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HomeMy WebLinkAbout31555-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31675 THIS CERTIFIES that the building NEW DWELLING Date: 07/12/06 Location of Property: 1175 NINTH ST GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 46 Block 3 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 21, 2005 pursuant to which Building Permit No. 31555-Z dated OCTOBER 26, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ROOF OVER CONCRETE PORCH & STEPS AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5735 DATED 7/21/05. The certificate is issued to SCHEMBRI DEVELOPMENT CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0105 05/08/06 ELECTRICAL CERTIFICATE NO. 7003 04/12/06 PLUMBERS CERTIFICATION DATED 05/22/06 WM.SCHWARB PLUMB.&HEATING Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY MAY 2 2 S i This application must be filled in by typewriter or ink and submitted to the Building epartment with the following: gg 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..rJ0, 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,Z $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 5 � g , 0 New Construction: i Old or Pre-existing Building:(check one) Location of Property: IL -76 `tel ' `ti \,_% n House No. Street n amlet Owner or Owners of Property: / v wVv ,X. C - " _ l &o k MY ,, 1 Suffolk County Tax Map No 1000, Section �� _ Block zJ Lot i Subdivision �yrLt &j ✓i( Filed Map. Lot: Permit No. 0165 Date of Permit. b Applicant:(r{ b{ Health Dept. Approval:D(I-� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ J Co-� 3175 Final Certificate: 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. 31555 Z Permission is hereby granted to: ALIDA ROJAS 100 WEST 12TH ST NEW YORK,NY 10011 for Date OCTOBER 26, 2005 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #5735 at premises located at 1175 NINTH ST GREENPORT County Tax Map No. 473889 Section 048 Block 0003 Lot No. 002 pursuant to application dated OCTOBER 21, 2005 and approved by the Building Inspector to expire on APRIL 26, 2007. Fee $ 813.00 ORIGINAL Rev. 5/8/02 04/21/200b 10:03 b318t8Jtbq N/b LLEU 1Nb1`tUIIUVb YFlbt tll Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches, New York 11934 • Tel: 631-878.3500 • Fax: 1531-878-3'T642 Application: 7003 Date:4/)2/06 Issued to: Shoreline Homes Address: 1175 9th St Village: Greenport Introduced By:: M&B Electric License#:3$879-ME was examined and approved up to the above date and was in compliance with the NEC Atklm tstFkxw[ 7 Realidenlial® fool DelGerage Baserrert© 2ndsw o CarrrreraA Hot Tub A/ldlfDn Snitches Receptacles Fixtures G,F.I. Microwave Smoke QefeCtera zs 45 ze s f 1 Fens Dishwasher WasherlAmps Dryer/Amps Oven Range/Amps Carbon Monoxide ul Ras 1 -Ex bath 1 1 1 1 1 Furnace Oil Gas Neal ZOnea Whirlpool Bell Transformers 1 yes T 1 Meter Amps Phase Motor! 1 OOA OH 1 Pillar N�ue.tl fr c�( 6.1iaS6 ixa. Gtr -, This certificate must: not be altered in any manner Equipment: ul Ras 21 06 01:27p Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 17.97].-0959 Schembri Homes i 6319294302 p.1 %2 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: D Building Permit No. Owner: (Please print) 1 _ Plumber: Ao+, '� �lt^' YAC (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. Swom to before me this q day m 12000 Notary Public, �l J�T- I IC-4;;ounty LYNN BURNETT #4915834 Notary Public, State of New Yak Qualified in Suffolk County My Commission Expires 12/21/200 APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 21, 2005 ZB Ref. 5735 — Shoreline Development Corp. (A. Rojas, Owner) Property Location: 1175 Ninth Street, Greenport CTM 48-3-2 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 II 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 5,494 sq. ft. vacant parcel has 56.46 feet along Ninth Street, 95.08 feet along the northerly side lot line, 100.30 feet along the southerly lot line, and 56.26 feet along the rear lot line. The May 21, 2005 survey prepared by Nathan Taft Corwin III indicates the property is referred to as Lot 5 on the 1909 Map of Greenport Driving Park. BASIS OF APPLICATION: Building Department's April 27, 2005 Notice of Disapproval, citing Section 100-244 in its denial of an application for a building permit to construct a proposed dwelling, for the reason that the dwelling will have a front yard setback of less than 35 feet and side yard setbacks, combined at less than 25 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 7, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct a single-family, two- story dwelling with setbacks at 30 feet from the front lot line and combined side yards at 22 feet. REASONS FOR BOARD ACTION: On the [; asis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The amount of reduction is five feet to allow for a the front of the new two-story home, to provide for a 30 ft. depth instead of 25 feet. The proposed 34 ft. width of the new construction does not affect the side yards or rear yard, which will be Page 2 — July 21, 2005 r ZB File Ref. 5735 — Shoreline Development CTM 48-3-2 conforming to the code requirements. There are homes in close vicinity with front setbacks equal to or similar to the applicant's request. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is 5,494 sq. ft. in size with a very narrow width of 56 feet. 3. The variance granted is the maximum that the Board would approve. 4. The difficulty has been self-created, based on the purchase of the lot with knowledge of its size and code setback requirements. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the. neighborhood. 6. Grant of the requested relief is the minimum actionnecessary and adequate to enable the applicant to enjoy the benefit of building a dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Orlando, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the May 21, 2005 survey prepared by Nathan Taft Corwin III and plans dated April 20, 2005 prepared by Robert James Higgins, Architect. 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), Goehringer, Orlando, and Dinizio. (Member Simon was absent.) This olution was duly adopted (4-0). a� Qt, Ruth D. Oliva, Chairwoman 8/ y /05 Approved for Filing W 0 A Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 December 9, 2005 Town of Southold Building department DEC 1 2 US 7_; RE: Schembri Homes Riverhead NY The Americana on 9`h Street, Greenport, NY. Permit # ZB 31555 The Damproofing has been installed as per plans and the New York State Building Code and hereby approved. Sincerely; Robert Higgins, AIA Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 January 29, 2006 Town of Southold Building department 77� - FEB 8 RE: Schembri Homes Riverhead NY The Americana on 9t` Street, Greenport, NY. Permit # 31555 I hereby state that to the best of my knowledge, belief and professional judgment that the plumbing installed and the pressure test for the plumbing pipes was performed on the above project and is in compliance with the New York State building Code amended March 2003. Sincerely; Robert Higgins, AIA Robert James Higgins Architect 50 Hidden Acres Path 2 8 Wading River, NY 11792 631-208-3351 December 27, 2005 Town of Southold Building department RE: Schembri Homes The Americana on 9`h Street, Greenport, NY. Permit # ZB 31555 The Foundation has been installed as per plans and the New York State Building Code and hereby approved. Sincerely; pert Higgins, AIA TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 4 ldfIL9(c: INSPECTOR L TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN ION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACES & CHIMNEY[ ] FIRE SAFETY INSPECTION � �Q�At+n A J,! 1�4 A 1 J A ( DATE LINSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUG LOG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Pi 4) lL DATE INSPECTOR TOWN OF OUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [;]ROUGH P1 FOUNDATION 2ND [N ATIONFRAMING/ STRAPPING [INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE wa /"� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST[ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE DATE © INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST[=NSULATION PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Gj DATE 22 e L 4 2 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ]UNDATION 2ND [ [ FRRAMING STRAPPING [ FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE ( �� INSPECTOR ""WPWMTION (1ST) II ----------------------------------- III...+ .. . ...n' x ..•. ... t .F �._:' 'mm �: k ...... m:. ROUGH FRAMING & PLUMBING INSULATION STATE ENERGY COIDE __ �L✓/I �/L L/ .i L �Mlrr�- AMIN , I r TOWN OF SOUTHOLD PROPERTY RECORD CARD F OWNER STREET / X5 VILLAGE DIST. SUB. LOT,' l (n fk 4 t ' �ORMER OWNER t N E ACR. / ,�i�Iirx!6 lit{ `t S W TYPE OF BUILDING ES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS J, / 73 d. L75555�9-17ccw5�H iar�ta%�i�19 Lfcl, �� �• S .5'4' Y Hct—�p4 4.-lh'H�W W0681 --rurnbulla AGE BUILDING CONDITION VEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value illable 1 illable 2 illable 3 foodland vampland FRONTAGE ON WATER ushland FRONTAGE ON ROAD ouse Plot DEPTH BULKHEAD )tal DOCK COLOR TRIM M. Bldg. Foundation Bath Dinette Extension Basement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms lst Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio O. B. Total TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Disapproved i 2! , 20_�C— 20_ Do you have or need the following, before applying'? Board of Health 3 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: 2' APPLICATION FOR BUILDING PERMIT Date 20 Fid INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for re val or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building codp,,h usiytg code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspection � n z of applicant or name, if a corporation) (Mailing address of applicant) State whether apnplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll br 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 I. Location of land on which pro sed work 9�-p QUI—�C'lfeze House Number Str t County Taxp o. 10,Q0 Section Subdivision 2QN p� j n/ei 1/j (Name) be done F1 M , r. Hamlel Block ,�.. Map•o t_. 2. State existing use and occupancy of premises and a. Existing use and occupancy inn and occupancy of proposed construction: b. Intended use and occupancy--- ) /I Ve- licable): New Building ccupancyding 3. Nature of work (check which applicable): New Buil Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost / 30, P o O Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ­Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front - Rear_. _— Depth Height_ Number of Stories Dimensions of same structure with alterations or additions: FrontRearRear of Stories Depth Height i 8. Dimensions of entire new construction: Front 3 Rear�Depth Height _ � 6 I Number /! of Stories th©��3D 9. Size of lot: FrontDep 10. Date of Purchase, Name of Former Owner �:�1� �/9 �n , -S 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 1� 13. Will lot be re -graded? YES V NO_Will excess fill be removed from premise,? Y _ NO-A-� Nddress/� iQ 2Phone No. 14. Names of Owner *pemis4esW�, CePhone No63�Name of ArchitecAddresSL/L d(r a - Name of ContractAddres�d2 S AnvOP)P a d �°fione Nq�3/-��'�'� Rrvee#,e.W A,Kl (,01 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 BEJtEQUIRED. 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. STA7F NEW YORK) �� n SS: (Name (S)He is the being duly sworn, deposes and says that (s)he is the applicant (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. Si-mw woore me this aay of � 200,5 Notary Public l',�WL BEST VaAt sppy� pp1�01 �omai��� 1� Signature of Applicant Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 10/21/05 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3533 $10.00 Cash Total Paid: $10.00 Name: Shoreline, Development Corportation 102 Sandpiper Drive Riverhead, NY 11901 Clerk ID: BOWED Internal ID: 3533 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: X /2y105 - APPLICANT: DATE SUBMITTED://05 SCTM# DISTRICT: 1,000, SECTION: , BLOCK:, , LOT: SUBDIVISION:6&eN aaIA6 ADDRESS: CITY: ZONING DISTRICT: CONFORMING? xZ BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y O - BP -Z / C/0 Z-_____, INFO BP -Z / C/0 Z- , INFO P -Z / C/0 Z- . , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN. 1997 100-25. Merger.(A nonconforming at anytime after 7/1/8. REQ. LOT SIZE: 1,41-1ACT. LOT SIZE: _Si/9 ,'l REQ. LOT COV. LOT COV. . REQ. FRONT ?f' PROP. FRONT__v)6_d0wIDE 4,91-7-r— ACT. SIDE ©< -7,6k REQ. REAR :a '�_ PROP. REAR ,-3 REQ. AIGHT PROP. litIGHT PROJECT DESCRIPTION: �Jpi,, oot,:c rte., '7p, N - ESTIMATED PROJECT COST: 13 a� UT/ENGINEER: -ff ( llt5 WATER FRONT? DESCRIPTION: , PANEL 9 FLOOD ZONE: BULKHEAD? V DISTANCE? _ Olt APPROVALS REOUIRED SUFFOLK COUNTY HE DEPT. YES or NO, (BED #): DTE: /d/ it/ ? PERMIT #:X10-,03 -&Or TOWN SEPTIC RECEIP Y r N SEP CE IFICATIO : Y or N NEW YORK STATE DEC: PRE -DEC 9/1/75 YES or DTE: SOUTHOLD TOWN TRUSTEES: YES or l DTE TOWN ZONING BOARD APPR TOWN PLAN. BOARD APPROVAL: YES TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES PERMIT #; PERMIT #: PERMTr #: 7'-35 PERMIT #: FEE STRUCTURE: FOUNDATION: (Oab SF FIRST FLOOR: I Ug -c> SF SECOND FLOOR:0 SF SF 1N TT OTHER TOTAL _— TOTAL: _SF FEE . FEE FEE L. (-060 SF)-( T�_D SF)=.2gIC) SFX $, 50 =$+$ f°�) +$ ?. ( SF)- (SF)- SF X $ _$ +$ +$ _ $ 3.( SF)- (SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ �Ep NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:, Ground Snow Load: 45 Wind Speed: 120MPH Seisnuc Design Category: B Weathering:, Severe Frost Depth: 36"' Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: .HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N -- WALL STUDS: Y/N ..__ . GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS:: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N '. LIVE: Y/N DEAD: Y/N 'SNOW: Y/N SEISMIC: Y/N WIND: Y/N, WINDOW -AND -DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N . LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N r RT-IFIC--ATIO T: YR`T - -----__--ENERG-Y-CALC-S -�-Y/N _._-__-_--- TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) IF REScheck Compliance Certificate Permit Number Checked By/Date New York State Energy Conservation Construction Code REScheck Soiiware Version 3.6 Release 2 Data filename: C:\Documents and Settings\robett higgins\My Documents\COPY D 1104\builders\Schembri Homes\greenport\9th street\energy.rck PROJECT TITLE: The Americana, 9th street, greenport COUNTY: Sufblk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW /WALL RATIO: 0.17 DATE: 10/12/05 DATE OF PLANS: 4-20-05 COMPLIANCE: Passes Maximum UA = 351 Your Home UA = 346 1.4% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R ValueU FactorJCA Ceiling 1: Flat Ceiling or Scissor Truss 921 30.0 0.0 32 Ceiling 2: Cathedral Ceiling (no attic) 120 30.0 0.0 4 Wall 1: Wood Frame, 16" o.c. 2100 13.0 0.0 140 Window 1: Wood Frame:Double Pane with Low -E 300 0.350 105 Door 1: Solid 21 0.400 8 Door 2: Glass 66 0.350 23 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 997 30.0 0.0 33 Floor 2: All -Wood Joist/Truss:Over Outside Air 20 30.0 0.0 1 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Prokssional has stamped and signed this page, they. are attesting that to the best ofhis/her knowledge, belief; and professional judgment, sue s Xi1i cations are in mpliance with this Cod/e. Builder/Designer Date 1 O� � A RE~Scheck Inspection Checklist New York State Energy Conservation Construction Code RESclieck Soltware Version 3.6 Release 2 DATE: 10/12/05 PROJECT TITLE: The Americana, 9th street, greenport Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Solid, U -factor. 0.400 Comments: 2. Door 2: Glass, U -lector: 0.350 Comments: Floors: 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: 2. Floor 2: All -Wood Joist/Ttuss:Over Outside Air, R-30.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air 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. Vapor Retarder: Required on the warm -in -winter side ofall non vented framed ceilings, walls, and floors. 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 -factors must be clearly marked on the building plans or specifications. Duct 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 RA [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R- [ ] Retum 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 berated UL 181A or UL 18113. 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 ibr balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable ofautomatically adjusting the space temperature set point ofthe largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source ofcombustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of Nov 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 ofa circulating system. [ ] 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% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. 1.0 1.5 hisulation Thickness in Inches by Pipe Sizes 0.5 Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature ( Fl Un to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes P -i ing_System TMRange F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75. 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) WASHINGTON TITLE INSURANCE 31 Stewart Street Floral Park, NY 11001 516-488-7100 fax 516-488-8839 VARIANCE SEARCH STATE OF NEW YORK) SPECIAL SERVICE HKTF-043S COUNTY OF SUFFOLK) DAVID GELBARD, being duly sworn deposes and says: - THAT he is President of WASHINGTON TITLE INSURANCE COMPANY and has a search made, under the direction of the records and/or the files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for variance a ting the following premises: SUBJECT PREMISES: DIST CT: 1000 1000 SE�ON: 048.00 L048.00 K: 03.00 00 LOT: 002.000 000 That such search includes a chain of titleas he premises'aad all of the adjoining lots. ' That this Affidavit Is made to assist the Board of Appeals of the Town of Southold; to reach any determination which requires as a basis therefore the in m don set -forth herein -and knowing u11 well that the said Board will rely upon this truth hereof Liability is limitedt�he-trousand dollars ($1,0�. WASHINGTON TITLE INSURANCE COMPANY Sworn to before me this 10°i day of February, 2005 I SCHEDULE A (DESCRIPTION) SUBJECT PREMISES DISTRICT: 1000 SECTION: 048.00 BLOCK: 03.00 LOT: 002.000 ALL that certain plot, piece or parcel of land, situate, lying and being at Greenport, Town of Southold, County of Suffolk and State of New York, known as Lot 5 on a map known as "Greenport Driving Park" surveyed by C.H. Bateman and laid out into lots by C.W. Hall, C.E., August, 1909. DISTRICT: 1000 SECTION: 048.00 BLOCK: 03.00 LOT: 029.000 ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate; lying and being near Greenport, Town of Southold, Suffolk County, New York, known and designated as Lot No. 3 on a map known as "Greenport Driving Park" surveyed by C.E. Bateman and laid out into lots by C.W. Hall, C.E., August 1909, bounded and described as follows: BEGINNING at the comer formed by the intersection of the northerly side of Brown Street with the easterly side of Ninth Street; RUNNING THENCE north 12 degrees 12 minutes 10 seconds east and along the easterly side of Ninth Street 56.46 feet to a point; THENCE south 82 degrees 44 minutes 30 seconds east 105.52 feet to a point; THENCE south 6 degrees 53 minutes 30 seconds west 56.27 feet to the northerly side of Brown Street; THENCE north 82 degrees 44 minutes 30 seconds west and along the northerly side of Brown Street 110.74 feet to a point or place of BEGINNING. SUBJECT PREMISES DISTRICT: 1000 SECTION: 048.00 BLOCK: 03.00 LOT: 029.000 1. Sarah Ellen Hulse a/k/a Sarah E. Hulse, Dated: 1/2/51 widow and sole devisee under the last wit and Recorded: 1/5/51 testament of Daniel H. Hulse ✓ liber 3170 page 558 to Royal Toner �+ 2. Clarice Ryan Toner as executrix of Royal Toner Dated: 9/30/60 to % Recorded: 10/17/60 Joseph Mullen and Marion Mullen, his wife j�� liber 4890 page 163 3. Marion Mullen, widow of Joseph Mullen Y Dated: 7/5/63 to /' Recorded: 7/8/63 Oscar Goldin liber 5375 page 68 4. Oscar Goldin Dated: 12/20/67 to J Recorded: 3/28/69 Nolan Crenshaw and Frances Crenshaw, his wife liber 6526 page 97 5. Nolan Crenshaw and Frances Crenshaw, his wife` Dated: 3/24/78 to f Recorded: 3/31/78 Nathaniel Lyburd and Margaret Lyburd, his wife liber 8407 page 253 6. Nathaniel Lyburd and Margaret Lyburd, his wife to Riverside Homes, Inc. / 7. Riverside Homes, Inc. to Nathaniel Lyburd and Margaret Lyburd 8. Nathaniel Lyburd and Margaret Lyburd, his wife to,., Alida RojaDre�cor (last deed ) Sworn to before me this 10°i day of February, 2005 Notary Dated: 3/22/79 Recorded: 4/6/79 liber 8607 page 131 Dated: 12/26/79 Recorded: 12/28/79 liber 8752 page 578 Dated: 4/19/85 Recorded: 5/85 liber 9787 pagb 26 01 A -YE o gy AW11 A,,v S 1(4 lu -F 561. WASHINGTON TITLE INSURANCE COMPANY York ,ty 22, 2011 BY: t+iD-t President I SUBJECT PREMISES DISTRICT: 1000 SECTION: 048.00 BLOCK: 03.00 LOT: 002.000 1. Marvin Shapiro to Oscar Goldin 2. Oscar Goldin to Marvin Dawson and Rose Dawson, as joint tenants 3. Harold F. Dawson Sr. surviving husband and sole legatee of Rose Dawson (said decedant being surviving joint tenant) to Hatold F. Dawson, Jr. 4. Harold F. Dawson, Jr) to Stirling-Greejiport Really, Ltd. 5. Stirling -Greenport Realty, Ltd. to Robert I// P. Turnbull 6. Robert P. Turnbull. to Alida Rojas � (last deed of tecvfd)/ i Sworn to before me 10`h day of February Dated: 10/18/55 Recorded: 10/19/55 liber 3997 page 312 Dated: 6/19/59 Recorded: 6/22/59 liber 4644 page 583 Dated: 1/20/67 Recorded: 1/24/67 liber 6105 page 324 Dated: 12/11/73 Recorded: 12/20/73 f liber 7555 page 579 Dated: 3/15/85 Recorded: 3/26/85 liber 9759 page 200 Dated 3/31/88 r-^ Recorded:4/,,3!$$ liber 10582 age 1 .-' WASHINGTON TITLE INSURANCE COMPANY ADJACENT PREMISES DISTRICT: 1000 SECTION: 048.00 BLOCK: 03.00 LQ'I': 028.000 1. Ruth N. Bennard to Oscar Goldin 2. Oscar Goldin to Maleta Warner / 3. Maleta Warner to Harold Dawson and Rose Dawson, his wife as tenants by the entir-14 4. Harold Dawson, surviving tenant by the entirety to Frederick Dawson ' 5. Frederick Dawson to Percey B. Wilson and Sadie J. Wilson, his wife 6. Percy Wilson and Sadie Wilson to Joann SchellenbacH and Alida Rojas (last deed of record) Sworn to before me this 101" day of February, 2005 TEMESA CACI Notary No .1101 Stal CA6 (;Iualilled In Nal commission Expire9 t Dated: 17/7/53 Vit, Recorded: 11/9/53 liber 3608 page 431 Dated: 2/13/59 Recorded: 2/16/59 liber 4587 page 212 Dated: 7/7/60 Recorded: 7/19/60 liber 4843 page 378 Dated: 6/2/66 Recorded: 6/7/66 liber 5969 page 360 Dated: 4/17/70 Recorded: 4/17/70 liber 6731 page 181 Dated: 1/3/83 Recorded: 1/14/83 liber 9299 page 508 WASHINGTON TITLE INSURANCE COMPANY of New YorK 13690 RU counifl vernber 22, 200 ., Yresrttent ADJACENT PREMISES DISTRICT: 1000 SECTION: 048.00 BLOCK: 03.00 LOV02. Sarah Ellen Hulse, widow and sole devisee under Dated: 5/3/51 the last will and testament of Daniel H. Hulse Recorded: 5/7/51 to liber 3212 page 123 Frank S. Cunningham and Amelia S. Cunningham, his wife as tenancy by the entirety 2. Amelia S. Cunningham a/k/a Amelia Cunningham to Oscar Goldin 3. Oscar Goldin to Frank Lyburt 4. Frank Lyburt to Peter Krasnow 5. Peter Krasnow to Peter Krasnow and Christine Cerny, his wife (last deed of record) Sworn to before me this I& day of laebruary, 2005 Dated: 12/15/64 Recorded: 12/21/64 liber 5673 page 284 Dated: 3/5/70 Recorded: 3/13/70 liber 6716 page 259 Dated: 8/19/85 Recorded: 8/23/85 liber 9858 page 361 Dated: 3/10/96 Recorded: 6/11/96 liber 11777 page 804 WASHINGTON TITLE INSURANCE COMPANY / 1 'fEFlESA L'AGCIUI Nei Votk NolaryNobllOa�CA6033890 pualllled ii rallovemb9l QOU ADJACENT PREMISES "/ DISTRICT: 1000 SECTION: 048.00 BLOCK: 03.00 LOT: 003.000 1. Walter E. Phelps and George F. Alexander as executor Dated: 5/3/27 to Recorded: 11/13/42 Frank Cunningham and Amelia Cunningham liber 2261 page 418 x 2. Amelia S. Cunningham Dated: 12/15/64 to Recorded: 12/21/64 Oscar Goldin liber 5673 page 284 { 3. Oscar Goldin Dated:8/8/73 to Recorded: 9/18/73 Stirling -Greenport Realty Ltd. liber 7492 page 87 4. Stirling -Greenport Really Ltd. Dated: 3/22/75 to Recorded: 3/31/75 Eileen S. Tumbull . ` liber 7817 page 433 5. Eileen S. Turnbull Dated: 10/1/76 to Recorded: 10/14/76 Frank A. Field liber 8122 page 245 6. Frank A. Field i Dated: 3/17/84 to Recorded: 4/6/84 Frank A. Field RealInc. liber 9541 page 383 7. Frank A. Field Realty Inc. Dated: 10/8/91 to Recorded: 10/18/91 Todd Jensen liber 11355 page 355 (last deed of record) Sworn to before me this 10°i day of February, 2005 Notary Expires WAS TON TIT DAVID ( President c COMPANY 7. ADJACENT PREMISES / DISTRICT: 1000 SECTION: 048.00 BLOCK: 03.00 LOT: 001.000 L Oscar Goldin to Ruscon Construction Company, Inc. 2. Ruscon Construction Company, hie. to Melvin E. Yeales and Irene Yeates 3. Max W. Hollander; Referee to The Franklin National Bank of Long Island Dated: 1/10/56 Recorded: 1/12/56 liber 4053 page 450 Dated: 6/6/56 Recorded: 6/10/58 liber 4470 page 456 Dated: 8/3/62 Recorded: 9/5/62 liber 5225 page 497 4. The Franklin National Bank of Long Island' Dated: 8/9/62 to Recorded: 9/5/62 Neal J. Hardy as Federal Housing Commissioner liber 5225 page 465 5. Philip N. Brownstein, successor to Neal J. Hardy Dated: 9/2/65 as Federal Housing Commissioner Recorded: 9/25/65 to / liber 5825 page 489 Willie Brown 6. Willie Brown J Dated: 2/26/65 to Recorded: 3/5/65 Edward J. Whittle and Tu'utanga Whittle liber 9746 page 334 7. Edward J. Whittle and Tu-utanga Whittle to Edward J. Whittle J'. 8. Edward J. Whittle to Clementine Jane Rosa (last deed of record) Sworn to before me this 10 day of February, 2005 Dated: 6/15/94 Recorded: 6/30/94 liber 11683 page 511 Dated: 8/25/98 Recorded: 9/t4/98 liber 11916 page 752 rtt. WASHINGTON T ' E COMPANY BY: ---DAVID GELBARD- President TERECA t:ACCIOPPQi.I Notary Public, Slate of t•!c•> Inrk No. ULCA6033690 I' Oualilled in Nassnu (" Counnission Expires Novuu,l�er 22, 200) Q ` t�� O Sl 3 loy ss 3 z !9 33 30 31 128 25 24 uA a ,e A 21 nn I = 1 43 I tM O --A aim AU' t rc F- twt I tm I — 0o is N 41.1 91 4 CORWW i X20 I pA1e)i tm no I i tM I un �anl I I '°• • d+ �, 9 10 as x+ x �• 5 tm 1 tat R �°° se s0 xi. A O ST. FLINT so so " so se so too 29 un 28 27 26 25 24 23 22A � nn oilm+ np rcn � t� m� (m to so so so s° to too too � rcn � ttn ml i trn ((n (1141 an 9 34 3� 136.1 37 38 39 31.1 m 32 s° s0 tie ss so0 S0 ip LINNET STt S. D. Wp"o so so " I 10I t" , 0 I N 3 m W' 3 at 4 25.1 7.1 1 7.2 �l I I I I 1 k � I 16W x Dun tie to to I '" 1 i i rcu un i rca so I— �n un X28. uz tt41 un tm an unto t:41 un i Fy tm x 2T 26 24 so 23 22 21 204 I so tl so L O ST: BROWN I SUr"rOj"I'l c i "T' STAKE UNNE T rl Sy ^ 00 N h d' J S 82045'40" E STREET DWELLING (USES PUBLIC WATER) LOT O N 82°45'10" W HE.4UR SERVICES PEAMIT FOR APPROVAL OF VONSTRUCTION FOR /A o GLE FAMILY RLSIiME ON! sl DATE `L_ i1§REF NO. l 0 � OS -0/0 APPROVED FOR MAXIMUM OF -_ BEDROOMS EXPIRES THIRFE FT:OMI DATE OF APPROVAL GARAGE I LOT O DWELLING (USES PUBLIC WATER) TEST HOLE DATA (TEST HOLE DUG BY Mc DONALD GEOSCIENCE ON MAY 7, 2005) ON UNE 95.08' 32.5 wooD STS FENCE WOOD LOT O 36' GARAGE IZS.--�'1 100.30' 3 O a zo �D z M to N -' - tp Cp O 3 a W V u 0' ft BROWN IRNA OL I. TOWN SILTY SAND SM 2.5' &E BROWN FINE SP I MEDIUM SND 12.2 ITER IN AE BROWN FINE SP MEDIUM SAND n' SURVEY OF LOT 5 MAP OF GREENPORT DRIVING PARK FILE No. 369 FILED DECEMBER 1, 1909 SITUATED AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-48-03-2 SCALE 1 "=20' MAY 21, 2005 AREA = 5,494 sq. if. 0.126 aa. NOTES: 1. THE HOUSE AREA IS 1,020 sq. ft. OR 18.6% OF TOTAL LOT AREA. 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: lU 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' dia. ® PROPOSED LEACHING POOL ® PROPOSED SEPTIC TANK 5. IF THE SEPTIC SYSTEM HAS TO BE REPLACED IF THE FUTURE, IT IS TO BE REPLACED IN-KIND AND IN -PUCE. 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. UNAUTHO = ALTE Mm OR AIMON ro NYS SURVEY 6 A IMIAANON OF SECTIO! 7209 OF THE NEW YORK STATE EDUGTOI INY. COPIES OF RYS sUTEY WP NOT BFARNG TIIE wIO SURVEYOR'S mm slP OR nleaasED SEM SIWL NOT BE COgSaEREO N BE A WM ,ROE COPY. I, ; _ LDNN1GIpNs XnrATEO HFIEpI SIYYL RUN _ " . r - - � ONLY N TIE PERSON fi1R WNOY INE SUREY Yi PPf4ARED, AND M N6 BEIYLLF ro TIE RRE COII OMFTOINEMN AGENDA MIO TO INSIRNMIN , S NDTEON, AND TU TIE A IFIEE5 OF 111E NOT YLiil- TUINIL CERTRIGMWS ME NOT TRANSFEPIWIE. ME EXISTENCE OF RIONT OF WAYS AND/OR EASEMEN S OF RECORD. IF ANr, NUT sINIWIN ARE Nor cuARANTEEO. �4e jp.FTOQ'P.�� ZP .y Nathan Taft Corwin III Land Surveyor 992 Roanoke Avenue Riverhead, New York 11901 PHONE & FAX (631)369-5473 INNET to ,N DO M S 82°45'40" E STREET LOT O CONCRETE FOUNDATION IRE FENCE GENERALLY ON95, LINE O"'' al of WOOD SrAK[ FENCE 2.9'W. LOT O -I — T nl OD STAxE SE WORD ' GARAGE 1.4'S. STAKE 3.4'W, N 82a45'1p„ W FRAMEGARAGEGARAGE 2 S. LOT O U 4 0 100.30' LLM Us I co S. 0.9'W_ O SURVEY OF LOT 5 MAP OF GREENPORT DRIVING PARK FILE No. 369 FILED DECEMBER 1, 1909 SITUATED AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-48-03-2 SCALE 1"=20' MAY 21, 2005 DECEMBER 11, 2005 FOUNDATION LOCATION AREA = 5,494 sq. ft. 0.126 Do. CERTIFIED TO: SCHEMBRI DEVELOPMENT CORPORATION COMMONWEALTH LAND TITLE INSURANCE COMPANY UNAUDICRIZED ALTERATION OR ADDITION TO THIS SURVEY ISA NOTATION OF SECTION 7209 OF THE NEW YORK STATE EDUCAMN AW. COPIES OF THIS SUINEY NAP NOT BFARRNG THE ID SUWIEORS LAKED SEK OR EMBOSSED SEK SI NOT K CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS K ffl TED HEREON SN RUN ONLY TO THE PERSON FOR WHON THE SURVEY IS PTSPMED, AND OR H6 BEIYIF TO THE TITLE COMPANY. GOVERNNEMK AGE)KY AND IENOINO INSTITUTION USTED HEREON, ,AND TO THE ASSIGNEES OF THE LENum INSD- lUTION. CERI'lMMOMS ARE NOT TRANSSTRAftf. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. IN NCCOMAOCE WITH UNNET STREET Y ON LIN WOOD SA FENCE 2,g•W �1 LOT O V 1 —>LT LATH 2 N 1_V OD STAKE GARAGE t.q'g, SET WO( STAKE 3.4' N 82°,E,5'10„ W RAMS GARAGE YJ GARAGE 1.2•S. LOT O 100.30' DWELLING (USES PUBLIC WATER) In TEST HOLE DATA (TEST HOLE DUG BY Mc DONALD GEOSCIENCE ON MAY 7, 2005) 0' NRN BROWN LOAM OL Y TOWN SILTY SAND SM 2.5' NLE BROWN FINE SP 1 MEDIUM SAND 12.2 AMR IN NLE BROWN FINE SP l MEDIUM SAND 17' SURVEY OF LOT 5 MAP OF GREENPORT DRIVING PARK FILE No. 369 FILED DECEMBER 1, 1909 SITUATED AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-48-03-2 SCALE 1"=20' MAY 21, 2005 AREA = 5,494 sq. ft. 0.126 ac. �1 NOTES: 0W 1. THE HOUSE AREA IS 1,020 sq. ft. OR 18.6% OF TOTAL LOT AREA. J U DO N ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ,32-9 h UNAUINO ZED ALTERATION OR ADDITION EXISTING ELEVATIONS ARE SHOWN THUS: 300 itto (f) (1) co N 3. Q W Q U, EDUCATION IAW, DWELLING 2 Q (USES PUBLIC WATER) W �30 82045'40" LOT O —W W 33.35 E IRREGULAR 2 POOLS; 6' DEEP, 8' dia. W— WOOD W—W� POST & WIRE FENCE GENERA A 2 N TO BE TO BE A VAUD TRUE COPY, UEC Q 3p, -_ 3 0 CERIIRCATIONS INDICATED HEREON SHALL RUN EWA ser rH 1 `�"' O IS RIMMED, AND ON HIS BEHALF TO THE SET LATH ( 3 ^ W IF THE SEPTIC SYSTEM HAS TO BE REPLACED IF THE FUTURE, IT IS TO BE M O N� CD REPLACED IN-KIND AND IN-PLACE. TO THE ASSIGNEES OF THE LENOING INSTI- -I®) a o Z 3 6. PROPpSED a M N, �+oUSE m OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. J 01 33.0 p 3 a TEST HOLE O Lr) 1 a o SET'TH 30, Y ON LIN WOOD SA FENCE 2,g•W �1 LOT O V 1 —>LT LATH 2 N 1_V OD STAKE GARAGE t.q'g, SET WO( STAKE 3.4' N 82°,E,5'10„ W RAMS GARAGE YJ GARAGE 1.2•S. LOT O 100.30' DWELLING (USES PUBLIC WATER) In TEST HOLE DATA (TEST HOLE DUG BY Mc DONALD GEOSCIENCE ON MAY 7, 2005) 0' NRN BROWN LOAM OL Y TOWN SILTY SAND SM 2.5' NLE BROWN FINE SP 1 MEDIUM SAND 12.2 AMR IN NLE BROWN FINE SP l MEDIUM SAND 17' SURVEY OF LOT 5 MAP OF GREENPORT DRIVING PARK FILE No. 369 FILED DECEMBER 1, 1909 SITUATED AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-48-03-2 SCALE 1"=20' MAY 21, 2005 AREA = 5,494 sq. ft. 0.126 ac. 0.9'w NOTES: 0W 1. THE HOUSE AREA IS 1,020 sq. ft. OR 18.6% OF TOTAL LOT AREA. J U 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ,32-9 Wm UNAUINO ZED ALTERATION OR ADDITION EXISTING ELEVATIONS ARE SHOWN THUS: 300 3 Q. SURVEY IS M THIS SURI$ A NOIADON OF N 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. Q U, EDUCATION IAW, 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP (� 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. THE ANOSSE SURVEYORS INOT SEAL OR 2 POOLS; 6' DEEP, 8' dia. 3 TO BE TO BE A VAUD TRUE COPY, UEC PROPOSED LEACHING POOL CERIIRCATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY ® PROPOSED SEPTIC TANK O IS RIMMED, AND ON HIS BEHALF TO THE Z 5. IF THE SEPTIC SYSTEM HAS TO BE REPLACED IF THE FUTURE, IT IS TO BE M O Q REPLACED IN-KIND AND IN-PLACE. TO THE ASSIGNEES OF THE LENOING INSTI- 3 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD THE EXISTENCE OF RIGHT OF WAYS OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. J 01 (O CO p 3 a O Lr) U o W N '^ PREPARED IN ACCORDANCE WITH THE MINIMUM 0.9'w 0W CD 3 Z J U Wm UNAUINO ZED ALTERATION OR ADDITION Q 3 Q. SURVEY IS M THIS SURI$ A NOIADON OF N SECTION 7209 OF THE NEW YORK STATE Q U, EDUCATION IAW, W (� COPIES OF THIS SURVEY MM NOT BEARING THE ANOSSE SURVEYORS INOT SEAL OR ED SEAL S NOT CONSIDERED SI TO BE TO BE A VAUD TRUE COPY, UEC CERIIRCATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS RIMMED, AND ON HIS BEHALF TO THE TIZE COMPANY, GWERNMENTAL AGENCY MID LEYDING INSTITUTION USTED HEREON. AND TO THE ASSIGNEES OF THE LENOING INSTI- TUMN, CERTIFICATIONS ME HOT 1RANSFERMLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. TEST HOLE DATA L (TEST HOLE DUG BY Mc DONALD GEOSCIENCE ON MAY 7, 2005) SURVEY OF D LOT 5 T A T T� /tel. l/ �®VI 1\VI LINNET DARK BROWN LOAM OL '• MAP OF �' �'�'���� BROWN SILTY SAND SM GREENPORT DRIVING PARK FILE No. 369 FILED DECEMBER 1, 1909 SITUATED AT PALE BROWN FINE 5P GREENPORT TO MEDIUM SAND 3 TOWN OF SOUTHOLD N 12.2 SUFFOLK COUNTY, NEW YORK Ju DO n WATER IN S.C. TAX No. 1000-48-03-2 IJ PALE BROWN FINE SP TO MEDIUM SAND SCALE 1"=20' 4 W ' 17MAY 21, 2005 NN ti 0OW 011-0 DWELLING Q ¢ (USES PUBLIC WATER) AREA = 5,494 sq. ft. r , � ^� � I 2 < w o 82R0 LOT 0 0.126 ac. '� 45'4 _ �3 333S W „ W W IRREGULAR W LAJ -w R WOOD POST W� & WIRE PENCE GENERALLY ON 95 0oT LINE V NOTES: 1. THE HOUSE AREA IS 1,020 sq. ff. OR 18.6% OF TOTAL LOT AREA. O' O 32.5 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM CROPSED — EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 SET TH WOOD STAKE 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. (v ( ° FENCo SET LATH E 29'W� 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP t i <� 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. (telv N �q Go LOT O I' 2 POOLS; 6' DEEP, 8' die. a 4 PROPOSED LEACHING POOL HO SE PROPOSED SEPTIC TANK m 5. IF THE SEPTIC SYSTEM HAS TO BE REPLACED IF THE FUTURE, IT IS TO BE w M O c REPLACED IN—KIND AND IN—PLACE. J� Cp Z 3 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 33.0 w LO N " OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TEST HOLE a Cti LU h SET LATH �� SET LATH to 33 z Z ry SET WOOD STAKE PREPARED IN ACCORDANCE WITH ME MINIMUM sr SURVEYS AS ESTABLISHED 5. PPROVED AND A)OPTEp SET WOOD vF fQ��L' Y1- YORK STATE IFNp f�ll� GARAGE 1.4'S STAKE J.a•w. .NFT COR'p,� Nj�� 8 <' 45' 1 p „ W FRAME GARAGE GARAGE 32,4 _-fS CKAD y�P'q l.pS. LOT 4 w FEN FENCE CE ti q Z O 100 .3 w3 0' P 2.0'S 0.9'W- 4 wh DWELLING W (USES PUBLIC WATER) J S2 N.Y.S. Li E. No. 50467 D, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOUTION OF .� N Q y, CTION 7209 OF THE NEW YORK STATE SEEDUCTION AW I. LC OF ME SURVEY I MAP NOT BEARING Nathan Taft Corwin III THE ME INKED SEALS LA SSE AU CON. OR SI EMBOSSED SEAL SHAH NOT BE CONSIDEREE TO BE A VAUD TRUE COPY. Land Surveyor 1 urveyor CERIFICATIONS INOICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HE BEHALF TO TIE TITLE COMPANY, GUARNMENTAL AGENCY AND LENDING INSTITUTION LISPED HEREON, AND E TO TIE ASSIGNEES OF ME LENDING INST- 992 TO MEON. INSTRABLE. Roanoke Avenue CERNFlGTOF PENT LG THE EXISTENCE OF RIGHT OF WAYS Riverhead, New York 1 1901 ANI AND, NOT ESHOWN �ARE FNOTDGUARANTEED. PHONE FE FAX (631)369-5473 xf�2 2 r S 1 -E EE:' I N„ roN 's LOT O 3 S 82R45'40.> E W ^� WATERLIN�FLij ENC�Y IRREGU(gR W00D PoST & WIRE FENCI `tet ref F' _ 30_y F N SEPTIC _ ` fTF�C` of Z O TANK \ rO-I CHIMNEY 94 0l o-� "� U N w / 1 z00" m 2 STORY FRAME HOUSE a � s LANDER CZSSTRA�CTION) 16 W�0 ST t N 82°45'10" W Y ON LINT FENCE LOT O U W 4 I ---__._36.5' _ OI nll I 1 GAIZgCE 1.4'S. w W01 S AKE 3.4 FRAME GARAGE GARAGE 1.2'S. LOT O 100.30' STAKE O.L E./W. F APR 2 6 2006 JU 0.9'W. O- N SURVEY OF LOT 5 MAP OF GREENPORT DRIVING PARK FILE No. 369 FILED DECEMBER 1, 1909 SITUATED AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-48-03-2 SCALE 1"=20' MAY 21, 2005 DECEMBER 11, 2005 FOUNDATION LOCATION MARCH 25, 2006 FINAL SURVEY AREA = 5,494 sq. ft. 0.126 ac. CERTIFIED TO: SCHEMBRI DEVELOPMENT CORPORATION COMMONWEALTH LAND TITLE INSURANCE COMPANY IRMMDpiIZED mxfl TON OR M)UMN To TNM AIN 6 A MOUTION OF SECTION 7209 OF THE NEW YORK STATE U EuGlow .. COPIES OF TAS SURVEYYM NOT BEARING Tff UNO SDM2YOR'S INKED SGL OR EMBOSSED SEK $NIL NOT BE OMSNIERED TO BE A VMA) TRUE COPY. CEFIFN Ig1S INET TEO NERECN SN41 RON ONLY TO THE PERSON MR WHOM THE SURVEY 6 PREPIAED. ANO ON N6 BEN4E TO THE TIRE CONPNV. GOYERNMEMIL K.ENLY N0 IENDNG INSTRUFON USTED HEREON. AND TO TM ASSIGNEES OF TA! IE w MST- "". CERT DONS ME NOT TWNSYTRI$1 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. GENERAL CONSTRUCTION NOTES 12. Basements with habitable space and every sleeping room shall have 23. glazed openings in Wood -Borne debris regions (areas within•„ hurricane prone regions within 1 mile of the coastal high water Double joists under pare e,pa rons Double around openings in floor and roof framing. at least one operable emergency escape as follows: Sill height of not more than 44 inches above the floor. line were the basic wind speed is 110 miles per hour or greater 1. All construction shall conform to the Residential Code of New York State- 9 A. Minimum net clear opening of 5.7 sqaure feet. or 120 miles per hour, shall meet the requirements of the large effective January 2003, and all Local Building and Zoning Codes and the Except grade floor openings shall have a minimum net clear Missle test ASTM E 1996 and the ASTM E 1886 New York State Energy Conservation Construction Code. ALL CODES opening of 5 square feet. o p 9 q referenced therein. Shall supercede the drawings and shall be incorporated into the B. Minimum net clear opening height shall be 24 inches- All electrical, Mechanical and Plumbing shall conform to all State, Local drawings WHETHER they are indicated on the Plans or NOT. C. Minimum net clear opening width shall be 20". A. EXCEPTION: Wood u panels with a minimum of thickness of 7/16 inch 2. The reference Standard that was utilized in the Design of the D. emergency escape and rescue openings shall be operational from the inside of the room without use of keys or tools. maxi s an of 8 feet shall be permitted for opening and a maximum the structure is the AMERICAN FOREST & PAPER ASSOCIATION agencies. The General Contractor sahll be reponslble for all installation, protection, Panels shall be precut to cover the glazed openings Wood Frame Construction Manual for one and two family dwellings 1995 High Wind edition. (800-890-7732) THIS MANUAL shall 13. No back -fill shall be placed against the soundation wells the first floor framing is in place or brace the foundation with attachment hardware Label all panels and store in provided In the table below. a clean dry area of the house. be incorporated into the drawings WHETHER they are indicated until Attachements shell be provided in accordance with the table on the plans or NOT. II 1 rt'It and underwhiripool tubs as follows: DESCRIPTION NUMBER OF COMMON NAILS 120(MPH) 14. Double joists under pare e,pa rons Double around openings in floor and roof framing. 3. Written Dimensions take precedence over scaled dimensions RAFTER TO TOP PLATE (TCE NAILED: 3-8D 4. The contractor prior to the start of construction shall verify all 15. Metal flashing shall be Installed were concrete abuts wood, CEILING J015T5 TO PARALLEL RAFTERS (FACE NAILED, dimensions, existing or new and be responsible for field fit. EACH LAP amd were decks abut house framing. 5. All electrical, Mechanical and Plumbing shall conform to all State, Local 16. Install joist hangers at all Rauh structuralload bearing conditions. EACH TIE and County Codes and shall be inspected and approved by the governing 17. ALL habitable rooms shall be provided with aggregate glazing area RIM BOARD TO RAFTER FEND NAILED) agencies. The General Contractor sahll be reponslble for all installation, EACH END of not less 8 percent of the floor area of that room, and the minimum -1-160 materials, design and code compliance. RAFTERS TO RIDGE, VALLET OR HIP (FACE NAILED, operable area to the outdoors shall be 4 percent of the Noor area being 6. The Plumbing system shall be installed in acoordance with Chapters ventilated. Refer to Code section R303. TOP PLATE TO TOP PLATE (FACE NAILED) 25 - 32 of the residential Code of New york. 18. All window and door headers to be 2-2x10 unless noted otherwise. 7. The Electrical equipment and wiring shall be installed in accordacne 19. Vent dryers to exterior and bathrooms shall have mechanical ventilation 24 ON CENTER with Chapters 33 - 42 of the Residential Code of New York State. 160 where no window is provided on a separate switch. 8. The mechanical System shall be installed in accordance with Chapters 20. Guardrails are required where the difference in GRADE is more than 2-16D NOTE I 12 - 24 of the Residential Code of new York State. DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSE- OF END J015TS FACE NAILED IN LAPPED AREA 30 inches and openings in guardrails to be 4 Inches maximum apart. 9. All Footings shall bear on Virgin, undisturbed soil with a minimum 4-6D Handrails are requried on stairs with 2 or more risers CONTINUOUS HEADER TO STUD (TWO PIECES) bearing capacity of 1 -TON per square Foot. 21. Smoke Alarms: Shall be provided in each sleeping Room, outside of 10. Poured in Place concrete shall have an ultimate compressive strength BUILT UP GIRDERS AND BEAMS, 2 -INCH LUMBER LAYERS each separate sleeping area in the immediate vicinity of the bedroom and on each story of the dwelling, Including basement and cellars. Alarms *i at 28 days of 3000 psi. Except exposed slabs, garage slabs and steps All be In accordance with Chapter 4 of the shall be interconnected and hardwired to a commercial source. FLOOR FRAMING shall be 3500 psi. work shall Residential Code of New York State. All Concrete shall conform to WHENEVER an alteration, additon, or conversion Is made to an existing residence, the smoke detection system of the ENTIRE residence must be 4-9D the latest ACI standards. BRIDGING TO J015TS ,TOE NAILED) brought up to code, hardwired and Interconnected. Code section R317.1.1 11. Base design value for visually graded dimensional lumber, IE; Joists, studs 22. Carbon Monoxide Alarms: All CO alarms shall be connected directly to the lighting BLOCKING TO SILL OR TOP PLATE ,TOE NAILED, Rafters and All framing lumber shall be DOUG -Fir #2 or better, E=1.6, FID = B75psi, (based on table 4A WFCM), repetitive member shall bel 006 psi. EACH BLOCK circuit with no Intervening well switch. Battery -powered alarms are not allowed. CO alarms are required on each level on which sleeping quarters are located. 3-16D Nailing Schedule for Lateral and Shear JOIST ON LEDGER TO BEAM TEND NAILED, ROOF SHEATHING ATTACHMENT REQUIREMENTS EACH JOIST BAND JOIST TO J0157 (END NAILED) Connection requirements in exposure - B & C BASED ON TABLE 3.8 OF THE 1995 WFCM HIGH WIND ADDITION 2 -ISD NOTE I PER FOOT Maximum Nail spacing for 8d Deformed nails BASED ON TABLE 3.1, 3.3A, 3.4, 3.1 OF THE WFCM 1995 HIGH WIND ADDITION DESCRIPTION NUMBER OF COMMON NAILS 120(MPH) NAIL SPACING ROOF FRAMING Spacing At panel At Intermediate RAFTER TO TOP PLATE (TCE NAILED: 3-8D EACH RAFTER CE'LING JO'ie7S TO TOP PLATE TOE NA -LED) 3-0D EACH J015T CEILING J015T5 TO PARALLEL RAFTERS (FACE NAILED, 4-%D EACH LAP CEILING J01575 LAP OVER PARTITIONS /FACE NAILED. 4-16D EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED. 4^aD EACH TIE BLOCKING TO RAFTER (TOE NAILED) 2-eD EACH END RIM BOARD TO RAFTER FEND NAILED) 2-16D' EACH END RAFTERS TO RIDGE VALLEY OR HIP (TOE NAILED, -1-160 EACH RAFTER RAFTERS TO RIDGE, VALLET OR HIP (FACE NAILED, 3-160 EACH RAFTER WALL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) 2-160 NOTE I PER FOOT TOP PLATE AT INTERSECTIONS ( FACE NAILED) 4-160 JOIST- EACH SIDE STUD TO STUD ,FACE NAILED) 2-160 24 ON CENTER HEADER TO HEADER (FACE NAILED, 160 16" O.0 ALONG EDGES TOP AND BOTTOM PLATE TO STUD -16M EACH STUD BOTTOM PLATE TO FLOOR JOISTS OR BANG JOIST5 2-16D NOTE I PER FOOT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSE- OF END J015TS FACE NAILED IN LAPPED AREA a -16D CONTINUOUS HEADER TO STUD TOE NAILED) 4-6D CONTINUOUS HEADER TO STUD (TWO PIECES) Ibd 16" o. c. along ewh ®dga BUILT UP CORNER STUDS IOd 24" ON CENTER BUILT UP GIRDERS AND BEAMS, 2 -INCH LUMBER LAYERS ice *i - NAIL EACH LAYER AT 23-INCHE5 ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS, 2 -NAILS AT EACH END AND AT EACH SPLICE FLOOR FRAMING JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED) 4-9D EACH J016T BRIDGING TO J015TS ,TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS ,TOE NAILED: 2-a0 EACH END BLOCKING TO SILL OR TOP PLATE ,TOE NAILED, 3-16D EACH BLOCK :EDGER TO STRIF BEAM ,FACE NAILEDI 3-16D EACH JOIST JOIST ON LEDGER TO BEAM TEND NAILED, 3 -SD EACH JOIST BAND JOIST TO J0157 (END NAILED) 3-16D EACH JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2 -ISD NOTE I PER FOOT NOTE I NAILING REOWREMENT5 ARE BASED ON WALL 5HEATHTING NAILED 6- CN -"NF1 n' rr c..�aw. F(SErNOTr Panel Span 120 (MPH) LOCATION Spacing At panel At Intermediate ) less than or edges edges INTERIOR ZONE 12 0.0. 6" 12" 2-1/2" #6 Wood 16" O.C. 6" 12" PERIMETER EDGE ZONE 12" o -c. 6" 6" on center 16" O.M. 6" 6" Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter' head. the fasteners shall penetrate through the roof Sheathing and comply with ASTM F 1667 All asphalt shingles shall have self -seal strips or be interlocking, and comply with ASTM D 225 or ASTM D 3462 For normal applications, asphalt shingles shall be secured to roof with not less than six fasteners per strip. The Underlayment shall applied with corrosion -resistant fasteners in accordance with the manufacturer's installation instructions. fasteners are to be applied along the overlap not farther apart than 36 inches on center. NOTE A: For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, Include on each side of the roof peak; the 4 -foot perimeter edge zone attachment requirements shall be used. WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.9 OF THE 1995 WFCMI HIGH ADDITION hAnviml im Nail cnacina for 8d common nails Fastener Schedule for wood plywood panels TABLE 1609.1.4 Fastener' Panel Span 120 (MPH) SHEATHING LOCATION Spacing At panel At Intermediate (SEE NOTE A) less than or edges edge* INTERIOR ZONE 12 a.e- egaul to 8' 2-1/2" #6 Wood Ib O -C. 6" I2" 4 -FOOT EDGE ZONE 12' O.C. 6" 6" on center Ib' O.O. r. 6.1 Fastener Schedule for wood plywood panels TABLE 1609.1.4 Fastener' Panel Span Panel Spam Panel Span Type Less than or less than or less than or FLOOD HAZARD equal to 4 feat equal to 8 feet egaul to 8' 2-1/2" #6 Wood 16 inches 12 inches g inches Screw or 1dd on center on center on center Naits 2-1/2" #8 Wood 16 inches 16 inches 12 inches Screws on center on center on center This table is based on a maaimum wind speed (3 -second gust) of a 130 miles per hour and a 33 foot mean roof height. Fasteners shall be Installed at opposing ends of the wood structural panels. Where screws are attached to masonry or stucco, they shall .ENERGY NOTES . 1. The Architect certifies that to the best of his knowledge, belief and professional judgement, the drawings are in compliance with the. RES -CHECK report for the New York State .Energy Conservation Construction Code effective July 3, 2002. 2. All HVAC systems shall meet the NYS Energy Code. It shall be the responsibility of the General contractor to submit In detail the design, calculations, drawings of the mechanical, air conditioning, ventilation. heating systems stamped by a professional engineer if required by the Owner or Building Dept. 3. All glass to be double paned, insualted with a LOW -E Coating and shall have a U factor of not greater than .35 4. All exterior doors, including the basement door shall be insulated with a maximum U factor of .4' and have weatherstripping.' Exterior fire rated' doors shall have the same U factor and weatherstripping and shall be self-closing. be attached utilizing vibration resistant anchors having s minimum ultimate withdraw capacity of 490 pounds. DESIGN LOAD INFORMATION A. Ground Snow Load: 45 psf B. Rooms' other then sleeping: LL = 40psf, DL = 1 Opsf & Sleeping Rooms: LL = 30psf, DL = I I D. Roof: LL = 30psf, DL = I Opsf E. Roof with cathedral Ceiling: LL = 30psf, DL = 15 psf a, F. Decks & Exterior Balconies: LL = 60psf, DL = t Opsf G. Guardrails and Handrails: LL = 200psf H. Attic without Storage: LL = 10psf, DL = 10psf I. Attic with toage: LL = 20psf, DL = 10psf J. Seismic Design category: C K. 3 -second design gust wind speed of 120 mph CLIMATIC AND GEOGRAPHIC DESIiI N CRITERIA GROUND SNOW LOAD WINO SPEED (MPH) SIESMIC DESIGN CATAGORY WEATHERING FROST LINE DEPTH TERMITE WINTER DESIGN TEMP 'I ICESHIELD UNDERLAVMENT REQUIRED FLOOD HAZARD 45 LBS 120 C SEVERE 3'•O" MODERATE 11 DEGREE) YES LANDEFER TO EY NOTE A: For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edge zone attachment requirements shall be used. CEILING SHEATHING ATTACHMENT REQUIREMENTS 5d cooler nails spaced 7" on edge and 10" in fiend FLOOR SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.12 OF THE 1995 WFCM HIGH WIND ADDITION shall be attached with a minimum or 8d common nails spaced at a minimum of 6 -Inches on center on panel edgee and 12-Inchae on center in panel Field. TABLE R301.2(1) NEW YORK STATE CODE is Optional RAFTER d iTRAP Simpson trong-tie MTS 30 StraPDOE 6 NOT have to be wrapped over EAC) I RAFTER to achieve full load. OR 1-3/4" x 21' Gage Metal Coil Strap with (7) 8t 'common nails in each end. AT EACH RAFTER. 1-3/4" x 21:) Gage Metal Coil Strap with (6) 8 :I common nails in each end. catch jac�'studs and window or door Header. Typical each side and ALL WINDOV'�S AND DOOR FRAMES. ALTERNATE COX plywood el, Attached to Tie in accordance wltn Note It 22 and Table 1609.1.4 UNIT PLYWOOD STORM PANEL SHUTTER DETAIL Refer to General Note #20 for Panel fastener requirements. 2x6 ledger nailed tom framing and Toe nail Ceiling Joists with 3-8d nails TYPICAL FLOOR SYSTEM Is 777 NEW YORK STATE h ''JINN CODES AS U RED,AN^ JNDITIONS OF Yµ 5 SOLiHOL:T(I'4NZBA -. x sOuTHOLD Town PLANNING HOARD AP OV D AS NOTED DTOWNTPUSTEES pAT /� �G B.P.t N.Y.S.D 0 / loor and Ceiling JOIST BY: OTIFY ILDING DEPARTMENT AT I 1802- AM TO 4 P' FOR THE S: FOLLOW) INSPECTION " 1. FOUND ION -TWO REQUIRED, FOR P RED CONCRETE '„ 2. ROUGH FRAMING & PLUMBING -� \-BLO'CKING at 48 on ceAltiNjsuLq ON 4. FINAL - ONSTRUCTION MUST, - SECTION A - A BE CO ILETE FOR C.O. `I ��/�L /'��/ (� j� ALL CONS RUCTION SHALL MEET THE END WALL BLOCKING '^"ETAI EQUIREM STA ETNOT HE RESPONSIBLE FOR FDA', b� N.T.S. DESIGN 0 CONSTRUCTION EFNO.,RS., OCCUPANCY OR i' Typcfal Nailer .4 2x Nailer with I/2" lag bolts PH05 HOLDel 9E LAWFUL at 24" on Center. 5/8" THREADO HOU CERTIFICATE;; Simpson LPT4 connector to RODQF'Q ANCY Each Rafter. CNW COUPLERFLR )DIST '^ - NUTS U4 J 5/8" THREADED��� Taco at each rartem ROD IMBED T'I 1 SCI Fill all nail holes MIN. INTO CONCRETE d TYPICAL CORNER PHD5 Porch Column or HOLDOWN SECTION DETAIL } Post - see plane N.T.S. -Taco each PHD5 Joist to girder HOEDOWN 1 ,4x4 or 6x6 POST 3/811 Simpson Galvanized post to Concrete f -BUILDING connector ASU44 CORNER Strap back of orequal I poet to Header „ TYPICAL CORNER HOLD-DOWN Q 2X DECK JOISTS-ese plan with Typclal Gay. PLAN DETAIL N.T.S. 2 x Treated Nailer Board Strap 3-8d all 9 A//� 5 (one size larger than Joist) In each End �r��t� /° Lag Bolted to framing with F,,0D /-ivt��� PLUMEIERCERTIFICAT7pN tor 1/2" diameter galvanized COMPLY WITH CHAP ON LEAD ION CONTENT BEFORE bolts at 16" on center FLOOD DA SOUTMA©E PRE DE CERTIFICATEOFOCCUPANCY w i HOLD NCO DF. with a 2x2 SOLDER'USE4INWATER �' Z Treated ledger board. SUPPLY SYSTEM CANNOT Z z Taco Each Joist to Nailer EXCEED 2110 OF1%LEAD., Q -� `°UNDERWRITERS CERT FICA TYFIG4L STRAFFING F.OR k- REOUTAFA,,. ALL CONSTRUCTION SHALL I e MEET THE:REOIIIREMENTS OFTH-' fmof DECK CONS!TRU�TION cooesor trEwro ST�1E u W DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO 0' ,Q PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DII'IENSIO ASLPLUMBING WASTE E WATER LINES NEED TESTING BEFORE COVERING CUT LENGTH 12" Min Provide minimum End Distance (��1-114"x 20 gage G-185 Galvanized Strap with (5)-8d common nails each stud, wrap under sill d nail to back of each sill. ap may be attached OVER plywood OR directly to �fl ds. g � rap strap under 1 sill and Nail to back of Sill �QUNDATION•SILL STUD STRAPPING TYPICAL EXTERIOR WALLS WAT ER RU NO FF' RETAIN AIN STORM 100 N 45 000TO SECTION f COr use 1-3/4" Metal PURSUANT SLEAR Coil Strap 20 Gage with k9f THE TOWN.CODE., (7) 8d common nails In EACH END at EACH Stud. 12" Min J�Simpslon Strong -Tie y CS Coiled Strap WALL TO WALL STRAP Refer to Nailing Schedule 1-1/4" galv. x 20 gage coil strap' with (5) 8d nails in each and at each rafter. WFCM 3.2.5.1 Exception: Ridge straps as not required when collar ties of nominal 2x4 lumber located in the upper third of the attic space and attached to each pair of rafters. Nail each end of Collar ties In accordance with the Nailing schedule. DO NOT PROCEED WITH OF FRAolMINTIL HAS BEEN APPROVED, „ CERTIFICATION OF t, NAILING. &CONNECTIONS uu n REgUIREP,.::' _.=w rTr1 ECi4t= rs N ew UPS RT10 ANCHOR"' ; at each Rafter. With (6) 8d nails in Rafter - 11 l'I ' (8) Sid nails in Plate (6) 8d nails In Stud I,. IX 1-314" x 20 Gage Metal Coil' 1R. 2 Strap with (6)-8d common nails xf " in each, and. catch jack studs : a !'' f i and window or door Heeder. �K- Typical each side and ALL windows and doors. _ ,Want Nall 4 feet of th to corner at 6" e Typical left and i Block the Enc of the Collin as per Detail typclal 6" Fascia Id vinyl vented soffit 8" RAKE OVERHANG `llnyl siding 36" High Railing as per Code U Wood steps and landing j to grade, handrail and Guardrail to code •________________r._r�_ r__r___�i_�r.___"____�_�.._____. LEFT ELEVATION SCALE: 1/8" a V-0" 2ND FLOOR PLAN SCALE: 1/411 a i' -oil AREA. .991 SF FINISHED GRAD Porch Notes: Round Porch Columns see plan for size, 36' High railing to Code Space balusters maximum 4" apart, e with 8d common at or Typlcla at 4 corners, 'set of the plywood ler at 6" o,c, left and right side lock the End walls ' the Calling Joist$ per Detail on Owg-1 pcial ire with 86 common at Iter Typlcla at 4 corners. Wood Framed chimney m a� RI" a Vent ASPHAL,,r SHINGLES 6" fascia Concrete Sto and Steps to jContrite Stoop l and side a to Gra e --•----------------' - -`----- ---------- ___ ... .. grrt v rv-r __-r _� _____ FRONT ELEVATION SCALE: !,1/8" _ I' -O" 17-8" Nall Corners with 8d comir 0 on Center Typicla at 4 -------------------- RIGHT ELEVATION SCALE: 1/8" = V-011 Down to -O" 10'414" soffit � steps end landing •ade, handrail and *all to code Framer to verify centerlt a of window over sink with kitchen I gout plan provided by Owner or builder. Nall 4 Feet of the plywood 28210 to corner at 6" c,c, 3052-2 Typical left and right side ^ 3-1/2" x 11-1/8" LVL -- - flush taco ----I- - ----- SOLID ost LVL j. _/hair KITGHEN� CREAT ROOM wool N 4 I I SMOKE ALARM O > ALARM@ r l p P 8" Round ��FLU -5 2-2x10 I y column taco Fitor Jolate µ _3-1/2" x S-1/2" LVL_ FLUSH FLUSH 15'-4" O I N � M 8" Round-, ________ 2-2x10 Column --- 2'-O" { x Z 5' 4 2 12x10 FLOOR -- ---- I 0 (Vent clot ________ `n 0 ,In accorc cn iJOISTS, 0 16° o.c. I '"rlCode Se ' UP 15R , m in I m l I( --X) CAING f SOLiD Pot I LVL 4 2852 2852 Concrete Stoop(pitch away) and steps to grade 1 e" Dla. Column 3'-8" VOW ,p 2852 I -I/2 max x " 2X51 Ridge c ' Zx6 • 16 oc i i 7e4 c g Jeu 16"0 WIND OII; I, PUH, FWG Plane Irk' lcete ANDERSENaeries 400 Smoke Detector and model r 'mbers, Provide LOW -E glass. Carbon Monoxide Detector With IP P Rating of 40 (Minimum) with the Refer to general notes 021 OP Up 'ride klt'and Plywood shutters, and N 22, OR is (+ndersen Impact M,I�eaiatant Glass. m 2852 with 3'-8" S' CEILING HT IST FLOOR PLAN SCALE: 1/4" a V-011 AREA; 1021 SF End wall of Floor Framing detail on dwg-I Both ends of House Nall 4 feet of the plywood to corner at b" o.c. Typical left and right side Nell Corners with 8d common at 6" On Center Typlcla at 4 corners � z U � � LULU �- cA lU LU LU P �_ zz9 OV w O zod'� 0 w¢z�i3 p mF—i0> LL <W23 0,ZZ,zzwozw xxd'Wz¢amm - F ion �o,O.Zzzo aioS�W:W 4mN FF i -J 9.=M,WmLL a. 900 0) 3'-01k 1' 0" O Wood deck with Factory Built' Fireplace inserts shall 36" high wood rail be Installed I, accordance with and steps to grade section R104 k and metal Flue shall be Installed I accordance with Section I. 1002 of the Code. — Nall Corners with 8d comir 0 on Center Typicla at 4 -------------------- RIGHT ELEVATION SCALE: 1/8" = V-011 Down to -O" 10'414" soffit � steps end landing •ade, handrail and *all to code Framer to verify centerlt a of window over sink with kitchen I gout plan provided by Owner or builder. Nall 4 Feet of the plywood 28210 to corner at 6" c,c, 3052-2 Typical left and right side ^ 3-1/2" x 11-1/8" LVL -- - flush taco ----I- - ----- SOLID ost LVL j. _/hair KITGHEN� CREAT ROOM wool N 4 I I SMOKE ALARM O > ALARM@ r l p P 8" Round ��FLU -5 2-2x10 I y column taco Fitor Jolate µ _3-1/2" x S-1/2" LVL_ FLUSH FLUSH 15'-4" O I N � M 8" Round-, ________ 2-2x10 Column --- 2'-O" { x Z 5' 4 2 12x10 FLOOR -- ---- I 0 (Vent clot ________ `n 0 ,In accorc cn iJOISTS, 0 16° o.c. I '"rlCode Se ' UP 15R , m in I m l I( --X) CAING f SOLiD Pot I LVL 4 2852 2852 Concrete Stoop(pitch away) and steps to grade 1 e" Dla. Column 3'-8" VOW ,p 2852 I -I/2 max x " 2X51 Ridge c ' Zx6 • 16 oc i i 7e4 c g Jeu 16"0 WIND OII; I, PUH, FWG Plane Irk' lcete ANDERSENaeries 400 Smoke Detector and model r 'mbers, Provide LOW -E glass. Carbon Monoxide Detector With IP P Rating of 40 (Minimum) with the Refer to general notes 021 OP Up 'ride klt'and Plywood shutters, and N 22, OR is (+ndersen Impact M,I�eaiatant Glass. m 2852 with 3'-8" S' CEILING HT IST FLOOR PLAN SCALE: 1/4" a V-011 AREA; 1021 SF End wall of Floor Framing detail on dwg-I Both ends of House Nall 4 feet of the plywood to corner at b" o.c. Typical left and right side Nell Corners with 8d common at 6" On Center Typlcla at 4 corners � z U � � LULU �- cA lU LU LU P �_ zz9 OV w O zod'� 0 w¢z�i3 p mF—i0> LL <W23 0,ZZ,zzwozw xxd'Wz¢amm - F ion �o,O.Zzzo aioS�W:W 4mN FF i -J 9.=M,WmLL a. 900 0) O Z O cli 'C'7^ V N _ 8 9 N U W 0 U �Z Z o > a Z X M M C U -r2) � mN 0a Qe Q' r Q m W 3 O N Q Q 0) Z 'C'7^ V N _ � U W U �Z Z Q > Z X M M C U -r2) � mN 0a N r 0�� Ridge vent ridge beam one size larger than rafter dimension 12 0 E SECTION — B SCALE: 1/411 = II -011 TYPICAL ROOF CONSTRUCTION Class A Asphalt roof Shingles with six fasteners per shingle Installed in accordance with Section R905.2 of the New York State residential Code. Ice & Water Shield per Code section R905 2.7 1 15 Lb Underlayment Felt. Framing As per plans with 1/2" exterior grade plywood Sheathing, Nailing to framing in accordance with the fastener schedule and uplift Strapping details on Drawing -1 TYPCIAL SOFFIT CONSTRUCTION. 8" overhangs -typical 6" Wood fascia & 6" Wood rake boards. Full Frieze Boards and cover all fascia's in Aluminum (Optional) Vented Vinyl Soffits TYPICAL EXTERIOR WALL 2 x 4 Doug -Fir Wood Studs @ 16" on center. Double top Plate and Single Sale Plate Exterior Grade 1/2" Plywood Sheathing -see fastener schedule on drawing -1, tyvec House Wrap or equal. Vinyl or Wood Siding uplift Strapping installed in accordance with WFCM 1995 manual and details on drawing -1 TYPCIAL FLOOR CONSTRUCTION 3/4" Plywood Subfloor, Glued and Nailed in accordance with the fastener schedule. Floor joists and Bridging as per NYS Code. TYPCIAL FOUNDATION CONSTRUCTION 8" 3000 psi Poured concret wall on 16" x 8" Poured Concrete Wall Footing WITH 345. Exterior Damprooflng as per Code Section R406. 2- 2x6 treated Sill Plates, Sill Sea[ And Termite Shield. Anchor bolts per Foundation Plan and Uplift Strapping details on Drawing -1 INSULATION SCHEDULE Flat Gelling . .. . R-30 Vaulted Ceiling.... .. R-19 Floor(unheated space) R-30 Floor(outside air) R-30 Exterior Walls 2x6. .. R-19 Exterior Walls 2x4 . ..R-13 All Glazing .0=.35 Doors -less than 50% glazing . ..0=.40 Doors -greater than 50% glazing ....., U=.35 INTERIOR WALL FINISH Provide 112' Gypsum Wall Board on ceilings and walls except basement walls and unless noted. Moisture Resistant Wall Board in Bathrooms and Fire Rated wall Board located as per code and drawings. O ro FIN I HED FLOOR T FINISH D FLOOR O m Ridge vent ridge beam one size larger than rafter dimension 12 2x4 0 16" or 1O� R-30 Batt Insulation) 2x6 GLG JETS �_ 16" cc Gonttnuous Bedroom smoke alarm Bridging typlcAl Install as per col lip 12 CL Bedroom 02 smoke alarm R-13 Batt GREAT ROOM R-30 T insulation SECTION — A SCALE: 1/411 = i'_Oni R-13 Batt I U0 4" concrete Blab N TYPICAL ANCHOR BOLT 2 story: it," 0 23" on center- m rilmum embedment of 1" with 3" x 3" square washer - Hold 12" off corners and hold 4` to 12" off each and of each sill plate, t''plift strap connections at all bearing walll'6. 1 See dwg-I CIHTTo a New Suffolk County PLUM51NCS RISER 01A`3504M Approved sanitary Bystam Not to Scale LLI �. TYPICAL PORGHIDECK F00TiN4ri- /24" x 24" poured pier footing to --y virgin soil for covered porch" or 11" 'cont. Pier for decks, 4" "ca po•L -Se; details on drawing•t for strapping And uplift connectlonp. LU 2i-OII 34' Typ fcal Nailer 2x6 deck Joist 0 t6"10 - "-` } 2xS or 2x10 treat; or 2-2x$ treated girder lag bolt to frame with ._s _ Its _ --=-----_ Z _z-� w� At 24" on center with taco ;~ fes' Or as 2x2 ledger board. IRV ,____.-__ B - F F 1 LL •, Cantilevered Bay _ _ _ 5 a A i%2"-�plywooa soffit -- - - Andllneulate with R-30 ___�______„___� �___ _ _------------ _ _ _ -------- -- ---- __u____------- Iia .. . -. . _ • -- 1 i I uY1 epi V i 1 F'q�.'N 3 ..' I 1 1 I - 50'•10 ,, 1 ', i „Y .1 11' -bus S I ' I _ , I - -' I y 1 BA�EMENT 1 _ • ' Q1 i i 4" _One. Blab' IinetAlled In act�i(oR�n *4„Q, with IBectlon F�60h, Proyidai i''061MG _Q 10 FLOOR J ISTS +� 16" Ical All spans, Or I B; praNd.fila TYpE xI 1�ir ll-lu I" l' -In- cccTTS � i. �. Lire Rued 6ypwm weli.l _ k I 1 ' pJOiYa above the furnehre Ito I - �e per New cork fiesta Gad., it i I - 41 3-1/211 ^ X 11-�1/B" LvL I ' 1 • 1 1 O I LJ -- -- I I i� I :,� , I Q7 , FURNACE ' � � i i—t r I � ' ' I i ----- e 3-1/2" x it- Il_ "LSI' y0 I YnK ,l TYPICAL FO, TLCs/G0''\I P d) Z SMOKE AAR =F I I 24" x 24" x 12 TI'ck, paura J 1 11 1 - concrete focitinj 0 3-1/2"- . •r A�AR1 I 1; g I UP piamstar'ete'blcimn 4— M 1 1 1SRI,1 1 ,;- �- ��yt A I 1 - 1 1 y.. 1�. JLi. f -n_• _ n n lV - I •- J. , 1 r• r •.9} _________________r____ _ . r _n_ -_n_. _.r________________ ________ •.y •11G 1 S'" concrete slabLU Q pitch away from door (..� ...... _ al 6x6 10/10 l �- "r c� IPA compacted Flu w r;� A chas}k walls for Qi�Y conalral atop{ - 12' -6' 9''O al--- <1 bow,e,__ �' Ii r' Mechanical S1,�st�me II�, .�1�r N Fy A The Mechanfoal System shall be _ T I,nstaflpd In Laccordanca with Gh4ptore LEI 12-24, of the R061CIO ILIA1 code of Nal York .. - .. _