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Home My WebLink About31533-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold. N.Y. CERTIFICATE OF OCCUPANCY No: Z-32432 THIS CERTIFIES that the building _ NEW DWELLING Date: 06/26/07 Location of Property: 1680 BRIGANTINE DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 4 Lot 25 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 7, 2005 pursuant to which Building Permit No. 31533-Z dated OCTOBER 18, 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 ATTACHED ONE CAR GARAGE AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5613 DATED 12/2/04. The certificate is issued to RICHARD OLIVO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0041 12/28/06 ELECTRICAL CERTIFICATE NO. 106370C 09/25/06 PLUMBERS CERTIFICATION DATED 05/22/07 BRIAN KLUNDER AutTiorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT - - TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCJ This application must be filled in by typewriter or ink and submitted to the Building A. For new building or new use: I. 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. ubmit 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 I. Certificate of Occupancy - New dw ling $25.00 Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory bm m 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 DaleNew Construction: Old or Pic -existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: �Rl _r Suffolk County Tax Map No 1000, SectionQ 7_/_ - -- _ _-Block _D y Lot Subdivision �� _ _ _ P ',5/y7—__ FIu9 7 44 —LLQ _ _ _ [ iled MapLot: � Pen -rut No. _ Date of Permit. Applicant: Ph (VII Health Dept. Approval l p�p( -� _J10_ 02-Coyt Underwriters Approval -�� "'1,963 76 Planinug Board Approval: Request for Te.mporaiv t;erttfica(e Final Certificate check one) - -- _ ro - Fee Submitted: Signature Ca�.3�y3� 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. 31533 Z Permission is hereby granted to: RICHARD OLIVO 285 RT 25 ROCKY POINT,NY 11778 for Date OCTOBER 18, 2005 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE AS APPLIED FOR PER TRUSTEES & DEC at premises located at 1680 BRIGANTINE DR SOUTHOLD County Tax Map No. 473889 Section 079 Block 0004 Lot No. 025 pursuant to application dated OCTOBER 7, 2005 and approved by the Building Inspector to expire on APRIL 18, 2007. Fee $ 786.00 1 rr.A' Authorized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 9/25/2006 375 Dunton Avenue 106370C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. Rich Olivo Street: 1680 Brigantine Drive Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Double -Pole Electric Inc. Lic. # 3913-E Was examined and found to be in compliance with the National Electrical Code. Commercial I-1 NV Defects E Pool n 1st Floor IXC Indoor LXX Basement L Hot Tub XI Residential C Det. Garage IX -1 Attic '.J 2nd Floor L-1 Outdoor LL Addition _l Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 29 29 39 5 1 3 Dishwasher Washer/Amps Dryer/Amps Oven RangeyAmps Microwaves 1/20 1 20 1 30 1 40 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 6 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / 1/20 1 Bldg. Permit: 31533Z Other Equipment 1- 200 Amp Main Breaker Panel, 1 -Garage Door Opener Receptacle, 1- 40 Amp A/C Disconnect, 1- 15 Amp Air Handler Hugo S. urdi Disconnect President Rough Inspection: 02/16/2006 Inspector: John McMahon III Final Inspection: 09/20/2006 Inspector: John Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner: Br'rnv� ��Un oifi cha &I'Vo (Please print) Plumber:&O" 9�0,1d .i (Please print) lead. Date: 'T—d-) 0 7 Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this 22- day Z day of L 20_0 Notary Public, Sufk) I KCounty S+C"Ac OT- hfl.0 (Plumbers Signature) JESSICA PIZZUTO NOTARY PUBLIC, STATE OF NEW YORK Registration No. 01 P16159484 Qualified in Suffolk County rnm-nission Expires Jan. 16, 2011 James F. King, President O�aa SOUIyp Jill M. Doherty, Vice -President Peggy A. Dickerson Dave Bergen is Bob Ghosio, Jr.p �y00UNiV � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 0182C Date January 8, 2007 THIS CERTIFIES that the two-story dwelling, attached garage & pervious driveway At 1680 Brigantine Dr., Southold , Suffolk County Tax Map # 79-4-25 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 2/14/02 pursuant to which Trustees Permit # 5572 Dated 6/26/02 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 a two-story dwelling, attached garage & pervious driveway. The certificate is issued to RICHARD OLIVO owner of the aforesaid property. Authorized Signature � APPEA.IS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. gOfFO(,� pp� c0 Southold Town Hall 53095 Main Road y Me P.O. Box 1179 Southold, NY 11971-0959 1) 765-1809 Fax (631) 765-9064 http:,'i'southoldtown.northfork.net RECEIVED r!-e-4� BOARD OF APPEALS q, 00 f �? TOWN OF SOUTHOLD DEC, 2. 8 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 2, 2004 io'°'°w° OWN ZBA Ref. No. 5613 - THOMAS AND ANNETTE JORDAN Property Location: 1680 Brigantine Drive, Southold: CTM 79-4-25. 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 applicants' 33,047.64 sq. ft. parcel has 125 ft. along Brigantine Drive, a lot depth of 255.52 feet along the south/west side and 292.39 feet along the north/east side, and 123.62 feet along land to the north. This property is shown as Lot 56 on the Map of Harbor Lights Estates, filed with the Suffolk County Clerk's Office August 7, 1968 as Map No. 5147. BASIS OF APPLICATION: Building Department's August 23, 2004 Notice of Disapproval, citing Section 100-244B, in its denial of a building permit to construct a proposed dwelling at less than 40 feetfrom the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 18, 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: Applicants are requesting a setback variance concerning a proposed 2,192 sq. ft. dwelling at 35 feet from the front yard line, as shown on the September 22, 2004 survey, amended June 28, 2004 by Joseph A. Ingegno, L.S. ---REASONS-FOR BOARD-ACTIOM- Onthebasis of -testimony -presented, materials submitted -and - personal inspections. the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are houses in the neighborhood that were granted similar relief. Page Decembar2, 2004 • 7y13 Ret. 5613 -Thomas and Annette Jordan CTNI: 794-24 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Without a variance, the applicant would have to build a long narrow house that would not be in character with the other homes in the area. 3. The variance granted herein is substantial. The code requirement is 40 feet from the front lot line. The granting of a variance to build a house 35 feet from the front lot line represents a 12.5% decrease in the code required minimum. In addition, the applicant has modified the shape of the proposed house in an effort to minimum the impact on the wetlands. 4. The difficulty has not been self-created and is related to the need to increase the distance to the wetlands to for environmental reasons. 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 relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 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-B, motion was offered by Member Goehringer, seconded by Member Tortora, and duly carried, to GRANT the variance as applied for, as shown on the September 22, 2004 survey, amended June 28, 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), Goat was Member Orlando. This Resolution was duly adopted (4-0). Approved for Filing Absent �1�Tc�7E7L® S. INT11CC)SEN PROFESSIONAL ]ENGINEER ,2I TO: Town of Southold Building Department 53095 Route 25 Southold, New York 11971 Attention: Building Inspector FROM: Angelo S. Nicosia, P.E. SUBJECT: Hurricane Strapping Permit #31533 1680 Brigantine Drive Southold, New York DATE: February 15, 2006 drawings. The hurricane strapping, on the subject house, has been installed per my An elo S. icosia, P.E. OF NEh, c ' w SsF Nu.063a�y?O RESSION�� 42 Hayward Avenue Tel: 631-928-2112 Mount Sinai, N.Y. 11766 Fax: 631-928-2163 3/s�5 7 -- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRW [ ] ROUGH PLOG. [ ] INSULATION FINAL A [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE IF�o 7 INSPECTOR /'� — ,31s33 z TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [X FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 - 146 s- 11 10i i Ja•Z DATE 11 -1 � -05- INSPECTOR �i� 1:7F 3133 TOWN OF SOUTHOLD SUI LDING DEPT• 765.7802 IN SPECTON IST ROUGH PLBG• ] FOUNDATION ND ] INSUI-ATION LFOUNDATION NG [ ] FINAL ]FRAMING 1 & RANI EY ] FIRE SAFETY INSPECTION ] FIREPLACE C REMARKS: �3 INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ROUGH PLBG. [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 3Cs-33-e7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY[ ] FIRE SAFETY INSPECTION DATE (6 0 INSPECTOR Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUG LBG. [ ] FOUNDATION 2ND SOLATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE u INSPECTOR 31533 Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONS MIXI 6-7�a7 DATE [ ] ROUGH PLBG. [ ] INSULATION [ FINAL �[ `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION nn� � Ur INSPECTOR 0 TOWN OF SOUTHOLDr.-cr (' j 1 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMEN7 . '' TOWN HALL I <00 ' SOUTHOLD, NY 11971 TEL: (631) 765-1802 a FAX: (63 76 .fie0o---1 3153 I t! t�pYo c.fleWf�o[gtl�aldJ PE ill� 0X I - 7005 1 Exaid /.//3/520 W.If a Expiration 4,P-, 2007 Building Inspector Do you have or need the following, before applying? " Board of Health 4 sets of Building Plans Planning Board approval -",4 Septic Form N.Y.S.D.E.C. Trustees Contact: S'i nC��e t Sc�Arr� Mail to: 17 Phone: APPLICATION FOR BUILDING PERMIT Dates 05' 200S INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 tx authorized has not commenced within 2 month after the date of issuance or has not been completed with' 18 months m such date. If no zoning amendments or er regulations affecting the property have been enacted in the interim, the —1 mg Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) State whether applicant Name of owner of premises c 5 & a5A oaky (Mailing address of applicant) /y % 7 p agent, architect, engineer, general contractor, electrician, plumber or builder (As on the tax roll or latest 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. of land on which proposed work will be County Tax Map No. 1000 Subdivision I- PRAP (Name) Filed 2. State existing use and occupancy of premises and intencjedsea d occupancy of proposed construction: a. Existing use and occupancy 1V/iqh{�.� D b. Intended use and occupancy om 3. Nature of work (check which applicable): New Building )/ Addition Alteration Repair Removal Demolition_ Other Work �p p 4. Estimated Cost O 0 90� . — Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling is Number of dwelling units on each floor If garage, number of cars t i 6. If businds,,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 cture with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 50 Rear Depth � Height 70 Number of Stories 2 9. Size of lot: Front �aJ Rear I�� Depth �SJ�In�57 OW a��` 10. Date of Purchase AH5 Name of Former Owner �.1� hL 'q /V 11. Zone or use district in which premises are situated _ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re -graded? YES_ NO Will excess fill be removed from premises? YES Y�N NO /j 1 �P. N�ir�78 14. Names of Owner of premises -f CN 2D & a Address X5 at�% 02 SW Peon/ No. - -0 Name of Architect Awelo MV 6, i a Address Phone No Name of Contractor ' Mr-ka, Q —0);Lo Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓/ O * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF�Vkt- �- ie/jju'/ 2 &11/0 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. -vom to before me this 2s d y of 'S ew #1 0 N blic �j Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 10/03/05 Receipt#: 799 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3521 $10.00 Check#: 0799 Total Paid: $10.00 Name: Olivo, Richard 285 Rt. 25a Rocky Point, NY 11778 Clerk ID: FRAN Internal ID: 3521 I Appl-icant/ Owaors Date. Arch'itecV Ungine.m. ate- SubmWed: - SCTM _'QOQ seck Block:Lo I: Project / Location: Subdivision Name: Siqk 8-, separate Required cemfj.catiow (Yo I No) LrL---. I - I R". U -310--q Z-olliq Mvrici: (Al size: Acivak (Side YardP-ed: _J (Kc4c Yard (3fOpOSCd. Project Description. /9 REQUTRE D FQ R RE YIE NO YES Number Suffolk County Healtli. Dept. N6w York State, R E: C. Board Town ZoUW approval: Town plimflng Board approval: Floodflaue Elevation 771? Flood Zone-, Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO.... SS �' GARY GERNS (as contract vendee) _.......................................... DATE:....._June 27,__.2002 41POW ISSUED TO Aut-horization 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 en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND. GRAVEL OROTHER MATERIALS FROM LANDS UNDER TOWN WATERS;!" and in accordance with tithe June 2, Resolution of The Bbard adopted at a meeting held on ................. 2002 and in consideration of the sum of ;._; OM.QQ....... paid by Gary Gerns........... ............. ................................................- ......... _... _.. _......... . of .Islip Terrace N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof. of SouthoI4 Town Trustees authorizes and permits the following: Wetland Permit to construct a single-family dwelling with the conditions that hay bales are installed prior to construction with 10' relief during construction but area must be re -vegetated after the const. is com fete and drywells and gutters installed t cont intaeeoroeanee wi e �eiaileV petei#dica°s'ionsuai ep esdeA89 in .the originating application. 1Y 2002. August 14, 1989 and last revised Jug6 IN WITNESS WHEREOF. The said Board of Trustees here- by causes its Corporate Seal to be saixed, Board as of this dese ata be subscribed by a majority o NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DE^. PERMIT NUMBER 14738-02997/00002 T FACILITY/PROGRAMNUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE EXPIRATION DATES) May 31, 2009 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection of Waters ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR 360: TELEPHONE NUMBER EnConsultants, Inc., 1319 North Sea Road Southampton, NY 11968 Certification Solid Waste Management ❑ Article 15, Title 15: Water Supply COUNTY TOWN WATERCOURSENYTM COORDINATES ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR 373: ❑ Article 15, Title 15: Water Transport DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling with attached garage and septic system. All work must be done in Hazardous Waste Management and stamped NYSDEC approved on 12/1/03. ❑ Article 19: Air Pollution Control ❑ Article 15, Title 15: Long Island Wells ❑ Article 34: Coastal Erosion ❑ Article 23, Title 27: Mined Land Management ❑ Article 15, Title 27: Wild, Scenic and Reclamation Recreational Rivers ❑ Article 36: Floodplain Management ■ Article 24: Freshwater Wetlands ❑ Article 25: Tidal Wetlands ❑ Artides 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Thomas Jordan 631 765-5221 ADDRESS OF PERMITTEE 1550 Brigantine Drive, Southold, NY 11971 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER EnConsultants, Inc., 1319 North Sea Road Southampton, NY 11968 631 283-6360 NAME AND ADDRESS OF PROJECT/FACILITY Jordan property. 1680 Bri 3antine Drive, Southold COUNTY TOWN WATERCOURSENYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling with attached garage and septic system. All work must be done in accordance with the attached survey prepared by Joseph Ingegno on 9/22/03, last revised 12/1/03 and stamped NYSDEC approved on 12/1/03. 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 Region 1 Headquarters Roger Evans MEP Bldg. #40, SUNY, Ston Brook, NY 11790-2356 AUTHORIZED SIGNA RE DATE Page 1 of 5 May 26, 2004 (2301.2 DE51GN CRITERIA: VALUE SNOW LOAD 45 PSF GROUND BA51 SPEED 110 MPH SEISMIC GATE Y ATHERI G SLEEPING ROOMS FROST LIN D TH N. TERMITE 0 61LITY MO EA DECAY PRO ABILITY TE ICESHIELD REQUIRED V240 FLOOR HAZARDS N/A L/240 STAIRS DESIGN LIVE LOADS PSP vtt-. NON 5L EPIN6 ROOMS 40 L/3b0 SLEEPING ROOMS 30 L1360 K5 40 L1560 ATTICS NITHSTORA6.iE 20 V240 ATTICS NOSTORA6E 10 L/240 STAIRS 40 1-/360 6UARD5/RAIL5 2001 AT TOP DEAD LOADS ARE 13A5Ev ON AG I ural MATERIAL WEIGHTS OF ASSEMBLIES ROOF SNOW LOAD A5 PER A5GE 7 45 P5F(O.'1)(1)(1)(1) = 32 P5F R301.2.1 WIND LIMITATIONS. DES CSN LOADS FOR WINDO 5 AND DOORS 500M WITH FLOOR PLAN 9,301.2.1.1 WIND DE -51&N CRITERIA WITH THE FOLLOWING APPROVED REFERENG A51G WIND SPEEDS O 120 PH AND ABOVE (ENCLOSE I IN6): AFSPA WOOD FRAME 6ON5TRUCTION MANUAL (WFCM). THIS BUILDING IS IN 120 PH WINDBORNE DEBRIS GLAZED OPENIN(55 ARE REQUIRED TO BE PROTECTED AS PER THE REQUIREMENTS OF 8301.2.1.2 8301,2.1.4 EXPOSURE CATEGORIES: NORTH B SOUTH B EAST B WEST B Fl�?�NeELLIN6 IN SEISMIC CATEGORY G IS MPT FROM SEISMIC PROVI510N5 WIND BORNE DEBRIS PROTECTION WIND BORNE DEBRIS REGION. Areas within h ri "a prone egions within one mile- or ile of the coastal mean high water line where the baslG wind speed Is equal to or gFeater 120 les per hour. 8301.2.1 2 Internal pressure_ Windows W bulldings local In borne debris regions R30 have glazed open)ngs protected from windborne .Glazed openhg protection for shall have 91 debris shall meet the requirements of the Large Missile Test of AS E 1996 and of ASTM E 1086 reFerenced therein. Wood structural panels with a minimum thickness of l/I6 In aid a maximum span of 8 feet shall be permitted For opening protection In one- and two story buildings. Panels shall be precut to mover the glazed openings with attachment hardware provided. Attactvnant� shalt ba provWed W accordance with Table 9,3012.1.2 or shall tie designed t0 resist the components and cladding loads determined In accordaica with the provlSlons of the code AMENDMENT TO OLIVO JOB NUMBER 05-110 SHEET i LOCATED ON BRIGANTINE DRIVE IN CHANOE5 REGQUE5TED BY THE TOWN OF ARE SHOWN GIRGLED. ANGELO 5. N16051A P.E. c128-2112 9' 1/2 WALL ?o 6'-8' HEADROOM MIN. w A P.G. 5TEP5 W5 REQ. TO GRADE 50'-04 FROM HEADER tAILIN65 t DA1 F PORCH 15 MC 'ROM GRADE W-8. 1 2x10 F.J. 5/80 TYPE X WALLS t CE MEIFZ• • • - AMENDMENT TO OLIVO JOB NUMBER 05-110 5HEET 4 LOCATED ON BRIGANTINE DRIVE IN PEGONIG CHAN6E5 REGUE5TED BY THE TOWN OF 5OUTHHOLD ARE 5HOINN CIRCLED. ANGELO S. N bSOSIA P_E_ q2&-2112 o.. PROPERTY FACTS/DGSCRtPTION This property is a vacant lot shown as Lot 58 on the Map of Hartibr Lights Estates, wifh'the Suffolk County Clerk's Office August 7 .1988 as-Map'No. 5147: The .adjoining lot is the applicants' house lot shown as Lot 55 also on the filed Map of Harbor Lights Estates. The tot which: is the subject of the lot waiver contains a total area of 33,049 sq. .ft. with 125 ft. frontage along the north side of Brigantine Drive. in Southold. BASIS OFAPPLICATION: Article 11, Section 100.28, based on the Building Inspector's August 22, 2001. Notice, of Disapprovalstating that vacant lot #58 merged with the house lot #55 under Article 11, Section 100.25A: APPLICANTSREQ(JEST: Applicant requests a Lot Waiver to unmerge Suffolk County Tax Map Lot 25 (5uod'rvision Lot 56) from "Lot .26 (Subdivision Lot 55). REASONS FOR BOARD ACTION DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: - 1. The titlesearch submitted by the applicant shows that Triple Oak Developers, Inc. purchased the vacant, lot of 9/2/1989. The applicants, Thomas and Annette Jordan, were the sole shareholders of Triple Oak Developers, Inc. at the time they decided to dissolve the corporation and retame ownership of this lot. It is at this time (1989) the -lots became merged because, unknown to the applicant; the Town remove the list, Town Code Section 100-12 which exempted lots on this Town -approved subdivision map,. Harbor Lights Estates, Section Ill. 2. The Board received testimony from the applicants' attorney that this lot was purchased as an investment. The applicants. also point to the fact that they purchased thelotunder a corporate name as evidence that this was intended to be abusiness transaction. As further evidence that the applicant :had not intended to merge the lots, they point to the fact that there was no use or improvements on the. lot. 3. The waiver of merger will recognize the original lot lines shown on the Map of Harbor Lights Estates, Section Ill. These two lots, when separated, will be equivalent in sizeto the neighboring lots. 4. The waiver of merger will allow for the ultimate construction of one additional single-family residence In the neighborhood, which will not result in a significant Increase in the density. -APPEALS BOARD mEMBERS _ Gerard P. Goeloinger, Chairman Southold Town,Hall 53095 Main Road James Dinizio, Jr. gg P.O. Box 1179 Lydia A. Tortore �"' _ Southold,. New York 11971-0959 Lora S. Collins,, ZBA Fax (631) 765-9064 George Homing '�0,[ 41,1, Telephone (631) 765-1809 BOARD OF APPFALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 29, 2001 Appl. No. 5021 — JHOMAS AND ANNETTE JORDA Location of Property 1Brjggr7' ntima Drive,. $outhold Parcel 1000-79.4-25 (and 28) 884 Date ofPubfrc"Hearing. November 29,20W' FINDINGS OF FACT PROPERTY FACTS/DGSCRtPTION This property is a vacant lot shown as Lot 58 on the Map of Hartibr Lights Estates, wifh'the Suffolk County Clerk's Office August 7 .1988 as-Map'No. 5147: The .adjoining lot is the applicants' house lot shown as Lot 55 also on the filed Map of Harbor Lights Estates. The tot which: is the subject of the lot waiver contains a total area of 33,049 sq. .ft. with 125 ft. frontage along the north side of Brigantine Drive. in Southold. BASIS OFAPPLICATION: Article 11, Section 100.28, based on the Building Inspector's August 22, 2001. Notice, of Disapprovalstating that vacant lot #58 merged with the house lot #55 under Article 11, Section 100.25A: APPLICANTSREQ(JEST: Applicant requests a Lot Waiver to unmerge Suffolk County Tax Map Lot 25 (5uod'rvision Lot 56) from "Lot .26 (Subdivision Lot 55). REASONS FOR BOARD ACTION DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: - 1. The titlesearch submitted by the applicant shows that Triple Oak Developers, Inc. purchased the vacant, lot of 9/2/1989. The applicants, Thomas and Annette Jordan, were the sole shareholders of Triple Oak Developers, Inc. at the time they decided to dissolve the corporation and retame ownership of this lot. It is at this time (1989) the -lots became merged because, unknown to the applicant; the Town remove the list, Town Code Section 100-12 which exempted lots on this Town -approved subdivision map,. Harbor Lights Estates, Section Ill. 2. The Board received testimony from the applicants' attorney that this lot was purchased as an investment. The applicants. also point to the fact that they purchased thelotunder a corporate name as evidence that this was intended to be abusiness transaction. As further evidence that the applicant :had not intended to merge the lots, they point to the fact that there was no use or improvements on the. lot. 3. The waiver of merger will recognize the original lot lines shown on the Map of Harbor Lights Estates, Section Ill. These two lots, when separated, will be equivalent in sizeto the neighboring lots. 4. The waiver of merger will allow for the ultimate construction of one additional single-family residence In the neighborhood, which will not result in a significant Increase in the density. Page 2 — November 29, 2001 ZBA Appl. No. 6021 —T. and A. Jordan 000-79-5-25, 26 at Southold 5. The applicants stated that they had no indication from the Town that the lots were merged after this transaction. They continued to receive two separate tax bills. RESOLUTION: On motion by Member Collins, seconded by Member Dinizio, it was RESOLVED, to GRANT the lot waiver, as applied for. VOTE OF THE BOARD: AYES: Members Goehringer (Chairman), Dinizio, Tortora, and Collins. (Member Homing was absent.) This Resolution was duly adopted (4-0). Approval was reaffirmed at the Board's December 13, 2001 Meeting. GERARD P. GOEHRINGER CHAIRMAN 12/13/01 a(IFT JVED AND FMED BY TliE sOUTJOLD Toi,:jj CIF,�v To,im Cl-rk Torn of jjj,, 2 4 2005 PROFESSIONAL ENGINEER TO: Town of Southold Building Department Main Road Southold, New York ATTN: Pat Conklin FROM: Angelo S. Nicosia, P.E. SUBJECT: Changes to Job No. 05-110 (Richard Olivo) DATE: October 14, 2005 Forwarding the changes to the subject drawings as requested. Printouts from the drawing sheets involved, showing the changes, are included. Information is being sent by FAX and a hard copy will follow by mail. If you require further information, please call. Thank you for your help. 42 Hayward Avenue Tel: 631-928-2112 Mount Sinai, N.Y. 11766 Fax: 631-928-2163 8301.2 DESIGN GRITERIA: VALUE GROUND SNOW LOAD 45 PSF BASIC WIND SPEED 110 MPH SEISMIC CATEGORY G WEATHERING SEVERE FROST LINE DEPTH 36" MIN. TERMITE PROBABILITY MOD/HEAVY DECAY PROBABILITY MODERATE IGESHIELD REQUIRED SUGGESTED FLOOR HAZARDS N/A 40 L/360 DESIGN LIVE LOADS P5F DEF. NON SLEEPING ROOMS 40 L/360 SLEEPING ROOMS 30 L/360 DEGKS 40 L/360 ATTIGS WITH STORAGE 20 L/240 ATTICS NO STORAGE 10 L/240 STAIRS 40 L/360 6UARD5/RAIL5 2001b AT TOP DEAD LOADS ARE BASED ON ACTUAL MATERIAL WEIGHTS OF ASSEMBLIES ROOF SNOW LOAD AS PER ASCE 7 45 P5F(O.-7)(1)(1)(1) = 32 P5F WIND BORNE DEBRIS PROTEGTION 8301.2.1 WIND LIMITATIONS: DESIGN LOADS FOR WINDOWS AND DOORS SHOWN WITH FLOOR PLAN R301.2.1.1 WIND DE516N GRITERIA WITH THE FOLLOWING APPROVED REFERENG A51G WIND SPEEDS O 120 OPH AND ABOVE (ENCLOSED IN6): AFSPA WOOD FRAME GONSTRUCTION MANUAL (WFGM). THIS BUILDING IS IN t 120 34PH WINDBORNE DEBRIS N. GLAZED OPENINGS ARE REQUIRED TO BE PROTEGTED AS PER THE REQUIREMENTS OF 8301.2.1.2 8301.2.1.4 EXPOSURE CATEGORIES: NORTH B SOUTH B EAST B WEST B DWELLING IN SEISMIC GATE60RY G IS EXEMPT FROM SEISMIC PROVISIONS WIND BORNE DEBRIS REGION. Areas within hurricane prone regions within one mile of the coastal mean high water line where the basic wind speed Is equal to or greater th120 Iles per hour. R301.2.1.2 Internal pressure. Windows In buildings locate nd borne debris regions shall have glazed openings protected from windborne debris. Glazed opening protectlon for windborne debris shall meet the requirements of the Large Missile Test of ASTM E Iggb and of ASTM E 1886 referenced therein. Wood structural panels with a minimum thickness of '7/I6 inch and a maximum span of 8 feet shall be permitted for opening protection In one- and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be provided In accordance with Table R301.2.12 or shall be designed to resist the components and cladding loads determined in accordance with the provisions of the Code AMENDMENT TO OLIVO JOB NUMBER 05-110 SHEET .I LOCATED ON BRIGANTINE DRIVE IN t _ CHANGES REQUESTED BY THE TOWN OF ARE SHOWN GIRGLED. uu OC 12 4 2000 ANGELO S. NICOSIA P.E. 928-2112 LL O O 6'-8" HEADROOM 2x10 F.J. x MIN. N 1/2 WALL 5/8" TYPE X WALLS d GE O m 2 3�q � ��4 TO AVE 2'IA4 STH IDES 4 80"10 OVERHE TW2650 P T FROM HEADER ORAILING5 < BALLIS IF PORGH 15 MORE AN 30" P.G. PARCH FROM GRADE q" 2-- 1.. Wn _ 11-8" 6'-2" 5TEP5 A5 REQ. TO GRADE ,AMENDMENT TO OL I VO JOB NUMBER 05-110 SHEET 4. LOCATED ON BRIGANTINE DRIVE IN SOUTHOLD GHANGES REQUESTED BY THE TOWN OF SOUTHHOLD ARE SHOWN GIRGLED. ANGELO S. NIGOSIA P.E. 928-2I I2 r2 4�i;r, ;u" 12' OCT -17-05 MON 11:24-qPjJENICO 516 928 2163 P.01 PROFESSIONAL ENGINI:I3R TO: Town of Riverhead Building Department 210 Howell Avenue Riverhead, New York ATTN: Pat Conklin FROM: Angelo S. Nicosia, P.E. SUBJECT: Changes to Job No. 05-110 (Richard Olivo) DATE: October 14, 2005 Fa -warding the changes to the subject drawings as requested. Printouts from; the drawing fheets involved, showing the changes, are included. Information is being sent by FAX and a hard copy will follow by mail - If you require further information, please call. Thank you for your help. ✓CO Angelo S. 19icosta, P 17 2005 OF NLet' y, S. nUCpy • i I oy �: p 41. a 0.0638 5 6� SAO%ESSIGj,, 42 Hayward Avet;ue Tel: 631-928-2112 Mount Sinai, N.Y. 11766 Fax: 631-928-2163 OCT-17-05 MON 1:2 A JE ... 516 928 2163 P.05 ,Aj% 1 (:3r3E1L--e C) S- *r- ][ C 4 C> S ](! L PROFESSIONAJ. ENGINEER TO: Town of Riverhead Building Department 210 Howell Avenue Riverhead, New York ATTN: Pat Conklin FROM: Angelo S. Nicosia, P.E. SUBJECT: Changes to Job No. 05-110 (Richard Olivo) DATE: October 14, 2005 Forwarding the changes to the subject drawings as requested. Printouts from the drawing sheets involved, showing the changes, are included. Information is being sent by FAX and a hard copy will follow by mail. If you require further information, please call. Thank you for your help. .11(o D S. lgiCOSia, r � tia. 0638�y bj' �Of 10Np ' '• 42 Hayward Avenue Tel: 631-928-2112 Fax: 631-928-2163 Mount Sinai, N.Y. 11766 5 3 ' .A SURVEY OF ? r LOT 56MAP OF HARBOR LIGHTS ESTATES SECTION THREE p FILE No. 5147 FILED AUGUST 7, 1968 4oy0 ��tij• A� SITUATED AT I V' BAYVIEW �IOII, TOWN OF SOUTHOLD 4y Vp O•, SUFFOLK COUNTY, NEW YORK A`G� 1r F S.C. TAX No. 1000-79-04-25 SCALE 1"=40' SEPTEMBER 22, 2003 GQD C) �1 I `\II' DECEMBER 1, 2003 ADDED PROPOSED HOUSE O JUNE 28, 2004 ADDED DRYWELLS _ O to AREA = 33,047.64 6q. ft. — b <0 d11, o .p. 0.759 ac. , dl, s6 I</ ss CERTIFIED T0: ;•� c THOMAS JORDAN \11 ANNETTE JORDAN VICINITY NAp d11, d11r o SCALE: 1MAP: SOU 000, WETLANDS , �mn U.S.(AM QUADRANGLE MAP: SOUTHOID. N.Y. i 'rim � (AMS 8568 III SW -SERIES V821) A_� m OCESSPOOL yir. JII. 1 ptiO� O j 8 i F h ' NOTES: TF, ti °c II, if3 }F S7 p F 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM O•. op.--fp 0,,, Dti O EXISTING ELEVATIONS ARE SHOWN THUS: Cn TG(j4,� AAv EXISTING CONTOUR LINES ARE SHOWN THUS: - - .. 10- - b �y",G+ a_J / 1 � 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD "lk<yp ".N OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 3. ANY WETWID BOLINOARBES SHOWN ARE SUBJECT TO VERIFICATION x'17-' BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. ?.7mI 1 i 4. UPLAND AREA = 13,474 p. H. 111, l- ", - 5. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. Z" ZI�� ` : ��?, 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7' DEEP �y, TEST, HOLE DATA 4 1 g .� _ i , 6. MINIMUM LEACHING SYSTEM FOR A 1 To 4 BEDROOM HOUSE IS 3GO sq H SIDEWALL AREA. .pJ 2 POOLS; 6' DEEP, B' dla. (AS SHOWN ON PERVIOUS SURVEY) Ta W. 1aA• �. - fi, Rl� F = d QFJL,W PROPOSED EXPANSION POOL j�,W �tl88sP' +• 5 � - ,� i S . �' ®PROPOSED LEACHING POOL • • Wows ar v10 >r �GT�S �� 0O 6 '3. PROPOSED SEPTIC TANK - • rOp Sj 0 a = _ '._� �, j 7. PROPOSED 6' DIA., 5- DEEP ORYWELLS WITH ROOF LEADERS e�cG1c� N 30 1�h O r 41, C, VL vc SUFFOLK COUNTY DEMRTMENT OP HEALTH SERVI / S � 3 llmllm.�l m PERNIT FOR APPROVAL OF CONMUUM FORA SINGLE FAMINY REsIDENCE ONLY ,0 1Y0`IL�'QJic•�G,�l DATE a6 0 H.r. E APPROVED 'a ExEPMm w ACCaY ftE 51AI RTS NWM `�' L , Joseph A. kVegno n FINSURIM BY �& AID , QU FOR MA)(INUN of 4 s N; �MATK Land Surveyor EXPIRES TW YE TE OF APPROVAL X=61 'me Ol' E NEW aW STA E Q 9 vInv 9JUMENOWS n (],��J J .� J � k S m a � VMD ,qIE COP.. SIX � NOT BE � — ikb Sww7v - SWdiMerro - 5f. Pbn, - conofrucfiw+ !al«d j� L1D r• ,. t lJ Q:MRiGTI01B WILYTED HEREON 9W1 IaM Q m n[ 1vmR rax 1Wo, Trc sRNEv i ® PHONE (631)727-2080 Far(516)727-1727 a Harv+®. Ma w Ha euwr m nc �% THE ENISEASEMENTS NT ROF EC WAYS 1�� Itj •[} 322 ROANOKOFFM LKEE AVENUE TED AT �PO� ADDRESS �60ANY. NOT SHOWN ARE NOTCOUAILANTEED. m na A59aNR5 v Tlc tEuoED 1Ntm- s MHN, CFRIPIIYOKN6 W NOT TR411FERAU F. Ua. No. 49668 RAERNEAO, Nn Yank 11901 Rhar11ea4 New York 11901-0665 / �Vr. OR, 1O•, s9o. 14 IGG 4 s Ts2 I O''F ' I1, <0 all, al I. °2sFr 0, <ok y°mss ' 111' 5/ s SURVEY OF LOT 56 MAP OF HARBOR LIGHTS ESTATES SECTION THREE RLE No. 5147 FlLED AUGUST 7, 1968 SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-04-25 SCALE 1"=40' SEPTEMBER 22, 2005 NOVEMBER 15, 2005 FOUNDATION LOCATION all, 1 0 x �g t6 • G caJ�OP'(\G� � ?s , ,gyp' -lA hill" fS� �Gf eP� THE IXISTENCE Oi RIGHT OF WAYS ANO/OR EASENENTS OF RECORD. w ANY, NOT SHOWN ARE NOT GUARANTEED. UNAUIIpR® PLTERATpN ON AOOGM)N TO TUS SURVEY S A VDIATON OF SEOTION 72M OF W NEN YARN SLAT: m"TION UW. COPIES Oi TNS SURVEY IYP Nor BEARING THE uwo SURvEYOR's PRET SEAL CONOA m SSW11 . BE 9GEAED To BE � A vwG TRUE coWPr /S�P�CAFrC\ AREA = 33,047.64 sq. it. 0.759 ac. PE R mi --4 431533Z CG pAS.a�') Nathan Taft Corwin III Land Surveyor 992 Roanoke Avenue Riverhead, New York 11901 PHONE & FAX (631)369-5473 S9U. /o SURVEY OF O1 LOT 56 MAP OF HARBOR LIGHTS ESTATES SECTION THREE FILE NO. 5147 FILED AUGUST 7, 1968 SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-04-25 SCALE 1"=40' SEPTEMBER 22, 2005 NOVEMBER 15, 2005 FOUNDATION LOCATION MARCH 25, 2005 FINAL SURVEY AREA = 33,047.64 sq. ft. 0.759 cc. SEPTIC SYSTEM TIE DISTANCES UNMIt1K Tzm g TERATON OR ADUMON TO TH5SUR 6 A MOUTON OF SECTION7209 OF THE NEW YORK STATE EDUUTON IAW, COPIES OF THIS SURVEY NAP NOT BEATBNG ME L D SURVEYOR'S INKED SEAL OR EMBOSSED SEI_ SHµ_ NOT BE CONSIDERED TO BE A VALD TRUE COPY. LERIIFMAipNS INDICATED HEREON SMALL RUN i \lv N ON. CERRFIUTONS ARE NOT T SFERABIF THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. HOUSE CORNER"A" HOUSE CORNER"B" SEPTIC TANK 38.6' 22' CESSPOOL 1 60' 24' CESSPOOL 2 66' 20' UNMIt1K Tzm g TERATON OR ADUMON TO TH5SUR 6 A MOUTON OF SECTION7209 OF THE NEW YORK STATE EDUUTON IAW, COPIES OF THIS SURVEY NAP NOT BEATBNG ME L D SURVEYOR'S INKED SEAL OR EMBOSSED SEI_ SHµ_ NOT BE CONSIDERED TO BE A VALD TRUE COPY. LERIIFMAipNS INDICATED HEREON SMALL RUN i \lv N ON. CERRFIUTONS ARE NOT T SFERABIF THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. IP" t :, r r 1 w rs't;.-:-�I6xe :r". ':t F -11"`T- uT`� +{"m :'.I „'��}.`.,�'.- "��' =r'oW. � ::z5'��, �.- �.'._�u'•�, @1d,�i F.Fr�r Y.rv" d,.. -. ,, ..e - -n ,. ':: �. � - , ,F,^.' .'+%'. V'�r i3 �v ip, . yf,Ji : 1fi. a1�*� .,r .l•r .\ fit i d 1'�' - r ,;,.„ .,,... ',PC :,,,. .,✓.�.,.k ., ., ir= �i�- x• 1, �4 �Y �.. 10, I I � I I � 1 � I 1 I I 1 I I rl----------- ---1 REAR =LEV ATION ATIVE DOOR SUI OR EQUIVALENT I I 1 I ---JT--L, VENT I I I I I I 1_J STEP FOOTIN65 NOT TO EXGEED 90 DEGREB II I I r'--Tj --------T----------- FRONT ELEVATION GENERAL NOTES I.THE ENGINEERS GERTIFIGATION APPLIES ONLY TO DEMONSTRATING THE DE516N5 CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK. 2. ALL MATERIALS, ASSEMBLIES, 001`15TRUCTION AND EQUIPTMENT 15 TO BE IN AGGORDANCE WITH THE BUILDING CODE OF THE STATE OF NEW YORK AND MANUFACTURER'S INSTRUCTIONS. 3. VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION, NOTIFY ENGINEER OF DISCREPANCIES. DO NOT 51 -ALE DRANN55. 4. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE ENGINEERS GERTIFIGATION AND 15 A VIOLATION OF NY5 LAW. DRAWIN65 ARE THE COPYRIGHT OF THE ENGINEER. 5. THE ENGINEER 15 NOT RESPONSIBLE FOR THE DISCOVERY, PRE5ENGE, PREVENTION, REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, 6A55ES, FUMES, MOLD AND/OR MILDEW. 6. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS, TEGHNIQUE5, 5EQUENGE5, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN C,ONNEGTION WITH THE WORK, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER, CONTRACTOR OR 5UB-GONTRAGTOR5. i. THESE PLANS ARE OF LIMITED SCOPE AND ARE INTENDED FOR USE BY EXPERIENCED OWNER/BUILDER5 FOR CONSTRUCTION ON OWNERS PROPERTY WITH FINAL SPECIFICATIONS 5ELEGTED BY THE OWNER. THE ENGINEER, NOT CONTRAGTED TO CONTROL THE CONSTRUCTION PROCESS 15 NOT RESPONSIBLE FOR ASSURING THE FINAL AS GONSTRUGTED BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES, LOCAL LAW5, REGUIREMENT5 OR 5UITABILITY FOR A PARTICULAR U5E.THE ENGINEERS LIABILITY TO OWNER OR ANY THIRD PARTY IS THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED. 8. U5E OF THESE DRAWINGS INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS AND ARE A PART OF THE AGREEMENT WITH THE ENGINEER. R3012 DESIGN GRITERIA: VALUE 8301.2.1 WIND LIMITATIONS: GROUND SNOW LOAD 45 P5F DE51GN LOADS FOR WINDOWS AND DOORS SHOWN WITH FLOOR PLAN BASIG WIND SPEED t0 -MPH 5EI5MIG CATEGORY G WEATHERING SEVERE O FROST LINE DEPTH 3 " IN. TERMITE PROBABILITY MOD/HEAVY DEGAY PROBABILITY MODERATE GESHIELD REQUIRED 5U 5TED FLOOR HAZARDS N/A 10 L/ 83012.1.1 WIND DESIGN GRITERIA THI5 BUILDING HAS BEEN DESIGNED WITH THE FOLLOWING APPROVED REFERENCE FO A5IG WIND SPEEDS OF MPH AND ABOVE (ENGLO5ED-1ALD_ING): AF$PA WOOD FRAME GON5TRUGTFON DESIGN LIVE LOADS P5F DEF. �1ANUAL (WFGM). THIS BUILDING 15 IN A 120 MPH ININDBORNE DEBRIS REGION. GLAZED OPENINGS ARE REQUIRED TO BE PROTECTED AS PER THE REQUIREMENTS OF NON SLEEPING ROOMS 40 L136 SLEEPING ROOMS 30 L/3 O D GK5 40 L/3 O ATTICS WITH STORAGE 20 L/ 40 ATTIGS NO STORAGE 10 L/ O STAIRS 40 L/3 CODES GUARD5/RAIL5 2001 AT TOP thickness of 1/16 Inch and a maximum span of 8 Feet shall be permitted for opening In one- and two-story buildings. Panels be to H�-/ SOU74OLDTOWNZI UVAA protection shall precut cover R301.2.1.4 EXPOSURE CATE60RIE DEAD LOADS ARE BASED ON ACTUAL NORTH B SOUTH B MATERIAL WEIGHTS OF ASSEMBLIES T B WES —6 ROOF SNOW LOAD AS PER A5GE 7 DWELLING IN SEI5MIC CATEGORY G IS 45 PSF(0.7)(U(U(I) = 32 P5F EXEMPT FROM 5EI5MIG PROVISIONS III FLOORFIRST WIND BORNE DEBRIS PROTEGTION • I HIND BORNE DEBRIS REGION. Areas within hurricane prone regions within one mlle I® TOTAL SII of the coastal mean high water line where the basic wind speed Is 110 mlles per houror LIVIN6 AREA -�-� greater; or where the baslc wind speed Is equal to or greater than 120 miles per hour. k•a 09 y R301.2.1.2 Internal pressure. Windows In buildings located In wind borne debrisre Ions have SARk1Y01TH ALL FI ,./� ' I B shall glazed openings protected From wlndborne debris. Glazed opening CO ES OF p for wlndborne debris shall most the requirements of the Large Mlsslle Test N W JFBC STATE & TOW CODES Q N W"' 1996 and of A5TM E 1886 referenced therein. Hood structural panels with oASrFMUIRED AND CONDI IONS OF thickness of 1/16 Inch and a maximum span of 8 Feet shall be permitted for opening In one- and two-story buildings. Panels be to H�-/ SOU74OLDTOWNZI UVAA protection shall precut cover openings with attachment hardware provided. Attachments shall be provided In SOUTHOLOTOWNP NNINGBOAAD accordance with Table R3012.12 or shall be designed to resist the compo loads determined AWMB&ICO cladding In accordance Kith f bf tilA 70{p;P �SOUTHOLDTOWN T STEES ON LEAD CON 7tI\' �7E N.YS. DEC 2-1/2" #8 5GREW5 16" O.G. (12" O.G. IF PANE6L�PngN `-OP),-, SHUTTERS SHALL BE IN CONFORMANCE WITH HH A55OCIATIONS DESIGN al - SHUTTERS FOR Wr$t!I@liffYA`d%IE, EWILDINGSIOT EXCEED 2 0 O I'S, LEAO. APPROVED AS NOTED BUILDING AREAS: 6r'G DATE: 1 B.P.A 15 33 'I', 7IU A "raSTE n11 FLOORFIRST • I •I' I® TOTAL SII LIVIN6 AREA •! , �� `•«II FI ,./� ' _ . • 'WY�1tl11�1P(.�"III _D FEE — ", BY: 'ERING"TIFY BUILDING DEPARTMENT AT 7FS 1502 BAM TO 4PM FOR THE F. D KING INSPECTIONS: 1 PI,CATION - TWO REQUIRED Fr` POURED CONCRETE 2. R- JGH - FRAMING & PLU/91NG y 3. IL;JULATION ? 4. FINAL - CONSTRUCTION MUST EE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE P� Tl'IREMENTS OFTHE CODES OF NEW OF UtiGur►+rvv� MEFi' G, Y IhY STATE. NOT RESPONSIBLE FOR 1"00S!OFTHE DESIGN OR CONSTRUCTION ERRORS. COULO6 r I q APPROXIMATE 6RO55 FLOOR AREA BASED ON NOMINAL F1AIE�TRL' DIMENSIONS. LIVING AREAS INGLUDE FIRST FLOOR STAIRS AND FINISHED FLOOR AREAS TO THE OUTSIDE OF HOUSE EXTERIOR WALLS AND TO ONE HALF OF GARAGE OR OPENUNI ERWRRERS,CERTIFICATE BELOW WALL5. GARAGE AREA INCLUDES ONE HALF OF HOUSE WALL5 TO OUTSIDE IPEWREp' OF GARAGE EXTERIOR WALLS. SECOND FLOOR OPEN TO BELOW SPACE INCLUDES STAIRS BELOW. DECKS AND PORCH AREAS ARE FROM EXTERIOR HALLS TO OUTSIDE EDGE OF DECK/PORCiCERTIFICATION OF ALL CONSTRUCTION SHALL NAILING &CONNECTIONS MEEdTHE REQUIREMENTS OFTHE( REQUIRED. CODES OF NEW YORK STATE. ANGELO 5. NIG051A, P.E. Enelneering 4 De519n 42 Hayward Avenue RETAIN STORM WATER RUNOrF pURBUANTTOSECTION45-t OC Mt. 51nal, NY 11766 631-q28-2112 _ .... 1,1.1.,^nnc Fax 631-cl28-2163 TWO STORY 70''�T a(SIDENCIF&NOTF WICIHCHAF-17V 6° FRAMING AMAGEPREV"ITION OF FOUND) HAS RFF FRONT 4 REAR ELEVATIONS 4 REFERENCE NOTES I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I rl-----T------------rl-------�1------- 1'r------- --_-__---___L_______I---_-----L___-_--1J LEFT 51PE ELEVATION I I II I I I '----Z----L--- it I I I L - I 5TEP FOOTINGS NOT TO EXCEED 30 DEGREES -- - ------ 14 RIGHT 51PE ELEVATION ii ELEVATION REFERENGE NOTES R325.1 APPROVED NUMBERS OR ADDRE55E5 SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROMTHE STREET OR ROAD FRONTING THE PROPERTY. R613.5.1 WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DE51ON PRESSURE SPECIFIED. MULLIONS SHALL BE TESTED BY AN APPROVED TESTING LABORATORY. MAXIMUM MULLION DEFLECTION = L/1"75. MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF 1.5 TIMES THE DESIGN PRE55URE LOADS. R703.I THE EXTERIOR WALL ENVELOPE SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITH THE WALL ASSEMBLY BY PROVIDING A WATER RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2. R8O6.3 VENT CLEARANCE. A MINIMUM OF A I -INCH (25.4 MM) SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF ALL VENT5. R401 ROOF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH THIS GODE AND THE APPROVED MANUFAGTURER'5 INSTALLATION INSTRUGTIONS SUCH THAT THE ROOF A55EMLY SHALL SERVE TO PROTEGT THE BUILDING OR STRUCTURE. FLASHINGS SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL THROUGH THE JOINTS IN THE COPING, THROUGH M015TURE PERMEABLE MATERIAL, AT INTERSECTIONS WITH THE ROOF PLANE OR OTHER PENETRATIONS OR CHANGES IN SLOPE. ROOF COVERINGS SHALL BE APPLIED IN AGGORDANGE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. UNDERLAYMENT SHALL CONFORM WITH A5TM D 226, TYPE 1, OR A5TM D 4864, TYPE I. SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL COMPLY WITH A5TM D 1470. ASPHALT SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D 225 OR D 3462. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, MINIMUM 12 6UA6E SHANK WITH A MINIMUM 3/8-INGH DIAMETER HEAD. WHERE THE ROOF SHEATHING 15 LE55 THAN 3/4-INGH THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. ASPHALT SHINGLES SHALL HAVE A MINIMUM OF 6 FASTENERS PER SHINGLE. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY 6 FEET. IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY 15 25° OR LESS, AN ICE BARRIER THAT CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCHES IN51DE THE EXTERIOR WALL LINE OF THE BUILDING. UNDERLAYMENT APPLIED IN AREAS SUBJEGT TO HI6H 1,4IND5 GREATER THAN 110 MPH SHALL BE APPLIED WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 36 INCHES ON CENTER. FLASHING FOR ASPHALT SHINGLES 5HLL GOMPLY WITH TH15 SECTION, BASE AND GAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION RESISTANT METAL OF MINIMUM NOMINAL 0.019-INGH THICKNESS. GAP FLASHING SHALL BE CORROSION RESISTANT METAL OF MINIMUM NOMINAL 0.019 -INCH THICKNESS. VALLEY LININGS SHALL BE INSTALLED IN AGORDANGE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224, TYPE II OR TYPE III AND AT LEAST 36 INCHES 0414 MM) WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS I AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT GOMPLYIN6 WITH A5TM D 14-70 MAY BE USED IN LIEU OF THE LINING MATERIAL. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES WIDE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING, 51DEWALL FLASHING SHALL BE BY THE STEP -FLASHING METHOD. OTHER FLASHING AGAINST A VERTICAL FRONT WALL, AS WELL AS SOIL STACK, VENT PIPE, AND CHIMNEY FLASHING, SHALL BE APPLIED ACORDIN6 TO ASPHALT SHINGLE MANUFACTURER'S PRINTED INSTRUCTIONS. ELEVATION GONSTRUGTION NOTES ROOFING: 6 NAILS PER SHINGLE A5PHALT/FIBER6LA55 ROOFING SHINGLES AND ACCESSORIES - SEE CODE NOTES ABOVE. ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS REQUIRED. TRIM: WHITE ALUMINUM GLADIN6. RAKE TRIM: Ix2 ON 2x6, SPACE FOR SIDING. FASCIA: 2x6 CONTINUOUS VENTED VINYL SOFFITS. SIDING VINYL SIDING AND AGGE55ORIE5, WINDOW/DOOR DRIPE06E, FLASHINGS TAPED TYVEK HOUSE WRAP. VINYL SIDING TO CONFORM TO ASTM D 3674. APPROVED U.L. LISTED FLUE GAP AND COLLAR WITH SLOPED STAINLESS STEEL CHASE GAP. GHIMNEYS/FLUE5 TO BE 3'-0" MINIMUM OVER ROOF AND 2'-0" MINIMUM HIGHER THAN NEAREST STRUCTURE WITHIN ID' -O". GRIGKET5 AND FLASHIN6D AS REQUIRED IN R808 Y— 4. I IH 0 2'-O I J � al ,� I •' I Iv � b . „ ovtt_ J i. iJBM Vh :s, U x4 .I ..1 } •". �.f V' -��tifF- y w . r. ,g ,m; Vlip V',y'V%” E I � £rjk 7� K•'.� 17 .Ip III III I ., nir EA LED4EF2 W (V I ITHp E 1 -EEL JOIST HANGERS. r------------------------�I I'. f---- -------------- -- — B" DIA STEEL COLUMNS f O 2'-O"x 2'-0"x Ill P.C. FOOTING5 I " -- s'_0" I ---- I i 11.01 I J b I --.-------- ----------' �-- - +2-L/L„{-r BEAM KET I 1, I I TYPI, 5D O I I I X kYP. BD I (5ARA(5 4" PA. FLOOR,YV MM `AD dUAT� s t 4 pp' 1n v BASEMENT y 4' P.G. FLOOR L I HEATER tin r x v :t __ u•• I I 1 I I I I U s.. 3 ` IA STEEL COLUMN .,.,•, - III k., 2' 'x 2'-0"x I'-0' P.G. FOO' - I. ---------------------J O„ 1 4 PORCH SLAB jj o* ,x Y•Hh - , s�_8�� di 1 , s, - ',, { �44 ' r I t : , ONTION PLAN a ��yi AI Fr ,ze I 4 j .`� ��:r��, fid' t• h g r.r _ 2! �•}.'?-k.+ 1d.�'/" c �� . .. � ,,. ,_ 1 T&ESTEPS 10 I I I I I PROP WALL AS REG. I I 7 Al IN DOORWAY 7 IN DRI FOOTINGS VEWAY SECTION TO BE B6" BELOW DRIVEWAY GRADE 12'-4" I B' HIGH x 8" THICK P.G. KALI-5 ON 16" WIDE x 8" THICK P.G. F( 2-#5 REBAR IN BOTTOM OF FC AROUND ENTIRE PERIMETER. SEE SECTION FOR LOCATION .ANCHOR BOLTS MAX. Ib" FROM CORNERS FOUNDATION NOTE ASSUMED 501L BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO THE FOLLOWING GLASSES OF 501L MATERIAL ONLY: 6N5P,SK5P,5G,GM,6G. NOTIFY ENGINEER IF 517E CONDITIONS VARY FROM A55UMED CONDITION. MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3 00 I a 25 DAYS. GONGRETE AT BASEMENT FOUNDATION WALL XTI OR WALL5, PORGHS, STEPS AND GARAGE SLABS 15 TO BE AIR ENTRAINED. IN GONFORMANGE WITH Ar,018, NOMINAL SLUMP. WALLS 6, 5LAB5 5. R323.1 IN AREAS SUBJECT TO DEGAY DAMAGE AND ALL WOOD IN CONTACT WITH THE THE GROUND SHALL REQUIRE THE USE OF APPROVED PRESSURE PRE5ERVATIVELY TREATED OR DEGAY-R515TANT LUMBER. 8324.3.1 TREAT GUT ENDS, NOTCHES E DRILLED HOLES IN ACCORDANCE WITH AWPA 8324 SUBTERRANEAN TERMITE CONTROL TERMITE SHIELDS. PRE55URE PRE5ERVATIVELY TREATED WOOD IN AGGORDANGE WITH THE AWPA STANDARDS AND/OR TERMITE RE515TANT WOOD. CHEMICAL 501L TREATMENT MAY AL50 BE NECESSARY DEPENDING ON 51TE GONDITIONS. R401.3 DRAINAGE. SURFAGE DRAINAGE SHALL BE DIVERTED TO DRYNELL5 OR OTHER APPROVED PONT OF COLLECTION NOT TO CREATE A HAZARD. LOTS SHALL BE GRADED 50 AS TO DRAIN WATER AWAY FROM FOUNDATION WALL5 A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OR 5WALE5 SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. R401.4.1 GEOTEGHNIGAL EVALUATION. IN LIEU OF A COMPLETE GEOTECHN(GAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.I HAVE BEEN ASSUMED. GOMPRES5IBLE OR SHIFTING SOILS SHALL BE REMOVED IN CONFORMANCE WITH 8401.4.2. R402.2 CONCRETE. MATERIALS USED TO PRODUGE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN AGI 318 OR ASTM G 115"1. REINFORCING STEEL AND INSTALLATION TO BE IN CONFORMANCE WITH AGI 318. ANCHOR BOLTS TO BE IN CONFORMANCE WITH A5TM 30-1. R403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS. ALL EXTERIOR FOOTINC75 SHALL BE PLACED AT LEAST 3'-0" MINIMUM BELOW GRADE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. CHANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL BE IN CONFORMANCE WITH R403. R404.1 CONCRETE FOUNDATION WALL5 SHALL BE CONSTRUCTED AS SET FORTH IN SECTION R404 AND AGI 318. BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. SUCH BRACING 15 NOT REQUIRED FOR NAL -5 SUPPORTING LE55 THAN 4 FEET OF UNBALANCED BACKFILL. R405.1 FOUNDATION DRAINAGE. A DRAINAGE SYSTEM 15 NOT REQUIRED WHEN THE FOUNDATION 15 INSTALLED ON WELL DRAINED GROUND OR 5AN06RAVEL MIXTURE 501L5 AGGORDING T6 THE UNIFIED SOIL CLA551FIGATION SYSTEM, GROUP I SOILS, AS DETAILED IN TABLE 405.1 OTHER SOILS REQUIRE DRAINS IN GONFORMANGE WITH R405,1 AROUND ALL CONCRETE OR MA50NARY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE 5PAGE5 LOCATED BELOW GRADE. 8406.1 FOUNDATION DAMPROOFING. EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION R406.1 4 2, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE 5PAGE5 LOCATED BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE BY APPLYING ONE OF THE LISTED DAMPROOPING OR WATERPROOFING MATERIALS LISTED IN SECTION R406. IN AREAS WHERE A TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALL5 THAT RETAIN EARTH AND ENCL05E HABITBALE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE WATERPROOFED AS PER R40i R40-7 STEEL COLUMNS. ALL SURFACES (INSIDE AND OUTSIDE) OF STEEL GOLUMNS SHALL BE GIVEN A SHOP GOAT OF RU5T-INHIBITIVE PAINT, EXCEPT FOR CORROSION -RESISTANT AND COATED STEEL. APPROVED MANUFACTURED GORRO51ON-RE515TANT,COATED STEEL GOLUMN5 WITH TOP BEARING PLATE SHALL BE BOLTED TO THE GIRDER AND THE BOTTOM KITH ANY ADJUSTABLE THREADS ON BEARING PLATE IMBEDED IN THE CONCRETE SLAB. ANGELO 5. NIG051A1 P.E. Englneering 8 De51gn 42 Hayward Avenue Mt. 51na1, NY Illbb 631-928-2112 Fax 631-92b-2163 TWO STORY RF-5IDF—NGE FOUNDATION PLAN 8 NOTEEr Drawn b GK oo.nal�ele Sr.n la: 1/4"T -O° Date: 6 I �nec Ir: 'iaeis I F IR5T FLOOR FLAN AREA = 620 5q. ft. FRAMING NOTES ALL FRAMING LUMBER TO BE DOUGLAS FIR -LARCH #2. PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE #2. TYPICAL HEADER SIZE 15 TO BE 2-2"x10" MINIMUM UNLESS NOTED NO HOLES ALLOWED IN LVLS OR ANY HEADER/GIRDER. NOTCHING AND BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AFEPA WFGM. DOUBLE F.J. UNDER TUBS, HEARTHS AND AT FRAMING OPENIN65. SOLID BLOCKING UNDER NON LOAD BEARING PARTITIONS. -JOISTS TO CONFORM TO MANUFACTURER'S INSTRUCTIONS. JOISTS/RAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. SOLID BLOCKING/ SOLID WEB 5TIFFINER5 AT ALL SUPPORTS. DIAPHRAM BLOCKING AS INDICATED. NAILERS FOR GYPSUM BOARD CEILINGS AS REQUIRED. FIREA1 )RAFT STOP CHASES AND PORCHES. LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: E=2,000,000 p51, Fb= 2800 p51, Fv=285 psl L.VL5 TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVLS. DOUBLE AND TRIPLE MEMBER LVL5 ARE TO BE FASTENED TOGETHER WITH A MINIMUM OF 2 ROWS OF Ibd NAILS 12' O.G., 3 ROW5 OF Ibd NAILS 12" O.G. FOR I4"-18" MEMBERS. SEE MANUFACTURER'S INSTRUGTION5 FOR BOLTING OF FOUR MEMBER AND FASTENING OF 51DE LOADED MULTI -PLY BEAMS. CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING HANGERS, AS PER MANUFACTURER'S INSTRUCTIONS. SEE LOAD PATH/5EGTION SHEET FOR ADDITIONAL ROOF STRAPS, HEADER AND SILL STRAPS HOLDONNS, SHEAR WALL5, ETC. NAILING SCHEDULE - MIN5. AFEPA NFGM REFERENCE NOT INCLUDING UPLIFT E HOLDOWN CONNECTIONS. DESCRIPTION - GALV. COMMON. NAILS #MAILS NAIL 5PACING • • L�91,ICi 6 ROOFING NAILS PER SHINGLE 8d b" O.G. EDGE, 12" O.G. FIELD 8d b" O.G. EDGE, 12" O.G. FIELD 8 6" O.G. EDGE, 6" O.G. FIELD 8d 6" O.G. EDGE, 6" O.G. FIELD ad 4" O.G. EDGE, 4" O.G. FIELD 3-8d PER RAFTER 3-8d PER J015T 3-16d EACH LAP IF G.J. NOT ON TOP PLATE 3-Ibd 2-IOd PER TIE 3-I0d REO'D. ®120 MPH ZONES BLOCK TO R FTER (FACE -NAILED) 2-Bd EACH END RIM l'A5GIA1 TO RAFTER (END -NAILED) 2-16d EACH END GYP UM BOARD - CEILING 5d GOOL T' O.G. EDGE, 10" O.G. FIELD WALL GYPSUM BOARD - WALL 5d COOL T' O.G. EDGE 10" O.G. FIELD 5TRU6TURAL 5HEATHNG 8D 6" O.G. EDGE', 12" O.G. FIELD TOP PLATE TO TOP PLATE (FACE -NAILED) 2-Ibd PER FOOT TOP PLATE AT INTER5EGTIOI(FACE-NAILED) 4-16d JOINTS - EACH 51DE STUD TO STUD (FACE NAILED) 2-16d 24 O.G. HEADER TO HEADER (PAGE -N ILEO) Ibd I6' O.G. ALONG EDGES TOP/BOTTOM PLATE TO STUD LEND -NAILED) Ibd PER 5TUD TOP/BOTTOM PLATE TO STUD TOE -NAILED) 2-I0d PER STUD BOTTOM PLATE TO FLOOR JO ST/RIM 2-16d PER FOOT FLOOR STRUCTURAL TEG SUBFLOOR - GLUED 8d 6" O.G. EDGE, 12" O.G. FIELD J015T TO SILL/PLAT /GIRDER (TOE -NAILED) 4-8d PER .!DIST BRIDGING TO JOIST ��TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OROTON PLAT (TOE -NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BE AC,E-NAILED 3-16d EACH J015T JOIST ON LEDGER TO BE M (TOE -NAILED) 3-8d PER J015T BAND J015T TO SOILTPLEFND �TAOIEEDAILED) 2-116d PER FOOT JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUFACTURER'S IN5TRUGTION5 ANOELO S. NIG051A, F.E. Engineering $ Design 42 Hayward Avenue Mt. Sinal, NY II -766 631-928-2112 Fax 631-928-2163 TWO STORY RE5IDENGE FIRST FLOOR PLAN t FRAMING NOTES 4 FRAMING NOTES ALL FRAMING LUMBER TO BE DOUGLAS FIR -LARCH #2. PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE #2. TYPICAL HEADER SIZE 15 TO BE 2-2"x10" MINIMUM UNLESS NOTED NO HOLES ALLOWED IN LVLS OR ANY HEADER/GIRDER. NOTCHING AND BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AFEPA WFGM. DOUBLE F.J. UNDER TUBS, HEARTHS AND AT FRAMING OPENIN65. SOLID BLOCKING UNDER NON LOAD BEARING PARTITIONS. -JOISTS TO CONFORM TO MANUFACTURER'S INSTRUCTIONS. JOISTS/RAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. SOLID BLOCKING/ SOLID WEB 5TIFFINER5 AT ALL SUPPORTS. DIAPHRAM BLOCKING AS INDICATED. NAILERS FOR GYPSUM BOARD CEILINGS AS REQUIRED. FIREA1 )RAFT STOP CHASES AND PORCHES. LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: E=2,000,000 p51, Fb= 2800 p51, Fv=285 psl L.VL5 TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVLS. DOUBLE AND TRIPLE MEMBER LVL5 ARE TO BE FASTENED TOGETHER WITH A MINIMUM OF 2 ROWS OF Ibd NAILS 12' O.G., 3 ROW5 OF Ibd NAILS 12" O.G. FOR I4"-18" MEMBERS. SEE MANUFACTURER'S INSTRUGTION5 FOR BOLTING OF FOUR MEMBER AND FASTENING OF 51DE LOADED MULTI -PLY BEAMS. CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING HANGERS, AS PER MANUFACTURER'S INSTRUCTIONS. SEE LOAD PATH/5EGTION SHEET FOR ADDITIONAL ROOF STRAPS, HEADER AND SILL STRAPS HOLDONNS, SHEAR WALL5, ETC. NAILING SCHEDULE - MIN5. AFEPA NFGM REFERENCE NOT INCLUDING UPLIFT E HOLDOWN CONNECTIONS. DESCRIPTION - GALV. COMMON. NAILS #MAILS NAIL 5PACING • • L�91,ICi 6 ROOFING NAILS PER SHINGLE 8d b" O.G. EDGE, 12" O.G. FIELD 8d b" O.G. EDGE, 12" O.G. FIELD 8 6" O.G. EDGE, 6" O.G. FIELD 8d 6" O.G. EDGE, 6" O.G. FIELD ad 4" O.G. EDGE, 4" O.G. FIELD 3-8d PER RAFTER 3-8d PER J015T 3-16d EACH LAP IF G.J. NOT ON TOP PLATE 3-Ibd 2-IOd PER TIE 3-I0d REO'D. ®120 MPH ZONES BLOCK TO R FTER (FACE -NAILED) 2-Bd EACH END RIM l'A5GIA1 TO RAFTER (END -NAILED) 2-16d EACH END GYP UM BOARD - CEILING 5d GOOL T' O.G. EDGE, 10" O.G. FIELD WALL GYPSUM BOARD - WALL 5d COOL T' O.G. EDGE 10" O.G. FIELD 5TRU6TURAL 5HEATHNG 8D 6" O.G. EDGE', 12" O.G. FIELD TOP PLATE TO TOP PLATE (FACE -NAILED) 2-Ibd PER FOOT TOP PLATE AT INTER5EGTIOI(FACE-NAILED) 4-16d JOINTS - EACH 51DE STUD TO STUD (FACE NAILED) 2-16d 24 O.G. HEADER TO HEADER (PAGE -N ILEO) Ibd I6' O.G. ALONG EDGES TOP/BOTTOM PLATE TO STUD LEND -NAILED) Ibd PER 5TUD TOP/BOTTOM PLATE TO STUD TOE -NAILED) 2-I0d PER STUD BOTTOM PLATE TO FLOOR JO ST/RIM 2-16d PER FOOT FLOOR STRUCTURAL TEG SUBFLOOR - GLUED 8d 6" O.G. EDGE, 12" O.G. FIELD J015T TO SILL/PLAT /GIRDER (TOE -NAILED) 4-8d PER .!DIST BRIDGING TO JOIST ��TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OROTON PLAT (TOE -NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BE AC,E-NAILED 3-16d EACH J015T JOIST ON LEDGER TO BE M (TOE -NAILED) 3-8d PER J015T BAND J015T TO SOILTPLEFND �TAOIEEDAILED) 2-116d PER FOOT JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUFACTURER'S IN5TRUGTION5 ANOELO S. NIG051A, F.E. Engineering $ Design 42 Hayward Avenue Mt. Sinal, NY II -766 631-928-2112 Fax 631-928-2163 TWO STORY RE5IDENGE FIRST FLOOR PLAN t FRAMING NOTES 5ECONPFLOOR }ALAN AREA = 1071 sq,. ft. PLAN REFERENGE NOTES R308 GLAZING AT HAZARDOUS LOCATIONS SHALL HAVE GLAZING PROTECTION IN CONFORMANCE WITH R308. IN GENERAL, GLAZING IN ALL DOORS 3 FIXED 51DE PANELS. 6LAZING5 LESS THAN 60" ABOVE SURFACES OF TUBS, SHOWERS, ETC., GLAZING WITHIN 24" ARG OF DOORS IN CLOSED POSITION WITH SILLS LE55 THAN 60" ABOVE FLOOR, GLAZIN65 OVER 9 SQUARE FEET AND LE55 THAN 18" ABOVE FLOOR, GLAZING NEAR STAIRWAYS/LANDINGS. SEE COMPLETE TEXT OF R308.4 GLAZING FOR 5PEGIFIC5 ON LOCATIONS AND EXGEPTION5. R308.6 SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH THI5 5EGTION AND HAVE FULLY TEMPERED GLAZING. R309 GARAGE OPENING PROTEGTION AND SEPARATION REQUIRED TO BE AS NOTED AND IN CONFORMANCE KITH R309. GARAGE FLOOR SURFACES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO DRAIN TOWARD THE MAIN VEHIGLE ENTRY DOORWAY. R310.1.1 ALL EMERGENCY ESCAPE AND RE56UE OPENINGS SHALL HAVE A MINIMUM NET GLEAR OIPENIN6 OF 5.7 SQUARE FEET, 24" MINIMUM CLEAR OPENING HEIGHT, 20' MINIMUM CLEAR OPENING NIIDTH, 44" MAX. SILL HEIGHT. FINAL INSTALLED 5TAIRNAY5, HANDRAILS, AND GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE KITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT RESPONSIBLE FOR THESE INSTALLATIONS. 8314 STAIRWAYS SHALL NOT BE LE55 THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELCH THE REQUIRED HEADROOM HEIGHT, HANDRAILS SHALL NOT PROJEGT MORE THAN 4.5 INCHES ON EITHER 51DE OF THE 5TAIR14AY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELON THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5 INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 2-7 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE MAXIMUM RI5ER HEIGHT SHALL BE 8.25" AND THE MINIMUM TREAD DEPTH SHALL BE 9" IN CONFORMANCE KITH 8314.2. MINIMUM HEADROOM 6"-8'. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.4. ENGL05ED AGGE551BLE SPACE UNDER STAIRS SHALL HAVE NALL5, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-IN6H GYPSUM BOARD. 8315.1 HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INGHES AND 38 INCHES RESPEGTIVELY, MEASURED VERTICALLY FROM THE N051NO OF THE TREADS SHALL BE PROVIDED ON AT LEAST ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS KITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. EN05 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A NALL SHALL HAVE A 5PAGE OF NOT LE55 THAN 1.5 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAIL. THE HAN06RP PORTION OF HANDRAILS SHALL HAVE A GIRGULAR GRO55 SECTION OF 1-1/4 INCHES MINIMUM TO 2-5/B INCHES MAXIMUM, EDGE RADIUS OF 1/8". R316.1 GUARDS ARE TO BE A MINIMUM 36 INCHES (914 MM) IN HEIGHT. OPEN 51DE5 OF STAIRS WITH A TOTAL RI5E OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS (EACH SIDE) NOT LE55 THAN 34 INGHE5 IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. (SECOND STORY GUARDS ARE RECOMMENDED TO BE HIGHER) 831-7.1 SINGLE AND MULTIPLE -STATION SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS ON EACH ADDITIONAL STORY OF THE DNELLIN6, INGLUDIN6 BASEMENTS. THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE AL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN AGGORDANGE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRENARMING EQUIPMENT PROVISIONS OF NFPA-12. 8319.1.2 NALL AND CEILING FINISHES NOT INCLUDING TRIM, DOOR OR WINDOW FRAMES SHALL HAVE A FLAME -SPREAD GLAS51FICATION OF NOT GREATER THAN 200. WALL AND GEILIN6 FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 8322 A VAPOR RETARDER SHALL BE INSTALLED ON THE HARM -IN -WINTER 51DE OF ALL INSULATION. RI001.1 MA50NARY CHIMNEYS SHALL BE CONSTRUCTED, ANCHORED, SUPPORTED AND REINFORCED AS REQUIRED INTH15 CHAPTER AND THE APPLICABLE PROVISIONS OF 6HAPTER5 3, 4 AND 6 WITH APPLICABLE CLEARANCES TO COMBUSTIBLES AND FIRESTOPPING. 8801.1 ATTIC, ACCESS. AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER. THE ROUGH - FRAMED OPENING SHALL NOT BE LE55 THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A IHALLNAY OR OTHER READILY ACCESSIBLE LOCATION. A 30-INGH MINIMUM UNOBSTRUGTED HEADROOM IIN THE ATTIC SPACE SHALL BE PROVIDED AT SOMEPOINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.4 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT 15 LOCATED IN ATTICS, IR808.1 COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3 INCHES FROM REGE55ED (LIGHTING FIXTURES, FANMOTOR5 AND OTHER HEAT-PRODUGIN6 DEVICES OR SEPARATED IN ,ACGORDANGE WITH THE CONDITIONS STIPULATED IN THE FIXTURES LISTING. RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTION N1101.3. 5EODNt f Ir � II 'L 5iN6 DIACGRAM FINISH FLOOR ON UNDERLAYMENT ON 5/6" GDX PLYWOOD LOOR � ro yyyyLL P 1%0 .• � I I I F e j0 r oi5x EG�TION A �RO 4 A 11. I�I I I ,d PI N6 -TIE aw Provide mhhun eM dbtmee In eaCft xtl .P=d. roll, TO EXI5TING SEPTI, TANK SIMP50N sTRON6-TIE 6620) 12" IY PVG'VEWS t DRAINS $, COPPER 5UPPUE5 k aGAT1t2X6.GSJ LSU21 EVERT R F 2x011,22xx10 1 EVERY RAFT& f Ta I RAFTER � Ef SC vk '�' YL�%sO p ey' � � T . w + ,., SHED ROOF TO WILT OVEg'MAIN ROOF _- "lad" - , GUTFA5 REG. TO ALLIGN A I y.,,T itt HALL CONSTRUCTION vinYFJ O'wJ �S4k a ON 1/2" COX PLYWOOD ON ' 2x4 STUDS O 16. O.G. W/R-13 IN° FINISH FLOOR ON UNDERLAYMENT ON 5/6" GDX PLYWOOD LOOR � ro yyyyLL P 1%0 .• � I I I F e j0 r oi5x EG�TION A �RO 4 A 11. I�I I I ,d PI N6 -TIE aw Provide mhhun eM dbtmee In eaCft xtl .P=d. roll, TO EXI5TING SEPTI, TANK SIMP50N sTRON6-TIE 6620) 12" IY aGAT1t2X6.GSJ LSU21 EVERT R F 2x011,22xx10 1 EVERY RAFT& 2x12 RAFTE2'y RAFTER TIE $ STRAPPING DETAILS 1, INSTALL STRAPS a 16'0L. OR COLLAR TIES a 16.OL. IN UPPER THIRD OF ATTIC 2. IF 5TRIPPIN6 15 INSTALLED OVER SHEATHING USE IOd NAIL5 A5MAILIN5 SCHEDULE Al 1-1/4' x IOc, 6ALv. HTL:' WN 122' PPINON. STUD FACE SIMPSON 0620 WALL d GANTILVER STRAPPING DETAILS I. INSTALL STRAPS a 16'OL. 2. FI.ODR JOISTS MUST ALIGN "TUD5 ALL STRAPPING HAY SO OVER SHEATHMS WHEN IOd NAILS USED NO SCALE STRAPPING DET, I L NO 5GALE VENT 12 MATCH RIDGE \��O 2x4 G.T. 4 IN5UL. CATHEDRAL CEILING MASTER BATH MASTER BEDROOM 2x10 FJ 16" O.G. ITM UOUT Mev. LIVING ROOM T P °itIilNAltill! 1lRI!i!IAAII 3" BA5EMENT 2'-0" xX I'-0" P.G. FOOTING 4" P.G. SLAB - �I��:knr,�, �rz NOF GO STNS GGTION ASPHALT ROOFING SHINGLES ON 15N FELT ON I/2" COX PLYWOOD ON 2"x6" RR alb" O.C. DIA. CARRIAGE BOLTS SIDES OF G.J. GUTTERS ON 1x6 FACIA (TYP) 15/4"x 9 1/4" LVL HEADER P.G. PORCH t STEPS (2) 2"xb" GOA. WOOD SILL ON TERMITE SHIELD E SILL SEALER _ 5/8" DIA. ANGOHOR BOLTS a4' -O" OG E 1'-0" FROM EN05 -8" P.G. (FOUNDATION -DAMP PROOFING COATING BELOW GRADE PER SECTION R406 -16" WIDE x 8" THICK P.G. FOOTINGS REBAR ENTIRE PERIMETER COVER 3- 1 3/4"x II 1/4" LVL TRIM END OF BEAM TO FIT ROOF RAFTER THI5 ROOF OVER RIDGE SECTION E3 VENT RIDGE ROOFdTl¢Lll ASPHALT ROOFING SHINGLES ON I5# FELT ON I/2" COX PLYWOOD ON 2"x6" RR oi6" O.G. PARTITION BEDROOM 3 1 � 1'-011 TYP. OVHG. ROOF RAFTER RAFTER TO ST 54M N M151: SnV TO SND 51MP50N LST/ HEADER TO JA 51MPSON LSTA 5ND TO BOX. 51MPSON LSTA BOX J015T TO I 51WSON LTP4 FOUNDATION W LOAD PATH DETAIL NO SGALE - 1/2" DIA. CARRIAGE BOLT5 BOTH SIDES OF G.J ENERGY REPORT Compliance Is determined by use of The USDOE 5oftware approved by the secretary of state. The general provisions of the New York State Energy Conservation Construction Cade, Chapter 5, 5ectlon5 502503,504 and 505, shall be met. MEGcheck Compliance Report New York State Energy Gonservatlon Construction Code MEGcheck Software Version 3.5 Release la GOUNTY Suffolk, HDD:5"I50, TYPE: Detached I Family, HEATING Non -Electric. GOMPLIANGE: Passes Maximum UA = 414 Project UA = 329 205% Better Than Gode� ✓✓ Gross Glazing Area or Cavity Gont. or Door Perimeter R -Value R -Value U -Factor UA Gelling I: Flat Gelling. -7314 19.0 0.0 38 Gelling 2: Cathedral Gelling 332 19.0 0.0 1'1 Wall L Wood Frame, 16" o.c. 2668 13.0 0.0 210 Window I: Andersen Low E '12 0.320 23 Door I: Andersen Low E 3l 0.06-7 2 Floor I: Wood Joists H2O 19.0 0.0 314 Boller I: 82 AFUE COMPLIANCE STATEMENT: The proposed building represented In this document Is consistent with the bullding plan5, 5peclficatlon5, and other calculations submitted with this permit appilcatlon.The proposed systems have been designed to meet the New York State Energy Conservation Construction Gode requirements. ENERGY NOTES Gelling I: Flat Gelling R-114.0 cavity Insulation. Ventilation baFfle5. Gelling 2. Cathedral Gelling , R-19.0 cavity Insulatlon. Ventilation baffles. Wall 1: Wood Frame, 16 O.G., P-13.0 cavity insulation Windows: U -factor: 0.340. Andersen - Low E Glazing. Door I, Glass, U -Factor: 0.340: Andersen Dr. Floors: Floor hhood Jol5t, Over Unconditioned Space, R-19.0 cavity Insulation HVAG Equipment: Installed In conformance with Section 503, Bollar: 82 AFUE MIN. Air Leakage: 502.1.4Jolnt5, penetrations, and all other such openings In the building envelope that are sources OF air leakage must be sealed as specified In 502.1.4.2. Recessed lights must be Type IG rated and installed with no penetrations sealed or gasketed to prevent air leakagelnto the un-conditlond space.Vopor Retarder to be on the warm -In -winter side of allnon-vented ceiling5,walis R floor5.1.0 perm max. Materlals Identification: Materials and equipment must be Identified so that compliance can be determined and must be Installed In accordance with the manufacturer's Installation Instructions and code. Duct Insulation to conform wlth5ectlon 503 Fireplaces must be Installed with tight fitting non-combustible fireplace doors and must be provided with a source Of combustion air, as required by the building code Service Water Heating to be Installed In conformance with Section 504. Insulate circulating hot water pipes to the levels In Table I. Heating and Cooling Piping Insulation to conform with Section 503. ANGELO S. NIG051A, P.E. Englneering $ Deelgn 42 Hayward Avenue Mt. 51na1, NY 11-766 631-928-2112 Fax 631-C128-2163 TWO STORY RESIDENGE SECTION, ENERGY NOTES d PLUMBING DIAGRAM