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HomeMy WebLinkAbout30734-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32467 Date: 07/13/07 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 2025 SMITH RD PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 98 Block 4 Lot 19.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 20, 2004 pursuant to which Building Permit No. 30734-Z dated OCTOBER 28, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5572 DATED 10/7/04. The certificate is issued to JAMES N. & LINDA B. GEMMILL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 6475 11/29/0 PLUMBERS CERTIFICATION DATED 03/29/06 HENRY SMITH PLUMB.&HEAT. Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD r \ BUILDING DEPARTMENT TOWN HALL 765-1802 "` ` y,5 06 APPLICATION FOR CERTIFICATE OF OCCUPANCY T This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date.-z 3/06 New Construction: Old or Pre-existing Building: y (check one) f/�� Location of Property: 202 aw§ AAV 1060 ,OL House No. Street Hamlet Owner or Owners of Property: jJ'04'A Q d46t Suffolk County Tax Map No 1000, Section 1(7386' M-f-/9 2 Block Lot Subdivision Filed Map. Lot: Permit No. 907.3 Z- Date of Permit. Applicant !/4t&QH Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App%e Signature CO-E 3a`(&7 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. 30734 Z Date OCTOBER 28 , 2004 Permission is hereby granted to: J & L GEMMILL 35 HORTON HILL RD HUNTINGTON,NY 11743 for ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APLIED FOR, PER ZBA DECISION # 5572 ; FLOOD PERMIT INCLUDED at premises located at 2025 SMITH RD PECONIC County Tax Map No. 473889 Section 098 Block 0004 Lot No. 019 . 002 pursuant to application dated OCTOBER 20 , 2004 and approved by the Building Inspector to expire on APRIL 28, 2006 . Fee $ 250 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street• Center Moriches,New York 11934 # Tel:631-878-3500 • Fax: 631-878-3764 Application: 6475 Date: 11/29/05 Issued to: Jim Gemmill Address: 2025 Smith Rd Village: Peconic By: Klein Electric License#:4423-E was examined and approved up to the above date and was in compliance with the NEC Attic 1st Floor Resi denial O Ptd Dat Gerage Basuro t 2nd floor Carrrlercial Hot Tub Adifton Switches Receptacles Fixtures G.F.I. Range Hood Smoke Detectore g 6 2 Fans Dishwasher Washer/Amps Dryer/Amps. Oven - Carb id Range/Amps . .Monoxide- . 7 1 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers Meter Amps Phase Motors Other Equipment: 1st Floor Addition ut,Res .N��sje�uo,Elu, L 6'lectricaG.9n�b ino Gy, This certificate must not be altered m any manner s Town Hall, 53095 Main Road ' in Fax (516) 765-1823 '� Telephone (516) 765-7802 P. O. Box 1179 Southold, New York 11971 . "Oy�o�► -45�`..? OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 029 -44 Building Permit No. 3073H- Z Owner: J G�/>1es �eA1M I (please print) Plumber : ���/J 15tvxi 1(4 (please print) 11 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this Q r pC1 day ofQ��w �w Notary Public , Svg%k County 'Al � v BONNIEI.DOROSKI Notary Public,State Of Newyork No. 01D06095328,Suffolk ounty Term Expires July 7,20 0 APPEALS BOARD MEMBERS OG Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 Lydia A. Tortora • Southold,NY 11971-0959 Vincent Orlando Tel. (631) 765-1809 James Dinizio, Jr. �Ol �a Fax (631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 7, 2004 ZBA File No. 5572 —JAMES N. GEMMILL Property Location: 2025 Smith Road, Peconic; CTM 98-4-19.2. 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 11 category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 27,215 sq. ft. lot has 384.77 feet along Smith Road (a private road), and is improved with a two-story, single-family dwelling as shown on the May 20, 2002 survey prepared by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Building Inspector's May 7, 2004 Notice of Disapproval, amended May 24, 2004 and July 6„ 2004, concerning its denial of a building permit application under Sections 100- 242A and 100-249;for a proposed addition to the existing dwelling. The reason stated in the denial is that the additich will constitute an increase in the degree of nonconformance with maintaining the 12.1+- ft. front yard setback, and the code requires a minimum 40 ft. front setback. The Notice of Disapproval was amended on July 6, 2004 and removed reference to repairs to the existing rear porch. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 14, 2004, 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: Applicant wishes to construct an addition, 10.1 x 36.5 ft., extending along the west side and rear of the dwelling, replacing the existing step area and part of the existing porch, as shown on the architectural diagrams prepared by Richard C. Wright, A.I.A. dated April 2004. The applicant proposes 12.1 feet to the front lot line at its closest point, while maintaining the existing front setback (12.3+- feet), as shown on the survey prepared May 20, 2002, updated February 14, 2004 by Joseph A. Ingegno, L.S. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2—October 7,2004 ZBA File No.5572—James N.Gemmill CTM Parcel 98-4-19.2 1. Grant of the area variance will not produce an undesirable change in character of neighborhood or a detriment to nearby properties. The proposed new construction measures 18.7 feet by 10.1 feet. This extension of the existing covered porch is minor and will not appear out of character since the majority of the structure already exists. The new side yard setback from the southwest property line is 12.1 feet, as noted on the April 2004 site plan submitted by Richard Wright, Architect. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for applicant to pursue, other than an area variance. This lot is long and narrow, which leaves little room for expansion. Also this water front lot has a private road running along this side yard, which adds to the logistics and challenge to expand. 3. The requested area variance is substantial with 28.9 ft. front yard reduction in the 40 ft. minimum current code requirement. 4. The difficulty was self-created since the addition was planned with knowledge of the code's requirement, and applied with a need for a variance. 5. No evidence has been submitted that this minor variance will have an adverse impact on the physical and environmental condition in the neighFiorhood. 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 Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the architectural diagrams prepared by Richard C. Wright, A.I.A. dated April 2004 and survey prepared May 20, 2002, updated February 14, 2004 by Joseph A. Ingegno, L.S 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 and Dinizio. (Member Tortora abstained.) This Resolution w my adopt (4-0- Ruth D. Oliva, Chairwoman 10/15/04 Approved for Filing James F. King, President ��OF SOUTy� Town Hall Jill M. Doherty,Vice-President h0 l� Route 25 P.O. Peggy A. Dickerson yy P.O.Box T Southold,New Yorkk 11 11971-0959 Dave Bergen en Bob Ghosio,Jr. 0 �0 Telephone(631) 765-1592 �y00UNT1, Fax(631) 765-6641� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0211C Date: June 18, 2007 THIS CERTIFIES that the removal of screen porch and construction of an addition on west side of house, relocate existing mechanical equipment in crawl space under original house to under the new addition, rebuild existing orch and foundation in same footprint, and withug tters and drywells. At 2025 Smith Road, Southold, New York Suffolk County Tax Map #98-4-19.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 10/1/03 pursuant to which Trustees Permit# 5824 Dated 10/22/03. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of screen porch and construction of an addition on west side of house, relocate existing mechanical equipment in crawl space under original house to under the new addition, rebuild existing porch and foundation in same footprint, and with gutters and dry. The certificate is issued to James N. Gemmill owner of the aforesaid property. Authorized Signature ! � :C,•\.�. r'_1:. O.?. ��... � ems. ,p ey{ Board Of Southold Town Trustees h SOUTHOLD, NEW YORK d 01 e( .,...:. DATE: October.. 22,_. 2003 r PERMIT NO. ... �....... .{ . .: JAMES N. GEMMILL ISSUED TO ................................................................................_. ................... .Y ................._..._........ X ,�LIt�Axt�MftAri c, Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance on- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS-.!,': and in accordance with the Resolution of The Board adopted at a meeting held on 2003 zoo ;d b . ....._...... and In consideration of the sum of 5....................o .o 00. ... pa y JamesN....Gemmill............................................................._....._-..................... t . Of ..............._Southold.................................................. N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, s- °^ of Southold Town Trustees authorizes and oermits the following: Wetland Permit w remove lo.l'X 7.3'salon ofexisting porch on west side of house;construct new one-story addition. 10.1'X 18.7'on west side of house.Remove existing mahauiral equiptneot firms existing louse crawl space and relocate to proposed one-story addition.Rebuild 490+/-sq.R of existing porch to same footprint,including a new foutdationt and the existing porch to remain the same,all with the condition guttera and drywalls are installed to contain the roof ruo-oRand a line of hay bales is placed down Prior to constration,and all depicted on the survey prepared by Joseph A.luFgu0last dated July 9,2004. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- ; by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this data. �y„ .tl�� A]rt3e Oster - Absent 4' 1 T►aslees �h NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03276/00001,2 5 April 2004 FACILITY/PROGRAMNUMBER(S) PERMIT EXPIRATIONDATE(S) Under the Environmental 30 April 2009 Conservation Law TYPE OF PERMIT ■ New G Renewal ❑Modification❑ Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5:Protection of ❑6NYCRR 608:Water Quality ❑ Article 27,Title 7;6NYCRR 360: Waters Certification Solid Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 17,Titles 7,8: SPDES ❑ Article 27,Title 9;6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Transport ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Long Island Wells ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 27:Wild,Scenic and ❑ Article 36:Floodplain Management Recrea tional Rivers ■ Article 24: Freshwater Wetlands ❑ Articles 1,3, 17, 19,27,37; ■ Article 25:Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER James Gemmill 631 367-9760 ADDRESS OF PERMITTEE 35 Hartman Hill Road,Huntington NY 11743 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER James E. Fitzgerald,Proper-T Permit Services (631)734-5800 PO Box 617, Cutcho ue NY 11935 NAME AND ADDRESS OF PROJECT/FACILITY Gemmill Property,2025 Smith Road,Southold LOCATION OF PROJECT/FACILITY S CTM: 1000-98-04.19.2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk I Southold Hog Neck Bay&SO-51 E:714.6 N:4544.6 DESCRIPTION OF AUTHORIZED ACTIVITY: Remove a staircase and part of an existing porch and construct an extension to the residence. All work is to be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,the General Conditions specified(see page 2&3)and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS George W. Hammarth, Region 1 Headquarters Deputy Permit Adminstrator Bldg.#40,SUNY,Stony Brook, NY 11790-2356 AUTHORIZED SIGN AT RE DATE Page 1 of 4 I I � I ' SURVEY OF PROPERTY SITUATED AT PECJNIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-04- 19 .2 SCALE 1 "=20' I MAY 20, 2002 AUGUST 29, 2003 ADDED WETLANDS & PROPOSED ADDITIONS FEBRUARY 14, 2004 REVISED AS PER N.Y.S.D.E.C. NOTICE AREA = 27,215.72 sq. ft. (TO TIE LINE) 0.625 OC. NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ms EXISTING EXISTING CONTOUR LINES ARE SHOWN THUS: – — — – 10 – — — – 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO164 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE 500–YEAR FLOODPLAIN. 3. THIS PROPERTY IS SHOWN AS PART OF LOT E ON MAP OF INDIAN NECK PARK, GEORGE W. SMITH, OWNER I FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 27, 1913 AS FILE No. 551 �+�a � • TaDac +pp� 11PPROVED AS PLR TSRUs AND CONDITIONS Og 0� �Op UT DA 11NO• i–Y 738-01276/oDU 01 Y D K-S Oak, boy > 9 �OF SON q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING P<FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE , J 13 © b INSPECTOR �� pF SOOTy�6 30731f7- .� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS- 1 �- DATE �' _ o S INSPECTOR ��— X673 7- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ]] FOUNDATI N 2ND [ ] INSULATION P4FRAMING ] FINAL [ ] FIREPLACE & CHIMN [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR pF SOOTy�� 3 0 7,3 *Q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [>< ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION (� FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /`-e' o �e DATE 6 — os- INSPECTOR 3073 'f z 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [/ ]] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEYS [% ] FIRE SAFETY INSPECTION REMARKS: t e-- D vze� "; DATE I INSPECTOR ' 6 73 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. /[ `] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE ARK : DATI # 3n73 Pte ' FIELD INSPECTION REPORT DATE COMMENTS ' FOUNDATION(1ST) td- ------------------------------------- �p .dc�J12eL FOUNDATION2ND , C z B d - kA y ROUGH FRAMING& - PLUMBING a 5$ l i S ` tQ D 'FR S771 r INSULATION PER N.Y. -- y STATE ENERGY CODE r FINAL ON ADDITIONAL COMMENTS _ 0 z -1 L m� t � y d O x y x c b TOWN 6� SOUTHOLD P-OOPERTY RECORD CARD OWNER STREET �� VILLAGE DISTRICT SUB. L '�)Pr /'L &Mee N. d Lu,da OF FORMER OWNER N E AC SAGE 70 4A Q/1Q Cer S �7 W TYPE OF BUILDING Z i- zi /. ,e l RES. �jd SEAS VL. ARM comm. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS s—oo - Lis �dp.✓ TG/.aZZ ov /fig - )IlZ $8-.Z to a49 Walk,,-r 4v SonKiworl, 44 3'l _ �l ) I Y3 o c J o 0 0 73aro - P� 0 8 .� r QII- ar , � 6 6 d 370 o S/o-o �� 77 g ii 7-L ! 3g1- So n2nb rn SwF fio dl fi o 0 Z AGE33 oe B ILDI G CONDIT 2��d 6 ig6b- .�� sem' 0 8` ld RFaea�t " c 4 :3a E 7- 9.6e Form Acre Value Per Acre Value Tillable 1 Tillable 2 rQ d ca 1 J, ' Tillable 3 Woodland � Swampland Brushland �+ i•. House Plot Tota I ■■■■i��il■■■■■I Ali■■■■■ ■■■■i■■■■■■■Il■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■LSA■■■■■■■■■■■■ ExtensionM. Bldg. 14 - Oundation Both ® 41100 Basement Floors Extension Ext. Walls—_ ®7L Porch qAM Extension Fire Place Heat ® 6 Porch ® Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 2 O 20i U 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 Planning Board approval FAX: (631) 765-9502 Sury ey www. northfork.net/Southold/ PERMIT NO. 30 73,y� Check Septic Form N.Y.S.D.E.C. Trustees Examined 206 (l Contact: Approved__ G)2_,20 ,,9'1 Mail to: DO NOT NiAIL Disapproved a/c Phone: 734-5800 Expiration Building Inspector APPLICATION FOR BUILDING PERMIT Date 10/20/04 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 regdations 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 cod ing cod re flons,and to admit authorized inspectors on premises and in building for necessary inspectio PROPER-T PERMIT SERVICES (Signature of applic 7Yrname,if a corporation) Post Office Box 617 Cutchogue,MY 119350617 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumber or builder Agent Name of owner of premises James Gemmill (As on the tax roll or latest deed), If applicant is a corporation., signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2025 Smith Road, Southold House Number Street Hamlet County Tax Map No. 1000 Section 98 Block 4 Lot Subdivision Filed Map No. � uq err (Name) ltnuo3gig'i,2,t *►MQt6.e;9 �,r,0i.1�u1 tauyt3 mtaT 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy single-family dwelling b. Intended use and occupancy same 3. Nature of work(check which applicable): New Building Addition XX Alteration XX Repair Removal Demolition Other Work 4. Estimated Cost $50. 000 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units one Number of dwelling units on each floor N/A If garage, number of cars N7A--- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front 37' Rear 37' Depth 43 ' Height 26 Number of Stories Two Dimensions of same structure with alteMbons or additions: Front 37' Rear 37' Depth 43 - Height 26 Number of Stories o 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 69' Rear 83' Depth 335' - 385' 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES XXNO 13. Will lot be re-graded?YES_NO__MWill excess fill be removed from premises? YES NO N/A James Gemmill, 35 Horton Hill Rd, Huntington 631-367--9760 14. Names of Owner of premises Address Phone No. d Wri631-229-1-70-0— Name c1 NameofArchitect Richarght Address 71 New St Phone No 3 - 9- 700 Name of Contractor Address Hunt in-g- on phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES XX 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 XX 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 6u f of James t';. Fitzgerald, 0. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Heisthe agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo to before in this day of � 200 LL Lk N blit Signature of Appli t �_ Na 11=05 Uffffdk Tam EgiwJ*It a„Q � 0'13 . v `J, , • VUR •'••.. .. -� �,, T, %,•n hall. 531191 Muir . • •JVM j'H T. TERRY I F— •� r = y P.O- nox 1174 ')'OWN CLERK � � '' �;., _ Soulhald. NC%% Yuri; t ItEGISFRAR OF VITAL. STATISTICS Faa 1.5 161 765-IRN Tcicphunc ISlpl )6t. MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK 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 1j of., the Code of the Town of Southold: "Floodplain Development Permit /'pplication" (FDP(93) ) , and Y'Certificate of Compliance f r Develo' ment in Special Flood Hazard Area /C(93) . TOW4OF SOUPIOl.D Southold Town Clerk C/ August 25 , 1993 ' 1 APPLICATION Y PAGE I of 4 TOWN OF SOUTHOLD CLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL. PROVISIONS (APPLICANT to read and 5i6t 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 reissued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expiry if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill 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. I,THE APPLICANT,CERTIFY THAT ALL S HEREIN IN ATTACHMENPS TO DGS AR THIS APPLICATION E,T TH BEST F _Y AND ACCO (APPLICANTS SIGNATURE) DATE /SECTION 2• PROPOSED DEVEIA.t,IENT o be completed by APPLICANII NAME ADDRESS LEP HONE APPLICANT, ( b10A I BUILDER JL4 I ENGINEER PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location- Provide the street address, tot number or Icgal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing (be projcA location would be helpful. FDP(93) APPLICATION iY PAGE 2 OF 4 DESCRIPTION OF WORK (Check all app6cab1c boxes): A STRUCTURAL DEVELOPMENT _ ACTIVITY STRUCTURE TYPE O New StructurelyResidential (I-4 Family) ((Addition �j Residential (More than 4 Family) 6rAheration O Non-residential (FloodprooCmg? O Yes) O Relocation O Combined Use (Residential & CommerdaJ) O Demdlitioo ' P O Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? C1 Y Yes) ESTIMATED COST OF PROJECT S VtX� B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifica(ions) O Drainage Improvements (Including Culvert Work) j D Road Strect or Bridge Construction O SuF vision (New or Expansion) / ❑ ndmdual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to L.ocaJ Administrator for review. SECTION 7 FLOODPLAIN DETERMINATION fTo be completed by LOCAL ADMIMSTRATOK) The proposed development is located on FIM Pancl No. Dated The Proposed Development: O Is +LIQ"[ located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation al the silt is:' Ff. NGVD (MSL) Cl Uuavallablc O The proposed development is located in a floodway. FBFM Pancl No. Datcd ❑ Scc Section 4 for additional iustrwmoos SIGNED DATE :r APPLICATION # PAGE 1 OF 4 SECTION 4: ADDfTI NAL INFORMATION RE UI RED T he com leted bV L CAL AD INISTRA R The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structtucs, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifrcatipru,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of noodproofing of utilities located below the fust Boor and details of enclosures below the first Boor. Also O 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). O Plans showing the extent of watercourse relocation and/or landform alterations- C1 lterationsIJ Top of new fill elevation Ft. NGVD (MSL)- Ft: MSL . For ❑ FloodprooCmg protection level (non-resNGVD(non-residential only) ( ) floodproofed structures applicant must attach certification from registered engineer or - architect. / ❑ Certification from a registered engineer that the proposed acti"4 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 fording must also be submitted. ❑ Other. SECTIONS PERMIT DETERMINATION ED becomolctcd by LO 'AL ADMINISTRATOR) I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law if_, 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, [be Local Administrator may issue a Development Permit upon payment of dosignmed fee. P p leant may If BOX B is checked, the Local Administrator wdl provide a written summary of deficiencies. A p y revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals i APPLICATION s _ PAGE a OF 4 APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: Appears --- Approved? El Yes 9 Ple Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comolianee is sued 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 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement Cla Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGW (MSL). L Actual (As-Bulk) Elevation of floodproofmg protection is FT. NGVD (MSL). NOT,Y-� Any work performed prior to submit[ of the above information is at the riskpf the App,.'cant. 0 SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL, ADMINISTRATOR) The LOCAL ADN11NIST-RATOR will complete tbis section as applicable based oo inspeaion of the project to ensure comphaace with the community's local law for flood damage prevention. tNSPliCTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YFS ❑ NO DATE BY DEFICIENCIES? O YES O NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRAT R Certificate of Compliance issued: DATE BY: Attachment B i BAMP,�E CERTIy1CATE !JF COMPLIANCE al Flood Hazard Area / for Development in a Spec ,r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA rnMgQR MUST RRTAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑E7CISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A- OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_„ AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC193 ) Proper-T Permit Services POST OFFICE BOX 617, CUTCHOGUE, NEW YORK 11935-0617 (631) 734-5800 October 20, 2004 Senior Building Inspector Building Department Town of Southold Town Hall, 53095 Main Road Southold,New York 11971 Re: Application for Building Permit for James Gemmill, SCTM#1000-98-4-19.2 Dear Sir: Attached is a completed Application for Building Permit submitted on behalf of James Gemmill for the construction of an extension to the existing dwelling and the renovation of the existing porch on his property at 2025 Smith Road, Southold.. Also enclosed are a number of supporting documents and a check made to Town of Southold with the dollar amount left blank for the fee for this permit. If there are any questions, please call me. Sincerely, J es E. Fitzge y r. Enclosures: Application , Check for permit fee i Building plans; Richard Wright, dated April 2004 (3 sets) - Southold ZBA Findings, 10/13/04 Southold Trustees' Permit No. 5824 NYSDEC Permit No. 1-4738-03276/00001,2 - Survey; Ingegno, last dated 7/9/4 a subsidiary of THE PECONIC EASTERN CORPORATION OCT 2 7 2004 25 October 2004 Pat Conklin - Plans Examiner Town of Southold P.O. Box 11'79, Main Road Southold, New York 11911 fze: Proposed Additions and Alterations to the 6emmill Residence Smith Road Southold, New York V TM ►1000-A8-04-19.2 Dear Ms Conklin: I have revised my Documents for the afore referenced Application for Building Permits pursuant with your request in our phone conversation this afternoon. Enclosed for your use are: 1. (2) Copies each signed and sealed - Supplementary Drawing # 1 revised dated 10/25/04. 2. (2) copies each signed and sealed - Supplementary Drawing # 2 revised dated 10/25/04. 3. (2) Copies each signed and sealed -REScheck compliance Certificate Mew York State Energy Conservation Construction Code format) revised dated 10/25/04. Please do not hesitate contacting me If you require additional data or have any questions regarding this submission. Very truly yours, A• Richardight, AIA/NCARB RC 4:ibm Cc: Jim and Lynn 6emmill RICHARD C WRIGHT 71 NEW STREET AIA / N C A R B HUNTINGTON VILLAGE NEW YORK 1 1 7 4 3 A R C H I T E C T TEL 631 549 1700 • FAX 631 549 1914 Permit Number Compliance Certificat "`` hecked By/Date w York State Ener Conservation Construction Code REScheckSo are ersion . Data filename: C:\Program Files\Check\REScheck\GEMMILL 04.rck COUNTY:Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/25/04 DATE OF PLANS:APRIL 2004 PROJECT DESCRIPTION: ADDITION and ALTERATIONS to GEMMILL BEACH HOUSE DESIGN ER/CONTRACTOR: RICHARD C. WRIGHT,AIA/NCARB-ARCHITECT COMPLIANCE: Passes Maximum UA=73 Your Home UA=56 23.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Raised or Energy Truss 186 19.0 0.0 9 Wall 1: Wood Frame, 16"o.c. 456 13.0 0.0 36 Door I: Solid 20 0.230 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 186 30.0 0.0 6 COMPLIANCE STATEMENT: The propo ed building re resented in this document is consistent with the building plans, specifications,and other calculations s bmi d with t ' mit a tion. The proposed systems have been designed to meet the New York State Energy C ti on ctio Fgai en a Registered Design Professional has stamped and signed this page,they a it it a bes le y'ef,and pr9fm0fiVjudgVnt,such plans or specifications are in Builder/Designer " t ti . ' _ n ate C) T� OTA'rP'� PG 1-4 REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.5 Release le DATE: 10/25/04 Bldg. I Dept. I Use I I Ceilings: [ ] I I. Ceiling I: Raised or Energy Truss, R-19.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. I Above-Grade Walls: [ ] I I. Wall 1: Wood Frame, 16"o.c., R-13.0 cavity insulation Comments: I Doors: [ ] I 1. Door I: Solid,U-factor:0.230 Comments: I Floors: [ ] I 1. Floor I: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warn-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. Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New 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 Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. 3 Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I" Up to 1.25" 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 1"and Less 1.25"to 2" 2.5"to 4" Healing 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) 1 i INIDIAN NECK ROAD SURVEY OF PROPERTY SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-04- 19 .2 SCALE 1 "=20' MAY 20, 2002 AUGUST 29, 2003 ADDED WETLANDS & PROPOSED ADDITIONS y FEBRUARY 14, 2004 REVISED AS PER N.Y.S.D.E.C. NOTICE 'b JULY 9, 2004 ADDED ROW OF HAY BALES s a AREA = 27,215.72 sq. ft. v fi (TO TIE LINE) 0.625 Co. O ab6� `� S be ' v 41 . NOTES: EID 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM \TO _ EXISTING ELEVATIONS ARE SHOWN THUS: "I\ — C7© —fi EXISTING EXISTING CONTOUR LINES ARE SHOWN THUS: - - N N - 2. FLOOD ZONE INFORMATION TAKEN FROM: 00 W D� \ \ � FLOOD INSURANCE RATE MAP No. 3610300164 G LD p • 0. ,s � / ZONE AE BASE FLOOD ELEVATIONS DETERMINED i A Z NpE�E�'61 ,\ \ ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. 3. THIS PROPERTY IS SHOWN AS PART OF LOT E ON _ MAP OF INDIAN [NECK PARK, GEORGE W. SMITH, OWNER 49 -- s FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 4P ON MAY 27, 1913 AS FILE No. 551 _� • � . � � �\fro � e' � �r AY. h •d. CONC. cURe +A ,IJ' 2 CTA' 2�j O fbyvQ 4,] off\4 44 AL sr vo %5 34 4 `.L >F .(. OQ. Jc+r >> 4 1�'�\ 5� �°4t 314 �y 9, 4, il4 •p 10C •'4 'Sj� a .o-"`1 s'�' ` ,'a „ - 00'2 ,114AIL ie 11111 / 0 'N16 I "3,4 p,qZp (ft ` L 314 o+a <p''IF' 'Is 10 " w �fi k, IL q, '\s 01 bO�P4�� l a S ? fi 314 v o 4 ,P ilIIL �T2 ,2, 11 Ills , N �• �4°c Jlllc c0 314 '4T a J] i � J I 1/rPOf �$J PREPARED IN ACCORDANCE WITH THE MINIMUM TABUSHEDy R, BYTTHHEA RDSFOR S . AND APPROVED AND SADOPTED ,' iy J ON MR 1111E 5ASSOCIATIONUCH USE Y THE NEW YORK STATE UND Cb AaL cr AL r N.Y. . Lic. No. 49666 UNAUTHORIZED ALTERATION OR ADDI¶ON TO TH15 SURVEY IS A VIOLATION OF 11 SECTION 7209 OF THE NEW YORK STATE Joseph A. Ingegno EDUCATION I-AW, COPIES OF THIS SURVEY MAP NOT BFMINC Land Surveyor TME SSE SUAL ORS INKED SEAL OR A �S EMBOSSED SEAL SHALL NOT RE CONSIDERED Jam• ^ VO TO BE A VALID TRUE COR' G TVCERTIFICATIONS INDICATED HEREON SHALL RUN JTY ONLY TO THE PERSON FOR WHOM THE SURVEY T 77,00 Surveys - Subdivisions - Site Plans - Constmelon Layout IS PREPARED. AND ON HIS BEHALF TO THE ti TITLE COMPANY, GOVERNMENTAL AGENCY AND / LENDING INSTITUTION LISTED HEREON, AND - PHONE (631)727-2090 Fox (631)727-1727 TO THE ASSIGNEES OF THE LENDINGINsn- NTION CERTIFICATIONS ARE NOT TTUNSFERARLE _ O OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New YOrk 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 22-15,5C i INDIAN NECK ROAD SURVEY OF PROPERTY SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-04- 19.2 SCALE 1 "=20' MAY 20, 2002 �1 AUGUST 29, 2003 ADDED WETLANDS & PROPOSED ADDITIONS v a FEBRUARY 14, 2004 REVISED AS PER N.Y.S.D.E.C. NOTICE 73 y g •'„ AREA = 27,215.72 sq. ft. 5A N (TO TIE LINE) 0.625 CO. 1� 0 � Np a. y� '4r v 0. IVOTES� °`E4W41 TR pl 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM A,l `� 3r, EXISTING ELEVATIONS ARE SHOWN THUS: J4.➢ _BF EXISTING EXISTING CONTOUR LINES ARE SHOWN THUS: – — — – to— — — – i' 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300164 G O < -} ZONE AE: BASE FLOOD ELEVATIONS DETERMINED . '„i ' ZON1%AE(,t•:Lg�\ \ `� ZONE X: AREAS DETERMINED TO BE OUTSIDE 500–YEAR FLOODPLAIN. \ \ \ 3. THIS PROPERTY IS SHOWN AS PART OF LOT E ON \ MAP OF INDIAN NECK PARK, GEORGE W. SMITH, OWNER FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 27, 1913 AS FILE No. 551 Alt �ifl• 9� .r„ CONIC. CURB \ \ \ A p\ XA AVL . ,VIL ,ar z' AIL t ' .,,. ♦ , � Z p;l ,,; x aj O ta AW. � '`"♦a ♦yY �e' ' : ' / lam} oed�"A 0 AL 1-7 o / ar\\ Q / � � - - —E xL.1 �o u ''�AIL . 0 / / / AL / 191 AILdL AL / AVL ASL / AVL PREPARED IN ACCORDANCE WIN THE MINIMUM Y / STANDARDS FOR ' UR'vEY5 A5 ESTABLISHED BY THE L.IA.LS. AND PRGVID AND ADOPTED FOR SUCH USE BY NEW YOflK STATE LAND TITLE ASSOCIATION. R / / �� l/ Q I AL ASL AL �61AL AS? v,U N.Y.S. LID. No. 49668 / UNAUTHORIZED ALTERATON OR ADIUMON / TO NIS SURVEY IS A VIOLATION OF Joseph A. Ingegno BECTON 7209 OF THE NEW YORK STATE // ��, EDUCATON LAW. VVV ES FTHISSUfl'9EINKEP SBEARING THE OS Land Surveyor EMBOSSED SEAL SHALL NGT BEAL E CONSIDERED At, N GQ� OR To BE A VALID TRUE COPY. CERTFlCATIONS INDICATED HEREON SHALL RUN n� ONLY TO THE PERSON MR WHOM THE SURVEY Title Surveys - SuOdivlelons - Site Plane - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE ry y p TITS COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTTurrON LIFTED HEREON, AND PHONE ((631)727-2090 Fox (631)727-1727 TO THE ASSIGNEE OF THE LENDING INST- O LUTON CERnFlGTONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT A4AILINC ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0969 ANY, NOT SHOWN ARE NOT GUARANTEED. 2-15, e r ! .I + N GENERAL NOTES: Site Work It.PROVIDE BITNHINdl5 DAHP-PROOFIw Wood 12.ALL LEDSER9 SHALL Be BO,TED To Doors and Windows Electrical oN ALL r.ONLRETE FauNOAnoN WALLS aMR HvooD MEMBERS WTMI%^m BELOW GRADE ADJOINING CELLARS, L.A6 BOLTS B'WN9 AND TO CONCRETE I.M CONTRACTOR SHALL TAKE CARE IN SABp'Ip{T6 OR ORAWL SPACES. I.ALL SILL PLATES IN CONTACT WITH FOUNDATION WALLS NIRA%"m EXPANSION I.ALL nINDOYH AND GLASS p001R9 - I.PROVIDE THE OMER WITH A STIRULATED General Requirements PROTIM IHg M EXISTINS LANDSCAPE CAREFULLY APPLY DAMRROOFIM6 W THAT FOUNDATION SHALL BE ALG.PRESSURE INVILATEp ON M RLANs SHALL WAS AIJAWANLE FOR ANY W6RApe,TO THE MARRIALS AND FLANTINBS SCRIMS NONE 15 VISIBLE ABOVE MADE AFIM TREATED AND HAVE A CONTRAIOUS METAL BOLTS 5"LONG.BOLTNG SINCE BE MANFACTMED BY M AMMIBBR WINDOW EXISTING ELECTRICAL SYSTEM REROIREV EXCAVATION AMID GONSTRULTON. FINAL 6RADIN6. TERMITE SHIELD. AT TA6GLRE0 TOP AMID BOTTOM Or LEDGER. PROVIDE SCREENS ANP i5Y M PROPOSED HER!YORK 7 x I.QO..NOT SCALE M DRAWINGS. AMAK.12"OG. HARMAR!BY M 3.ALL FON,1OATION ENCAVATIONS ARE TO $a PARGE WDE THE T61FACE OP ALL 2 SILLS SHALL BE BOLTED TO FOUNDATION2.PROVIDE THE OWER WITH A STIFI.IATED 2.ALL CONSTRUCTION WORK SHALL BE FREE OF OMMIS,ROOTS AND ORSANIL ABOVE BRAVE PORTIONS OF FOUNDATION, FALLS WITH WE'T GALVANIZED HOOKED I5,POL9LEiIP FLOOR J015M DIRECTLY 2.PRP/IM RANT 61RADE SIMPSON R ALLOWANCE FORM INSTALLATION OF + CONFORM TOM RESIDENTIAL COVE er . MATERIALS. WALLS WITH A GEMENT STUCCO 5T5SL BOLTS SET ATA MAX 5-0"OF AND UEDER ALL tON-EEARING PARTITIONS PANELED DOORS WITH HARDWARE. O-CLERICAL OVREPJ,ELCLTRICAL I 'I NEW YORK STATE. 12•FROM EACH CID OF WALL CORRIRE. PARALLEL WITH FLOOR JOISTS. SWITCHES AND WENT"AS PONATEp ON I- COnaret0 15.BACKFILL SHALL NOT BE PLACED BOLT5 MAST EMBEDDED A MINIMUM OF T S.PROVIDE M OY6ER WITH A 5TIFLLA1W SCHEMATIC B M.TRIGAL PLANS. 5 ALL CONSTRICTION SHALL CONFORM TO ASAINST FONIDATION WALLS UNTIL M IST INTO FONDATION WAL1.5.FILL VOIDS IN 14.ALL LAMINATED WOOD DIROBRS SHALL ALLOWANCE TO PROVIDE AND INSTALL M ENERGY CONSERVATION CONSTRICTION FLOOR JOIST FRAMIW 15 N CE PLACONCRETE SIOK LSOLIV WITH CEMENT BE'MILRO-L'V'r ^PARRALAM"OR HARVMWRE FOR Al INTERIOR DOORS. S.LABL.PAIa �5. L BOARD OF ALL RLUI COVE eN NEW YORK STATE. I,ALL CONCRETE BLOCK&LACE BE LOAD MHORES TAR AT ALL BOLT LOLATIOKSRP TO -6AN6•LAM'MAN.PAL1VINm FROM HARDYNFE AMID HINGSHALL Be A5 BEARING AS DEFINED BY A.S.TM VIO 14.MERE MOIRE THEN!6.OF FILL IS DOBSLAS FIR LAMINATED YPNIm!I.I.AISGR MANPAGTRED BY 55H1.A5e OR SALOWIN 4.ALL CONSTRUCTOR WORK SNALL Remitle D TO SET BLABS,CONTROLLED 5.ALL 1.1,1115M SHALL BE FULLY SEA501Ep STRESS,IN BEIDIN6 HFB) . 20Oo PBI MILL CONFORM TOM NATIONAL ELECTRIC 2 ALL CONCRETE FODTING9 AND SV.BS TO FILL SHALT.BE LAYERED IN LIFTS AND 5TAMIFED AS,FER 9rGitl AND GIUDE MOOUWS OF ELASTICITY(E) .2000000 CROL BE REINPOROW AS MICATM OR COMPACTED TO A MIN It PROCTOR AND HAVE A MINIMUM ALLOWABLE FIBER PSI MIR LAMINATED 1`1001?61ROE S MBT ( 'I REWIRED AND HAVE AN ULTIMATE DENSITY STRESS OF 1=0 P.S.L(FB).ALL FRAMING DRILLED NOT BE ALTERED,CUT,DLED DR FlnlShes S.M WILDER SHALL OBTAIN AND PAY STRENGTH OF 5500 P51. IN 26 DATE. ALL LUMBER SHALL BE D L.A 5 FIR RI. NOTCHED EXCEPT AS SPECIFIED IN MTIN6 +IyL r SIT vp FOR ALL REWIRED CERTIFICATES AND CONCRETE FOR LMBB PATIOS AND IB PROVIDE SW O ANCHOR BOLTS SY M MAEPACT)KM. CONTRACTOR I.ALL CERAMIC TILE FOR FLOORS,SHALL TESTS EXTERIOR STEPS SHALL HAVE AN ULTIMATE BOLTED EHRU SILL RATES WITH A MINIMUM 4.ALL EXTERIOR WALLS SHALL BE MUST rOLLOW MAiPACTUIRERS WRTTTN BE SET IN MORTAR ALL CERAMIC TILE FOR 5TREN6h1 OF 4000 Pet.IN 26 DAYS.ALL OF TIEHBPDFENT,AT A MAXIMJM OF S'-0° bYe.1 .RAL GRADE LUMBER 2W.G 16" INSTRUCTIONS FOR ALL INSTALLATION WALLS 5HAL1,SE THIN SET.ALL TILES, t� IC SC /� •' ,� � � �, 6.M WILDER SHALL VISIT M PROJECT 00N0RETE SHALL Be AIR ENTRAINED. OC.AND WITHIN 12'OF M END OF A RLL OC.WITH SINGLE FLOOR RIME AND PIROLEVMES.PROTECT ALL LAMINATED 91HALI-BE SET AB RKOMDENVED BY M PROJECT SCOPE 4 tL y 111 NTE PRIOR TOM START OF OR GORIER. DOELE TOP PLATESDOUBLE 51105 1,1000 FROM MOISTURE THROU6HOIW MAN.FALTIRER ANP M TLE INETTUTE OF U �L .•:I CONSTRUCTION.E I e!M MANS AND B.FOOTINSS NOT IN A.ISHMENY WITH AROIAV ALL OPENING LONSTWCTION AMERICA.PROVIDE M OWER WITH A VERIFY ALL"15TINS 0,2W ITION5 AND ADJACENT FOOTING BOTTOMS 5HAL1-STEP 16.ALL SILL PLATES ARE TO BE OF A STIPULATED ALLOWANCE BY AREAS FOR DIMFJSIOS.THE WILOER SHALL Meratr TO ALIGN AT MAX.I ON 2 PITCH.THE DECAY RESISTANT MATERIAL AND NO 5.PRWIDE FIRESroPPIN6 IN ALL WALL5 E.PROVIDE ERODING 6ET'EEI J015T5 IN ALL NEW WALL AND FLOOR TILE, REPAIR EXI5TIN6 PORCH ANY VISLREPANLIES, IN WRITING TOM BOTTOMS OF ALL rOOTIMWy SHALL BE A CLOSER THEN 6'TO FINISHED 6RAOE. OR CONCEALED SPI EVERY IO' ALL SPANS MISI THEN 6'` ARCHITECT PRIOR TO THE COMMEICING MIN OF Sl-O"BELOW M FINISHED PROVIDE CONTINDOIS METAL TERMITE HORIZONTALLY AND VERTICALLY 2.FINISHED FLOOIVN6 NOT INDICATED ON CONSTRICTION E%IIXIOR MADE. SHIELDS,BETIFEEN BILLS AND FOUNIDATONs. Thermal and Moisture M PLMB SHALL BE HARDWOOD STAINED T M WILDER AND HIS,SUBCONTRACTORS 4.KEEP FOOTING BOTTOMS WELL DRAINED 6.ALL INT1!1RIOR WALLS SHALL x Protection AND FINISHED WITH POLYURETHANE.INCLUDE i - NEW FOUNDATION , SHALL BE IMEMED AS REWIRED TO UTILE FOOTN65 ARE IN RACE PUMP Masonru 5TRUCTURAL GRADE LUMBER 2'X4'G 16" ANY REMOVALS REWIRED MRM SAKE .1 J 4 - NEW FLOOR JOISTSI� tji"''? PERFORM M WORK OF THIS PROJECT. EXCAVATION AS,REWIRED. Oc,WITH SINSLE FLOOR PLATE AND OF STRIP ALI6N ENNT AND M REFINISHINS OdALE TOP Pum DOUBLE STUDS 1.PROVIDE Be WILVINS PAPER OR OF EXErn"FLOORING As MAY BE 5 - NEW DECKING ,.PROVIDE A POURED CONCRETE BASE AROUND ALL OPENING.PROVIDE RIRETO AH XI5TI6.AI4 - NEW STAIR t RAILINGS 6.M WILDER ANO HIS SUBCONTRACTORS 5.CONCRETE MAY BE TESTED AS DEEMED SLAB AND INSTALL STONE OAP PAVING FIRESTOPPING D'-0"OC. HALE LAPPED TO PEATHR 6'MN WITH A CARPET SHALL BE PROVIDED BY AND SHALL BE LICENSED As REWIRED TO APPROPRIATE BY M ARCHITECT. OVER FRONT STOOP AND REAR PATIO. INSTALLED BY M OWER. 5 - NEW COLUMNS 1 'M DOUBLE LAYER ARapNJ ALL OFEUN65. :,ti4 PERFORM M WORK OF THIS PROJECT. PAVING MATERIA-SHAH BE AS,SELECTED T.ROOF SHEATHING SHALL Be VY CD% S.ALL FINISHED WALLS AND CEILING TO BE b.ALL rOOTIN65 SHALL BEAR d BT'M OWNER. SASE BIO SMALL INIGLIIOE EXTERIOR GRADE PLYWOOD.WALL 2.PROVIDE ISR ASPHALT IMPREMATED 7I M.M W ILDER SHALL Be FULLY UNDISTURBED GRANULAR 901E HAVING A AND PROVIDE MR A i'TACK LVr SNUB SHFIATHIMS SHALL BE IG'LD EXTERIOR WILDIW FELT OVER ALL ROOF 5HEAIHNG T°Gl'PSLM BOARD,5 COA15 OF SPACKLE, 'V RE5PON51BLE FOR ALL METHODS OF MINIMUM BEARING CAPACITY ort TONS PER STONE PAVING MATERIAL GRAVE RYYIoOD. WITH A DOUBLE LAYER AROUND ALL BEV AND CAVY FOR rAINTINb BY M NO INCREASE IN SIZE OR ESTHETIC DESIGN. ' 1>i CONSTRUCTOR AND ADHERE TO ALL SG.FT. Lo1ER FOOTINGS As REWIRED BY OPENIN69,RUPEES AMO VALLEYS. SAFETY STANDARDS AND REdLATONS A5 SOIL OR FIELD CONDITIONS TO PROPER ] ALL BRICK BE As MANFACT.RED O10TATED BY 01 BEARING MATERIA..REPORT"TABLE W1'"L D.PROVIDE HEAVERS NOT UNDILATED ON BY 6LB,1bERY. M COLOR R STYLE OF PLANS AS MLL01,151 5.PROVIDE 46^WIDE ORY-GEDK 4.PROVIDE T'WATHR-RF9IBTAM GYF51)M EXISTING ROOF TO REMAIN 9014tJR9RFACE CONDITIONS,MICH MAY BRICK AND MORTAR SHALL BE SELECTED (2)2Xb IIP TO S'-0' SELF-ADHESIVE MEMBRANE AT ALL BOARD IN ALL BATHROOMS. PROVIDE 10,THE CONTRACTOR SHALL REMOVE ALL AFFECT M STABILITY OF THE STRUCTURE BY THE OWNER TO MATCH M EXISTING (2)2X6 UP TO bb' VALLEYS,SAVES AND ROOF OPENINrf.P. CEMENT BOARD FOR ALL sHOWSR WALLS R1BBI5X ANp VEBfRl9 RESULTING PROM M TO M ARLHITELT PRIOR TD CONTINVAMICE BRICK VENEER. AND CEILIN55 A5 BACKING FOR TLE.WORK.THE SITE SHALL BE KEPT 'BROOM" OF WORK (2)2X10 LP TO D'-0'(y 3+12 ur TD 10'-0• 5.ALL INTERIOR AD EXTERIOR PAINT'1W ONE 5TORY ADDITION to 510E OF T.Al PENETRATIONS THRU FOUNDATION4.PROVIDE 20 YEAR FIBERGLASS 7771 YALE ARE TO BE SLEEVED PITH PVL PIPE 4.ALL NAILINS CONNECTIONS AND DETAILS 30JAeALIN6 ASPHALT ROOF 5H1NSLtl. SHALL BE DONE BY M OFNM.SURFAr.ESII.M WILDER SHAH ARRANGE FOR AUL APPROPRIATE TOM SIZE OF M I.ALL 5T 11URAI-5TEEL SHALL BE SHALL CONFORM TDM USE ZINC COATED ROOFING NAILS,4 PEIr0 BC PAINTED GR STAINED SHALL BE DWELLING RECOMMENDATIONS OF M RE5IDENTIAL SHINSLE OR AS RECOMMENDED BY PREPARED BY THE CONTRACTOR FILL AND M REQUIRED INSPECTIONS,AS,RlWIRED PENETRATION. FABRICATED AND INSTA.IED IN SAND AS REOIJI ED. BY M LOCAL MMILIPALITY. ACCORDANCE WITH AISG SPECIFICATIONS ��'OF MR YORK STATE MAMVACiLTREt •' e.PRw1ce Re1MFORc1N6 BARS,� PROVIDE SHOP ORAMNRN65 FOR ALL STEM. TOTAL NEW LIVING SPACE 1186 5F 12 THE WILDER SHALL OBTAIN,FORM INDICATED OR AS DIRECTED BY THE FABRICATIONS AN NIOR5 AMID 10.111 PITCH PLATE bIRDER9 SHALL W 5.PROVIDE TROOP VElTINS FOR NLL ATTIC OWER THE UL.CERTIFICATE FOR M ARCHITECT. BOLTED TOGETHER WITH%'i CARRIAGE 5FACE. P Vmbinc�. Heating and Air d rANNELTIONB.6OMPBOLTS 5TA66EREV TOP AND BOTTOM 12' LHiQ TI IIRIOWInt� i�I FINAL EIEV ELECTRICAL PORK AND M OL.AND 2 BOLTS AT EACH END,DIRECTLY 6.FLASMINGS TO BE +CIA'MINIMUM t .. rIWJ-CERTIFICATE a OGCLPANCY. 4.AT LOCATIONS WERE DONEES ARE 2.PROVIDE SHOP ORAVIN6B FOR ALL OVER BEARINS POSTS. THICKMEES ALUMINUM[ IF CONGEALED OR INVICATED,PROVIDE I] ' LONG Try RE-gAR STRUCTURAL A551540i TOM y 19.RICHARD C.YRIbNT,AA-ARCHITECT IS DOHIM-5 AT 12.O.G.VERTICALLY,INSTAL. ARCHITECT FOR APPROVAL PRIOR ro COPPER -GXM9ED.INSTALL ALL 1.PROVIDE M OWER PITH A STFIILATED REPLACE 5ELECTED EXI5TING MNP'040 NOT RESPONSIBLE FOR M INTO E%ISTING PWNDATION5 WTI 91MHP5pN ARCHILATIDN 11.111 FLUBH CONNECTIONS SHALL BE NISCE59Mt(JOINS SEAMS.LAPS ETC.TO AJOWANCE PRICE FOR GrEarC PLLMBING y MADE WTH e1mrs N'DA-VANMO METAL ENSURE V,1A'TERT6Nr INSTALLATION, FIXTURED AND rAICET9. WITHIN EXISTING FRAMED OPENINGS - ADMINSTRATION,SLPERVI510N OR 9E.T.BROW GEMENT. , INSPECTION LP T119 CONSTRUCTION 5.ALL FLUSH ITWMINS GGME..TIONS SHALL JOISTS HANGERS. - 1 PRO.L'T eXCEPr AS,SPECIFICALLY ID ALL FORM YORK IS TO EE COMPLETELY BE WTM GALVANIZED STEEL CONNECTORS T D POPLIN R'LIF115 AN CONNECT SAMET 2.PROVIDE M OWER WITH A STIPULATED AND DOLS IF RE ADC Y LOC SOME TO ALLOWANCE FORM RELOCATION AND AGREED TO IN WRITIMS WITH M OYNER REMOVED PRIOR TO BALK FILLING AS MANUFACTURED BY SIMPSON STRONG, V0.T'YELL9 IF REWIRED BY LOCAL RECONNEGTON OF EXISTING HEATING TIE. MNILIPALIN. 5WIPMENT TOM UTILITY SPACE IN M PROPOSED ADDITION PROVIDE HEAT WRAP FOR ALL PRIMO IN M EXSTIN6 CRAWL 4A kx SPACE. CODE COMPLb�!NCE '� a PLUMBING DESIGN GRI FERIA j ALL PLUMBING WASTE O SIMPSON 8 WATER LINES NEED HI HURRICANE TESTING BEFORE COVERING CLIP G EA.RR �IDENTIAL GODS OCCUPANCY i = i EXI5TING ROOF STRUCTURE CCU�ANCY OR TO REMAIN. PROVIDE CORRECT LDL UMBERCERTIF! of NEW YORK $TA7E�I4�-R ` Its'' ` N'; TEMPORARY�JJPPORT AS LEDGER TO ONLE,gp CA T1ON SE,IS UNLAWFUL, 2 , SIMPSON REQUIRED DURINb EXISTING STUDS CONTE '� p HI HURRICANE RECONSTRUCTION WORK. PHITH&,p CERT-FICATEOF ^n'BE'FORE WITHOUT CERTI�ICAT ' , CLIP G 16'CONNECT SEARIN5 PLATE 5UNk)LAG F TDTMD TYP OFOCA`CUPANCY a t eA �e 'n.44 BASIG WIND SP® rcly EXISTING 2nd ISTI H2MWRRICANE WASHER G I EXISTMS 2Pd DL_ R` ya` E4fC4NNOT Within 1 MILE Of M I FLOOR Al ' GALVANIZED FLOOR Zt 1 LEAD. WIND BORNE DEBRIS ZONE per R3o1,2(4) 120 m1/hr LAB BOL CLIP• Ib" SIMPSON i COASTAL WIND ZONE Per Rwi.2(4) _120 ml/hr G 16' HI HURRICANE ADD NBv RR NO SCALE ---- CLIP G EA. RR BETWEEN p NEW 3.5 EACH r EXISTING HEADER HEADER EXISTINS, RR W' 1L v1A ALL CONNECTORS A5 ALL NEW WINDOWS TO BE PROVIDED WITH ORILLED HOLE FASTENED TO AND CLIP AS ALL Jy... ALTS FOR ROD EXISTING 9FIONW To MANUFACTURED STRUCTURAL PROTECTION PANELS IN CONFORMANCE HEADER WITH HEADER s Ib' HEADER 6.0(COUNTER BY SIMPSON STRONG TIE. NAILING HAM1sER STRUCTURAL SUNK)LAD A5 RECOMMENDED BY G I T( ROOD ZO�, {0 M ` f +y+ BOLTS • W . (,( ARCHITECTURAL MANUFACTURER COMPLY'WITH CHAF'T� '4 �µ' COLUMN. GROUND SNOW LOAD per 8 1 0- D V N„ AMAGE PRE' E TI(§'a ' ) _ 15' m THREADED 55 FRAMING REOUIREMENT5, NAILING SOUTHOLD TOWN CODE 20" C,5 20 STRAP - �� IX,M ROD AND NAILING SCHEDULE HAVE BEEN SEISMIC DESIGN CRITERIA P r R501,2(2) y SIMPSON EACH SND TO BOX SILL CATEGORY G NO SPECIAL PREV� S,NOTED, 1 IT Z . j'T HI HURRICANE (5) Ed TO Box / (s) Lod DESIGNED N CONFORMANCE- WITH ' EX1L SSTTI Het JOIST 6TH CLIP G W TO SND PRS .ATE �15T EXISTN61it THE RESIDENTIAL CODE OF NEW DESIGN FLOOR LOADS DATE: U `V' B.P,t 3673" _ WITH Pur AND HANGER P1mR YORK STATE AND THE REFERENCES SE,cN COURIER ATTIC,WITHOUT FEE:. a-S� BY: BRICK NUT STANDARD FOR THIS REGION NOTIFY BUILDING DEPARTMENT AT ' STORAGE LL 20 IbG5F P - 'rc T 4I p CONNECT GONGRL'TE VL-NEER T� wflO,p�aaa++ LEv6ER To BLOCK 24" CS 20 EA LV STRAP CORRECT INDICATED BY THE WOOD FRAME 765-1802 B AM TO '4 PM FOR THE ISTINS, 51105 FOUNDATION 3e" DIA BENT OVER GIRDER DBL JOIST LEce1BTR ro CONSTRUCTION MANUAL 1 1995 G Rooms OTHER THAN FOLLOWING INSPECTIONS; ANCHOR BOLT PIERS AND NAILED WITH BILOH EXISTING STUDS BLEEPING ROOMS LL 40 6Ar.GOL'NOATION TWO,REQUIRED WITH BO FAITH ILLED ALL CEI COLUMNS w1THY-06ALV. HIGH WIND EDITION FOR TIO 120 LAG BOLTS FILLED SOLID G b'O.G.• 9' EACH IOP I 4 REWIRED • I � LAS BOLTS L CONSTRU FOR SOURED CONTTnIRETE 00 EAGM PIER q a �y�Eie QUIREMEN SOF HEEDS. prBRSraoNS�vii7oN GAMING a PLUMBING TYPICAL ADDITION BRICK CONCRETE 4V4GSOFNEW YORK STATE. UNDERWRITERS CERTIFICATE D STATE. 3. INSULATION ate R VISMR FONHDATiHON - 4. FINAL'- CONSTRUCTION-MUST TRENCH m m TRENCH Ib' WITH ALL DELLS TYP GAI� PORCHBE©u,�E� ((PttilCLk PIIDNm6 Report BE COMPLETE FOR C.O. FOOTING FOOTING, FILLED 50LID CERTIFICATION OF (J ` ' ALL CONSTRUCTION SHALL�MEET H FRAMING FRAMING T NAILING & CONNECTIONS ( n REOUIREMENTS ,CFTHEC,.L)DES01=N lW II, Y0088II�L REQUIRED. STATE. NOT RIFLED BIBLE FO RETAIN S7nPt! ^. RUN _ - LGN OR CONSTRUCTION ERRORS, �N "�" PURSUANT TG fZ 7flie� urx�ed�rTJ.l'�*eWd f2RT,li.red . OF THE TOWN'CUUE v n1t �, T if§l PROPOSED Y'A'RD 12'—Oo I � `1d 1. �q R�1 s M1«lr •k< 'r n \ e Yft ! I V r r 4' N Fk 4" BRICK DOWEL - VENEER NEW ONCRE + b" TE FOUNDATION W 7 CWALL TO Z BLOCK EXISTING fV t>FW�XD FJ 16'OG 1 { Y II I NEW AWL SPA I ,� 1A s(„ fix( W CRAWL * ' " '`,•% ,te;Ri ISLAB I 43 PITCHES TO s d d ^ e Q m EXISTING &RADE w _ .—. _ — _ — _ — _ _ — _— _ _— _ — _ — _ __ 1& 1 k v 1 DOWELNEVi I' i G1 CRETEQI FOUNDATIONtys{x,'f .y I _ _ _ BLOND IONI WALL TO 1 FOUEXISTING � } i, EXISTING CRAWL I = --— -----_ SPACE_ ON'T 2X8 6 I Nw° r" fl'�g{g'tfr' � ' I I �)tp fRFh1EO J01515� 16' IU 1 y ry§ � fV oc.IwTH a xuapbl 1 u 4 A , - �P IV a ; I `9r 0 � (S) 2X8 ---IMOVYDROFTPERF - -- --- ------ ------ Ot� r 1r5 POURED CONCRETE FOUNDATIONS AND FOOTINGS. GON'T 2X8 ATED LEDGER THRU BOLTED 12" O.G. TO EXISTING BOX SILL I I IN ll CONCRETE BLOCK WITH L '- R K GORES FILLED SOLID AND 4" o ~ s 41 BRICK VENEER ON THE y O FRONT AND 511 INSTALLOF STAIR/DOOR yr n GALVANIZED STRAP ANCHORS STRAPS TO K BRICK p VENEER FROM BLOCY q I O l yx"�lyr �(1 a Yr _ ak COURSE AND Ib° OG HOROZQ IiTAL. CON'T (2) 2X10 TREATED GIRDER TRE , rJ . Ia LI 1 Y� III rp' III , Q+� t ply ,r . LINE of PORCH , q DECK GONG. I ; ? d ABOVE 2,_O, a 0"` 2—O 2-0NPAPEW STAIR 2'—O 2—O" 2,_On 2'_O" Pt', I EQUAL 3'-10" t 10"2 EQUAL MATCHES EXI5TIN6 PORCH OPOK PROMO TEMPORARY FOR 5UPPORT EXI5TIN6 PORCH ROOF DURING RE- CONSTRUCTION 1 FOL ND 710N FL-AN, jm � OPOSER YARD 12,_0.. FPROP05EIPN EX15TINS PLUMBING VE FIXTURE5 TO REMAIN. + INSTALL NE WALL NG P �� YTwt, RF AND FLOOR TILE, A5 t 112 SELECTED BY THE - OWNER ti r J� 3 , ;raI x n -77 I— NK E3� ING Q/ I MIT IIB H 00 I ®� r r l l n (� PROPOSED I LAUNDR EXISTING _ ^, I OVER HANGROOF KITCHEN IO`I I.L I ABOVE R <� EXIS ING PANTRY wl � r I UNIT -A, , . to V H WIT TAP IMOD o � � UD I41cl INSTALL 5/e" FGX GYPI, BOARD ON ALL _ I COMBUSTIBLE KALLS RF I AND GEIILING WITHIN - 10'1 a� ' ✓ WIT G 3'-0" OF ALL HEAT EXISTING PRODUCING, u� STAIR 8' EQUIPMENT. NEW EXI5TING R UP L� FLOOR IFINI5N ri „+ + —� - - MATERIAL TO BE FAMILY ROOM I NON GOIMBU5TIBLE. - s r VERIFY THE "RETRO FIT' ' CAPACITY OF REPLACEMENT t + c lam _ RF, WINDOWS AND RF EXISTING HEATING I -- I 113 — EOUIPMENT 106 QOOR5' TO FIT aq, p EXISTING PORCH .:P I + EXISTING FRAMP1 ROOF 2� /.� I - - OPENINGS, _ x+-,r; 64tl I AOVERBOVE AN6^��-i TYP{GAL"-., _ 2 s.� �F I d �xli o _ I —_— � Sd U- I RF RF RF RF RF I I e 102 103 _ 104 " 105 1 wl _ b Xul I tt zt r ri Y x' pI7L�ys NEA WOOD ° I Ott STAIR E SAITCHED CEILING OUTLET t 3'-O" I t 3'-O 151-01, t 2'-4"' ILING 3 21_6, raa LI61R PI%ILRE FPowo®er atst Irnuv�DY SWITCHED EMMUST FAN -=TW w Fx m x � ® � IN LINE SMOKE DETECTOR' ® CARBON-MONOXIDE DETECTQR d' « " '" W5* WALL SCONCE -PRoYVW9W'&A?lMll6TAUMSr66, n "}te ! Ys '11jl « p « ; ��'+ 7 I RST �.LOOR FLAN' ', n� 108 109 111 112 INDICATES EXISTING WALLT614 MAIN Tb MAIN _101 _Io5 103 113 -- - - 110 - - - - —_ - rINDIIGATE5 E45TINS WALLS TO B 102 106 E ' # 17EM0`(�D S i loa+I r "'`✓•'dr ' ' I'I " 104 101 INDICATES NEW'WALLS RE7RO1= T W NICO W5 ' I`O" VERIFY SIZES FOR ALL RETROFIT REPLACEMENT UNITS Y - ,mv p J pyo g _ � , .. ..o-_l 't 6.'_f :r1aY�L...4. HC"e•C�."A.u. '$Ss'y 14- � _ , ptiry♦�."�rJ } m � f vk.� �iw J �,F,1 M" II v�'Y�tl v s { Ioi s J _ __ I _____ 3 lf Ivy F� + �� YYi F�c15Hs RF. ,I . - - yfl ADo1TION AT I TO MATCH un I� ( x ox I I RF1 z - 11. A i I �, I- ,� Y 41 �I O ip J [t`0 tl 'Py _ I ,. �.. f , 'I 1r ✓t` ! iu'� , i 1 -Ci 4, I _- '" Atoq0 XLl- r� W i W 44491 1(2) 2X6 , I 9 � - __ ot FEWlOt To MATO11 -� I f ty 4Y 1 ➢ 'F y { �ry ' x. I � "ISM RR l P1 Aird RETRQFIT I K RF ,__ . _ _ _ _ I ,ia - _ 1 RF'Yrir+ooJa uri ccuRsro t r[o-d�ir t4'�>(�,,(,p ( I la . SIF -- — 106/elT exhrms F:PnF�eo r + , t a Y b 41 Y pp � f a4 1 Y X �., �4 _ i. N M 1 Y , , ._, , _ "._ __ I C 7. - fl= _ _7C__. ..`W Ti. -T—_t- -T" r 4 _ O ul �11nK5 RR TO REMAIN _ fl 0 M TO WT ' v IAAA�� W r ���24� O`+ Isn rw ry is " fFt4'( I +p-V [,pv, III pp QY! RF I RF^I ' RF1RF � RF .� • m, 49 101 102 103' J04 105,1 m la �r z tQa R i.. I GO T 3x8 BOLTED rO EXISTING P07RG H ER B TWEEN GOL4,'M5 -t,' I I µ} I �5 F n I n 4 ' EXISTING PORCH I$ PROPOSED A1XD I T I ON LQhN ROO 1�i1'NG }psi - LANS 5 }r'JIGAiES ExIs71Nr�,{ ALL-5 TO REMAIN INPI ATE9 E;LISYING ✓'1ALL5 TO pE MOVED t t' fi.:.�;,-'"'"'^-,T+,a INDI0.GT65 NEW WALLS i - PROPOSED ADDITION (EXISTING PORCH BEYOND) PROVIDE A STIPULATED ALLOWANCE TO REMOVE - FASTING ROOF SHINGLES AND REPLACE WITH NEW — . --------. - ROOF SHINGLES AS -------- — --- — __ SELECTED BY THE OWNER "- --"-- ------- EXISTING - ----EXISTING ATTIC, FLOOR — ------------ ------ — —- -- _ _ _ _ _ _ _ _ -- — U H - - -- — -- COPPER . . — _ — _ — _ _ — _— _ — FLASH NEW ROOF AND EXISTING NEW SHINGLES ON CHIMNEY EX15TING PORTICO ROOF - EXISTING 2nd FLOOR _ _ _ - -_- _ - _ - _ _ _ _ EXISTING ENTRY _ _ _ _ PORTICO AND COLUMNS - - - TO REMAIN FFT11 NEW SIDING TO Loll F7]1 E LULI " ILII L 1-U- EXISTING ml LLUI NEW REPLACEMENTLLUI �1 1_ WINDOWS IN ILL LL I I ADDITION FLOOR IIj RF EXISTING FRAMED RF - 1JJ JLI - u" I I ALIGNS WITH EXISTING let FLOOR _ - _ _OPENING - TYPICAL 112 -- EXI5TIN6 16t FLOOR - BRICK VENEER TO MATCH EXISTING, " FOUNDATION BRICK - EXI5TIN6 GRADE ( I ' I I FRONT ELEVA710N L - --- -- - ------ I EXISTING/RE-GON5T'RUCTED PORCH NOTE: ALL NeV YiMDOWS TO CG " ' ® PROVIDm IwITH WOOD STRYGRRAL PM1OTPLTIOM.P WH M TMIF 012.1 WITH R901J t]1 TABIC M19D9].I] —_ EXISTING ATTIC FLOOR _— _ — _ _ — _— _ _ _ — _ _— _—_ _-- _ COPPER FLASH NEW - - ROOF AND EXISTING - OHIMNEY _ FFFFJ NEW ROOF WITHLEIU . . SHINGLES TO MATCH - - EXISTING - - - EXISTING 2nd FLOORNEW -�-- -- —� —r- - - -- - _ - - - - - --- - - - - - ARGHITEGTVRAL - _ - —IFPERMA-GASTj I •:: - fi _ - GOLUMN5 T0_ - NEA SIDING TO 1 - REPLACE MATCH 1 - . EXI5TIN¢„t, WOOD "EXISTING Il I . . COLUMNS ADDITION FLOOR ALIGNS"WITH', L I ' � I RAILINGS , EXISTING 16t'FLOOR - EXISTING 166'PLgoR � 112= IN - BRICk VENEER TO NEW 9RIGK L MATCH EXISTING g` '� -170RGH PIERS FOUNDATION BRICK ! - � -- -- - --- - -- - - = -`� �- - - L � - --- _-- — EXISTING PORCH t PROPOSED:ADDITION, 18`-8^ - . J1. =1(. F`7��-L..�f - fyroposed Addition and Alteration to the y ” rv - [ -_ " �� �f Dy •Y {���1"1� x i � 10. � "{ 1't- � ¢ s C1 s - L $ GHHQUSEFM A r GJMd i I'yH go,%D Jf iI rA.Nuri ' ` sfnuin t�f'`5butticliJ New, Bork HUNT1NGfN VIS I AyrE a .b a lie. 'A A5 NOT p. 7aEe IL �004 t ` 4 `v , 1 w. '' $ v x # .0 x �. a v 'rr .w a _ `* ;" x' J ?y�y,�• i ,5 x � ' � P �M`.. .w.-, ,y„���P 1., ht.•_ } tR '- I . .t„ vie! " f�� .r - J t �4 t. 3 ,� °•Exs l 3 a '+'L "�u � v -r 4 jp .r- 4 C.".'F n nylp�{f � zel �� r' , a Y "'L S F '4 4 t u` i -` ?ksu rh" �,7 „a✓ L j "-N", . ., � -•d,�. ra.ru i . I EXISTIN6/RE-CONSTRUCTED PORCH NEW ARCHITECTURAL PERMA-GAST — - - — - COLUMNS TO ' REPLACE EXISTING NEW WOOD COLUMNS BALUSTRADE - RAILIN6S NEW WOOD STAIR WITH BALUSTRADE RF RF RF RAILING RF RF ICH 109 IIO to _ 106 10'1 , _ NEW VINYL - - — -—- - - —- — -- - - - - - --- - LATTICE.IN WOOD FRAME -_ NEW BRICK PORCH PIERS - -_ ( I I NEW REPLACEMENT ( I WINDOWS IN EXISTING FRAMED OPENING - TYPICAL LEFT SIDE ELEVATION PROPOSED ADDITION (BEYOND) PROVIDE A STIPULATED - ALLOWANCE TO REMOVE EXISTING ROOF SHINGLES _ -- -- AND REPLACE WITH NEW' ROOF 5HIN6LE5 A5 - f-- —_ SELECTED BY THE OWNER -" EXISTING ATTIC FLOOR � NEW 54IN6LE5 ON EXISTING PORCH ROOF . -- - -- - - - ---- - EXISTING 2nd FLOOR . J- ' — — — — NEW ARCHITECTURAL NEWA -OA5TGTURAL COL EAST I DERMA" CAST F F COLUMNS TO , G,QLyMNS TO� I REPLACE EXI5TIN6 REPLACE EXISTING WOOD,COLUMNS,, - f- WOOD COLUMNS - - I - NEW - BALUSTRADE' - i - STI` -" L i BAI. S E -RAI 1N65 RAILIN55� - EXISTING lot FL, OR - I - I tATTI000 E IN NEW Br21CK RAME EX15TI,NG GRAD€ - I PORCH.PIERS _ NEW WOOD STAIR L RAILING T,O - . _ _.J J L {{ - > __ ._ - — ' _ — — J EXISTING GRADE r `!vh KpyWy� ,sp 1jR 1, a SP r rYy ropo5ed Addition and Alteration to the R� Eg tl , C � GMM'ILL B" ►CH HC?UE i R $ !c Y r ♦ y� °ri r � : �. V s vs , z y r �3 +y}. 6Mj 7R.f,� _ r �"'^` """ ". .w r Tnwh Of 50ULI1,OIG -�G� "(OF'K HU ti 4� T1NGTON VILLASE : � n t a p Y : KS � � y Y J a _!r 944 'A9 NOf�p' D�.8..' ILM�l+ �Y _- :?K v'v^ fr� x a. y'+°'cii "' .F 5n ,. •t r d y 4 ., '„ �L T .r(r r';`5}q" F'? �."w Y�fk? '"fir°: t ta'kX r ' r'w �+ i ���'� � ,u� " o. , �. �, ' .. � ` M i '"f +Y ,,sil. � :1a s° , 1,� a q • 7 �_ }. . . ` � � '7F"� k�rc c '�, .a,,.' Y � r, ro�.�e i.�r.rtEvr.:v"_ -..�>`a..�.,w5' r x ,'�`�`,'d.k4 FYti�a�lr"M t,�' �. t ' �rx �. .•.S,s3£�-k L'�i--�e"i::",�"� "a<.'�a '�tir ; r .ljr_,�..k�'. .-r..x Ab I,.Ea . . 2 'r�".zY"c i.• a. t .2 Y,.*�a`h",.. Pl� rdaM1 u 5 ryi ,.�5b :91 'f dti,w pr ell4,5 r �' nRIM ' I, ✓j: yt wwn 1 r�'� . �T P TTI b�g� �� Y+' 4 dl ° f lY - - - NEW SEAL TAE SHINGLES TO MATCH EXISTING. I" FELT. - q y r '�'' S'# .. C NAILING SCI-FEI7ULE�EXPOSURE '15") INSTALL 1 wb 1 a 1 TO REMAIN. IF D ROOF DECK' �S,al IN REMAIN.-IF REPLACEMENT r1PP N'='W RR mTAL FLnT`�glR(IN6 JOINT DESCRIPTION NIMBER OF NUMBER OF NAIL SPAGIN6 IN ISOLATED AREAS IS BETWREN: pLAgHUR ` 1''.� 7S ''' k m 1 COMMON NAIL BOX NAILS , %� REQUIRED PROVIDE,THE '� EACH OWNER WITH A STIPULATED . EXISTING RR R O O F F R A M I N Gt + H ".ALLOWANCE FOR THE, T 1 ZH wr RAFTER To TOP PLATE(TOE-NAILED) 3-DQ 0- IOC Pae RAFTER INSTALLATION OF MATERIAL - ' ,C I - o q?,, TO MATCH EXISTING. iV•'F15TI 2nd 1 , CEsN1l' ,� r u ILING JOIST TO TOP PLATE(TOE-NAILED) be D) 5- 5-Tod PER JOIST - - GT11 AD 1 A -�1, r 1I(•ST CEILING W15T TO PARALLEL RAFTER(FACE-NAILED)(HEEL JOINT) - L-, r F) +p,1 RAFTER SLOPE, 5,12 22- 16tl 22-40e CONT ER - I ti H 1— .. 4 rz IT- I6e n - EXISTING PLATE 90L TO 5.12 14 - Ibe 14-40d EACH LAP 1 _ _ ^ EXE, , Td2 10 - 16tl Io-40d - _ -At , 4,12 AND GREATER D - 16tl D-IOd , - ROOF M SLOW AND4 t » i, .L, - "' � )c / CEILIN5 MIST LAPS OVER PARTITION(FACE-NAILED) � ' � NEW ARCHITECTURAL COLAL -1� RAFTER SLOPE, 3,12' 22- 16d 22-Md REINA N r + .✓r a,12 14 Ibe n-4Oe TO COLUMNS s•12 14 - Ibe 14-4otl EACH LAP TO REPLACE EXISTINGBOLT NEW Bx5 ., 7,12 10 - I6e 10-4W WOOD COLUMNS. HEADER TO i "I 4:12 AND 6REATER a- 16C b-40d MATCH SIZE AND EX15TINS 1, COLLAR TIE TO RAFTER(FACE-NAILED) STYLE OF EXISTING HEADER. INSTALL RAFTER SLOPE, 5,12 1-IOd l - 12d COLUMNS - NEW 5/4 TRIM OVER . 4,12 b - lOd 6- 12tlNEA 5,12 4 oa 4- 12d P151 TIE BALUSTRADE BLOGKINS AS - l -U 6.12 AND 6REA7ER 4- IOC 4- 12d • REQUIRED BOTH RAILIN65 1lit &.00KINS TO RAFTER ITDE-NAILED) 2 -bd 2 - 10,1EACH ENO, RIM BOARD TO RAFTER(END-NAILED) 2- I6e 5- 16a EACH END b /4 TRIM OVER RA W A L L P R A M I N G EXPOSED " I axN CPN F' Ir l',t"4 . 71 �STRRgUNG�'NRAL '4 em- TING Tot , TOP PLATE TO TOP PLATE(FALE-NAILED) 2 -Iba 1 2- Ibe PER POOT NEW WOOD STAIR TOP PLATES AT IN(ER5ELT10N5(FACE-NAILED) 4- 164 5- 166 JOINTS-EACH SIDE WITH BALUSTRADE 5TUD TO 5TND(FACE-NAILED) 2 -i6d 2- 16tl 24'OL RAILING TO FLASHINEa CONT • +✓' "( II T HEADER TO HEADER(FACE-NAILED) Iba Ibe IB•OL ALONG EMES EXISTING GRADE ATED WOOD GIRDER TREATED WOOD .., - 1:.' N ; BLOCK PIERS WITH LEDGER BOLTED _ 1 TOP OR BOTTOM PLATE TO SnUv(E1 _NAILED) 2 _ 16d 2-40a PER sero ' WITH METAL TERMITE TO EXISTING +y BRICK VENEER SHIELDS 'WALL. IN5TALL BO EH PLATE TO FLOOR JOIST,BANDJOIST,ENOJOIST OR SLOCKIM i 2 - Ibe 2- Ibd PER FOOT APPROX j " DIA. ABB PROTECTIVE EXISTN& ORAD ' MIN 2 PIER FLASHIN& F L_ O O R P R A r-1 I N C r I I III-111 III TRE — _EX1571N6 FOUND. JOIST TO SILLDE ,TOP PLATE OR GIRDER(TOE-NAILED) PE 4 -be 4- IOe R JOIST H FOOTINGIII i III IIA=�I (q� IIA=III IIT ISI—III II ' _: IIp IN TI III IIA=III I „ SR IWINS TO JOIST(TOE-NAILEDbe) 2- 2 - IOC EACH 1 -III IIIIIIII—III III III— J III ISI III— ) III I� TYPIC//Ay AL � GO� , ) BLOOKIN5 TO JOIST(TOE-NAfLED) 2 -Bd 2 - IOa EACH END 1111119 I L III III - III G III-.� III— III C' III ;'I�u III—III III =III II n1 lil_III n —IiILII =III II nI III—IiI - " BLOCKIHI6 TO SILL OR TOP PLATE(TOE-NUILEp) 3- 16tl 4- Iba EACH BLOCK III- III III-III III III -III III=III III III III -�' III III--III III III—III SECTION A-A LEER 5TRIP TO BEAM(PALE-NAILED) 5- 16e 4 - I6e EACH.101ST 'III III =III III= _ — — ( I —O 11 DGIII B II I id �1 —III III -III III I_H 1 H =]t ID'_Q _III=1 /5 =I „ Y '- Jolsr ON LEWER To eEAn aoE-NAIIFO) 3-M 5- IOd Paa Jo1sr �' III—III �i — _ _ BAND JOIST TO JOISr(END-NAILED) 3 - 16tl 4- I6e PER'JO15r F PROP05W ADDITION ROOF o BAND JOIST TO SILL OR TOP PLATE(TOE-NAILW) 2 - Abe 2- I6e 1'ER raor : - ALIGNS WITH EXISTING PORCH'ROOF a K r;':jgl R O O F S H E A T H I N G INSTALL COPPER STRUCTURAL PANELS, PANEL 1Nr13REDIATE METAL FLASHING INTERIOR ZONe' ed lod EDS SmPbRrS FANO GONbN UNDER PauIETER EDGE Z04 be 10,, 4' 4. 510IN6 EXISTINGCONS N - �11 � �4 . TYPICAL ROOF GONSTRUGTION.� O 6ABLE ENOWALL RAKE wTH LooKaln aLocK bd to,;-- 235w"52. PLE5, 15K B%eATG 4• 4• i ' FELT; I/2° PLYWOOD SHEATHING C E I L I N G S H E A T H I N G 6YP51M WALLBOARD 5tl COOLa25 5e COOLER.5 T'EDGE/10"FIELD EXISTING 2nd ALIGN AND FLOOR CONT 2x6 MATCH EXI5T1N6 BOLTED TO EXIST] EAVE DETAILFRAME STRUGNRAL PANELSMARDBOARD PANEL INIBth�IATE �• H ,I i1. v x1 h41 , EWESSLPPORTS 1 - - _- - I j!ti t Y`uyfl I Ybd INTERIOR zote ba 1Oa 6' a BUTTON VENTS • 1 W EWE ZONE° 66 0':16"6. R-1 16" OG FIBERBOARD PANELS, I T NEW PORCH1. T/16' W, - 3'EDGE 16. FIELD COLUMNS / DECK p('♦, a x Y� 25rC2' mit - 3' EWE/6'FIELD BEYOND �J 6YPsuH WALLBOARD 5,1 COOLERS Sid COOLERS T'ED,9E/10'FIELD I NEW WINDOW PARTICLE BOARD PAIRS Ba BC SEE HAM.FALTI,RER GL I I 7IONTYPICAL WALL COJ F L_ O O R S H E A T H I N G �p 51DIN6 TYVEK HOUSE,WRAP I �� IG 5RmPANELS, R15 BANWL TON I.OR LESS &I IOC 6'EDGE/12'FIELD I 2 X 4 STUDS i rr GREATER TUN 1" IOC W b' EDGE/b' FIELD G • IB Q.G.: v • ' % �'IY4 An. TIL 1/2 GYP. BD N 41LING NOTES °�1 �1 EXISTING lot ///r SET TQP5 OF Fl,OOR:VQI5T5 so,THAT � t, y1' rT r I. NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHINS NAILED b" ON CENTER AT THE PANEL EDGE. IF WALL FLOOR I MINI ADDITION FLOOR Ir, 'I {✓ ' �'} , a"P4��t'. SH-ATHIN6 I5 NAILED 3' ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR GAPAGITIE5, NAILING y _�ALI6N$ WITH EXI5TIN16' IIX k�l SHEAR PLMENT S SHALL BE USED TO MAINTAIN SHALL BE LO DOUBLED,OR ALTERNATE CONNECTORS, SUCH A5 -n - . TYPICAL.SILL GONSTftUCTION g r >�, ,�,, c . >a #1 N„ . 2. WHEN WALL SHEATHIN5 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED N)MBER OF RAILS SHALL (2) 2X8'TREATEQ WOOII PLATES BE PERMITTED TO BE REDUG TO I - 16CI PER FOOT. Ep DONT TREAT® R-SO DATE GOMPRCf�518LE FILLBR METAL ' 3, CORROSION RESISTANT GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED]CHECK TBG FOR 'WOOD LEgbER _INSULATION ADDITIONAL REQUIREMENTS. DOLTED rO ExIBTING SHIELtY,r, @6 DIA AtJGHOR BOLT'S;q> 9 � FYj S;1 4 ALL QUANTITIE5 ARE BASED ON 10" OC 5PAGING FOR RAFTERS,J015TS AND STUDS. WALLIIlli ' BRAT GLAD DOUBLI='AT CORNEFLS,,{r 5, FOR,ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,'INGLUDIN6 4 FEET ON EACH SIDE PROTECITIVE METAL - PITCHED TO ' • DISIGK IN TRENCH FOOTINS.'FILL GOIRPn(T..I '•C T''''1 r OF THE ROOF PEAK, SHALL BE USED. l'ERNITE SHIELD. K.GE$90PENINS 1 6RQUT„ , r (C fel IY R'4,Y} H tiYY' q� SHALL BE USED.STHIN THE 4 FOOT PERIMETER EDGE RS, T ATTACHMENT E REQUIREMENTS ATTACHMENT REQUIREMENTS - • -^ ,r B — FOUIJbXTIdN SOL, !7 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACH - ' AIR05Q ,(�9TI - ISTIN6_. t I :^fTl”^171=711 N 11i f III— d'R,gDE 1I r1 .1,T�' WALL r 1 sN .k.. e A. 4 7 1 (t:" —Il I_�1�f.—T NI I_I I I f II TII I1 lT TSI II l T I II III I I I IIA—� I 7rFICA AD 1n �,k -III—III J1 III�IId . _� Ill 11 III Id III ilT1I GIS , 11,?YIN', } ,. SEGTd GAN B--B n - .. 5/5 TrL' a+wT- - � � ,. fi Hr Y,��, •ilti li T P Int, C�.,3T'c /"L. .+ y�'�,'6 ' • „ I .'1 al a I'IFII + ,,4T,;,'� 7 F' S/S � � N t ,a"n8E tt _ . N� ^r'S 1, � TIP , te,S 5 " 1, , s'' .f,:"•F,�'+�F rt �� �Y^`(C �' A 1 1 �N",�: F� I 1 AppticanV r Owners Name:, V Date. Reviewed: Architect/ Date Cagitteer: /2. (�1�.� Submitted: © ,_ o SCTM : �)�, District: 1.000 Sec(ion: / r7 Block: _ LOC Project n Subdivision Location: r $igle&separate Required cer(ICtcation: tYes f No) / Req. ' ---------_ %aoin�1>islriel: L� Rey (I'm size : • R s' Actual: I ILo�cuvuag�. •14111 pled ��c W Req. Req. (rronl Yard Proposed: V' I (Side Yard p —_---LC [Rear Yard' Proposed' Project Description: AGGNCW •RMiT FQIRID FOR RF�rlrexr N.A. Permit R Suffolk County Health-Dept. NOW York State. D. E:C. r Town Thatees Town Zoning Board approval: �! S Town Planning Board approval: . Flood Plano Elevation??? Flood Zone: w