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HomeMy WebLinkAbout31163-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31352 Date: 12/27/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1780 EAST GILLETTE DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 3 Lot 23 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 25, 2005 pursuant to which Building Permit No. 31163-Z dated MAY 25, 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to MANUEL & ANTONIO ESTEVES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0133 12/13/05 ELECTRICAL CERTIFICATE NO. 2067106 11/30/05 PLUMBERS CERTIFICATION DATED 12/01/05 WILLIAM METCALF thg ized Signature Rev. 1/81 Form No.6 - TOWN OF SOUTHOLD BUILDING DEPARTMENT -- - - TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY DEC 00S L.. This application must be filled in by typewriter or ink and submitted to the Building Department1with(1>e 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, Corivnereiaf $15.00 Date. l o I 1 (.o New Construction: X Old or Pre-existing Building: (check one) Location of Property: �� �� _ 1✓" .f�q+_ Ql�1 () House No. Street Hamlet Owner or Owners of Property: l v+) S 1 YfQr�� Suffolk County Tax Map No 1000, Section Block J Lot Subdivision _ — _ Tiled Map. _ Lot: _ Permit No.- 3 Dates of Permit:_ __ Applicant:_�p�3Qv Health Dept Approval: _ Underwriters Approval - Planning Board Approval Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: -S )I_ C..l n L9 Applicant Signature �Q�gUfFO(,�co y = , Town Hall, 53095 Main Road O Fax(631)765-9502 P.O. Box 1179 y�ol Q� Telephone(631)765-1802 Southold,New York'11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 11-It 00 Building Permii_t No. Owner:e�Ad V✓l�i�� �// �77/Y� ttyJS (Please print) Plumber: JXLI ( I g'77 (Please print) I certify that the solder used in the water supply system coaltains less than 2/10 of 1% lead. (P tubers Signatul Sworn to before me this ANNIE E. ESGRO day of �U� L_ 20� Notary Public,Stat of No York No.01 ES5078083 � n ' Qualified In Suffolk County ��1 N Commission Expires May 19,2007 Notary Public, county ornuWL WL c PCDLfl iPrnrnrnnrn�J rnrnrn cPrnrnrnrnrnrn cfrnrn���s rnrnrnrnrn�JrnrnrnrncP��n��nrn�rns�n °o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 LO Upon the application of upon premises owned by SKC ANDERSON ELECTRIC . ROBERTS CUSTOM HOMESP.O. BOX 16 1780 E. GILLITTE 5 �S DRIVE MILLER PLACE, NY 11764-0016, EAST MARION, NY 11939 cS Located at 1780 E. GILLITTE DRIVE EAST MARION, NY 11939 5 5 Application Number: 2067106 Certificate Number: 2067106 fj Section: 38 Block: 3 Lot: 28.1 Building Permit:31163 BDC: ns11 ID+j SDescribed as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: (, Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 30th Day of November,2005. 5 5 Name OTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 rj Sensor 2 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke SAppliances and Accessories 5 Furnace 1 0 Gas 5 5 Hydro Massage Tub (Therapeutic 1 0 S SExhaust Fan 2 0 F.H.P. 5 5 Air Conditioner 2 0 36.000 BTU 5 5 rj Wiring and Devices S Outlet 37 0 Fixture S ,C] Fixture 37 0 Incandescent 5 5 Outlet 81 0 General Purpose 5 5 5 Receptacle 46 0 General Purpose S Switch 39 0 General Purpose 5 5 Receptacle 2 0 20 amp Appliance 5 Receptacle 1 0 20 amp Laundry S 5 Paddle Fan 2 0 seal rj 3 0 15 amp Arc Fault Circuit Interrupter 5 Continued on Next Page 1 of 2 rI 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 S D cP rn rnrn me Prnrn cern�ncnr�r�3r r� rSrJ� rr�nr1 M OrJdJrJ r TrJrJ'rJiffirJrJ1i rlfficPc1 N rPrJiPtJ�r�rl�r TdJ�rJ�t PcJ�rJrJcPr�iJ c1�rJ�r>�r�cPrJ�rJ�c1rJ�rJ�cPcJ�rJ�rJ�r�r�rPrJ�rJ Ir I'' @J M 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 55 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 KC ANDERSON ELECTRIC . ROBERTS CUSTOM HOMES 5 5 P.O. BOX 16 1780 E. GILLITTE DRIVE 5 5 MILLER PLACE, NY 11764-0016, EAST MARION, NY 11939 5 5 55 Located at 1780 E. GILLITTE DRIVE EAST MARION, NY 11939 5 C 5 Application Number: 2067106 Certificate Number: 2067106 c� 5 Section: 38 Block: 3 Lot: 28.1 Building Permit:31163 BDC: ns11 5 5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: rj Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, rrt5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 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 30th Day of November,2005. 5 Name OTY Rate Rating Circuit Type 5 GFCI Circuit Breaker 1 0 20 amp 5 5 Disconnect 2 0 60 amp Air Conditioner 5 Receptacle 12 0 GFC1 C5, 5 Service 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: 1 SL 5 5 5 5 5 seal 5 2 of 2 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 S 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. 31163 Z Date MAY 25, 2005 Permission is hereby granted to : MANUEL & ANTONIO ESTEVES 80 SUNSET ST FARMINGVILLE,NY 11738 for CONSTRUCT ONE FAMILY DWELLING W/ATT. 2 CAR GARAGE & COV. FRONT PORCH AS APPLIED FOR. THIS PERMIT REPLACES 29508 . FLOOD PERMIT INCLUDED. at premises located at 1780 EAST GILLETTE DR EAST MARION County Tax Map No. 473889 Section 038 Block 0003 Lot No. 023 . 001 pursuant to application dated MAY 25, 2005 and approved by the Building Inspector to expire on NOVEMBER 25, 2006 . Fee $ 1 , 008 . 10 Authorized Signature ORIGINAL Rev. 5/8/02 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) 944-1� 311(.0'3 PERMIT NO. 29508 Z Date JUNE 20, 2003 Permission is hereby granted to : ANDRE & HIROKO RODRIGUEZ 170 EAST 87TH ST NEW YORK,NY 10128 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR; FLOOD PMT. INCLUDED j 1�o (;' (1'-4e t7� at premises located at 2465 GILLETTE DR EAST MARION County Tax Map No. 473889 Section 038 Block 0003 Lot No. 023 . 001 pursuant to application dated JUNE 16, 2003 and approved by the Building Inspector to expire on DECEMBER 20 , 2004 . Fee $ 1, 008 . 10 C� ,�ltid Authorized Signature ORIGINAL Rev. 5/8/02 Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Town of Southold Building Division Southold, NY December 27, 2005 RE: Victorian on 1780 East Gillette, East Marion NY Permit # 31163 Criscito Homes Dear Inspector. The Rear Deck construction for the above project meets the New York State Building Code. F espectfully yours, Robert James Higgins, AIA Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631 -208-3351 Town of Southold Building Division Southold, NY December 27, 2005 RE: Victorian on 1780 East Gillette, East Marion NY Permit # 31163 Criscito Homes Dear Inspector. The 1" water Main passing under the House footing for the above project meets the New York State Building Code. Respectfully yours, Robert James Higgins, AIA 765-1802 BUILDING DEPT. " SPECTION [v ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7 U INSPECTOR AV SOUr�olo 31163z- coum" TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � ��� INSPECTOR / 765.1802 BUILDING DEPT. INSPECTION [ ] FOy#DATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 'wc 0 _ w�L DATE INSPECTOR 6 C� f4ll , -w, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [KTA-fi W6 -SM/1'6 [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -z 'l� o -t7,- caws , DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [�} FOUNDATION IST [ ] ROUGH PLBG. /[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a 7 / f DATE / ���� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ 7] FQUNDATION 2ND [ ] INSULATION [ ✓J/FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -----Q At DATE INSPECTOR ppp—/ _ So(/ryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION c [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �¢. ®/< , al� DATE INSPECTOR apF SOUT�oIo �' • ao �ry000NfV,�` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIRED CE) CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: (A) i N s✓ DATE US INSPECTOR ��`^T;� �/ oe souryo6 coum TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I NSTION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /0 , REMARKS: c w S i COs X ZL DATE / a { INSPECTOR �o�apFSO(/Ty�� #Qaf TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS-MATION [ ] FRAMING / STRAPPING [ +�f F/IN J� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� Z� ©g INSPECTOR . N3/30/2003 23:44 6312088208 DECISION PAGE 01. 199 RoanoKe Avenue Riverhead,New York,11901 631-208.9003 F2K631-209-8208 Decision 2000 Estate Services, Inc. Fax To: ��� From:CCarolyn McPhemol Betty Deist, — J n Marijude Messina or Susan Lewis Fam �S "\5 -0�Z� P89os:q Phone: Date; Re: CC: ✓✓✓ \\\Urgent Q For Review Q Please Ci »want Q Please Reply Q Please Recycle • Comments: M/30/2003 23: 44 6312088208 DECISION PAGE 02 DECISION 2000 REAL ESTATE SERVICES,INC. 7169 R!aANOKE AVENUE RIVERHEAD, NEW YORK 11901 VARIANCE SEARCH Title No.03-08-3602 County of Suffolk) State of New York) This is to certify that Andre Rodriguez and Fri,oko Rodriguez, his wife, are the owners of record of Tax Map No. District 1000 Section 038.00 Block 03.00 and Lot 023.001 That they acquired title thereto by deed dated 6/25/01 recorded in Liber 12128 cp 940 on 7/11/01. That we have made a search of the records in the Suffolk County Clerk's Office and find that neither the said owner nor any predecessor in title cif cine said premises owned contiguous property at any time since 4/1/57 except as follows: North and South That the applicant herein does not own any contiguous property except as follows: None This certification is made with the intention of the reliance thereon by the Board of Appeals and/or Building Department of the Town of Southold The limit of liability under this certification for any reason whatsoever, whether based on contract or negligence, shall not exceed $1,000.00 and shall be confined to the applicant to whom this certificate is addressed or the County of Suffolk. Decision 2000 Real Estate Services, Inc. Br Carolyn McPherson Sworn to before me this 3rd Day of January 2003 Notary Public, Suffolk County, N,Y. OB/30/2003 23:44 6312088208 DECISION PAGE 03 DECISION 2000 PWAL ESTATE SERVICES, INC. 169 ROANOKE AVENUE RIVERHEAD, NEW YORK 11901 Title No. 03-08-3602 PART OF SUBJECT PREMISES District 1000 Section 038.00 Block 03.00 Lot 016.000 Edwin H. King Deed To Dated: 10/24/52 Peter Blank& Son, Rec'd: 11/7/52 a domestic partnership Liber 3433 cp 289 Peter Blank and Peter Blank, Jr. Deed as sole partners of Peter Blank Dated: 3/6/59 & Son, a domestic partnership Rec'd: 3/9/59 to Liber 4596 cp 247 Peter Blank and Peter Blank, Jr. as tenants in common Peter Blank and Deed Peter Blank, Jr. Dated: 10/15/65 To Rec'd: 10/19/65 Manor Grove Corp. Liber 5842 cp 509 (As to Tax Lot 16) Manor Grove Corp. (As to Tax Lot 16) and Deed Limpet Corp. (As to Tax Lot 23) Dated: 6/25/01 To Rec'd: 7/11/01 Andre Rodriguez and Liber 12128 cp 940 Hiroko Rodriguez, his wife (Last Owner of Record) PART OF SUBJECT PREMISES District (000 Section 038.00 Block 03.00 Lot 023.000 Edwin H. King Deed To Dated: 10/24/52 Peter Blank& Son, a Rec'd: 11/7/52 domestic partnership Liber 3433 cp 289 -C 3NTR4UED- • • 03/30!2003 23:44 6312088208 DECISION PAGE 04 DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD, NIKW YORK 11901 Title No. 03-08-3602 PART OF SUBJECT PREMISES CONTINUED: District 1000 Section 038.00 Block 03.00 Lot 023.000 Peter Blank and Peter Deed J. Blank, Jr. as sole partners Dated: 3/6/59 of Peter Blank& Son a Rec'd: 3/9//59 domestic partnership Liber 4596 cp 247 To Peter Blank and Peter Blank, Jr., as sole tenants in common Peter Blank and Deed Peter Blank, Jr. Dated: 10/15/65 To Rec'd: 10/19/65 Manor Grove Corp. Liber 5842 cp 509 Manor Grove Corp. Deed To Dated: 12/20/96 Limpet Corp- Rec'd: 12/20/96 (As to Tax Lot 23) Liber 11807 cp 140 Manor Grove Corp. (As to Tax Lot 16) Deed Limpet Corp,(As to Tax Lot 23) Dated: 6/25/01 To Rec'd: 7/11/01 Andre Rodriguez and Liber 12128 cp 940 aroko Rodriguez, his wife (Last Owner of Record) -CONTINUED- 03/30/2003 23: 44 6312088206 DECISION PAGE 05 DECISION 2000 REAL ESTATE SERVICES, INC. 169 ROANOKE AVENUE RIVERHEAD, NEW YORK 11901 Title No.03-08-3602 -CONTINUED- PART OF PRENIISES TO THE NORTH: District 1000 Section 038.00 Block 03.00 Lot 015.000 Edwin H. King Deed To Dated: 10/24/52 Peter Blank& Son, a Rec'd: 11/7/52 domestic partnership Liber 3433 cp 289 Peter Blank and Peter Blank, Jr, Deed as sole partners of Peter Blank Dated: 3/6/59 & Son, a domestic partnership Rec'd: 3/9/59 to Liber 4596 cp 247 Peter Blank and Peter Blank Jr. as tenants in common Peter Blank and Peter Blank, Jr. Deed To Dated: 10/15/65 Manor Grove Corp. Rec'd: 10/19/65 Liber 5842 cp 509 Manor Grove Corp. Deed To Dated: 12/20/96 Limpet Corp. Rec'd: 12/20/96 (As to Tax Lot 15) Liber 11807 cp 140 Manor Grove Corp. (As to Tax Lot 24) and Deed Limpet Corp. (As to Iax Lot 15) Dated: 9/19/01 To Rec'd: 11/23/01 Wayne J. Mott and Liber 12154 cp 528 Mary Olivia Mott, his wife Wayne J, Mott and Deed Mary Olivia Mott, his wife Dated: 12/23/02 To Rec'd: 1/3/03 Roberts Custom Homes, Inc. Liber 12228 cp 254 (Last Owner of Record) -CONTINUED- 03/30/2003 23: 44 6312088208 JECISION PAGE 06 DECISION 2000 REAL ESTATE SERVICES, INC. 169 ROANOKE AVENUE RIVERHEAD, NEW YORK 11901 Title No. 03-08-3602 PART OF PREMISES TO THE NORTH: District 1000 Section 038.00 Block 03.00 Lot 024.000 Edwin H. King Deed To Dated: 10/24/52 Peter Blank& Son, a Rec'd: 11/7/52 domestic partnership Liber 3433 cp 289 Peter Blank and Peter Blank, Jr. Deed as sole partners of Peter Blank Dated: 3/6/59 & Son a domestic partnership Rec'd: 3/9//59 To Liber 4596 cp 247 Peter Blank and Peter Blank, Jr. as tenants in common Peter Blank and Deed Peter Blank, Jr. Dated: 10/15/65 To Rec'd: 10/19/65 Manor Grove Corp. Liber 5842 cp 509 (As to Tax Lot 24) Manor Grove Corp. (As to Tax Lot 24) and Deed Limpet Corp. (As to Tax Lot 15) Dated: 9/19/01 To Rec'd: 11/23/01 Wayne J. Mott and Liber 12154 cp 528 Mary Olivia Mott, his wife Wayne J. Mott and Deed Mary Olivia Mott, his wife Dated: 12/23/02 To Rec'd: 1/3/03 Roberts Custom Homes, Inc. Liber 12228 cp 254 (Last Owner of Record) -CONTINUED- . &3/30/2003 23:44 6312088208 DECISION PAGE 07 DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD, NEW YORK 11901 Title No. 03-08-3602 PREMISES TO THE EAST: East Gillette Drive PART OF PREMISES TO THE SOUTH: District 1000 Section 038.00 Block 03.00 Lot 022.000 Edwin H. King Deed To Dated: 10/24/52 Peter Blank& Son, a Rec'd: 11/7/52 domestic partnership Liber 3433 cp 289 Peter Blank and Peter Blank, Jr. Deed as sole partners of Peter Blank Dated: 3/6/59 & Son a domestic partnership Rec'd: 3/9/59 To Liber 4596 cp 247 Peter Blank and Peter Blank, Jr. as tenants in common Peter Blank and Deed Peter Blank, Jr. Dated: 10/15/65 To Rec'd: 10/19/65 Manor Grove Corp. Liber 5842 cp 509 Manor Grove Corp. Deed To Dated: 11/10/70 Roy W. Duryea and Barbara Rec'd: 11/17/70 S- Duryea, his wife, as to an Liber 6841 cp 82 undivided 112.interest, Stanley S. Guzauskas and Lottie Guzauskas, his wife, as to the remaining undivided %Zinterest with both undivided �/ interest being held as joint tenants -CONTRViJED- 03/30/2003 23:44 6312088208 DECISION PAGE 08 DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD, NEW YORK 11901 Title No. 03.08-3602 PART OF PREMISES TO THE SOUTH CONTINUED: District 1000 Section 038.00 Block 03.00 Lot 022.000 Roy W. Duryea and Barbara Deed S. Duryea, his wife, as to an Dated: 9/26/80 undivided %z interest, Stanley Rec'd: 9/30/80 S. Guzauskas and Lottie Guzauskas, Liber 8890 cp 134 his wife, as to the remaining undivided '/z interest with both undivided % interest being held as joint tenants To Stanley S. Guzauskas and Lottie Guzauskas, his wife Stanley S. Guzauskas and Deed Lottie Guzauskas, his wife Dated: 3/l/82 To Rec'd: 3/4/82 Andrew Pafitis and Liber 9150 cp 344 Katy Pafitis, his wife (Last Owner of Record) PART OF PREMISES TO THE SOUTH: District 1000 Section 038.00 Block 03.00 Lot 017.000 Edwin H. King Deed To Dated: 10/24/52 Peter Blank& Son a Rec'd: 11/7/52 domestic partnership Liber 3433 cp 289 Peter Blank and Peter Blank Jr. Deed as sole partners of Peter Blank& Dated: 3/6/59 Son a domestic partnership Rec'd: 3/9/59 To Liber 4596 cp 247 Peter Blank and Peter Blank, Jr. as tenants in common -CONTINUED- , 03/30/2003 23:44 6312088208 DECISION PAGE 09 DECISION 2000 REAL ESTATE SERVICES, INC. 169 ROANOICE AVENUE RIVERHEAD, NEW YORK 11901 Title No. 03-08-3602 PART OF PREMISES TO THE SOUTH CONTINUED: District 1000 Section 038.00 Block 03.00 Lot 017.000 Peter Blank and Deed Peter Blank, Jr. Dated: 10/15/65 To Rec'd: 10/19/65 Manor Grove Corp. Liber 5842 cp 509 Manor Grove Corp. Deed To Dated: 6/7/76 J&M Reuter Construction Corp. Rcc'd: 6/17/76 Liber 8051 cp 578 J&M Reuter Construction Corp. Deed To Dated: 10/14/83 Virginia E. Reuter Rec'd: 11/16/83 Liber 9460 cp 350 Virginia E. Reuter Deed To Dated: 12/1/89 Bernard L. Kapell Rec'd: 1/10/90 Liber 10997 cp 44 . Bernard L. Kapell Deed To Dated: 11/14/94 James Ferrera and Rec'd: 11/21/94 Lydia Kapell, his wife Liber 11703 cp 339 James Ferrera and Deed Lydia Kapell, his wifc Dated: 6/12/97 To Rec'd: 7/2/97 Paul Dinizio Liber 11838 cp 546 (Last Owner of Record) PREMISES TO THE WEST: Gillette Drive Robert James Higgins .Architect, AIA ,50 Hidden Acres Path Wading River, NY 11792 1' 631-208-335 19xM Town of Souflrol ,' - _J Souftld, NY June 19, 2003 RE: Sodao„l I1t Dear Plain ex m*r ! As per your Ukphow earl to me today reptc0eg the typographic error on the plans submitted to your office, I bmvby submit this adAmAm On pap ono, GwOl)i tuft mads .........HIMM 16Mfloor ltmnb& bottom of unit to be above flood zone Elev. AES Shalt be revised t�resd: .........Hung lbogt�8 1lauiog, bottom of unit to be above flood zone Eley AE9 This letter shall bwsw wyou via fax only. Respectfully youerS 4lED AqC Robert James M .'At Cc.RobwU Cu"I r' f. t Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631 -208-3351 Town of Southold Building department RE: Roberts Custom Homes East Gillette Drive, Lot 16 & 23, East Marion Dear Plans Examiner: In regards to Egress only windows clear openings shall be greater than or equal to 20" x 24" and Ice shield underlayment is required and shall be provided at all roof edges. Sincerely; * C4y k Robert Higgins 01 ' Robert Higgins, Architect b w Cc;Roberts custom homes Cui%., ' '<� Tun IiIiIL Sl11uS N1am 12 . Ji"1"14 T. T.GRAY TOWN CLERICr 0 Roo 1179 CP �,.n!rp= � Suulhold. N", fork III) N£GISFRAR OF VITA1.SFATIS1nCS �✓Ji I L" Fax (S 161 765,I R]l MARRIAGE OFFICI p _ .'%�" �bO` Tcicplm"c 10161 765. IN( RLCORnS MANAGEMENT OFFICER 01 I FREEDOM OF INFORMATION OFFICER - 'c OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations 1 of the Code of the Town of Southold: "Floodplain Development Permit Application" fFDP(93) ) , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93) ] . TOWN OF SOEJ-17I01-1) Southold Town Clerk August 25 , 1993 APPLICATION a PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL. PROVISIONS (APPLICANT to read and sign)' 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six mouths of issuance. 6. Applicant is hereby informed that other permits may be required to f(fill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable • inspections required to verify compliance. 8. L THE APPLICANT,CERTIFY THAT ALL SATFMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST O gMVLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICANT) NAME ADDRESS � !'UA.� J TELEPH E APPLICAN T lU�ib/11RU17CQ,O ��QLA l_/�7 (W BUILDER ENGINEER PROJECT LOCATION-- To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the greet address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be hclpfvl_ �a L �y tne�u / Q F cu r 01� FDP(93) APPLICATION _ PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMENT �/New STRUCTURE TYPE 10 New Structure fg Residential (1-4 Family) 13 Addition O Residential (More than 4 Family) ❑ Alteration Cl Non-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) I] Demolition P ❑ Manufactured (Mobile) Home (In Manu- I] Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S joQ Ulf-b, B. OTHER DEVELOPMENT ACTIVITIES: • Fill ❑ Mining 0 Drilling MGrading • Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction O 546livision (New or Expansion) Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for rcvie:w. SECTION 3: FLOODPLAIN DETERMINATION (To be. completed by LOCAL ADhfIMSTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: O Is 140T located in a Special Flood Hazard Area (Notify the applicant that the appbcadou review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 110-Year flood elevation al the site L: Ft. NGVD (MSL) ❑ U❑available O The proposed development is loca(ed in a floodway. FTIFM Pancl No, Dated 4 Set Section 4 for additional ins(rucuons. SIGNED DATE .r i APPLICATION # PAGE 3 OF 4 SECTION' aADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing (he locauou of all existing structures, water bodies, adjaccot roads, lou dimensions and proposed devclopmcm. Cl Development plans,drawn to scale, and spccif(catiptu, including whcrc applicable:details for anchoring structures, proposed elevation of lowest floor (including basemen Q, types of water resistant materials used below the fast floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plains showing the extent of watercourse relocation and/or landform alterations. ❑Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. D Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECPION 5: PERMIT DETERMINATION fro be completed by LOCAL ADMiNfSTRATOR) I have determined that the proposed activity. A. O Is B. Cl Is not in conformance with provisions of Local Law R 19 . Tho permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon paymeo( of designated fee. If BOX B is checked, the Local Administrator will provide a v itteD summary of dDkcicncios, Applicant may revise and resubmit an application uo the Local Adminielralor or may request a hearing from the Board of Appeals. APPLICATION N _ PAGE a OF a APPEALS: Appealed to Board of Appcals? ❑ Ycs ❑ No Hearing date: Appeals Board Decisioo --- Approved? ❑ Ycs O No Conditions SECTION 6: A5-BUILT ELEVATIONS (To be submitted by APPLICANT before Certibcatc of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement Cin Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2 Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oa inspection of the project to cusure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES El NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF OMPLIAN E(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: Cl NEW BUILDING Cl EXISTING BUILDING 0 VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , I9_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_1 AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C/C (93 ) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sotware Version 3.6 Release la Data filename: C:\Documents and SettingAmbert higgins\My DocumcntsXOPY D 1104\builders\criscito\1780 east gillette, vicky\New Folder\energy.rck PROJECT TITLE: The Orient Victorian, 1780 Gillette, East Marion COUNTY: Sulk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.16 DATE: 05/06/05 DATE OF PLANS: 5-5-05 COMPLIANCE: Passes Maximum UA =449 tC IS l7 l4 ,=1 U, 0 Your Home UA=447 0.4%Better Than Code(U 9 N Gross Glazing �—— Area or Cavity Cont. or Door Town OF SOUTI, U) P ri metsc B-Valus 81alue v-Fact 1!6 Ceiling 1: Flat Ceiling or Scissor Truss 1300 30.0 0.0 46 Ceiling 2: Cathedral Ceiling (no attic) 140 19.0 0.0 7 Skylight 1: Wood Fmnic:Double Pane with Low-E 6 0.350 2 Wall 1: Wood Frame, 16" o.c. 2645 13.0 0.0 178 Window 1: Wood Frame:Double Pane with Low-E 375 0.350 131 Door 1: Solid 59 0,400 24 Door 2: Glass 41 0.350 14 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1350 30.0 0.0 45 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. W hen aRS90aIt�n Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date i c �e V t1 V / r RFScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Sofware Version 3.6 Release la DATE: 05/06/05 PROJECT TITLE: The Orient Victorian, 1780 Gillette, East Marion Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-fictors, describe kamres: # Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: Skylights: [ ] 1. Skylight 1: Wood Frame:Double Pane with Low-E, U-fitctor: 0.350 For skylights without labeled U-fictors, describe features: #Panes_Frame Type_ Thermal Break? [ ] Yes [ ]No Comments: I Doors: [ _] 1. Door 1: Solid, U-factor: 0.400 Comments: _ [ ] ( 2. Door 2: Glass, U-factor: 0.350 Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources ofair leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented fiamed ceilings, walls, and Boors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] insulation R-values and glazing U-tactors must be clearly marked on the building plans or specifications. I Dud Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to Rll. [ ] j Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181 A or UL 181 B. j Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means 6r balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable ofautomatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required fir each dwelling unit. Fireplaces: ( ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of Neu, York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ J Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ( ] HVAC piping conveying Buids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness inn hes by Pity Sizes Heated Water Non-CirculatinH Runouts Circulating Mains and Runouts Temperature( Fl Un to V 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 ThicImess inn hes by PiRe Sizes Pining System Tomes Ranae(F) 2" Runouts 1" and Less 1.25'to 2" 2"5„ to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, 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) r FOUNDATION(2ND) MA MEMO STATE F2qFRGY CODE A- Owl a r -- -------- - - - - - - - - - -- - I 1151511�Jolm— m lin 7�� wwo-rjrA 0, � OWN i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health _ SOUTHOLD, NY 11971 3 sets of Building Plans _ TEL: (631) 765-1802 31 IL3 Planning Board approval FAX: (631) 765-9502 q Survey _ www. northfork.net/Southold/ PERMIT NO. a l j 0 Check Septic Form _ N.Y.S.D.E.C. Trustees _ Examined tf 20a3 Contact: Approved 6 f,�4 ,2043 Mail to: 1 t 71-OA Disapproved a/c jj So yy•1 Phone: 03� -aa 19 _ Expiration,200� BuildingInspector APPLICATION FOR BUILDING PERMIT 6 ?(Ir Date D 203 INSTRUCTIONS a This application ompletely 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, housi code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 'I ISo ry6MP (Signature of applicant or name, if a corporation) 50 --�D-0-(XCk Q--A �v (Mailing address okap licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of of owner of premises (As on the tax roll or latest deed) If applicant is a corporatio mture of duly authorized officer X (Name and title oPbQWrate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of and on which proposed work will be done: �f Cib 1 A �y ti (a2tciZ , House Number Street Hamlet County Tax Map No. 1000 Section 3g Block J Lot ' Subdivision Filed Map No, Lot• (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constrgction: a. Existing use and occupancy pp f M axx b. Intended use and occupanc61.AAfl VV lV 3. Nature of work(check which applicable): New Building____x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost \bOt�� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front `1 Rear_ Depth Height 3 S r Number of Stories 9. Size oflot: Front �5 ��II r Rear I0-S / Depth —I a •90 ' 10. Date of Purchase 1(�cbl n Vame of Former Owner lLOi . t�ar� 11. Zone or use district in which premises are situated C) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES`NO k113. Will lot be re-graded? YES 1 NO_Will excess fill be removed from premises? NO NO—V, 14. Names of Owner of premisesAddress_ Phone No. Name of ArchitectK�102ir� c— N� Address= O hone No Name of ContractorP-Dbey45 inn ry'n AddressSo o C Phone No. Sr,,t4k —i 3.33 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF �\ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)Fle is the "AW" (Contract r)Agent, rporate 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 JXfore me this day of J U otary Public Signature of Applicant LYNDA M.BORN NOTARY PUBLIC, State of New York No.01806020932 Qualified in Suffolk County_ Term Expires March 8,20 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIF/CA TIO HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THF SURVEYO N WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY N MUST BE USED BY ANr AND ALL SURVEYORS UTILIZING A CvFY OF ANOTHER SURLIF YOR'S MAP. TERMS SUCH ' INSPECTED ' A^:D -37 BROUGHT - TO - ATF ARE NOT IN COM PLIANCF WITH THF -AW. Q3 J� l'o X69 y6' so c" 92005 vol 36 \ DRJEWP"( �� _ _— 4,_� ; cl Y \ p6 AA, A cn 1.01 E% O N dam St o SURVEY OF PROPERTY A T EAST MARION TOWN OF SOUTHOLD r3 u 6' LP.� . ;� L01 �9 X y X72 86, \ SUFFOLK COUNTY, N. Y. 1000-38-03-23. 1 m 5/ / \ SCALE : Y"-30' prop✓ MA Y 26, 2005 -{ O 45 gone 4�, 2005 ('sept, :Sy-V r7) Z- Lal G Smoix CAWM Y DEPAR TMENTOFHEAL7HSERVICES fir. N ' W PERMT FOR APPROVAL OF CONSTRU CTION FOR A c y�'06 a NGLE FAMILY RESIDENCE ONLY s 6 Lot 3 DATE 'ZC)�Z HS O. LQ—CJ Sepl� Sj._sfem -�5 bed.'0ams� APPROVED L Old \ ��pf NEW Y /-56,0 9a./. Sepf.c Tank ycP I.ME�j �•p,F B ' L.P,s B.� x2' creep IY°7ii44AXINlUMOF DR MS 'o'j GeP MIRES,TE.YEARS FROM DATE OF APPROVAL AREA 21,407q.sft 6— - �� S. 4 61 4E—CONIC S OR (631) 765 - 5020 FA97 P. 0. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 05 - 163 - ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE £DUCA TION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICA TIO HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYO N WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY " N T MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED ' AND ' BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. 101 A3 36 \ EWP� m� I�� 162005 1L-1 LOt RROP I o=- \ r m m O�. y'I IPTG l) Ni.T o1c, 2° O o c i QD� , SURVEY OF PROPERTY 2 AT EAST MARION 35 50, A. E. TOWN OF SOUTHOLD m dot 5� 260-0 Q SUFFOLK COUNTY, N. Y. 1000-38-03-23.1 m ��s� \ SCALE : 1"=30' D P roP \ MA Y 26, 2005 V � 1 A5 June lo, Zoos(Sept L � sysfa.o) 7 to, JUNE 7, 2005 (/oundolion) z N m CTS, N 0 (SO 6. W F NEW), 6A°5� 106 3A co MET2C�F s 1,01 SeoaY� Sly3{em -(5 bedrooms 9r 8 L.P.s 8 x 2' pb. g LAND SV 21,407 sq. ft � �n4��,' _N.Y.S. LIC. NO. 496/8 AREA AECONIC /S',/ O' +O�RS, P.C. (63/) 765 - 5020 FAX (631) 765 - 1797 09 FLOOD ZONE AE (el 8) P. O. BOX 1230 TRAVELER STREET FIRM 36/03C0/?7 G 5104/98 SOUTHOLD, N.Y. 1197/ - 05 - 163 SCOHS ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �ef# RIO-02-0133 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICA TIO HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYO N WHOSE SIGNATURE APPEARS HEREON. tS ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY " N MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED ' AND ' BROUGHT - TO - DATE " ARE NOT IN COMPLIANCE WITH THE SAW. �I V-Ot 6y' �A X69' in QA N 36 00 LO opt 3 2005 . 9 2/ 0 2- o1 t,y 6� z OT Nu`. SOGZ Z o c ,amu SURVEY OF PROPERTY A T EAST MARION o A o 3> TOWN OF SOUTHOL D 35 m LOT 6 SUFFOLK COUNTY, N. Y. �7 8 \ -A 2' 1000-38-03-23. 1 SCALE : 1"=30' J MA Y 26, 2005 June 6, 2c�05(sep-6o sysvam) z V-OT JUNE 7, 2005 (lound0li0n) L N i NOV. !; 2005 (FINAL) 0 O( 34 L SEPTIC MEASUREMENTS NE#3 , 23.5' 1 67.8 SOF.ME)�YOA� CERTIFIED TO, # 4 32' 79' STEPHEN WONG # 5 35' 64.5 CLARA L. WONG STEWART TITLE INSURANCE COMPANY # 6 40.5' 85.6' ' N . 618 AREA 21,407 sq ft WELLS FARGO HOME MORTGAGE # T 42' 8/' ECONIC S R - # 8 36.5' 57' (631) 765 - 5 1797 FLOOD ZONE AE (el 8) # s 43.4' 56.5' P. 0. BOX 909 FIRM 36I03CO177 G 5/04/98 1230 2 3THTRAVELER I , , , , , , , , LU } , 4 � , D � LU O U- ulz 36" HIGH RAILING """ __"-"'---- 2-2X10 DECK GIRDER 25'-0° m DECK PLAN IU ~O � SCALE: 1/4" = V-OII Q .1 ui SEE SECTION A FOR Tl'P. CONSTRUCTION DECKING O TYPICAL LU H FLOOR SYSTEM Z Taco each ,Joist to girder Iii L 4x4 POST o 0 2X DECK JOISTS-see plan Simpson Galvanized post 2 x Treated Nailer Board r�to Concrete connector lone size larger than joistJ ABU44 ore equal to f0 Lag Bolted to framing with „ q Z a } 1/2" diameter galvanized - W Z bolts at I6" on center Simpson galvanized Poet-Girder g b :u staggered with a 2x2 connector at each poet anchor Into = 0 c Treated ledger board. concrete footing AND strap iW_- rno » � Taco Each Joist to Nailer the back of the post to Girder with m U = v N I-3/4" gale. 20 gage coil strap O x o SECTION A m M 1 with 5-86 nabs in each end. Q Lo NTS Nailing Schedu113 for lateral and shear Connection requirements in Exposure-B&C I GENEIIALCONSTRUCTIONNOTFS 20. Gkrmd o I■wind-dorm debris PedpW region(arae 22. Design Load IePormatbp: Description Number of nail spacing within hurdeem prone region within one mile of the a Ground amw laud:45 pet Common nails 1. All work shall conform to the 2002 Residential code of 10. No backfill shall be placed agninst the foundation walls coastal man high water Use where bmic wind speed is b. Rooms other then sleeping; LL-40 pef and 110(mph) 120(mph) NEW YORK STATE, Local Building,Zoning& The until first floor framingis in lace or brace foundation p g' ROOF FRAMING g 110 miles per hour or greater or 120 mile per hour,shall DL=lOpaf � Conservation onservatin C oonstti11Double i Construction . oue josts under parallel partitions and under we Rafter to top plate (toe-nailed) 4-Bal 4-Bd per rafter New York State Energreet the regairomeea of the Inge missile tet of ASTM C. Skephng rooms: LL--30 oaf and DL=10psf Ceiling joist to lop plate (toe-nailed) 4-6d 41 per joist Code. ALL CODES shall supercede drawings and shall whirlpools. Double frame around all openings in floor E 19%sed of ASTM E 1886 m6muced therein. d. Roof: LL=30pof and DL-10 pet Ceiling joists to parallel rafter(face-nailed) 7-16d 8-16d each lap be incorporated into drawings whether they are and roar framing. (R30L2.1.2) e. Roof with mtbedrai calling LL-30psf and Calling Joists laps over partitions(face-nail) 7-18d 8-16d each lap indicated on the plans or not. 12. Metal flashing shall be provided were concrete abuts a Exception: Wood Structural panels with a DL-IS psf Collar tie to rafter(face-nail) 3-8d 4-8d per tie 2. The reference standard that was utilized in the design of wood, and were decks abut house framing. minimum TWcblem of 7/16 Inch and■maximum L Decks& exterior balroniq: LL=60pef and Rim Blocking to rafter(toenail) 2-8:1 2-Bal each end the structure is the American Forest & Paper Association 13, Joists hangers required at all flush structural load Rim Board to rafter(end nailed) 2-i8d 2-i6d each end epee of 8 het shall be permitted for opening DIr10pf Rafters to ridge, valla or hl toe-nail 4-i6d 4-16d perrafter (AF&PA)wood frame construction manual for one-ad bearing conditions. p p g. Guardrails and handrails: LL-200psf 0 Y P( ) P roteefba Panels shat be recut to rover the Rafters to ridge, valley or hip (face-nail 3-16d 3-164 per rafter two family dwellings (9'711 edition (1100-890.7732). THIS 14. All habitable rooms shall be provided with aggregate glared openings with Attachment hardware h. Atde without storage: LL-10 pef and DL- 10psf - - - MANUAL shall be incorporated into the drawings glazing of a minimum of 8% of the floor arca of that provided.Attachment shall be provided as WALL FRAMING P P I. Attic with storage. goryC afand DIP10pf % ..-. whether they are indicated on the pians or not. room. The minimum openable ora(ventilation) shall be hg�g Top plate to top plate (face-nailed) 2-16d 2-16d per toot t j• SllemiC deign category C '^ outer third or lop plates at intersections (lace-nailed) 418d 4-16d Joints-each side 3. (}Vrltten dimension shell take precedence over scaled provided at a minimum of 4% Table 1609.1.4 V k 3-second ' - 11� \ span only Stud to stud(face-naeed) 2-16d 2-16d 24"on center dimension. 15. All door and window headers to be 2-2x10 unless noted Liytemr S h..t.4 for wood plywood nand, amigo gmt wind speed of 12o mph. W z � Header to header(face-ailed) 16d led 16"o c along edges 4. The contractor prior to start of construction shelf verify otherwise. Fastener Papel span Panel spay Panel spay W O j Top and bottom plate to stud 2-16d 2-16d per stud ill dimensions,existing or new and be responsible for 16. Vent dryer to exterior and bathrooms shall have T tem flan/ We l spi bee than/ I- 1 _ Bottom plate to floor joist, band Joist 2-/8d 2-led per fool Type Built-up comer studs 10d 10d 24'on center field fit. mechanical ventilation where no window is provided on Equal to 4' equal a 6' equal to 81 ENERGY N TES Built-up girders and beams, 2-inch lumber layers 10d too 5. All electrical and plumbing shall conform to all State; separate switch. O f \ ' Nail each layer al 32'on center at top and bottom local, county codes,end shall be inspected and approved 17. Guardrails are required where the difference in grade is n , U I/ Joist 21/2 AY wood 16" 12" 9' 1;T'aI hitect mrtifim that m the bat of his knowledge, Z depthMaz \`+�- / Antl stagger nolle. Two nails at each end and at each splice by lite governing agencies. General contractor shall be more than 30 inches end openings in guardrails to be 4 Screws or lidlief and profemionW judgerornt,the dnwinge arc uJolat 2"Mher- responsible for all installation, roeterials, design,etc. inches masimum. 1landraib are required on stairs with 2 �jdepth,Mex. I- FLOOR FRAMING nalk mpliMe to the MECcheck report for the New York 'J Z 1/3 Joist�I Joist to sill, to late or girder(Toe-nail) 4-8d 4-Bd 6. All footings shall beer on virgin, undisturbed soil with a or more risers. (R316.1) P P i R ) per toast 21/1 f18 wood 16" 16" 12" State Energy Comematun Comtruction Code effective depth,Max. Bridging to joist (Toe-nail) 2-8d 2-8d each end minimum bearing capacity or 1-ton per square foot. 18. Smoke plura l Shall be provided in each sleeping room, Screws N 1/6 Joist July3,ACs LL,LL O depth,Max. Blocking to joist (foe-nail) 2-0d 2-8d each end 7. Poured in place concrete shall have an ultimate outside of each separate sleeping area in lire immediate • This tank Is based on■maximum wind speed 3 second pe ( - got) 2. Ali HVAC system shall meet the NYS Energy Code.It p Blocking to sill o or top plate (Toil-nen) 3-16d 3-16d each block compressive strength at b days of steps psi,except vicinity ,including bedrooms and on each story la theLedgeof 130 mph and a 33-foot mean reef height. SW be the mpoasibiUty of the Genal Contactor to W� Figura a-2e aolld awn Joat and raRv notchlna and borlug limits Joist o strip to Beam m (Toe-naiail)l) 3-ted 3-18d each joist 'exposed slabs, garage slabs and steps shall be 3500 poi. dwelling,including basement end rellars.Alarms shell be 1 U Joist on ledger to beam (Toe-nail) 3-8d 3-8al per joist Fasteners shall be Imalled at oppmag ends of the wood submit the Design and dowing Of/he mechanical I Z Band Malta Joist End-nail 3-16d 3-i6d (R402.2) Concrete shall conform to the latest ACI interconnected and hardwired to a commercial source. {� ( ) Per joist structural paper systems Bumped and sealed by•profeasunl engineer it W {- Band Joist to sill or top plate (Toe-nail) 2-16d 2-1 Bid per fool Standards. WHENEVER an altersfion, addition or conversion is • When Screws are attached to mamury Istucco,they shall be requited by the owner or building department. f1 g 8. .Join and Rafter Framing lumber shall be DOUG-FIR 42 made to an existing residence, the smoke detection attached utilizing vibration reliance anchon having a 3. All Isle u be double imBlated with LOW-E 1 J FLOOR SHEATHING shall be attached with a minimum of 6d common nails spaced at a maximum of 6 inches on or better, E=1.6, Fb=875 psi, repetitive member 1006 psi. system of the entire residence MUST be bion ht u tin 8 ung mad panel edges and 12 Inches on center in the panel field g P minimum ultimate withdraw capacity of 490 pounds. a U factor.35 maximum. When used as studs to resist wind loads Fb=1181psi code, hardwired and interconnected. (R317.1.1) Naim • The Home Owner is responsible for attaching the plywood 4. Ali exterior doon (Incl. Basement)u be insulated with a depth e114d d! ROOF SHEATHING ATTACHMENT REQUIREMENTS 9. Base mane with least one le space and every sleeping room 19. The Architect Ines not been retained for construction l- . xmo sae. nasals a the windows and doom dw.xit a storm. U 35 maximum and they shall be weather-stripped. J one„lis m ria.,,..,vee Maximum nail spacing for 8d common nails shall have et lent one openabk emergency escape as phase,supervision daring construction,contract Self-closing and fire rated don were required. i \ open only 110 (mph) 120 (mph) follows: Minimum net clear opening of 5.7 square feet, administration, inspection or observing the progress and 21.The architect hm not been retained for wmtmetion t�•1 Nod.ad.w•n.r Sheathing location' spacing at genet at Intermediate at panel at Supports except grade floor openings to be minimum net clear quality of the work under construction. phase of thin project including Supervision during �� J <xlea Edges supports Edges Su ohs Stud $ea.sew xm•ad.ead.r 0 PP opening of 5.0 square feel Maximum sill height to be 44 <an• Interior Zone 12"o c. 6' 12" 6' 12" rontructloq contact adminlslatloq Inspections or �, bound•at" nches above floor. Minimum net clear opening height of 16' D.C.oc6' 12' 6' 12" P g E observing the gmfity and quantity of the work being �rd.d• 24 inches,minimum net clear opening width to be 20 perforated.T L Nod.sa • Perimeter Edge Zone 12"o c. 6" 12" 6" 6" inches. (11310.1) U UJ WALL SHEATHING ATTACHMENT REQUIREMENTS VJ Maximum nail spacing for 6tl common nails 118 (mph) 128 (mph) 1114'x 20 gage , 1114'x 20 gage 1114'x 20 gage-6185 Sheathing location spacing at panel at Intermediate at panel at Intermediate gely. Strap with Bal galy. Shap with 3-Bal / galy. Strap with 3-Bal Common netts in each Edges supports Edges Supports /� Common nails' each Common ails in each End 16'on center. Figure 3.2b stud notching and boring limits Interior Zone 12' a c. 6' 12' e" 12" 1I/ End Q 19' center. End ® 16•on center. Or tai each stud. Lep 16'o.c 8' 12' 8" 12" Or at each ud strap each bottom of xyn..xw000cancf. Wrap ov rafler and 4' Edge Zone 12"o.c. 6" 12" 6" 12" 1 nail side. sill and nail. 16" o c. G" 12" 6" 6" VAWtry� 1. For roof and wall sheathing within 4 feet of the perimeter edge of the rooF including 4 feet on each side SP,F. of the roofeak, the 4-toot p perimeter edge zone attachment requirements shell be used (d.A.l7 �cO t<o P� -- --- ' - - '� 11/4ot,• x 20 gage x 20 x 20 gat,T c 2g1ro LT yzge,/yam e r n Commoaiv ndneilahn4each 9aly.Strap with 3-8d rap IN 2. d.,c.,n.�. �S O1 �`3 ' O UG � 4VTI. 06-ri C.444K.L G,-pd_� End @ 16'on carder. Common nails In each s.d.-ys.rj N.3 •n cp^T 'l(�I GP-� j J/ End @ 16"on center ail each sOveride.Wrap over"Illiand Wrap over rafter and FI , J51 q a tJ 1'W P�-j4\EFL o2 nail each side. t/IZ" A'I AT 2-3bc. Roof-to-Wall connection 1 STUth I.JAbb- Unw vd�r - Foundation-Sill Dlate-to-wall connection No ceiling attached to too plate Roof-to-Wall .non ction Bearing dpt4 FT 4vffK 2.1)110 Hta2 Also AP to hip and valley rafters - Plate UrJ rJ6e-Twi � 0111C NAIL f.T a.tcH P+�n al-Ja? r-I r-IL ..eT G►st^{ Ift PCf04l, 1 15-11v Foo �-N� e=40 tiff 15 A 6L � .. o�rfR '3'LI�Ot I�.10 _ I A Ja7•tnd7 1114"x 20 gage G- O ,C ' -8d 185 Com[trap with 5 1 1114'x 20 gage t tl4' x 20 gage 16'on center wrap gale. Strap with 3 galy. Strap with 3-Bal under sill and nail Common nails in O LY WITH ALL CODE O Common ails in each try 1 p a Goll TI j v o J S End 16' N cA W RK STATE 8 TOWN C End @ 16'on center. \ ASR gUIRED AND CONDITION 2>`� 'TAI �e 1 i � gPle-II1 rS Cxi 1 N SWiNCLDTDWNZBA _ SWRID MWNRANNING pna'JNRs �., Double 2x tdAAT[A �: IIp Nag AGR-!a1, See, A-&rr/EE did T = ; l iGWNTRUSTEEs yroN to Oa�P� Ifo9. t, 4 1/2"rod minimum ,I 'trip eI ri x, �� required 'S 0`. for header PI/ IWAU, N' d" for STU1/2 - 1.? 'I pr beam I'�UI. 9w ZZ Ceii.HNr. L Pl•-Y 1/.1G01� I��'` 'C'G'I IJ CJ� iOAF•j�L+ r'1 f_'-Li'l ' - 4-j L.I J C^ "Palms IlaVl17� f I ?AI. b1ld 1v4' xzogage with galy. Strap with 3.8d n•" t. �� vlittLs(IGA 2ra4 + Threaded Rod Common nails in each fld( ALI - 3 ,y, i W ODIO STI it Pe t-1 Lra'y End @ 1e'an center., FLOOD ZONE • • CNW Coupler Not - .. - dzd' T12n9 BP. 4 -2NIerypA W/ 2,0l It OCG. E, LJ, II FLOODCOMPLMAGECHAPTER "46 RIEVEN IO �I7-e - ��,11Ka p{h/xp+pr�� 12 SOUTHO DTOWN CODE.Minimum '� ice, fe:TJeiJ"aAei.l.JTic i.� i"i A� ./ T '�- SOUTHOLU TOWN CODE. •° edgedlsunce ('2µ�sfy Lf�ctcOLJ'( UNDERWRIERSCERTIFICATI Pm I vc l� Foundation-Sill late-to-Wall connection Mlnl um end Mtt�� Ilaweay , fore r.5ado IJwq fbL R REDURED Wall-to-Wall Gonne tion �J- a o di ce SPT 51h p4al rvSJaw ep- I At garage walls 04 �!^t�lo o¢ JndVvuJ ub x+a,w roaA�'G^"' p°r( \ E-I0 611LG PLUMBERCERTIFIC TIOIM+�+CUP�YOR ��c; 1 ON LEAD CONTENT BEFO ca Jc2E FE N °` Jt n E IS U WF l��,., II v I_215 � ,i l yW ii STofZM ?00 i Lee fi CERTIFICATE C OCCUPA QA WI �Ir' �� �TTap- b6'r�lli 1Z-,Ik-� 0� of2Q iA1J(� P6-1AI � SOLDER USED INWATE�THOUTC TIFIC TE I1/4a `i 4E � L� SUPPLY SYSTEM CANNO OCCUPAN CT-I 9 W SfAIJ00I 0000 EXCEED 2110 OF 1%LEAD. y(p2FNv / a}. To &tCII LI. 1J 3\1�3 )Jo I En c 0" �°I` r� '�- r=s�'T�r� UPLIFT CONNECTIONS � aP OVEIASNOT e.11p o N ALL CONSTRUCTION SHALL%� n U m 2.4 Coati ..... rQ _EJ �� Some details may not apply to this set of drawings MEET THE REOUIREMENTS IF 3 aP.g L� p lateral brace at 6'..C. Tries of Colling Met Steel straps ASTM All Grade 33, except when CODES OF NEW YORK STATC�E. O BY: U`l t� �' �� m � „ "1 NOTIFY ,Bl11LDING DEPARTMENT AT a Y , In contact with concrete tJes G-185 Galy. Stn Gable End Truss p' , f�80 d'n:R' \z-ala Nnu. __ FCUIOW Q V E 4PM FOR THE Uplift connection details on SCH-1 Indicate uplift connections 1. FOUNINg'lI/SPECT 'RE L nJ 6 P P 1. FOUNDATgN . TWO REOIARW io.ea Nan. ENDWALL - - J�I STs To transfer uplift loads from the roof assembly t0 the foundation. FOR POURED CONCRETE Install at all bearing location in accordance with the details or 2. ROUGH-MMING'g PLUMBING - Install according to the WFCM Manual. & INSULATION A., pj A A 4. FINAL - CONSTRUCTI MUST °- ad Caere,Nall. at i0^o.i�, - - - BLOCKING The uplift connections for this structure was design under: BE COMPLETE FOR C.O. - CERTIFICATI NOF V 2•'.4'•Block nailed to each BLOCKING 1 a ALL CONSTRUCTION SHALL MEET TH NAILING 111001% CTIr&J Y brace with 4-10d nal. i d t _ _ 4 �o or_ Exposure G Category REQUIREMENTS OFTHECODES OFN REQUIREto i •5 9 .y d� P g P YORK STATE NOT RESPONSIBLE 0o V' U $zry 0y].at "a... / SECTION A-A I n -,f Using the WFCM 1995 high wind Edition prescriptive design. DE" OR CONSTRUCTION ER PLUMRI p � 5!0 P / zo Gnge Strep C R 3 Sit cooler Nauta at 7"o.c. -- f r , ST WATERLINES 10.Bd Nolta Ll PLUh4odvG 116T FFD Endw.B etude _ -'" TES GBEFOREC VE IN FODO NOT PROCEED WITH FRAMING UNTIL SURVEY p�F f T�O� - S F FOUNDATION LOCATION I I LL Figure 9.6e Ceiling bracing gable endwall iHAS BEDEN APPROVED. IIl Figure 3.Bb Floor bracing endwall ^ rjL `OIJ -I (�2A�E V� T ri ^ c nr/ti z II rtfr' Permit Number TpJ LAV W w✓ WY 5yR '„ . r1 - MECcheck Compliance sport Checked By/Date �,w New York State Energy Conservation Construction Code -'J MECcheck Software Version 7.3 Release Ic L 30 ren Data filemena:A:lerrer"00sf:olmodel.mk ?d 9, INt? TITLE: 'rN6 CSe,­11IAAA COUNTY: Suffolk STATE: New York 11 HDD: 5750 1 z" I>wt- CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric co c> DATE:02/04103 DATE OF PLANS:2.04-03 sn �J To A J EJ COMPLIANCE: Passes . I Maximum UA=376 Your Home=374 P�J h PJ 0.5%Better Then Code .:i TtP Gross Gluing Avec or Cavity Cont. or Door Perimeter 8 Vdu< R-Vai S-Factor SJA I It 1 Ceiling 1: Flat Ceiling or Scissor Tmss 783 10.0 0.0 27 �J Ceiling 2:Cathedral Ceiling(no attic) 11 15 19.0 0.0 6 Wall l: Wood Frame, 16"o.c. 2'282 13.0 0.0 153 Window I: Woad Frame,Double Pane with Low-E 350 0.360 126 r ' Doo 1:Solid 61 0.400 24 d e Floor I:All-Wood JoisVfrusa,Over Unconditioned Spam 1159 30.0 0.0 38 _�� RM' - iaf : COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the Q Idl building plane,specifications,and other calculations submitted with this permit application. The proposed systems — r 1 r have been designed to mast the New Yak State Energy Conservation Construction Code requirements. When a q - Registered Design Profmaional has stamped and signed this page,they are attesting that to the bat of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code, 7 pv Lam, WALL 07� T/ loll,e 11o1i p1eY' ryLv �-A r m0' z G2F',w�- ate TYPICAL ROOF —x s r' Claes A, Asphalt Root Shingles -"�"�L I ��' I �d� I - Wlsiz fasteners per shingle — pIG U rj 1 `( TO f l& (� V7 16 lb underlayment fell, to ��� I N ILZug I..J,n�fca- til•f,eLto �. N X" Exterior Grade Plywood r N -� , dl Go r�c- P';x Sheathing-see(fastener schedule) �F _r "(rv. uplift oce8ons11connections at all �. - I 2_uaa I I — 3. . Berating SSI.. ca�Jr-rr-I TYPICAL SOFFIT 19 5 , - I 6"Overhangs MSX �T S5,'-O' 6"Wood Fesds&6'wood rake j21 Oft E J rt,�? boards,cover In alum (opt) 2 x 1L�1Gt1►ti Teo, (11 or.E VaOtpd VInyI Soffit 1 el �(j ,� 5 ee- TYPICAL EXTERIOR WALL 1�' 2 x B Wood 8thide 0 16'on maAr 8 �• center, Double Top plate, Single - I sole plate, 'A'Exterior grade { ( cl,v 0 Plywood Sheathing-see(fastener schedule) VHL d Till g)I Zxd 4e julp r1A¢'r0(L`7 Tyvec House Wrap or equal Vinyl or wood siding — / (p Wall-to-wall uplift connec0on at all � — li ••II bearing wells. • n s t I<{ rlfpRl� TYPICAL FLOOR Q Nl %" plywood sub floor, glue and nail ' ' LL L tor as per fastener schedule C X M N N N x •. . (!•Iq n" 3° . -N Floor joists per plan IAI2 �) Lie N - - ratio, ,ecBridging per code-all spans n y I17R - ratio, Lfil-, o -4" 9il 9.f/a cot4rACT - - i ucpe TYPICAL FOUNDATION CONST. G X D,r1 U LA 2 YJ L L 8' poured concrete welt on 16'x W g con0nuoI°ITr,HI/4 t�� 3t1 as_n Exterior Demproolng ILI " 2-2 x 6 treated sill plates, Sill Not LvL - -- '' .: CYj�rGr2 f"I Termite Shield, 5/8"Anchor Ball 41 T>✓�I �.o. 4'A"on-center and hold 12"off n '�01� Ir-11001,-I comers max, e0 D � I�Lu LACq d�riL'f5 Ivjloc. 2x I ,{� INSULATION SCHEDULE t�P'JL' ' t'^- 'v To comply with min. IECC Cafe I 0 lV 'L - 2 X o12 d N/1rJYL R- ?jo Ceilings-Flat 110'.� H•6 ' — - — — —^ S0krF ol-I � R-19 Ceifings-Sloped r'U2p-I,•lt� L-J f2-�p r{ver R-13 2x4 walls 1 R-19 2x6 walls 1 _ plijE�LFv2 R-3o Fictions over uncond.space 0 11 n d w Tf�✓1 G I P R-3° aover outside air �P't-V p 24 K Zy' 12 U-.35 Maximum for all glass TI t% 8 OF'/'I'ni b• U U-.40 Maximum for all exterior Doors 8 Basement doors INTERIOR WALL FINISH 1 1ax(o CLA 'A' Gypsum Wall Board on all L per - ceilings And Wells unless noted t r ' IV, I ` Moisture resistance X'Gypsum 10 - fp 0 d r'(o 2 �p° 8 a 1 2' g ' Board In Bathrooms as required. lsocn a/L ' Refer to tables, schedules and TYPICAL FOUNDATION � _ details on sch-1 Bx poured concrete wall on 16'x 8"Concrete wall footing Erdedor Damproofing,2-2 x 6 treated sill plates, Sill sealTermite - '- - - oftw/3 x31esq a/a washers �+ r-0 i I-- e � --r 1 o 0 r--; r—� �y (u 4'-G"on center and hold I I 11 cr/ 12' off comers max, uplift ' I .p ° 1 strap connections at all Jy r'- - Yq11411.08 beating walls. • See dwg 9 ry0 SCH-1 F ROBERT DATE; z • 1 '.� JAMES SCALE: 0,,;I` a�- 2 /--/ /--.IHIGGINS DRAWN: 2l -. ARCHITECT REVS: 5 , -2 -, o 50 HIDDEN ACRES PATH REVS: WADING RIVER, NY 11792 REVS: 200 3.151 'CVC: 1. 2 Uah�Vc!/ - �o� urrn �l $p ov 3oyv I . . 'v 'days 3°.5.a IS� Iv ho�t2 l�tv9 �Nr'f Zid2i , 2ov° ("� l 1) tip q U 4N FA o II / % '• —� _/ O. Opp SIJ IZ v'.' ��W I I4 '70 �I �I II �" `� 1 to q" F� Ghry I —I 111 .1 I� vull .3 _ � N o - ol 3 0 k _ yz ( i; I t°I,dIJ u _ - �, z 30 z4 �l ALIv�1 �; ,I 2xlo -� 2x12 r -- - —r— _ - =45/10 . - . • 2K1° 3..2�lolr Ort . `i7 k (LI qG 9 Pre LriUWbJ 5'tAI aUIL� �1�9G td �I M W� JCa N `1 •J , I 711 �p5T0 (LC�I; � 9 — 21r0 QlJ -r(44Y � �� r Q F 7 t21J 2. °. �° LIY1� . tv Ll I'Ly6-1pOp Fi-N [ I 4 q o�� N 1 d g � N a r — � /q Ty P W 121, 011 �'� .g.,�l 4'' 1'2-1- C111qr r (Godo . N N J�+ IyR K D C,1-109 4'' 2oL 411 4'1 t21s'1 4'' Py1,031 9 '4" f4),cu 4.. 1J it v 2i 2M\1• 3z"x9s^' Gv< 104, ''" 2"12 IIJ gJL�TF ALI. 0 2- 2 �Cl2 �' ' 1, Q 2 .2 K/Z 4r2 � L1R °x8 R 1(n °G v}� ,2 -3•+ ,.J ,cC cj. - 3oh2 a r�id� 6'te Fin RatMd =9 14"L 2 r° C__T �� '10C, r3ypum w"board on waft and odgng Of GAteO° tIe per �9 544- moi..A soda$*owns R702.1 and W5.1. Werefin retell --- G1. R2-rL 2. 2 x l 2 �� 1 • 2�u 2 dweMlnp iso __ _ ._ .. watiboord on garage side �1�Z"r 14" Lvi. and W fire rabd wallboard I - IT ° h-Z on opposite aide in accordance with code 5x11 P°S1f spolon R702.3 Insudate wells - " N . W M 10 ebmmon with heated arae. ! KI 1L r bAgo 7,1 21 4d �1. gll 121,c111 WINDOWS 11 Plans indicate Andersen 211, 04 112�r0i1 81 �I� 121_ C}" �J4J iqjl model numbers. Provide Low-E insulated glass with a cSEFED 4�cy Design pressure rating of , Com, t �' c f DP40 Substitutions made y�t t ' s°?`s4"'', ���" upon ng code. See Wr4 u n meeU gen.nPtes149,14',20 for F Y• x. �` n ,O compliance All multlpk units shall have lZ�>`ro � U `Zr0Narrow steel joining marginal. C) 17 SEG'P'� N L- 2 K10,Izp ROBERT DATE; JAMES SCALE: //`I "-1-o CDRAWN: � AR ARCHITHIT 1 I ECT REVS: 50 HIDDEN ACRES PATH REVS: Of- WADING RIVER, NY 11792 REVS: .20E-3351 REVS: I II 1 I IZ J I El j �z I Vf- ►'f `f •ti 4. i i I I d I, -E I � X I M — �s s LE 'w --_ APs MV) {— FD -TIo tiJ +J ROBERT DATE: -2, fl 0_ JAMES SCALE: HIGGINS ODRAwN: r4—I ARCHITECT REVS: 50 HIDDEN ACRES PATH ,REVS; WAVING RIVER,NY 14702 : ' REVS; REVS: n ' I 6x v�1 NERALCONSTRUCTION NOTES 12. Basements with habitable space and every sleeping room shall have 23 glazed openings In Wood-Borne debris regions (areas within- __ at least one openable emergency escape as follows hurricane prone regions within 1 mile of the coastal high water y 'TOP PLATES ----� SIMPSON L550 Typcidl Heller :I f Sill height of not more than 44 inches above the Floor line were the basic wind speed is 110 miles per hour or greater / —2x NaOer with V2" leg dolts All construction shall conform to the Residential Code of New York State- A Minimum net clear opening of 5 7 s aure feet or 120 miles per hour, shall meet the requirements of the large _ Z '2-20GAGE x 1-114" METAL at 24" on Center. -I I[IbE 'F P 9 q P q 9 'tEc'"u r _ eflechve January 2003, and all Local Building and Zoning Codes and the Except grade floor openings shall have a minimum net clearMissle test ASTM E 1996 and the ASTM E 188fi" L � New York State Energy Consevaion Construction Code. ALL CODES opening of 5 square feet referenced therein SIMPSON _550 or;! Shall supercede the drawings and shall be Incorporated Into the W/5-8D COMMON NAILS Each Rafter. r = B Minimum net clear opening height shall be 24 inches 'i 'N EACH END P", r drawings WHETHER they are indicated on the Plans or NOT C. Minimum net clear opening width shall be 20" A EXCEPTION �;�` c. ro rr D emergency escape and rescue openings shall be operational Wood Structural panels with a minimum of thickness of 7/16 inch 2 The reference Standard that was utilized In the Design of the VT PLYWOOD SHEATHING " from the Inside of the room without use of keys or tools and a maximum span of B feet shall be permitted for opening `I the structure is the AMERICAN FOREST& PAPER ASSOCIATION protection Panels shall be recut to cover the lazed openings P '" APPLIED VERTICALLY AND \ N `I r'o P P 9HD5 HOLDOWNS '- Wood Frame Construction Manual for one and two family dwellings 1 NAI-ED W TH BD NAILS 13 No back-fli shall be placed against the soundation walls with attachment hardware provided in the table below. PROVIDE ON EACH i t 1995 High Wlnd edition (800-890-7732) THIS MANUAL shall until the first(lour framing is in place or brace the foundation Label all panels and store in a clean dry area of the house. 3" ON CENTER STAGGERED 2x6 led er Welled to � '7 �- be incorporated Into the drawings WHETHER the are Indicated SIDE OPENINGS AND P 9 Y Altachemen[s shall be provided in accordance with the table ALONG ALL EDGES Framin and Toe malt \ Taco at each rafters Z I'1r+1 -- -�`�" on the plans or NOT, AT GARAGE CORNERS 14 Double Joists under parallel partitions and under whirlpool tubs. as follows 9 FIII all mall holes Ceiling Joists with 3-Bd 3. Written Dimensions take precedence over scaled dimensions Double around openings In floor and roof framing. HOLDOWNS BEYOND retie prior to the start of construction shall van all 4. The contractor P verify 15 Metal flashing shall be Installed were concrete abuts wood, Fastener SChffidule for wood plywood 1 at. REFER TO ',I= __ CONCRETE FOUNDATION ,� dimensions, existing or new and be responsible for field fit. amd were decks abut house framing TABLE 1609.1.4 PHD5 DETAILS Porch Column or ` Poet - sea n " 16 Install loss[hangars at all flush structural load bearing conditions _ plane s *, 5. All electrical, Mechanical and Plumbing shall conform to all State, Local Fastener Panel Span Panel Span Panel Span --- - • -, and County Codes and shall be Inspected and approved by the governing Type Less than or less than or less than or 17 ALL habitable rooms shall be provided with aggregate glaring area a ual to 4 feet equal to 6 feet a aul to 8' .DECKING O t agencies. The General Contractor Sahli be reponsible for all installation, q q q of not less 8 percent of the floor area of that room, and the minimum materials, design and code compliance WALL BRACING PANEL WALL BRACING PANEL iTaco each L operable area to the outdoors shall be 4 percent of the Floor area being - - TYPICAL 1 1 1 ventilated Refer to Code section R303 2-112"#6 Wood 16 inches 12 inches 9 Inches INSIDE VIEW_ OUTSIDE v'IEW / Joist to girder LU 6 The Plumbing system shall he installed in accordance with Chapters Screw or IOd on center on center on center 2x DECK JOISTS-sen Alen FLOOR SYSTEM 25- 32 of the residential Code of New york 18 All window and door headers to be 2-2x10 unless noted otherwise Nails 2 x Treated Nailer BoardIt , 4x4 or 6x6 POST Z WALL ERASING PANEL DETAILS REQUIRED BETWEEN (one 6z larger than Jo'et) _- r ,Simpson Galvanized I` O -'_• 7. The Electrical 33w 42 f and wining shall be Installed In York State 19 Vent dryers to exterior and bathrooms shall have mechanical ventilation GARAGE DOOR OPENINGS AND AT EACH CORNERS Lag Bolted to rraming with oat to Concrete with Chapters 33 -42 of the Residential Code of New York Stale where no window is provided on a separate switch Screws s Wood i6 inches on inches 12 inches -- __ % p P Screws on center on center on center NTS I/2" diameter galvanized i� connector ABU44 OF GARAGE. � % bolts et I6" on center Strap •n' B The mechanical system shall be Installed In accordance with Chapters p beck or or equal �l 20 Guardrails are required where the difference In GRADE Is more than staggered wah a 2x2 12 - 24 of the Residential Code of new York Stale 99Brepost to Header F. 30 inches and openings in guardrails to be 4 inches maximum apart This table Is based on a maximum wind speed (3-second gust) Treated ledger board. with T tial Galy. 'I Handrails are requned on stairs with 2 or more risers of a 130 miles per hour and a 33 foot mean roof height 9P 9. All Footings shall bear on Virgin, undisturbed sod with a minimum P 9 Taco Each Joist to Nallar Strap 3-ed Nelle n bearing capacity of 1-TON per square Foot. 21 Smoke Alarms. Shall be provided in each sleeping Room, outside of ENDWALL �_� In each End �F+ P P 9 Fasteners shall be installed at opposing ends of the wood 10 Poured in Place concrete shall have an ultimate compressive strength each separate sleeping area In the Immediate vicinity of the bedroom structural panels ^ 'ENDWALL i— LIU ' � at 28 days of 3000 psi. Except exposed slabs, garage slabs and steps and on each story of the dwelling, including basement and cellars Alarms Jill Ishall be interconnected and hardwired to a commercial source. Where screws are attached to mason or stucco, the shall = O shall a 3500 psi. All work shall at In accordance with Chapter 4 of the WHENEVER an alteration, addlton, or conversion Is made to an existing masonry y +Floor and Ceiling JOISTS TYPICAL. STRAPPINCs FOR Residential al Code d New York State All Concrete shall conform to mi attached utilizing vibration resistant anchors having s brought rice, the smoke detection system of the ENTIRE residence must be minimum ultimate withdraw capacity of 490 pounds. the latest ACI standards BLOCKING � brought up to code, hardwired and interconnected. Code section R317 1 1 ti PORCH/DECK CONSTRUCTION -„ TYPICAL ,,A r 11 Base design value for visually graded dimensional lumber, tteI, =1 surds 2P, Carbon Monoxide Alarms' All CO alarms shall be connected to the lighting DESIGN LOAD INFORMATION AT 4B" OC DETAIL3NFOR STRAPPING PURP05ES ONLY, REFER TO Rafters and All Framing lumber shall be DOUG-Fir#2 or better, E=1 6, `ry F '.:n Fb = 875psi, (based on table 4A WFCM), repetitive member shall bel006 sI circuit with no intervening wall switch. Battery-powered alarms are not allowed PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. q=,;,; P ) P P CO alarms are required on each level on which sleeping quarters are located. A. Ground Snow Load: 45 psf BLOCKING at 48" on center B Rooms other than sleeping: LL =40psi OL = 1 Opsf C Sleeping Rooms LL = 30psf. DL= 1 Opsf NailingSchedule for Lateral and Shear D Roof: LL SECTIONA - A �� PHD5 END WALL BLOCKING DETAIL I-3) ROOF SHEATHING ATTACHMENT REQUIREMENTS E. Roof with cathedral ceiling: LL = 30psf, DL = 15 psf HOLDOWNS Connection requirements F. Decks & Extenor Balconies LL = 60psi DL = IOpsf N.T.S. BASED ON TABLE 3.8 OF THE 1995 WFCM HIGH WIND ADDITION G. Guardralis and Handrails', LL = 200psf nr- U) BASED ON TABLE 3,I, 3.34, 3,4, 3,1 OF THE WFCM 1995 HIGH WIND ADDITION Maximum Nall spacing for 8d Deformed nails H. Attic without Storage: LL = 1Opal, DL = 10psf ".J I. Atticwith storage: LL = 20psf, OL = 10psfDESCRIPTION NUMBEROF NAIL SPACING J Seismic Design category: C MIN - COMMON NAILS '20(MPH) 120 (MPH) K. 3-second design gust wind speed of 120 mph PHD5 HOLDOWN --PHD5 HOLDOWN W ROOF FRAMING A ' 5/B" THREADED TYPICAL HOLD-DOWN PLAN ' SHEATHING LOCATION Spacing At panel A: Intermediate ENERGY NOTES ROD ; 5/e" THREADED SEE NOTE A) edges edges ROD. IMBED T" DETAIL BETWEEN GARAGE �Z/1''� RAF-ER TO TOP P_arE TOE NaIL=D. 3-8c EACH RA=-ER 1 The Architect certifies that a the best of his knowledge. MIN. INTO V INTERIOR ZONE 12' O.C. 6" !2" belief and professional judgement, the drawings are In compliance CNW COUPLER DOOR OPENINGS CEILING JOISTS JOISTS TO TOP PLATE (TOE NA_ED'. 3-Sc EACH JO 5T 16" o.c. 6" '2" with the RES-CHECK report for the New York State Energy NUTS —�� FLR JOIST �(� CONCRETE N.T.S. UJ V Conservation Construction Code effective July 3, 2002. PHD5 �.,� CEILING JOISTS TO PARALLEL RAFTERS ,FACE N Acv, S-'6c EACH _AP PERIMETER EDGE ZONE 12' o.c. 6" 6" 5/8" THREADED cE-LING .,D'Srs LAP OVER PART-Ons ,=ACE NAKED' 5-16D Eat'+ LAP I6" o.c. 6" 6° 2. All HVAC systems shell meat the NYS Energy Code. It shell ROD, IMBED 1' HOEDOWNS PHD6 be the responsibility of the General contractor to submit --� cone Bleb O Z C0..AR T'ES TO EACs RAFTER lFAOE NALEDa-BD EACH '?IE - MIN. INTO CONCRETE , HOEDOWN Z In detail the design, calculations, drawings of the mechanical, p � � Zr Fasteners for asphalt shingles shall be galvanized or stainless steel, air conditioning, ventilation. heating systems stamped by a W { BLdcK:NG TO RARER TOE '.AILED; 3-ac EACH END 'aluminum or copper roofing nails, minimum 12 gage shank with a -3/a1 O PP 9 9 9 professional engineer if required by the Owner or Building Dept. ._4 i, I„II ,J J - minimum 3l8" Inch diameter head, the fasteners shall penetrate BUILDING V Rin BOARD TO RAFTER 'END NA_EDT 2-I6c EACH END through the roof sheathting and comply with ASTM F 1667 3. All glass to be double paned, insualted with a LOW-E Coating TYPICALPHD5 HOEDOWN and and shall have a U factor of not greater than .35 TYPICAL CORNER PHD5 CORNER RAFTERS TO RIDGE !ALLEY OR HIP .TOE NA LED, 4-16D EACH RARER All asphalt shingles shall have self-seal strips or bie interlocking, SECTION DETAIL N.T.S TYPICAL HOLD-DOWN PLAN W W LL' :' v` and comply with ASTM D 225 or ASTM D 3462 4. All exterior doors, including the basement door shall be insulated HOEDOWN SECTION DETAIL „' 7 RAFTERS TO RIDGE VALLEY OR HIP (FACE NAILED, 3 '6D EACH RARER PY 9 '� GARAGE WALLS DETAIL 1n GARAGE = Z ?^; •„ with a maximum U factor of 4 and have weatherstripping. N.T.S. TYPICAL CORNER HOLD-DOWN WALL FRAMING For normal applications, asphalt shingles shall be secured to roof Exterior ire rated doors shall have the same U factor and DOOR CORNERS PLAN DETAIL N.T.S. (o 0 N with not less than six fasteners per strip. weatherstripping and shall be self-dosing N.T.S. 1 1 I T TOP PLATE TO TOP PLATE (FACE NAILEDl-isC NOTE PER =OT RAFTER STRAP CE PROTECTION over rafter �� Simpson Strong-tie MTS 30 TOP PLATE AT INTERSECTIONS ( FACE NAILED +-i6D JOIST- EACH SIDE An Ice barrier that consist of at least two layers Of underla ment —UPS RT10 ANCHOR is ODtional Y v Strap DOES NOT have to be wrapped sruD re STUD 'FACE NA_ED; -'6D a ON CEN-ER cemented together or of a self-adhering Polymer modified at each Rafter With CUT 1-1/4" gale. x 20 gage bitmumen sheet Ice protection shall extend from the cave's f,, over EACH RAFTER to achieve full load. "�f ; y P (6) Sd nails in Rafter OR LENGTH coil strap with (5) 8d nails HEADER TO HEADER (FACE \AILED' '6C a' 00 A-ONG Ell edge to a point at least 24 inches Inside the exterior wall tine 12" Min i/ in each end at each rafter. of the building (8) 8d nails in Plate 1-3/4" x 20 Gage Metal Coil Strap TOP AND BOTTOM PATE TO STUD :-6c EACH 5-UG 6 Sd nails in Stud ( ) with (5) 8d common nails in each end. BOTTOM PLATE TO FLOOR .015-5 OR BAND J015-6 _ IBD NC-E PER FDC- NOTE A For roof and wall ahealHln W11hin 4-feat of the perimeter AT EACH RAFTER. ,I s p -1-3/4" x 20 Gage Metal Coil CLEAR Or use 1-3/4" Metal edge of the roof, include on each side of the roof peak, P ( ) COiI Stfa 2D Ga a With LO DOUBLE TOP =LATE MNIM..`5 .a Nc.:Es OFFSET a-6D Strap with 6 -8d common nails ¢ OF END .01ST5 --GF .:'LEO IN _4PPEC AREA the 4-foot perimeter edge zone attachment requirements 1-3/4" x 20 Gage Metal Coil Strap S p 9 o U shall be used. in each end. catch jack studs I 9 P (7) 8d common nails a rn CON-Nuous LEADER TO STUD TOE ...LED a-ec and window or door Header. (with (6)-8d common nails in each end. ; I in EACH END at C O Typical each side and ALL / catch jack studs and window or door EACH Stud. `N ~ WALL SHEATHING ATTACHMENT REQUIREMENTS windows and doors. Header. Typical each side and ALL Provide H- CONTINUOUS LEADER TO STUD (TWO PIECES. 160 '6 a.=, s.o"g nsch sage BASED ON TABLE 3 9 OF THE 1995 WFCM HIGH ADDITION WINDOWS AND DOOR FRAMES. minimum I 12" Min q. ¢ Z BUILT UP CORNER S'JOB Co ?=' ON CENTER Maximum Naii spacing for Bd common nails End ALTERNATE Distance Simpson Strong-Tie RAFTER TO RIDGE STRAP BUILT LIP GIRDERS AND BEAMS Oo «« 120 (MPH) RAFTER-TO-STUD CONNECTOR & CS Coiled Strap WFCM 3 2 5.1 Exception' RAFTER-TO-STUD CONNECTOR & ;d z-INCH LUMBER LAYERS JACK STUDS TO HEADER TIE JACK STUDS TO HEADER TIE Ridge straps as not required Z WALL TO WALL STRAP N.T.S. when collar ties of nominal 2x4 lumber •• NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP SHEATHING LOCATION $ acind At panel At Intarmedlate N.T.S. Refer to Nailing AND BOTTOM AND STAGGER NAL$. :-NAILS AT EAG-! p 9 located in the upper third of the attic space END AND AT EACH SPLICE (SEE NOTE A) V edges edleso - Schedule and attached to each pair of rafters. Nall each end of Collar ties In + INTERIOR ZONE 12" O.C. e" 12" accordancew eNailin cFredule FLOOR FRAMING 16" O.C. 6" 12" 4-FOOT EDGE ZONE 12" o,c, 6" 6" 1-1/4" x 20 gage G-185 \`1-1/4" x 20 gage G-185 JOISTS r0 SILL TOP PLATE To GIRDER 'TOE Na_E0. 4-eD EACH JO eT 16" o[I I ,c. 6" 6" Galvanized Strap Galvanized Strap / 1/14/" x 20 gage G-185 RADZONE W Galvanized Strap rn with (5)-8d common nails with 5)-8d common nails 0PLV WITH CHAPTER '46" BRIDGING TO JOISTS ,TOE NAILED =-ec EACH ENC 1 I ( with (5)-8d common nails FL DAMAGE PREVENTION NOTE A I at each stud, wrap under sill at each stud, wrap under sill at each stud, wrap under sill 5 B_OCx,NG TO .Oisrs ,TOE NAKED. .-Sc FAO.. END For roof and wall sheathing within 4-feet of the perimeter edgie of the roof, '1/2" CDX plywood and nail to back of each sill. and nail to back of each sill. p HOLD TOWN COgE; 7 (,� �- 1 BLOcx•vG To SILL OR To= PLATE TOE NA_ED 3-160 EACH BLOCK Include on each side of the roof peak, the 4-foot perimeter edlge zone Panel, Attached to Strap may be attached OVER Strap may be attached OVER and nail to back of each sill. W _., attachment requirements shall be used. Frame in accordance 1 Strap may be attached OVER 13 IZ ql —=- the plywood OR Directly to c the ply'woad OR directly to c the plywood OR Direct! to z""'° ~ ¢ °� 1 LEDGER TO STRIP BEA' ,FACE NAILED. 3-ISD EACH J015T with Note # 22 and P Y Q` Z y FLOOR SHEATHING ATTACHMENT REQUIREMENTS the STUDS. 5 Studs. Studs. a Y J �1 + W 2 - Table 1609.1.4 c =as meq ' /�f� JOIST ON LEDGER TO BEAT" SEND NA LED, 5-BC EACH JO's? N In."� ti 1. ="1/,^-��dQ dry BASED ON TABLE 3 12 OF THE 1995 WFCM HIGH WIND ADDITION Q, " � V BAND JOIST TO JOe' LEND NALED, 3-I6c EACH JO 5T shall be attached with a minimum of Bid common nails - spaced at a minimum of 6-Inches on center on Nail to back of each stud BAND JOIST TO BILL DR IOP PLATE ,TOE NAILED- :-16D NOTE I PER FOOT WINDOW UNIT r rD 1 panel edges and 12-Inches on center In panel field. r� V `'L �rHf' ° 1 S N W.:. , Wrap strap under NOTE 1, NAILING REQUIREMENTS ARE BASED ON WALL / " +.,,,_,�!'; ,.g�J"' ,•I SHEATHTING NAILED 6" ON-CENTER AT PANEL EDGES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I_ _ ; ' in , '+ sill and Nail to BLOCK SOLID II r — back of Sill BETWEEN JOISTSGROUND WIND SIESMIC WEATHERING FROaT TERMITE WINTER ICE SHIELD FLD00 HAZARD CEILING SHEATHING ATTACHMENT REQUIREMENTS SNOW SPEED DESIGN LINE DESIGN UNDIERLAYMENT PLYWOOD STORM PANEL SIMPSON H2.5 ab 3 LOAD (MPH) CATAGORY DEPTH TEMP REQWIRED 5d cooler nails spaced 7"on edge and 10" in field SHUTTER DETAIL FOUNDATION-SILL-STUD each CantIIBV@fed STRAPPING FOIl`NDATI N-SILL-STUD joist. 45 LBS 120 C SEVERE 3'-O" MODERATE 11 DEGREES YES REFER TO Refer to General Note 420 for Panel FLOOR Q FRAMING STRAPPING LANDSURVErfastener requirements. Applies to Garage Wall and STRAPPING AT CANTILEVERS 1ST OR 2ND _ TABLE R301.2(1) NEW YORK STATE CODE Slab on Grade Construction TYPICAL EXTERIOR WALLS FLOOR JOISTS Yp i y. vt - '3000 NMdl 010H1f10S ;Ni 1Hd JE'VVaVO OOOIZI H1LM l,ldW00 AOZ aul Y I . • '! TYPICAL ROOF Clan A,Asphalt Roof Shingles Wrsix Isolators per shingle 151b undulsyment olig Framing per plan with r 'IN Exterior Grade Plywood ?alto I7.,u4�li SheaMlrg-eee(faWner schedule) Rafter uplift connections at all h , Bearing locations, ' , llnA., TYPICAL SOFFIT r, 6'Overhangs l W Wood Fascia&e'wood rake boards, cover in alum(apt) Vented Vinyl Soffit r 2 x4 a '98doa TYPICAL iwoLodStuEdRs*ID on la icenter, Double Top Plate. / << tde T-r 14 sole pieta, W E xedw graft Plywood Sheathing-pe(fastener •,�� - schedule) Tyvac House Wrap orsqual Vinyl or wood aiding Well-to-well uplift connection at all j baring wells. • 27Yi L - _ TYPICAL FLOOR fqt W plywood,sub floor, glue and nail Ir - in per fastener schedule (d B1�1�12M IIAI L 6'tt�f'f^ 1 Floor gingpPlato rcplan r b' �� � � I ,- Brhdgln9 Per code-all spate q TYPICAL FOUNDATION CONST. fP r `' V9 .r' r poured ooncrcta wall on 1M x e' , 5 t� n C'fp.l�s 2.2rr jig 2' &-A0 FJ t 'I Tyra r-r.cer.x CEwall�craMor�APS fooling �-I stH ^I PC �� 2-2 x 6 Noted sill platm, Sill seal' OPP.lfT A1 Termite Shield, 6r6'Anchor BoltTy pl L4 V TH'Q -aur C 30 (' (bLlt I 4'4ron center and hold 12'oft / elf-If . f7 T 1Cto daarl comers With roF10 Simpson hold J5 `LVL y+Vq'I rear pnR GI•f 1�I 1J I I:I R l f f� ITGF) E1-J n � INSULATION SCHEDULE ', Q,• To comply with min. IECC Code R- 90 Ceilings-Flet ' R-19 1 Ceil loped R-13 2x4 wa�lle - -(•yp, FL,vota R-19 2x6 walla R-101 Floover uncardspace - .- - -- - . ... .._ 'SIA A_ Y . .. _ _--- IFFlom 1 ,'I •...•11 r 1 1 r; Fn.�n.` R-I q Floors over outside air . . . L . I <s 6 Statementmerv.cP6 Up -.36 Maximum for all glass � -I,1 P- DDoors Ueo -If' rYple-a), � , 11. o Matfor all exterior t � �n•I b GIFI IJ CI tleat doors \ ' �,,, ,,, INTERIOR WALL FINISH rrt v, ,� c.;J'• C ! ^•' W Gypsum Well Board on all "r I, callings llings Walls union rated. Moisture resistance W Gypsum Board In Bathrooms as required. . �' •Refer to tet>taa schedules and 1 - details on•op.11rs. I 'l V I r 4 Soo ••Z Q- - - - - P 3°q° PYJI� tI- v°, r d:�;G crrj 0 .j, 1f(B }a I/A'1lids �.�' If q.o^ 11'r✓y'r Iq:o'I D .,.IK r N . X01 11 r G�`lor it tiXd U 11 y YI 11 h 00 GL - N I + 07 A� TI _ �IxE ^fs Q G G (GI-r it 3D° �12r RA�Eo N ?.,•s,?:, ':;.:' ... r1�� p1,ar� 3 IT I 12 r4, A53%9 nAlLy To EuT rtt• S+ < y ". - N �F7Lb.l-'IE 1 X 1 0 0 � 'LL I i7r1•- �' N � a a, . , � 'N ' I•II��-ort J � O N 3 — 0 •� 'l� — x � �t 1 ( it . J,II-'fl- — p1.�L"'I M `` L�,y,( 1 - -� u -N �1'�1 �O/✓'lll/I� 1 -�- SYLIQ lV tl- l *tfr' r .r' I f 'Ild J•st N larl� N ,0 1 ,vlr�` _ (v U� r 2• 'h gap, ryT a 4J — All ' � 'M If71 N ���a �• I �it /iy �( �H �,q '2T P•� -j VW 44 •t"1 LCL •/' ' I 4gn 210 u / 'Idz GARAGE" ( UfSM(�• LAS D GypsumUProNdsoe'FlrsRad 111 U Waawetl owalls end 0@111 o'rf+ DerageI pwed eeoeoe.u bant:� to 00 • yl abwawAng. "' ffIw U 4n 7�I N 5,001,9 ,001✓[g NAr,,W& a I CI wal6wrd on prop side and 1r ���; 1�1 't '�y ,( Ila riled wallboard on opposite . ' ?i1' 2 r 12i1 N - 4 (:;I f-�.`Y �I''I n 0 pc L w 'o r \ tv side In edoordonce with cods N i 2 p � rap 't 3N �M„ o LIn I .� I -�. U .! -0' E l-� �II-Ilr'--I (� Wnlll o.'aoJ_� .(. - N section R70231nwlde wads I z ,Ll N y 9� . ar I \2 J I .I Ir lyp- al ' , 1J ~ - N nwah hsalW crass. In. 3 3 13L ,rel int a. . - . . „ • 2� x I 3O V Ono Tat ?n50 u.rr oP tk �nva. a (?W ,711 4AY___IL�_ , II � s� - - S `0 _ u ' u 1411 3o5d. D Jcy N 7� i9 Re�hr�drawing-1 for o •C 'C' •d '�9 m ` I t Porch details and strapping �. II �V -S' ' _ x 1 NQM Unless noted F > x n x r u e t= ill — — i�j D p 2 2- WIt � f'utu � w '� 9 r ' '�, N v 3 t}y^p- 2.'2 WIZ -_—_ Otherwise,water all windows In a ¢ x �-- Zooms,sumer above fixtures, to ^ [tf s !o to : Po lu. and hob 1e'dAcomers. t�q T t' Q `•,,Z ' ql n ONQ IC r ° CIII^IT-I�-J1-'_� x ^ I �i • 4 ' 3 '• Yi" _ �G'II 1_11.1 flamermersink verily with eof W � �----� � window over sink wkh kitchen „.nr� �N z W \ ✓ P LU LU 1 an r (i GII b� � layout q provided Ovrnle - or builder' c�'�yzye 1 Svrr��e* Mn tn} U 0<— cc OC�2 a FF Syi%/=,^4,, /IL A �s r �Plan indfaAe Andersen Y'4'�' /f T� " '.`" -. ," - y- ,G (`,f,/'ylC� /r4✓ -� `✓.4�r.•/Q,• r/7'57' () tel- WtrJL' 0051 � II tU QI Ara' model numbere. Pmvide / r� I� 1 I� U1 I ( 1 �T Il �T Low-E insulated glass. [/l AW Oe rf S Cn.l Ul-1 I- L I-- li l3ubaglutione made upon Yrs 4 'lf 2) ql,/- wi-docawl w d v; 'e. ^^ c — meeting coda. 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