover over plains and headers 10) UnItes otherwise noted use 314" thick T&G PTB Fir or Advareach plywood subgoor, adhered with PL400 adhesive and screwed to floor joists Finished800rtobelnslalled over subfloor as par manufactw e's instructions 1 I). All bathroom wall's to have 112" Nick moisture-resmstanl sheetocl Garage walls and calm's and over furnace t. have 5I8" Mock type-x.heolm.k. All other pads of building to have regular ifT' sheetmck All walls to be board antl flashed. 12) All roof with a pitch less than 4:12 shall be aslalled wilt) an Ice 5 Water barrier or apprnvnd equal Flat ants shall be applied with a Flbmgles base sheat with an EPDM earth down type material over. 13). All sill plaids and wood In rnnlart with mnemic to he pressure totaled Sill plates Ir WIND FRAMING NOTES RIDGE -TO -RAFTER ASSEMBLY Ihl". 2n gauge s[mp shall be attached In and, par of rafters in ...nmmhcc to table 3.4 ten a rchar be a used in leu of a 111190 strap, the numhcr of 10J rnmmon nails reginrcd each end of the roper de need not exceed the tabulated numhcr, of Bit nails in the strap L Tindal framing vrid shear wall ..rameAions fur fafter,ceWng or lass to top plate sholl here accordance to table 3 3. When a rafter or thus. do not fall in line with studs below, raters or trusses shall be attached to the wall lop plate and the wall lop plate shall be antitrust to flood the wall stud with uplift commouons Roofs uvemhrnging the rake side of the budding shall be connected with uplift conndoome m arcordance with [able 3 3c 3) WALL-TOWALL ASSEMBLY Wall studs above and studs below a floor level shall he attached with uplift connections In calculating with table 33b When wall studs above do not ball In line with cluds below, the studs shall be attached to a common member in the Floor assembly well uplift commalcus in acco¢lance .,Or table 3 3 4) WALL ASSEMBLYTO FOUNDATION: Firslwall studs shall be connected to the foundation, .,If plate, or bottom plate wllh delft connectors Steel slaps shall have a minimum embedment of 7 inches In concrete foundation and slab -on -grade, 15 inches in masonry block loundadons, or tapped attler the plate and nailed In accordance with table 3.36 When steel straps are lapped under the banner plate, 3 inch square washes shall be used wnhlhe anchor boss Anchor bolt spacing Is In be spaced and sized iu accordance to [able 3 2a In adddion to spacing, anchor bolls are to Constrained between 6-121nches from the end of er sill plate and all TYPE I EXTERIOR SHEARWALL CONNECTIONS: Ie I exterior shear walls with a minimum of 7116 inch wood structural panel oa the O.Odinr (shod with Bit common nails at Wi o c al the panel edges and 12" or. In the field, and Inch gypsum wallboard on the Interior alarhod with 56 cooler nails at P' o c at panel les and 10" o c In the field shall be In aid.e.ncewith the length requirements specified able 3.15.-b. TYPE II EXTERIOR SI IEARWALL CONNECTIONS' is II exterior shr mwalls shall meet the requirements of table 3 Tsui times the appropriate 9th adjustment factors In table 316 INTERIOR SI EARWALL CONNECTIONS: iwable sldewall lengths provided in table 3.14 shall be permitted to be increased when :nor shearwalls are used Sheathing and connections shall be in accordance with 4 2 and 2.2.4 respectively CONNECTIONS AROUND EXTERIOR WALL OPENINGS. oder and/or girder connections shall be o'ached with uplift whima airs In accordance t table 3 5 Window sill plates shall be have steal connocmrs in accordance wllh table OAT) IEDRAL CEILING ASSEMBLY - one a ridge is to be used as a structural beam, Its rafters shall either be notched and vbured un lap it Ibe 6emn li .buil; rgnnedum shall be atiaCIIBJ to each luherlu+idye rig the open coiling pall rl the lwldiug Counvc0uns to the tWye Seri wall shall ba be DECK AND COVERED PORCH NOTES: Mi otherwise noted all mule material to be Rl ACO pressure Vested lumber fa ss 9 fasteners, hangers anJ anchors to be gulvuirzed or stainless steel Girders fur decd joists to be hclted In oath .of with washers and nuts dors on dencrele piers shall be anchored with proper steel connectors anchored t concrete with a minimum V2" din x T' long anchor ball wdh washers and nuts Pasts supporting girders shall be anchored to a 12"xl2"x12" Ihmcl( concrete footing. s a minimum 112" die x 7" long anchor holt with washers and nuts Footings Shall 3 h het. grade. Concorde panic m be used with all pordhorldoods with roofs or pery, utas Deck joists to have blocking at Il'0 o r. A maimum of 10 itch flashing shall be installed between the budding and ledger Iger to ba fastened to balding with ll2"die bulawdhwoshersondnuts 6). Generale plers shall be a minimum G' above grade. 7). All Lists to be ioppnrled with hangers and archers Each .total shall also be anchnrnd In udome) r to a 1 meal building. e assembled and anchn rs1 the, sa a returned s a m t B Covered Roofs shall b m Yp 9 PLUMBING NOTES 1). All marsupPly, drainage and venting to be installed as per N Y.S Residential Verify septic system with the EurMhour for Su Onik County Health Department approval studs, plates dateline for an plumbing related work vide adequate joists and plains In Musical n yp g Inde adequate bating and Plates In prated and secure the structure. Verify with the le undo and manufawre's recommendation for maximum hole size and sparing permitb HVAC SYSTEM NOTES Mechanical subcontractor Is responsible for nJhearing to all npplcable cedes and safely Is to fully coordinate all system data and requirements with the 3). HVAC subcontractor to provide final system layout drawing and submit II to the General Contractor and owner for anal review and apPavel ELECTRICAL NOTES: 1). All electrical to be Installed as per N Y.S Resaential Cunslructed Code. 2) All electrical wall( shall be approved by a qualified Underwriter 3i. Install Smola daecmrs mid Carbon Manomde objectors throughout as per.Haien 17 of N Y.S Emil Construction Code NAILING SCHEDULE RnnP FRANAINIr, JOINT DESCRIPTION NAIL NAIL NOTES .101ST TO DULY SPACING TOE NAIL RAFTER TO &WALL: 3 -ad COMMON EACH TOE -NAIL TOP PLATE IUWALL 4 -ed COMMON RAFTER SEE NOTE.1 CEILING JOIST e'WALL'3-ed COMMON EAGIi TOE -NAIL To TOP PLATE 18 WALL 4 -Rd COMMON JOIST NAIL CEILINC.IDIST TO AS PER TABLE 37 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILINCJOIST LAPS AS PER TABLE 37 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2_811 COMMON EACH TOE TO RAFTER 2-1611OOMMON END NAIL RIM HOARD 2-1511 COMMON EACH END TO RAFTER END _ NAIL IA/AI I GRANAINf1-- JOIk1T DESCRIPTION CIY NAIL NOTES .101ST TO DTIL V. SPACING TOE NAIL TOP PLATE TOPER 2 i6d COMMON WFCM-SSC FACE NAIL TOP PLATE _ 2-&1 COMMON FOOT SEE NOTE.1 TOP PLATES AT 4-16d COMMON JOINTS FACE INI ERSECTIONS ZBd COMMON EA SIDE NAIL STUDTO 2-16d COMMON 24" FACE STUD 3-i6d COMMON OC. NAIL HGADER70 16d COMMON) 16"O C. FACE HEADER EACH ALONG EDGES NAIL TOP OR BOTTOM 2-i6d COMM ON PER 2x4 STUD ENO PLATE TO STUD 3-1611COMMON PER2x6STUD NAIL BOTTOM PLATE TO. PER FACE NAIL FLOOR JOIST, BANDJOIST, 2-1611OOMMON FOOT SEE NOTE. 1,2 END JOIST OR BLOCKING .101ST NAIL I�uui:aenvLrnmles .JOINT DESCRIPTION CIY SPACIING N07E5CITY .101ST TO 4_Bd COMMON PER JOIST TOE NAIL SILL, PLATE OR GIRDER PdCOMMON MON WFCM-SSC WINO _TOP BRIDGIPIG _ 2-&1 COMMON EACH EACH TDE TO JOIST WINTER 6"OC FIELD NAIL BLOCKING ZBd COMMON ACII TOE TO JOIST (LIVE LOADS PSFI END NAIL BLOCKING TO 3-i6d COMMON EACH TOE SILI. OHTDPPLATE BLOCK NAIL 3-16d COMMON EACH FACE LEDGER STRIP TO BEAM (ROOF - FOUNDATION) JOIST NAIL .)DIST ON LEDGER d - Ltd COMN40N PER TOE IO BEAM JOIST NAIL BAND JOI ST 3 - JAI COMMON PER END TO J016T .101ST NAIL BANO.IOIST TO PER TOENAIL SILL OR TOP PLATE 2 -1 bd COMMON FOOT SEE NOTE. 1 JOINT DESCRIPTION NOTY 5 ACING NBTES STRUCTURAL PANEL OJ PS PER TABLE 3 B NOTES ]"My GYPSUM PdCOMMON MON WFCM-SSC WINO WlDCl�9ilyG\fill �[E� 1►O/_1\It W-4MlWA10.11Q1ft JOINT DESCRIPTION NAIL NAIL NOTES _ JOINT DESCRIPTION Bd COMMON NAIL SPACING NOTES ]"My GYPSUM PdCOMMON MON 7 O WINO WALLBOARD 511 COOLERS to" It FIELD SEE NOTES 1 ( BOTH FIELDS) 1►O/_1\It W-4MlWA10.11Q1ft JOINT DESCRIPTION NAIL Cry NAIL SPACING NOTES _ STRUCTURAL Bd COMMON AS PER TABLE 3 9 NOTES PANELS_ PdCOMMON MON WFCM-BBC WINO 711 B"OSB3"OC fid COh1MON EDGE SEE NOTES 1 ( BOTH FIELDS) PLVW000 WINTER 6"OC FIELD FLOOD= GYPSUM Ed COOLERS 7" O C EDGE DESIGN LOAD CALCULATIONS WALLBOARD (LIVE LOADS PSFI 10" O C FIELD DESIGN I ll I<ETN_19717111 HI101" NOTES THESE NOTES ARE ONLY TD BE REFERRED TO IF MEN] ZONED IN SCHEDULE NO TES ONLY 1) Nalmg requirements are based on wall sheathing nailed 6' on -censer at the panel edge If wall sheathing is acted 3' or ,CLC, at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, .,alternate connectors, such as shear plebes, shall Us used to nammin load path. 2) When wall sheathing is cane..... over connected tnanbers,lhe tabulated number of nails shall he Permilted to be reduced mi -1 Scroll per foal PLAN CONTENTS: OGGIIPANCY CLASSIFICATION NAILDTV NAILCING DWELLING 26'-6" .JOINT DESCRIPTION TOTAL 5a FT OF CCJNSTRUGTION SPA NOTES STRUCTURAL PANELS PdCOMMON MON 6" O C. EDGE WINO 1"Obi LESS FRAMING ELF_MENTS 12" U C FIELD SEE NOTES 1 ( BOTH FIELDS) NOTES THESE NOTES ARE ONLY TD BE REFERRED TO IF MEN] ZONED IN SCHEDULE NO TES ONLY 1) Nalmg requirements are based on wall sheathing nailed 6' on -censer at the panel edge If wall sheathing is acted 3' or ,CLC, at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, .,alternate connectors, such as shear plebes, shall Us used to nammin load path. 2) When wall sheathing is cane..... over connected tnanbers,lhe tabulated number of nails shall he Permilted to be reduced mi -1 Scroll per foal PLAN CONTENTS: OGGIIPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE DWELLING 26'-6" BUILDING HEIGHT TOTAL 5a FT OF CCJNSTRUGTION LIVING SPACE2156 5 F (ALTERNATIVE DESIGN 2D00 S F ) NOTES _ 4' PERIMETER EDGE ZDNE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND WINO 15SB SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELF_MENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES SEE NOTES 1 ( BOTH FIELDS) EXT. BALCONIES 60 WINTER DECKS 40 FLOOD= ATTICS w/o STORAGE 10 SPEED ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS PSFI DECAY DESIGN ROOI'15 (OTHER THAN 5LFFPIN6) 40 HA2ARD5 ROOMS f5LEFPINGJ 30 (MPI{) STAIRS 40 GAURORAILS (ANT DIRECTION) 200 CATA60RY B _EXPOSURE _ LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE NAILING SCHEDULE --- FF SAFR_AL NOTE PAGE EGRESS SEE FLOOR PLANS AMID WIN OW SCHEDULE FIRE PROTFOTION SEE FLOOR PLANS (5MOKE J CO2 DET CTORSI TO IIEAW MODERATE TRUSS DESIGN N/A - STANDARD STICK FRAMECONSTRUCTION ENE GY CALCULATIONS PEECTECK 35 RELEASE 1 NEW WALLS EXISTING WALLS WALLS TO BE REMOVED WALLLEGEND ll�] E - - - RI IMATIC R GFQGRAP-IIC DESIGN CRITERIA ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:N NAIL SPACING NAIL SPACINGATINTERMEDIATE 4 EDGE ZONE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN TI IE PANEL FIELD NOTES _ 4' PERIMETER EDGE ZDNE 811 COMMON @ 6" O.C. GD WINO SEISMIC FROST SEE NOTES 1 ( BOTH FIELDS) INTERIOR ZONE WINTER ILESHIELO FLOOD= GABLE ENDWALL RAKE AND RAKE TRUSS SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENI HA2ARD5 LOAD (MPI{) CATEGORY DEPTH TEMP. REgUIRED 45 LBS. "20 B RE SEVERE 3 FT. MODERATE SLIGHT TO TO IIEAW MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:N NOTES TI IESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCI IEDULE NOTES ONLY th foot prbeollar edge eon attofthepenmaeredyeof ,used, mdudln'4feel on each site of the roof peak, e ed a zone attachments required shall be used the 4 fool nnntel r 9 9 P 2) Tabulated 12 inch e c nail spacing assumes sheathing attached to rafter/ truss framing members wrth G>849 For framing members with 10.42<G<0 49, Ch. nail spacmg shall Ile reduced to 6 inches oe 3). Tabulated 41nch o c hall spacing assumes shealhtng to afterl truss framing members with G>D A9 For framing members wish 042<G�D 43, the nail spacmg shall be reJured to 3lnches o.c. UVAI I SHFATHING REQUIREMENTS FOR WIND LOADS: SI IEATI IIIJG LOCATION NAIL SPACING NAIL SPACINGATINTERMEDIATE 4 EDGE ZONE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN TI IE PANEL FIELD NOTES _ 4' PERIMETER EDGE ZDNE 811 COMMON @ 6" O.C. I d COMMON @ 6" O G SEE NOTES 1,3 SEE NOTES 1 ( BOTH FIELDS) INTERIOR ZONE 811 COMMON @ 6" 0 G 811 COMMON @ 12" O C NOTE 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Bit COMMON @ 4" O.C. Bi COMMON @4' O C SEE NOTES 1,3 NOTES TI IESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCI IEDULE NOTES ONLY th foot prbeollar edge eon attofthepenmaeredyeof ,used, mdudln'4feel on each site of the roof peak, e ed a zone attachments required shall be used the 4 fool nnntel r 9 9 P 2) Tabulated 12 inch e c nail spacing assumes sheathing attached to rafter/ truss framing members wrth G>849 For framing members with 10.42<G<0 49, Ch. nail spacmg shall Ile reduced to 6 inches oe 3). Tabulated 41nch o c hall spacing assumes shealhtng to afterl truss framing members with G>D A9 For framing members wish 042<G�D 43, the nail spacmg shall be reJured to 3lnches o.c. UVAI I SHFATHING REQUIREMENTS FOR WIND LOADS: SI IEATI IIIJG LOCATION NAIL SPACING NAIL SPACING AT IN 'IRMGDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES _ 4 EDGE ZONE 611 COMMON@fi"OP, Od COMMON@12"OC SEE NOTES I, 3( DOTI I FIELDS) NOTE 2FOR PANEL FIELD INTERIOR 2DNE tld COMMON @ 6" O.0 Bd COMMON @ 12" O G SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TD BE REFERRED TO IF MENTIONED IN SCI IEDULE NOTES ONLY 1). For wall sheathing within 4 feet of the corners, the 4 fear edge zone i lechnmrd mquiamends shall be used. 2) 1 mull 12 inch a c. null spacing assumes sheathing ulteched to amid framing members wdh G 040 To fronnny... enlCode vefih 042,G1 the unit spaousis shall be reduce) to bushels o c 3) For exterlor panel citing, galviezed box nails shall be pmmllled to be substituted for cmmirmn halls ca 0 2 u IN y. of s 7 O1 m Z ad Z LO 5 III Z an p O z W W U U.1 DOZ J Q LU ?] 0 W d 03 O Par Y m as H N N F N H an � r � LL Y a o O > an D_ 3 an an x JUL Df as Q N Z N O r,'ek