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HomeMy WebLinkAbout41879-Z o�gUFFOl,fcoG Town of Southold 10/31/2018 P.O.Box 1179 0 `o • 53095 Main Rd 'f�ljpl �ao�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40017 Date: 10/31/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3200 Kenneys Rd, Southold SCTM#: 473889 Sec/Block/Lot: 59.-2-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/16/2017 pursuant to which Building Permit No. 41879 dated 8/11/2017 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: alterations and additions including 1 car arage covered porch and deck to an existing one family dwelling as applied for per ZBA#6988, dated 10/20/16 and 10/18/18. The certificate is issued to Costanzo,John&Joanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41879 8/22/2018 PLUMBERS CERTIFICATION DATED 10/16/2018 John Constanzo Tth rized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41879 Date: 8/11/2017 Permission is hereby granted to: Costanzo, John &Joanne 6491 Old Northern Blvd East Norwich, NY 11732 To: construct additions and alterations to existing single-family dwelling as applied for with flood permit per ZBA approval. At premises located at: 3200 Kenneys Rd, Southold SCTM # 473889 Sec/Block/Lot# 59.-2-2 Pursuant to application dated 3/16/2017 and approved by the Building Inspector. To expire on 2/10/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $596.80 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $746.80 Builds spector Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �G a 4 w a o � -7? House No. / Street Hamlet Owner or Owners of PropX/IV t ala 4:t Suffolk County Tax Map No 1000,Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: �✓- �' �s "'� �. Health Dept.Approval: a/��— Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: '' (check one) Fee Submitted:$ v Applicant Signature OF SO(/j�,ol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �p�y� � �� roper.rich ertCc�town.south old.ny.us COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Costanzo Address: 3200 Kenneys Rd City Southold St: New York Zip: 11971 Building Permit#. 41879 Section: 59 Block: 2 Lot, 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 37 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 10 Wall Fixtures 11 Smoke Detectors 1 Main Panel 200a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 52 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200, Switches Twist Lock Exit Fixtures 11 TVSS El Other Equipment 2-combination smoke / co detectors, gas cook top, range hood, wall oven(electric) 9-arc fault circuit breakers Notes, Inspector Signature: �� Date: August 22 2018 81-Cert Electrical Compliance Form.xls I Town Hall Annex Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD a i CERTIFI-CAT--I-O-N Date: l bzz� /w �y Y Building Permit No. o"7 '7 q Owner: z.0 - - u Tease print) - - _. _--Plumbers (Please print) 1 I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. 1; kPlumoffs Sign re) - Sworn to before me this day 20�$ D No Public, GISS - V. County ' - - - OCT 2 2 2018 1 I JAMIE BOROD � NOTARY PUBLIC,State of New York BUMDING,DEPT. No 01 BO6052919 0201 TOWN OF SOUTH Qualified in Nassau County OLD Commission Expires December 26,,20402— j 3 i I s SO(/l�,o N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEG. [ ] UNDATION 2ND [ ] INSULATION [ FRRAAM_NG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .. REMARKS. 6t/wbv� V4 �Ilril bn/ V . Q �o av-✓ - DATE 1 INSPECTOR l ��OF SOUjyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [_ UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ rFIRE E SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL NAL) REMARKS: A v 1 2�.*x Inn t� lQioil &nWb'0Vl y � 5` o,� �vlry ✓ � ✓ � DATE 3 � INSPECTOR oe souryolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,a�' - 765-1802 - - INSPECTION [ ] FOUNDATION 1ST [ ] �RGH PL13G./�� [ ] FOUNDATION 2ND [ INSULATION !w [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: fi�l oh � Lt 8 DATE INSPECTOR OF SOUjyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' INSPECTOR �- OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycouun��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ?i �� INSPECTORS a0FSoUTy # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: e, ri��m& 1�1 K6 jrg VM _wk CA 901, (jV 4 � DATE lul A ul KZ INSPECTOR ® + s Hudson Insulation,.. • � � - -' n of NY,LLC ' 744 McDonald Ave Brooklyn, NY 11218 Phone:718-435-5277 Fax:718-853-0582 Quotation Estimate: 20511-4 Quote Date: 03/13/2018 Job: 2d Blueprint Date: To: CDR CONSULTING Jobsite: 250 SOUND BEACH DR Subdivision: Lot: CDRONTHEBEACH@AOL.COM 88 DOGWOOD LANE MANITUCK, NY SOUTH HOLD Phone:516 384-9225 Fax:631 298-8614 , NY Specifications BATT PHASE ITEMS FOAM BATT PHASE ITEMS WINDOW AND DOOR FOAM CEILING SLOPE CLOSED CELL SPRAY FOAM /R-Value:24-3.K G CEILING SLOPE CLOSED CELL SPRAY FOAM V/ alue:24-3.5" e:5—W OUTSIDE WALLS 2X4 CLOSED CELL SPRAY FOAM RValue:24-3.5" Gw�� OUTSIDE WALLS 2X6 CLOSED CELL SPRAY FOAM v4j -Value:14-2" OUTSIDE WALLS 2X6 13 16X96 /F alue:13 SOUND WALLS 13 16X96 v' R-Value:13 G wd, Total price to supply and install ------------------------------ -------------------------------- 17,800.00 Conditions "TERMS: 50%AT JOB START 50%AT JOB COMPLETION" Areas insulated as specified using Knauf Insulation products. Knauf Insulation products are Energy Star@ and GREENGUARD@ certified. Any additions may be subject to an increase in billing. This estimate is valid for 30 days from the quote date. No oral terms or representations shall be considered a part of this agreement. Please sign and date this quote and return by fax to 718-853-0582. Signature Date Respectfully submitted, Tony Zambrano ISP Manager 347-728-4184 M tonyz@hudsoninsulation.com D C�D i1 D OCT 2-4 2018 , BUILDING DEPT. TOWN OF SOUT11OLD Estimate#20511-4 Page 1 of 1 Quote Date:03/13/2018 i . - Hudson Insulation of NY, LLC N 744 McDonald Ave Brooklyn, NY 11218 �r Phone:718-435-5277 Fax:718-853-0582 Quotation Estimate: 20511-4 Quote Date: 03/13/2018 Job: Blueprint Date: To: CDR CONSULTING Jobsite: 250 SOUND BEACH DR Subdivision: Lot: CDRONTHEBEACH@AOL.COM 88 DOGWOOD LANE MANITUCK, NY SOUTH HOLD Phone:516 384-9225 Fax: 631 298-8614 NY Specifications BATT PHASE ITEMS FOAM BATT PHASE ITEMS WINDOW AND DOOR FOAM CEILING SLOPE CLOSED CELL SPRAY FOAM R-Value:24-3.5" CEILING SLOPE CLOSED CELL SPRAY FOAM R-Value:24-3.5" OUTSIDE WALLS 2X4 CLOSED CELL SPRAY FOAM R-Value.24-3.5" OUTSIDE WALLS 2X6 CLOSED CELL SPRAY FOAM R-Value:14-2" OUTSIDE WALLS 2X6 13 16X96 R-Value:13 SOUND WALLS 13 16X96 R-Value:13 Total price to supply and install ----------------------------------------------------------------- 17,800.00 Conditions "TERMS: 50%AT JOB START 50%AT JOB COMPLETION" Areas insulated as specified using Knauf Insulation products. Knauf Insulation products are Energy Star@ and GREENGUARD@ certified. Any additions may be subject to an increase in billing. This estimate is valid for 30 days from the quote date. No oral terms or representations shall be considered a part of this agreement. Please sign and date this quqttp and return by fax to 718-853-0582. Signature Date �U l Respectfully submit ed, Tony Zambrano ISP Manager 347-728-4184 tonyz@hudsoninsulation.com D FC[EDV[2 D OCT 1 9 2018 BUILDING DEPT. TOWN OF SOtOLiD Estimate#20511-4 Page 1 of 1 Quote Date:03/13/2018 FIELD INSPECTION REPORT DATE COMMENTS Ili• �'rv�t Iry 0 � FOUNDATION(IST (1AA, tf ` � �H Lfvv (lv --------------------------------- FOUNDATION (2ND) luo4)lm is OK rm u✓? y � ROUGH FRAMING& PLUMBING oic r INSULATION PER N.Y. STATE ENERGY CODE ov Ir in FINAL - - - f 1�hl►t�A' 10 ori ADDITIONAL COMMENTS `100P 1 E) / - --0!< G H f � O x H x d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined h 20_r7Contact: Approved ,20 Mail to: Disapproved a/c Phone: S4 Expiration ,20 :d pector (s V D MAR 1 6 2017 PPLICATION FOR BUILDING PERMIT Dated Sr , 20_L?__ BUILDINGDEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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 expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,'the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) o?Sd -(ov vrc1 4e—la, (M ling address of pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �s 14 ..•2. s' sem. r,-� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section S Block " Z Lot a 2— Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupan y of proposed construction: a. Existing use and occupancy s -* ' Cc �w b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition r-- Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost .2 e., Baa 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 `{6 Az Rear Depth r Height Number of Stories Dimensions of same structure with alterations or additions: Front s8�, 's' Rear f .S Depth 32- s� Height Number of Stories Z 8. Dimensions of entire new constructn:14r�r /.Z Rear / 2- Depth ..1�/ Height Number of Stories y rn P k+� J 4:k 9. Size of lot: Front /® S� Rear �� SDepth 7 S' C) 10. Date of Purchase Name of Former Owner 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 P—Will excess fill be removed from premises? YES NO 14. Names of Owner of premises J Address Phone No.G 31. fiJ' O1 ro, Name of ArchitectC k Ae(., Address Phone No 6 3i- 7,2,-,-- 7 rg Name of Contractor A b acute n• q14' • Address Phone No. 3 i 7�s: C-46 6 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) .r a �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual sigmng contract) above named, (S)He is the //- y ee-� (Contractor,Ag nt, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I day of r t/�C'� 20 Notary Public Signa e of Applicant CONNIE D. BUNCH Notary Public,State of Now York No.01 BU6185050 Quarefied in Suffolk Countynn�� Commission Expires April 14,2t�b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/c Jr__J N I I Ar Phone: — O &S lo Expiration - ,20 pi ck ikp D L��LSU V - ilding ector 1 v D M � APPLICATION FOR BUILDING PEJUN �—-- -- � , 8�]'HE". INSTRUCTIONS Date 20 TOWN OF SOUTHOLD 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 expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 4ignature of ap icant or name, if a corporation) O (Mailing address of applic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder c Name of owner of premises 0 h n p (As on the tax roll or latest deed) If applica 's a po " , signatute'-of duly authorized officer ame an title:.ofcorporateofficer) Builders License No.`' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of landN n which proposed zrk will be done House Number Street Hamlet County Tax Map No. 1000 Section 079 Block 02- Lot 00 Z Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /C)o, 000 Fee S-0, (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 q� Rear yf ' Depth ZJ- Height 2 ' Number of Stories Dimensions of same structure with alterations or additions: Front S'Z- , �e � Depth 2S' Height J9 Number of Sto'ie� y 1, Q R {p 8. Dimensions of entire new construction: Front Rear De&DD F jVli 0, !f Height „`; ' Number of Stories 9. Size of lot: Frontl � '-� Rear 1 Depth 10. Date of Purchase Name of Former Owner 01 a r5 Rx-;i-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 r/ 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO t/ 14. Names of Owner of premises C'654r,,??© Address Wcl ub�� 4°Vlhone No. Name of Architect jpDocn as Address Qv 6LY E77 JQa,� &- Phone No -72-­7 -79Y,2) Name of Contractor d her u k, Address fO v Phone No. -Q S`04&(-- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. IT.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOy/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) f ( 6U I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH Notary Public,state o4 hiew York (S)He is the C_C✓1-�-Cc No.01BU6185050 (Contractor,Agent, Corporate Officer, etc.) Qua inSOW G Commisslon Expires April 14,2D-DO 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. S ornz before me this day of 20/ Notary Public Signat e of Applicant BOARD MEMBERS (if SO(/r Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning _ y� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �`�C�UNTY,�� Southold,NY 11971 D V http://southoldtown.northfork.net � DIVED D ZONING BOARD OF APPEALSpAR g=3G a.,w- TOWN OF SOUTHOLD OCT 2 4 2016 OCT 2 4 2016 Tel.(631)765-1809•Fax(631)765-9064e4aia 4 ". BLTILDINGDEP'TF�INGS,DELIBERATIONS AND DETERMINATION outhold Town Clerk TOWN OF SOUTHOLD MEETING OF OCTOBER 20,2016 ZBA FILE: 6988 NAME OF APPLICANT: John and Joanne Costanzo PROPERTY LOCATION: 80 Dogwood Lane, Southold SCTM No. 1000-59-02-02 SEORA 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 18, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (L)WRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 14, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is their recommendation that the proposed action is CONSISTENT with the Policy Standards; and therefore, CONSISTENT with the LWRP provided that a functioning sanitary system be verified, or upgraded, if required, and that stormwater compliance with Chapter 236 Stormwater Management of the Southold Town Code is met. PROPERTY FACTS/DESCRIPTION: The subject property is 9,449 square feet parcel in a R40 Zoning District. The parcel is corner lot and is improved with a one story frame dwelling with attached sheds and an accessory frame shed.. The parcel fronts Kenney's Road to the west for 75.00 feet, fronts Dogwood Lane to the north for 126.35 feet, adjoins a parcel to the east for 82.46 feet and adjoins a parcel to the south for 125 feet, as shown on the Survey/Site Plan prepared by Ernest G. Jung, L.S., dated June 27, 2009 and last revised May 26, 2016 to show proposed additions and lot coverage calculations. BASIS OF APPLICATION: Request for Variance(s) from Article XXIII Section 280-124 and the Building Inspector's June 10, 2016,Notice of Disapproval based on an application for building permit to construct additions and alterations to an existing single family dwelling, at; 1)proposed additions located at less than the code required minimum rear yard setback of 35 feet; 2) proposed additions located at less than the code required minimum side yard setback of 10 feet; and 3) proposed additions more than the code permitted maximum lot coverage of 20%, located at: 80 Dogwood Lane(3200 Kenney's Road), Southold,NY, SCTM No. 1000-59-2-2. f Page 2, October 20,2016 #6988, Costanzo SCTM No. 1000-59-2-2 RELIEF REQUESTED: The applicant proposes to construct additions and alterations to the existing single family dwelling including an attached garage, a wood deck and front porch that will require variances for the following; 1) a rear yard setback of 6.5 feet where the code requires a minimum setback of 35 feet(rear yard to Kenney's Road), easterly property line, 2) a side yard setback of 4.167 feet(4' 2")where the code requires a minimum setback of 10 feet, southerly property line and 3) lot coverage of 24.5%where the code permits a maximum of 20%, as shown on the Survey/Site Plan prepared by Ernest G. Jung, L.S., dated June 27, 2009 and last revised May 26, 2016 to show proposed additions and lot coverage calculations. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6, 2016,at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance for a rear yard setback and side yard setback will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are many dwelling in this neighborhood with non-conforming setbacks of varying degrees. Grant of alternative relief for maximum lot coverage of 22% will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are many parcels in this neighborhood that appear to have non-conforming lot coverage. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances for the proposed non-conforming rear yard and side yard setbacks. The dwelling exists in its non-conforming location and any proposed additions and alterations will require variances. The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance for excessive lot coverage. The applicant could design a plan having conforming lot coverage. 3. Town Law &267-b(3)(b)(3). The variances granted herein for a rear yard setback of 6.5 feet and a side yard setback of 4.167 feet are mathematically substantial, representing 81% and 60%relief from the code, respectively. However, the dwelling exi9ts in its non-conforming location and any proposed additions and alterations will require variances. The applicant proposes to remove two non-conforming attached sheds and one non-conforming accessory shed. The alternative relief granted herein for maximum lot coverage of 22% is not mathematically substantial, representing 10%relief from the code. 4. Town Law §267-b(3)(b)(4) 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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. . z � Page 3, October 20,2016 #6988,Costanzo SCTM No. 1000-59-2-2 6. Town Law §267-b. Grant of the requested reliefs for a rear yard and side yard setback is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of alternative relief for maximum lot coverage of 22% is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations, 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 Schneider, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, for a rear yard setback and side yard setback, and shown on the Survey/Site Plan prepared by Ernest G. Jung, L.S., dated June 27, 2009 and last revised May 26, 2016 to show proposed additions and lot coverage calculations. DENY the variance as applied for, for lot,coverage, and GRANT ALTERNATIVE RELIEF as follows: Maximum lot coverage of 22%. SUBJECT TO THE FOLLOWING CONDITIONS 1. The two attached sheds and the accessory frame shed shall be removed or relocated to a conforming location. 2. A functioning sanitary system to be verified or upgraded, if required, in compliance with Policies 5 and 6 of the LWRP Policy Standards. 3. Proposed improvements shall be in compliance with Chapter 236 Stormwater Management of the Southold Town Code. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before appl ng for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the revised/amended site plan/survey with recalculation of lot coverage, conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. 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. ,The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. i Page 4, October 20,2016 #6988, Costanzo SCTM No. 1000-59-2-2 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Horning, Schneider(Member Goehringer not present). This Resoluti as duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing /d/,j /2016 i BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson '�'Of $O(/r�o 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: - Eric Dantes �, Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��iY10ou►�,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS p [�CRD'V[E TOWN OF SOUTHOLD DD Tel.(631) 765-1809•Fax(631)765-9064 OCT 2 2 2018 October 18, 2018 BUILDING DIJPT Chris Rivera TOWN OF SOUTHOLD 250 Sound Beach Drive Mattituck,NY 11952 RE: Request for De Minimus Determination Appeal No. 6988,Costanzo, 80 Dogwood Lane, Southold SCTM No. 1000-59-2-2 Dear Ms. Rivera; I am in receipt of your correspondence, dated October 10, 2018,requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter,you request a de minimus approval for the construction of a wood deck and set of stairs that varies slightly in configuration from the approved survey dated December 14,2016 prepared by Nathan Taft Corwin III, L.S. You have indicated and also depicted in a survey, last revised September 17, 2018,that the landing and steps are relocated at a distance measuring 4.4 feet from the side yard,which is greater than the minimum side yard setback relief granted of 4.2 feet. In addition,you indicated that the subject steps and landing are built at a reduced square footage,that the rear yard setback of the proposed garage has increased from 8.4 feet to 8.7 feet,and that the lot coverage had not exceeded the maximum lot coverage granted as alternative relief of 22%. Therefore, based upon the information provided and shown on survey last revised September 17,2018,prepared by Nathan Taft Corwin,III, L.S., I have determined your request is de minimus in nature because the amended location of the landing and steps do not increase the degree of non-conformity and upholds the intent of ZBA decision. Please be advised that all conditions set forth in Appeal No. 6988 will still apply, as well as the condition that the survey be amended to indicate that all improvements have not increased the lot coverage greater than 22% . Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. rely, LJ Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector t Scott A. Russell ,� °SU '� S']C'O]KI MWA TIEI[b.. SUPERviS®R1\\4[A\NA\(G11EI\v1[]E1��[' SOUTHOLD TOWN HALL-P.O.Box 1179 u- Oy� _ 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town L: ) V CHAPTER 236 - STORMWATER MANAGEMENT SAM 2017 �) v J U L 05 2017 (TO BE COMPLETED BY THE APPLICANT) BP I%;. I DOES THIS PROHICT I19IVOL,�IE AN TY OF THE FOL)OyOTItd ® MDING OL D I� Ye--, No (01ECK ALL-MAT APPLY) ;! (� �(❑ A. Clearing, grubbing, grading or stripping of land which affects more f�. than 5,000 square feet of ground surface. [:1[21 B. Excavation or filling involving more than 200 cubic yards of material j within any parcel or any contiguous area. �) 00 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal `7 erosion hazard area. Site preparation within the one-hundred-year flood lain as depicted I ❑ E. p P Y P P on FIRM Map of any watercourse. Ella F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management ?F fia Control Plan was received by the Town and the proposal includes E E in-kind replacement of impervious surfaces. t) If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. jAPPLlC1NT tProperty Owner.Design Profesatonol.A�enL Contractor, S.C.T.M. �: 1000 Date. 1 � ` District E� NAME ' o/yIu f��7 �e o � OZ Q?i O` L/ ZJj7 a+ o I Srcthon 6iock Lot FOR BUILDING DE:PAH EMENC USS;ONLY»x*Y l Lontactlntormatwrc /4i Reviewred By: 77 Er — — — — — — — — — — — — — — — — -! 1i ill Property Address/Location of Construction Work: '( �;�— — — — — — — — — — — — — — — — — � F1Appioved for processing Building Permit- i Stormwater Management Control Plan Not Rcquucd. I 1 — — Stormwater Management Control Plan is Required i r ® (Foitivard to Engineering Depai tment for Review) [i FORM * SMCP-TOS M A Y 2Q 14 APPL K ANr S.C.T.M. 1000eb , CHAPTER 236 (Property Owner,Aesrgn P,ofessional,Agent,Contractor,Other) - d�v Stormwater Management Control Plan CHECK LIST vAMi: lis'Xle ,� Sect'n iiia i t ofF S M C P -Plan Requirement& Provide ONE copy of the Building Permit Application S-16 Date. * The applicant must providea Complete Explanation and/or Reason for not providin.- �� 1i/ Z cr j? all hifoi niation that has been Required by the following Chet•khstl 'n�Vu, www w�� 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Helel show all of the following items: if you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries _ b Total Site Acicage. c. Existing-Natural&Man Made Features within 500 L.F. a51�r fyw of the Site Boundary as required by§236-17021. d. "lest Hole Data indicating Sod Characteristics&Depth to Ground Water. _ SEDIMENT CONTROLS e. Limits of Clearing& Area of Proposed Land Disturbance. Shalf include f. Existing &Proposed Contours of the Site (Mmimurn 2 intervals) g Location of all existing&proposed structures,roads, - _ driveways,sidewalks,drainage improvements&uWtties. WWe-ft0� stabilization h. Spot Grades&Finish Floor Elevations for all existing& Seeding of expose and/or inactive soils. proposed structures. I. Location of proposed Swimming Pool and discharge ring. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). _ I. Location of proposed concrete washout area(s). _ M. Location of all pioixwsed erasion&sentiment contiol measures. 0� DRAINAGE 1N RE-R-EQWR _ 2. St�>rmwatei Management Conti of Plan must include Calculations showing C D That the stormwater imlirovemcnts arc siLed to capturc,store,and infiltrate on site the i un-off from all impervious surfaces generated by a two(2)inch - - Baekfflla Engineer's Certificat n rainfall/storm event, that the drainage has been install 4 rt 3. Details&Sectional Drawings for stonmvater practices arc required for approval Items requiring details shall include but not he limited ttx a. Erosion&Sediment Controls. h. Construction Entrance&Site Access. U °„ r ti2.wd fig„ e- c. Inlet Drainage Structures(c g catch basins,trench drain`,etc.) X0VLN Ur d. Leacking SU uctures (einfiltration basins,s�eales,etc) • **** FOR ENGINEER] G EPAR' fE S NLY "* * Additional Information is Required. } i Reviewed & 4 ® Stormwater Management Control Plan is Not Complete. 3 i Approved By. - - - - - - - - - - - - - - - - - - - - - - - ti Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: 0 ® Q®- , FORM - SWC heck List -TOS MAY 2014 D BY: Date: parry Name: G" 41 g Name: No.: S �� _ �� - ress: . D A.)Y No.: J 13SITE INFORMATION: (*Indicates required information) *Marne: Scr A rd Z.,o *e�ddress: 3�c�o 1<60J AJ PL.,R D *Cross Street: *Phone No.: Permit No.:Tax-Map District District: • 1000 Section: Block: Lot: *BPJEF DESCRIPTION OF WORK(Please Pant Clearly) /ZA5A <f?S Q0_' (om.Circle AH 7bat AWy) *Is job ready for inspection: YES J Rough in Fina[ * you need a Temp Cexti#"icate: YES NO Terms Information(i€needed) *Service Size: 1 se 3Ptwe 100 150 200 300 350 400 Other *New Service: Re-connect Urgrotmd Niirnber of Meters / Overhead Additional Information: PAYMENT QUE WITH APPLICATION 824ReQuestfor in ion Form ' 7 !z J tz :f Town Hall Annex �� y� Telephone(631-1802 54375 Main Road ? -� {. Fax(631) 734-9502 P_ O Box 1179 0 1'1 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: �� U �r >L �2 4- Location of Property: Please take notice that the (check applicable line): New'residential structure Addition to existing residential sir (iire Rehabilitation to an existing residential strudture to be constructed or performed at tlie_sabject property reference above will rttilize (check applicable line): Truss type construction (TT) re-engineered wood construction{PW) Timber construction •C- . (T ) in the following iocation(s){check applicable line): door framing, indudi.ng girders and beams (F) --""Roof framing (R) -Floor and roof framing (FR) Signature: 's� - Dame (person submitting this form)- Capacity(check applicable line): i Owner <� Owner representative , TrussResRegl5.docx Fffec.'ve U12015 6" DIAMETER ZEFCECTIVE RED ROMAN(ALPHANIUrvIERIC TONE, _..._ ---- -- ----DESiGNAT-10iG-OFC01vSTttliiiivid (PMS) #187 _ TYPE BASED ON SECTION 6e2 OF THE BUILDING CODE OF NEW YORK STATE 2" WIN. REFLECTIVE 1/2" STROKE CdMP'0IIENTS7HAT/iREOF , TRUSS GONSTRLUC;Tl0I1 • - "F� -FLOOR FRAI�fItNG,�iN,CLUDiI1G • • - - ••- -- GIRDEfiy�''A'Ffi3 "R" R00F lF9 M(NG "FR" FLOOR AND RODF VRAkl46 . TRUSS I B\ffl CPI10. I•S1�I u � - t WrmsovE =s Dlrsral�I EKM4DLE TRUSS IDENiIFICUCI SIGMA-[E-008(20Q5 -- r--- NEW YORK STATE DEPARTMENT OF STATE DIVISION 4F CODE ENFORCEMENT .' a AND ADMINISTRATION •.i' I 1 •. - ` -4k _ � � I n�i•n fi�rll_ S 1l)yt j-t"1.4 T. TERRY +— 1.Ia1�► rP o. mix 1 174 ')"'OWN CLERK F=n 1'iirk 1 l Ir _ Srrulhnlrl Nc�.. ILEGISfRAR OF VITAJ,STAT1SI1CS IClb U, �- Fax (S 161 765.1 9`� MARRIAGE OFF ICER _ / O� TcicRlrcrnc l S I(i 1 76.5. 1 RECORDS PMNAGEMEFf 01-FICEII �� - 1 FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit, /<pplica tion" [FD P(93) ) , and ';'Certificate of Compliance fir Develc/pmen t in Special Flood Hazard Area [C/C(93) ] . _ D a Lv/G. 0 Fr TOW;4 OF SOU-PIOLD Judith T . Terry Southold Town Clerk August 25 , 1993 .•v '1 1 1, ♦ . APPLICATION f PAGE I'o( 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENX' PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sit�nl 1. No work may start until a permit is issued. - 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make imasoaable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO _ THIS APPLICATION ARE,TO THE BEST OF M KNONVLEDGE,TRUE AND ACCURATE. ._ (APPLICANT'S SIGNATURE)Je,01-314�/� DATE ®r /SECTION 2: PROPOSED DEVET O?I./,ENT fT.�c completed by APPLICAJUM NAME ADDRESS TELEPHONE APPLICANT /� �/"// / BUILDER AJ.Eor�, e4 � _ear. ENGINEER PROJECT I✓OCATION: • To avoid delay in proocssing the application, plcasc provide enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be hclpM. FDP(93) t t APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure erResideutial (14 Family) dition O Residential (More tbau 4 Family) Alteration O Noo-residential (Floodproofing? O Yes) ❑ Relocation ❑ Combined Use (Resideadal & Commercial) CI Demolition' ' ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?. ❑ Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) j ❑ Road, Street or Bridge Construction /' O SuFMjvision (New or Expansion) j / O [dual Water or Sewer System r O Other (Please Specify) After completing SECTION 2, APPL[CANf should submit form to Local Administra[or for review. SECTION I FLOODPLAIN DETERMINATION (To be completed by LOCAL ADNI[IMSTRATOR) The proposed development is located on FIRM Pancl No. . Dated The Proposed Development- 0 Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located is a Special Flood Hazard Arca. FIRM zone dcsignalion R loo-Year flood elevation at the site is:" Fl. NGVD (MSL) O Unavailable O The proposed dcvclopmenl is located in a floodway FBFM Paacl No. Datcd ❑ Scc Srcnon 4 (or additional iostruoiom SIGNED DATE APPLICATION A PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he comnlctcd by LOCALADMTNIST RATORI The applicant must submit the documents chcckcd below before the application can be processed: ❑ A site plan showing the location of all c)asti.ng structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), typr—s of water resistant materials used below the first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are, not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). O Floodproofing protection Ievcl (non-residentialFt:NGVDMSL . For only) (MSL). floodproofed stmaures,/AppOcant must attach certification from registered engineer or _ architect. / ' ❑ Cercation from a`registcrcd cogmeer that the proposed actiyit�in a regulatory (loodway tifi will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by L0k'AL ADMINISTRATOR) I have determined that the proposed activity. A- ❑ Is B. ❑ Is not in conformance with provisions of L # 1 Local Law 9_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon payment of designated (cc. If BOX B is checked, the Local Administrator will provide a written summary of deficienues. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals ' APPLICATION s PAGE 4OF4 APPEALS Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing date: Appeals -- Appiove-0 El Yes El NO - Conditions SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)_ NOT y: Any work performed prior to submittal/of the above information is at the riskpf the Appl,'icant. SECTION 7• COMPLLANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADN11NISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the commuoRys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES Cl NO DATE BY DEFICIENCIFS? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADNIINISTRATORI Certificate of Compliance issued: DATE: BY: o [RQ30W[q CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET AUG 1 1 2017 RIVERHEAD, NY 1 1 901 (631 )727-7993 RLTIMINGDE"• CDTH❑MAS63 C@A❑L.C❑M T®MWOF801T��orrnRs. JULY 2 201 7 Building Department Town of Southold Re: Costanzo Residence 80 Dogwood Lane Southold, New York Dear Sire/Madam: This letter shall serve to certify that I was retained to inspect the performance of the existing septic system at the above referenced residence and have found that it is functioning as required. As proposed the addition has no increase in bedroom count. Thank you for your attention to this matter. Please contact me with any question you have. Very ru yours, AS, R.A., ,� . 02A chris <cdronthebeach@aol.com> 10October, 2018 10:29 AM To: kimf@southoldtownny.gov De minims letter RE costanzo DEAR MS. WEISMAN, I AM WRITING TO YOU ON BEHALF OF MY CLIENTS MR. & MRS. COSTANZO, 80 DOGWOOD RD SOUTHOLD, NY. THE COSTANZOS WERE GRANTED A VARIANCE-FROM THE ZBA TO RENOVATE THE HOUSE AND CONSTRUCT A DECK WITH A REAR SET OF STEPS AND A SET OF SIDE YARD STEPS ON A CORNER LOT. THE TOTAL SQUARE FOOTAGE OF THESE STEPS WAS 30 SQUARE FEET AND DURING CONSTRUCTION THEY REPLACED THISE STEPS WITH ONE STAIRCASE AND LANDING OF APPROXIMATELY 22 SQUARE FEET. THE HOUSE SET BACK REMAINED AT 4.2' AND THE NEW STEPS ARE AT 4.4' . THEY ALSO REDUCED THE SIDE YARD GARAGE SETBACK FROM 9.1' AND 8.4 TO 94AND8.7 . AS YOU CAN SEE FROM THE ATTACHED SURVEYS THE REAR STAIRCASE IS FURTHER AWAY FROM THE REAR YARD THEN THE HOUSE ,HOWEVER, IT NOT AS APPLIED FOR WITH THE ZBA. ( PICTURES ENCLOSED) OVERALL, I BELIEVE THEY HAVE NOT EXCEEDED THEIR LOT COVERAGE AND RESPECTFULLY REQUEST THAT THEY BE GRANTED AN AMENDMENT TO THEIR ORIGINAL APPLICATION REGARDING THEIR REAR STAIRCASE SET BACK. THANKING YOU IN ADVANCE FOR YOUR TIME AND CONSIDERATION IN THIS MATTER . SINCERELY, CHRIS RIVERA ­e4 'p qrSIVED ZONING BOO) °ly SURVEY OF PROPERTY a / D SITUATE N 27012'10" E g' a °2�� MAR 2 201 SOUTHOLD 21 .18 n �, ° �Z °_`'° °•� s � TOWN OF SOUTHOLD Y. ----- SUFFOLK COUNTY, NEW YORK 22 �� CpS�I<}tJZO S.C. TAX No. 1000-59-02-02 °, SCALE 1"=20' A. DECEMBER 14, 2016 n a ° AREA = 9,449 sq. ft. " ^� ° �O�O� 0.217 ac. 4 s a °° n 0�• + 0a°�°a + y�iy ro q' : R',,4 e p NOTES: o� G G 1+Q4 n qy0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM v , a EXISTING ELEVATIONS ARE SHOWN THUS:_&g oy 0.� 0�� F.FL. - FIRST FLOOR a do ° v � A. Gs O'•'�'• EXISTING COVERAGE cod' ° + F �•��'::.:r:: ::;� �Tl ° • 142 (j �Q�Q 57 DESCRIPTION AREA X LOT COVERAGE 4' O•, HOUSE 1,230 sq. ft. 13.0X. PORCH 57 sq. ft. y O.6X. f�Fr' (3) SHEDS 161 sq. ft. 1.7X. � do ° '+� e ° �,���n (�� \ :�j; TOTAL PROPOSED 1,448 sq. ft. 15.3X. ° A nd a . npOGyOpF e 4 .. y ° a �� 1 I-QoN�s'� h : ,•. �N;'��P�� PROPOSED COVERAGE ° 4' 9+ �l0� �I" Y �+�c� y V�• DESCRIPTION AREA X LOT COVERAGE a +S 1.4 O 4: ;�' e s OST EXIST. HOUSE 1,230 sq.-ft. 13.OX + �Q ? a6 ss• y�qj�`%5o� PROPOSED GARAGE 288 sq. ft. 3.OX e° IJ ss• a ' TO�S ? '�<<` PROPOSED PORCH 233 sq. ft. 2.5X. ' ? + 5� �- C�S e•, o s•OF PROPOSED DECK 328 sq. ft. 3.5X +-92 gyp, ��a r�• GOa s` �s TOTAL PROPOSED 2,079 sq. ft. 22.OX �. ,d �J _ h� l�,V� � 11.9• '� Jim �� •, yc •` •(�`�py '�� i0l PREPARED A THE.y�NIMUSHED M SAN U /as ESYAau fAlbEW Az s ,, � sp#copy Ttmu Z6�0 � .-4'A o Fqa 9- �tn@1 maywyowleg N7F enwPA Pam filo� / / a• � o D� . Q' Q Y.S. Lic. No. 50467 O n F� .°O.� ToUNAUTHORIZEDSURVEY ALTERATION TI ADDITION ON OF Nathan Ta t Corwin III r SECTTIITNN 72 OFTHENEW YORK STATE °A9 \ COPEDUCATION S OF TUNS SURVEY MAP NOT BEARING Land Surveyor • G THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPi. n I CERRFlCATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. ° IS PREPARED.AND ON HIS BEHALF TO THE TIRE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION USIED HEREON.AND e• do TO THE ASSIGNEES of THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE t OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 ANDEASEMENTS OF RECORD, IF James ort, New York 11947 James ort, New York 11947 ANY,, N NOT SHOWN ARE NOT GUARANTEED. P P c0ti�O, d 0 Al o< N A,� N 27012' 10" E ti� 1 �'o0 21 . 18' d ° °'�z °tee G°�G'�IV Q�oQ `'P ��11�Tf�4 -L2 c'R'Dowo C< °° +�O � �" �o�G• �,� v,9 �r� ti'o s fro`op o 104 10 <41 p . 1 d o �•nQ�;I (1 V 0 V / `l xj +� 1 d ° / Qom/O¢0 < G� �K o / 52 12.1 ° 3'• � d� �° ° d e e �l9 ° pSe�� ° ��pJ /P',.1�h � ��'4, O°G �F.j,�' ° ° d aG l S, ° v��pGQv� OJ5 °Jy� 12. � Fy d 7-0 �y, °G�~v� y��?��`Z` `�`o:Y srs �yS OO 0 S� e '11.4 F ,pG ?0bo S' S ° d TEST HOLE C0. ° d � ��,��A F(�c Jy� c � ° 2�F �. cp TO BE USED Wf A o / �O °� -� °' s ~'0 9 REGRADING & V ` \ s Sy TEMPORARY STO �� VEGETATIVE COV �O ti P� ^ �y C� PERIPHERAL SEC ° �0� FocFP i�o� Ffs' Qr7 ° ��� STABILIZATION N APPROPRIATE FC AND REQUIRED I STABILIZE ENTIRE °�F� WITH VEGETATION s C � ` I y�� y ec•�o+� s�jLs ' ve— \ �OJG`aG X 'j O 73\ BE� eo JDl/ �ii� JCS 4oL A-p e 0.1 9 d �T d ° ° d a e STEEL OR WOOD EXTRA STRENGTH FILTER FABRIC POST (TYP.) TYPICAL STO R M WAT E R UNIT REO'D. WITHOUT WIRE MESH SUPPORT TRAFFIC BEARING 10' MAX, O.C. SPACING TOPS TO BE T ) W/ WIRE SUPPORT FENCE (NOT TO SCALE) 6' MAX. O.C. SPACING W/0 WIRE SUPPORT FENCE CAST IRON INLET FRAME & COVER (FLOCKHART #53518 T • FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER •,• 8" TRAFFIC BEARING SLAB FLOW • . •e PIPE FROM R( , ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST ////� /�\/�\j t =5k•\��\\/�%\�/\\\ CRUSHED ALL AROUND SILT FENCE DETAILS LEACHING RINGS D NOT To SCALE REINFORCED PRECAST CONC. 3'_0• 4000 PSI ® 28 DAYS 3'-0" NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (min.) 4" (min.). MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW ITE TRANSPORT. E ' SITUATE DRK OR .DISTURBS ,::AND-,'STORAGE OF CONSTRUCTION ,LS SHALL BE;'CO k6-,,T0'-THE LIMIT OF CLEARING SOUTHOLD GROUND•DISTURtJANQE`,SHOWN•ON THE APPROVED PLANS. TO THE.-COMMENCEMENT""OF`ANY,CONSTRUCTION ACTIVITIES, TOWN OF. SOUTHOLD INUOUS';LINE°.OF:'SILT SCREEN (MAXIMUM OPENING OF .VE #20). SILL:;B"STAKEDE,'AT'=THE">LIMIT OF CLEARING SUFFOLK COUNTY, NEW YORK OUND DIST"U BANCE.SHOWIN N •THE_.,:APPROVED PLANS. REEN SHALL B,E;'MAINT.AINED;<,:REPAIRED„AND REPLACED AS S.C. TAX NO. 1000-59-02-02 AS NECESSARY'TO ENSURE;>FROPER',,FUNCTION, UNTIL ALL SCALE 1 ”=20' IED AREAS; ARE;'PERMANENT•LY,`V,EGETATED. SEDIMENTS BY THE SCREEN:SHALL��BE-REMOVED—AWAY:FROM THE DECEMBER 14, 2016 TO AN. APPROVED'-UP, ND_Lb dATIQN BEFORE--THE JUNE 19, REVISED MAP IS REMOVED:,, TO THE COMMENCEMENT`_.OF ANY-,CONSTRUCTION ACTIVITIES, AREA = 9,449 sq. ft. INUOUS ROW'=0F-STAKED=,,STRAW,�OR; I SURVEY OF PROPERTY 4 SITUATE N 27012' 10 E o ��_� , SOUTHOLD 21 .18 ° 4, ° �o�oG�� CY TOWN OF SOUTHOLD a �/o, SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-02-02 ��'' °, SCALE 1 "=20' DECEMBER 14, 2016 ° 4 a � ��- SEPTEMBER 17, 2018 AS—BUILT SURVEY 4° �� Fo ` ATF° �oiy �To AREA = 9,449 sq. ft. I1ID as ° r/14- 0.217 ac. 0 18 ° , , a ° 0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ZUI j BOARD OF APp1AL- (� EXISTING ELEVATIONS ARE SHOWN THUS: 5.o �./ ° �O ° ) 2A •5r6,, F.FL. - FIRSTFLOOR Al V 2. FLOOD ZONE INFORMATION TAKEN FROM: P{ q FLOOD INSURANCE RATE MAP No. 36103CO154 H 4 ° a 4E ° 005 a,1 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ° Cz pJ�i ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. A ° C 1 4 44 4° v - ° ° 4 O5) ° 4° a ° ° ° OOy100 '1 9 G� CSO y A ° ° ° ° 2� Q kh �P e G��a , oti�tio o ° ° ° 4 a � o F�PG Q roti �s ° ° a 4 ° �000 F rL''�.6.GQ Q O 4 h GGO� 5 O Bldg Dept copy from ZBA Final review d d4�uments PREPARED IN ACCORDANCE WITH THE MINIMUM ZBA Pile# STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ° ° o NO tom �• Date: 19/ 1% BY THE L.I.Al S. AND APPROVED AND ADOPTED Cb 143N �' s TORE SASSOCIATION.US'EBY THE NEW YORK STATE LAND 0, / �� 11Jt YK UtD �l0JIA L ° �O\ Foci i.�Q� / 000 \„R I� a�� r Lp`G. C, e.".`�w Y O ° P9,Fy �Fs N mN� lic. No. 50467 \ �oo�G' v x 4 ^ UNAUTHORIZED ALTERATION OR ADDITION Nathan T a o r w i n l l l ° 'Q TO THIS SURVEY IS A VIOLATION OF Oma\ o EDUCATIONSECTION Z09 LAWOF THE NEW YORK STATE OA,° COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR 4 9�i� EMBOSSED SEAL SHALL NOT BE CONSIDERED ° Fye TO BE A VALID TRUE COPY. ° CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ° ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE a 4 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout ° LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 e SURVEY OF PROPERTY Q SITUATE N 27012' 10 99 E =a °_� , SOUTHOL�D 21 .18 a ° °�oGTOWN OF SOUTHOLD moo, SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-02-02 A e SCALE 1 "=20' DECEMBER 14, 2016 A ° 1P o SEPTEMBER 17, 2018 AS—BUILT SURVEY Y ° , � d° r ���•Fo G �yTF,° �o�y �T� AREA = 9,449 sq. ft. 0.217 ac. •9} 19 4 0 ° P \ a 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 70, FLR EXISTING ELEVATIONS ARE SHOWN THUS: s-o 2. FLOOD ZONE INFORMATION TAKEN FROM: \�J Q 4-1 P{ y�Q ;�j FLOOD INSURANCE RATE MAP No. 36103CO154 H ° a o`� ° op y` `� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED °e e °e s5FQ�F ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. A 44 C G ° p c ° de ° , e de d ° e ° ° e d d O r e e d a .<<c. O �( Q S .���' d�• d d °°o �oR--1 PSP s Q�pa OQ oti s` d PREPARED 5 00 2s G � d O G •c. - NCE ITH THE MINIMUM '1 STANDARDS I FOR TITLE ASURVEYS AS ESTABLISHED o� � / A �s D1. e LTJ R i��! THE SUCHI.A��S.ES�.BANDY HNEWVYORK STATE TITLE ASSOGIA1 f� 1 �0' tiF � P�'j / �s j OCT - 3 2018 01, 4111, d' / WSJ• � �O ��l !Pf°yr'.1 Y'�(� ti!'i��k T; xtP n�� �! Y '4'A ll >> ,0/ NJ "'AM��w� O N.Y.S. Lic. No. 50467 g JPOrnrn ` \ �pOaG• � X i UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii '0 TO THIS SURVEY IS A VIOLATION OF A SECTION 7209 OF THE NEW YORK STATE GcF .iOi EDUCATION LAW. Land Surveyor OA, COPIES OF THIS SURVEY MAP NOT BEARING $ d qL \ THE LAND SURVEYOR'S INKED SEAL OR ° FBF TO EMBOSSED A VALID L SHALL NO BE CONSIDERED ° CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. ° ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE A 'd TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 i Q - DOGWOOD LNa�,E, E �o . o M ��o�2� 1 v o : zz N 47049'40" E {Ep E 135,`'7' � ^ roll Q D;iy, G✓/.eE I - Q p M O 0 n�`i j, Q �Z I U O 4RP J ��p j J aiM W aX K _ pmRco - a N.2 o o 4_1or o� 001 r N Q OQLo Q1 I I cxi cA R1 o c � V- i w Cie, �/, sTEPs M� -0 w o n ,. N Nil J co Q- �,> Lu N \ 12 3V EXIST ! ,�- B!" 6'-6 ATT V �' .� ,c p 1 CCi IS'�' cewc Gg.vc sy '_ ,lb ' -- Ops sv6os w�Po V a q S 4704914011W ', -125.00' " � M SII oow 6 N N C14 In Z~ W /�Ow o,2 Fo.e�yE.eG Y �ft.2GE,E Y D. U.evS ;f U LO LT ZZ N LLJ This survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Professional " Q) =Q O Land Surveyors. — V O O N *Unauthorized alteration or addition to this survey is a violation of Section 7209 of the New York State Education Law. Copies of this survey map not bearing the i Land Surveyors Inked or embossed seal shall not be considered to be a valid true copy. Certifications indicated hereon shall run only to the person for whom �- the survey Is prepared an on their behalf to the Title Company, Governmental agency and Lending Institution listed hereon, and to the assignees of the Lending J Institutions. Certifications are not transferable to additional institutions and/or subsequent owners. Z *The offsets or dimensions shown from the structures to the property lines are for a specific purpose and use and therefore are not intended to guide the 0 erection of fences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. fn •The existence of rights of way and of easements of record, if any, not shown are not guaranteed. i) LL. *Septic Tank, Cesspool and Water Service locations by others. _1- 00:9071,6002/90/9'6MP'S9g M s109fold PUBIVE) REScheck Software Version 4.6.3 Compliance Certificate • "f Project COSTANZO Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Unspecified Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 80 DOGWOOD LANE Mr.& Mrs. Costanzo Charles Thomas SOUTHOLD, NY Charles Thomas R.A. PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com plidRm �asses using VA trade!!o Compliance- 8.5%Better Than Code Maximum JA- 211 Your UA 193 Maximum SHGC: 0.40 Your SHGC. 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Perimeter Wall 1:Wood Frame, 16" o.c. 1,121 21.0 0.0 " 0.057 52 Orientation: Unspecified Window 1:Wood Frame:Double Pane with Low-E 195 0.310 60 SHGC: 0.29 Orientation: Unspecified Door 1: Solid 16 0.400 6 Orientation: Unspecified Wall 2: Wood Frame, 16" D.C. 584 21.0 0.0 0.057 30 Orientation: Unspecified Window 2:Wood Frame:Double Pane with Low-E 58 0.310 18 SHGC: 0.19 Orientation: Unspecified Ceiling 1: Flat Ceiling or Scissor Truss 486 48.0 0.0 0.026 13 Ceiling 2: Cathedral Ceding 646 48.0 0.0 0.022 14 Compliance Statement. The proposed building design described h SI �' t wilding plans, specifications, and other calculations submitted with the permit application.The proposed j meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requi d ' spectlon Check ist. ame-Title Sig to Date Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO ad Page 1 of10 Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 2 of10 y REScheck Software Version 4.f.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. SectionPlans Verified o Field Verified. # - Pre-Inspection/Plan Review Complies?' Comments/AssumptioWs & Req.ID Value" Value 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate "' ❑Does Not [PR1]1 1 energy code compliance for the CO) ;building envelope.Thermal _? ❑Not Observable , envelope represented on ❑Not Applicable !construction documents. 103.1, i Construction drawings and ❑Complies 103.2, !documentation demonstrate a:, .. _ . .a :: ❑Does Not i.. ;, r 403.7 !energy code compliance for `� [PR3]1 ,lighting and mechanical systems. a. :, ❑Not Observable ; ❑Not Applicable ;Systems serving multiple < PP !dwelling units must demonstrate 4 '' '' •-` sem• �.., � °' ;� .-.�:Y�; , :compliance with the IECC ;Commercial Provisions. 302.1, ':. ,Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 403:7 •: -sized per ACCA Manual S based ! Btu/hr Btu/hr ❑Does Not [0, ]z ion loads calculated per ACCA ! ! Manual J or other methods ; Cooling: Cooling: ;❑Not Observable .{ ,'r Btu/hr Btu/hr approved by the code official. ❑Not Applicable 3 Additional Comments/Assumptions- 1 I High Impact(Tier 1) 1,2,lMedium Impact(Tier 2) -3-,-1 Low Impact(Tier 3) Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 3 of10 Section # Foundation Inspection "Complies? Comments/Assumptions ' &,Req.ID , 303.2.1 ; ;A protective covering is installed to ;❑Complies [F011]z°. ;protect exposed exterior insulation ❑Does Not ;.;. Viand extends a minimum of 6 in. below ❑Not Observable i grade. l ;❑Not Applicable 403g,,, .-°, Snow-and ice-melting system controls;❑Complies ; ,[FO2-]2installed. ❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ;2 Medium Impact(Tier 2) `3 1 Low Impact(Tier 3) Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection ValueValue • Complies? Comments/Assumptions ' 402.1.1, I Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i ❑Does Not ;table for values 1 1 I [FRl] ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ', U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, f 1 f 402.3.6, ; ;❑Not Observable 402.5 :❑Not Applicable [FR2]1 ; ! I 1 1 1 I 1 I i i 303.1.3 ;U-factors of fenestration products '' ', " �:: `..<.` °' ;-•;. ';" " °"° ' _ x.:,;❑Complies ' [FR4]1 .are determined in accordance __ g `r :;` :"�" •` ❑Does Not with the NFRC test procedure or = kNot Observable taken from the default table. .m, ..~ - ❑ ,,,,{❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier `' �• ,❑Complies ❑xr b 1 installed per manufacturer's i E Does Not [FR23] instructions. ;`" ` "x jr. �.k'`' ;a < m''• ❑Not Observable '1❑Not Applicable 1 402.4.3 ;Fenestration that is not site built ~ : ?- Y',: ,, ' ` ',❑Complies [FR20]1 is listed and labeled as meetingr',0•, is ;gy,,;, a� :❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ; or has infiltration rates per NFRC i. s '? _ 4 3400 that do not exceed code ''`s b ❑Not Applicable i limits. I -v 402:4.5'!"-' IC-rated recessed lighting fixtures`` 4 y' i❑Complies [FR16sealed at housing/interior finish 4 ❑Does Not jand labeled to indicate <_2.0 cfm 3 q ;❑Not Observable ; ,leakage at 75 Pa. ? ;';• ❑Not Applicable 403.2.1 ;Supply and return ducts in attics , w ❑Complies ; [FR12]1 ;insulated >= R-8 where duct is ( p )❑Does Not >= 3 inches in diameter and >_ 'R-6 where < 3 inches.Supply and I +- �' ' :;: 7 J❑Not Observable ' I ;return ducts in other portions of ; µ° '' ' .tib= T❑Not Applicable :the building insulated >= R-6 for diameter>= 3 inches and R-4.2 f Q 1 ;for< 3 inches in diameter. 403.33.5,,1 Building cavities are not used as # <'>. ❑Complies ; (F,R15]3 _,ducts or plenums. 1❑Does Not i y ❑Not Observable „�❑Not Applicable 4'03:4 HVAC piping conveying fluids R- R- ;❑Complies [F]117.]z ',=`a above 105°F or chilled fluids E❑Does Not ;below 55°F are insulated to>_R- ,, 3 ;❑Not Observable ; j❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ' [FR24]1 ;piping. I❑Does Not I❑Not Observable f }❑Not Applicable 4903,5:3'° .`,Hot water pipes are insulated to R- R- ;❑Complies ; (FR18j2 ,„I>_R-3. ;❑Does Not � ' ,. ..„, •:, ;❑Not Observable ; ❑Not Applicable 4036y:,.jAutomatic or gravity dampers are FRhs ❑Complies [ 9]?:, !1installed on all outdoor air ! j❑Does Not '-iintakes and exhausts. '11❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2,; Medium Impact(Tier 2) l,3 I Low Impact(Tier 3) Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 5 of10 Additional Comments/Assumptions: 11 High Impact (Tier 1) 2' 1 Medium Impact(Tier 2) 1'8.1 Low Impact(Tier 3) Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 6 of 10 Section Plans,Verified Field Verified # Insulation,'Inspection -Complies? `Comments/Assuinptioins &'Req.ID" Value Value 3031• �AII installed insulation is labeled �. ,;; ❑Complies [IN13l2 . ,or the installed R-values ; ❑Does Not j i provided. []Not Observable �`� �,..f ; �,. •ham. IN ❑Not Applicable 402.1.1, 'Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood :F-]Does Not ;table for values. 402.2.6 ! ;wall insulation on the wall ❑ Mass E] Mass ❑Not Observable [IN3]1 !exterior,the exterior insulation 1 1 requirement applies(FR10). E] Steel EJ Steel :❑Not Applicable 0 F i , 303.2 i Wall insulation is installed per 5 ❑Complies [IN4]1 !manufacturer's instructions. ❑Does Not [-]Not Observable []Not Applicable , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 7 of10 section" Plans Verified Field Verified . # Final Inspection'Prbvisions Complies? Comments/Assumptions &`Re"q.ID Value Value. 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ! El woo ❑ Wood ❑Does Not ;table for values. 402.2.2, ( ❑ Steel ❑ Steel �❑Not Observable 402.2.6 ; [FI1]1 i ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ; 303.2 ;manufacturer's instructions. ❑Does Not [F12]1 !Blown insulation marked every 300 ft2. ❑Not Observable ; ❑Not Applicable j -402:2:3 <_ %Vented attics with air permeable I ❑Complies [FI22]? _ ,insulation include baffle adjacent ❑Does Not oto soffit and eave vents that ;extends over insulation. []Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [17I3]1 I insulation >_R-value of the T❑Does Not adjacent assembly. ;❑Not Observable T❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable I ❑Not Applicable 403.2.3I Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not i< =3 cfm/100 ft2 without air f :handler @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to UNot Applicable !occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 !determine air leakage with ft2 ft2 !❑Does Not !either: Rough-in test:Total leakage measured with a ;❑Not Observable !pressure differential of 0.1 inch ❑Not Applicable lw.g. across the system including ! !the manufacturer's air handler I enclosure if installed at time of !test. Postconstruction test:Total ! ! ;leakage measured with a pressure differential of 0.1 inch w.g. across the entire system I including the manufacturer's air ! ! handler enclosure. 403.3.2.1 ;Air handler leakage designated " r `: Y:. xsz >' ;❑Complies [F[24]1 !by manufacturer at<=20/( of : `k ��❑Does Not #' > design air flow. T❑Not Observable a'a ❑Not Applicable 403.1.1 I Programmable thermostats ; ❑Complies [FI9]2installed for control of primary ❑Does Not ;heating and cooling systems and ❑Not Observable S initially set by manufacturer to `: :. ❑Not Applicable . code specifications. ,„ ,, „�_ _ ,, PP , 403:1.2` (Heat pump thermostat installed `' `` i❑Complies [F[10]2 "Ionheat pumps. :> ..zya < ❑Does Not ❑Not Observable r r #a �, I � s. „.", •�,� ❑Not Applicable 403.5.1.=, ]Circulating service hot water ❑ Complies NVIPt � : �, [Flli]2 ;systems have automatic or _,. "�" t:" []Does Not a. ; Jaccessible manual controls. G. y n,, x• ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 8 of10 Section Plans Verified Field,Verified . 'Final Inspection'Provisions`; Complies? Comment /Assumptions" &'`Req.ID Value Value' 403`&L 'All mechanical ventilation system ❑Complies ; [FI25tj?, ,"j fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy Not Observable land air flow limits. s , ❑ []Not Applicable ;403x2`-.•',,w`:'Hot water boilers supplying heat ❑Complies ;[F1126]? - through one-or two-pipe heating []Does Not ]systems have outdoor setback I' V-. I control to lower boiler water ❑Not Observable ; '' temperature based on outdoor ❑Not Applicable itemperature. Heated water circulation systems , ❑Complies ; [FI^28]? ;have a circulation pump.The L ❑Does Not system return pipe is a dedicated ' ` return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are !not present. Controls for j circulating hot water system ; pumps start the pump with signal for hot water demand within the occupancy.Controls ;automatically turn off the pump ` . 3when water is in circulation loop j is at set-point temperature and , ; I no demand for hot water exists. 403.5:1:2,,{Electric heat trace systems ! °i ❑Complies ; '[F129]2 ' 'j comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically ❑Not Observable adjust the energy input to the , ; ' heat tracing to maintain the ;> ❑Not Applicable desired water temperature in the piping. 403:5:2 „,,Water distribution systems that ❑Complies ; [F130]2,, °°„#have recirculation pumps that _ ❑Does Not pump water from a heated water ";Supply pipe back to the heated ❑Not Observable 9;p water source through a cold ❑Not Applicable {.:'.,. v,water supply pipe have a .:demand recirculation water ; ;system. Pumps have controls ; that manage operation of the ')pump and limit the temperature of the water entering the cold F 'water piping to 1049F. 4,03:5;.4'M '.-,Drain water heat recovery units ❑Complies ; tested in accordance with CSA []Does Not 855.1. Potable water-side h pressure loss of drain water heat ❑Not Observable 33❑Not Applicable recovery units < 3 psi for pp individual units connected to one -k or two showers. Potable water- side pressure loss of drain water ; heat recovery units < 2 psi for {( -1 individual units connected to ';three or more showers. 404.1 175%of lamps in permanent ❑Complies ; [FI6]� :fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps. , 7 Does not apply to low-voltage ❑Not Observable , ;lighting. ❑Not Applicable 404:1.1 Fuel gas lighting systems have ❑Complies [F123]3 'no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 9 of10 section t :Plans`Verified Field Verified`. . ' # - Finalanspectidn`Provisions Gdmplies? �Comments/Assumptions . &'•Req:ID value a Value ;401=;3;x` ;;Compliance certificate posted. ❑Complies ; ([F.17.]? ❑Does Not �``, i —]Not Observable a ❑Not Applicable Manufacturer manuals for ❑Complies ;..� [FI1`8]3, ,: mechanical and water heating ❑ " Does Not systems have been provided. ❑Not Observable I ❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) .2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: COSTANZO Residence Report date: 02/13/17 Data filename: C:\Users\Fred\Documents\REScheck\COSTANZO addition.rck Page 10 of10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 48.00 Ductwork (unconditioned spaces): Glass&Door Rating LI-Factor SHGC Window 0.31 0.29 Door 0.40 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments {� - - - - - - - - i "a���, ARCHITECT APPRgVED AS NOTED DATE: 9 71 B.P.BP # REVISIONS D E S C R I P T I O N FEE:_ BY: 26'-5" NOT;FY BUILDING DEPARTMENT AT� I R 0 FOLLOWING AINSP 0 4 PM FOR THE `o E X I S T I N G I I. FOUNDATION - TWO RE I QUIRED B E D R 0 0 M O E X I S T I N G FOR POURED CONCRETE (�----� L I V I N G I 2. ROUGH • FRAMING & PLUMBING U I ROOM "' 3. INSULATION I 4. FINAL - CO"i..;; 45'-8" rA EXISTING SHED TO I I 4. EXISTING SHED TO I I I I BE REMOVED I I UNE OF EXISTING 2'--0" 2'Fl��v Rte. , A® t BE REMOVED I I I I ROOF TO BE REMOVEDlu 2452 TEMP GLASS �� - d - - - - - -SEfi6=-8' ABO - - - - - — -- - - - - -� — — — — — — STAIR PLAIFOR II 30 2 A 351 CENTER ON NEWS R A2 A 1 �.. - ARCH ITECT I I � 14'-0" 13'-5" UP EXISTING FIREPLACE TO REMAIN � -' o I 26'-5" C-4 REVISIONS DESCRIP T ION Ln N 7/25/17 SMART VENTS 00 (O � I O Nt v e 0) I j� E X I S T I N G EXISTING - o B E D R O O M E x I s r I N c 20 UNE OF EXISTING _ L I V I N G I ROOF TO BE REMOVED R 0 0 M 3—o 3068 — — LINE OF FLOOR (2) 12" ML HEADER I STONE VE 4"X4" POST ABOVE 23"_5" v I PROPOSED BLUESTONE STEPS PATIO UP I = _ (12" TREADS X 7" RISE) TO PATIO RooL - I - _ � - - -11- - _ - _ - - - - - - - -_- -_--- _ - � � WALK iA N I N a (2)2'X10" FLUSH C == •yy" 1" X 8" FASCIA W/l"X2" OVER 1"X6" TRIM 4" CORBLES ASPHALT ROOF SHINGLES REVISIONS D E S C R I P T ION RAISE EXISTING CHIMNEY `O N 2'-0" ABOVE 10'-0" HORIZONTAL ASPHALT ROOF a e � P T O F S G S SHINGLES H L III Hill III IIII III 1111 111 1-1 LIZ// ( ) A CX 135 12 AIR E E I c ASPHALT ROOF H N S 2046 304 204& °0 00 SHINGLES 12 12 p 5 x- 1836 S L � A 21 CEDAR PERFECTION HN S A H TRS LINE OF EXISTING cV SHINGLES ROOF TO BER TMOVED I KA A F I N N E A 21 ILLIJ A E -----BOX OUT 4"X4" ACO POSIS HI (2) CX 135 8"X8" OUTSIDE oCEDAR PERFECTION CX 135 _ RAILING PER CODE AS I SHINGLES FWG 6061 3052 SELECTED PER OWNER (2) 2452 TFT FT-FCEDAR PERFECTION ® ® � D P E I N SHINGLES LS N E — — FWH60611 z E F R 0 N T E L E V A T 1 0 N E R I G H T S I D E E L E V A T I O N 2 SCALE: 1/4" = 1'-0" z O SCALE: 1/4" = 1'-0" 0 -� P Q w 0 fr z -- w oN � 1" X 8" FP�::IA Z TRIM 0 W/1"XOVER ASPHALT ROOF SHINGLES ASPHALT ROOF 0 SHINGLES R ISE EXISTING CHIM EY I -0" ABOVE 10'-( " Q- HORIZONTAL ASPHALT ROOF SHINGLES 0 MATCH EXISTING 12 CEDAR PERFECTION SHINGLES BRICK 12 0 3046 ASPHALT ROOF OD 00 12 12 BUILT UP CRICKET SHINGLES 121 12 ASPHALT BEHIND CHIMNEY SHINGLES / CEDAR PERFECTION s SHINGLES 2452 TEMP GLA 3S A i A 1 SET 6'-8" ABOVE STAIR PLATFOR A 51 CENTER ON NEWTAIR e e 00 0 I Ell C.0 I 3052 CEDAR PERFECTION ^ 3052 CEDAR PERFECTION CEDAR PERFECTION SHINGLES SHINGLES SHINGLES — — 3066 Charles M. Thomas a r c h i t ec t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT 80 DOGWOOD LANE SOUTH OLD E R E A R E LE V A T 1 0 N E L E F T S I D E E L E VA T I 0 N Elm 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" ELEVATION DATE: 01/30/17 PROJECT N0. DRAWING BY. C.M.T. CHK BY. DWG No. FA I-FO03 - 00 3OF4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CS20 WALL TO WALL (14) 10d x 1 1/2" FASTENER aj 5 1/4" X 16" PARALAM C ��'`9 �' RIDGE BEAM c o, M TS16 2"X8" COLLAR TIES ® 16"OC 1�J�nIA r:. �' ARCHITECT MTS20 10' ABOVE SECOND FLOOR SUBFLOOR TYPICAL ROOF CONSTRUCTION `� W ASPHALT ROOF SHINGLES OVER 30# ROOFING FELT ON 1/2" CDX PLYWOOD SHEATHING. ASPHALT ROOF 2"X12" ROOF RAFTERS @ 16" O.C. W/ R-48 FOAM INSULATION SHINGLES REVISIONS D E S C R I P T I O N o ° ABU44 Ao TYPICAL CEILING CONSTRUCTION .. I °° 2MMM R I I D59 O 12 2" X 8" CEILING JOISTS 0 16" O.C. DEOI ' 12� 2-9 TYPICAL WALL CONSTRUCTION ° bo CED WRAP 1/2A CDX PLECTION YWOOD SHENGLES ATHING NG ONK2H 6USW STUDS ° o 0 0 00 0" Jl" SHEET WALLS AND CLG 12 R-19 R-19 O.C. FOAM INSULATION Simpson Strong—Tie � 5 ASPHALT ROOF SHINGLES OVER 30# ROOFING FELT ON 1/2" CDX N PLYWOOD SHEATHING. ° POST TO CONC. FOOTING I 2"X8" ROOF RAFTERS @ 16" Q.G. ° SCALE: N.T.S. 2"x6" CJ 0 16"O.C. a ° (3) 2X10 HDR ° EXISTING FIRST FLOOR EXTERIOR J oWALLS TO REMAINa u- BOX OUT 4"x4" ACQ POSTS o _luLd V) 8"x8" OUTSIDE CO i 1 0 WALL TO WALL CONNECTIONS LSSU28 ^o REMOVE EXISTING WA INSULATION 0 SCALE: N.T.S. NEW SPRAY FOAM FUL STUD ]E SIMPSON STRONG—TIE (CS20) INSTALL ® 16" O.C.) �° (R 21 MIN) RAFTER EXISTING SLAB TO REMAIN 2" x 8" ACQ JSTS @ 16 OC. (3) 2X10 ACQ GIRDER Ridge Beam RIDGE _ EXISTING FOUNDATION WALLS TO REMAIN 12"o SONO TUBE ON 24"x24"x12" FOOTINGS MIN 36" BELOW GRADE ® Simpson Strong—Tie # LSSU 28 (MUST BE VIRGIN SOIL) RIDGEADJUSTABLE HANGER —e SCALE: N.T.S. w RAFTER U A S E C T 1 0 N Simpson Strong Tie 4 SCALE: 1/4" = 1'-0" O WITH CEILING COLLAR TIES ® 32" O.C. CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strona—Tie HDU PER RAFTER INSTALLED OVER PLYWOOD (CORNER HOLD DOWN) z 0 TYPICAL THROUGHOUT 1ST & 2NDI FLOOR RIDGE STRAP TIE _ CORNER HOLD DOWN SCALE: N.T.S. SCALE: N.T.S. \ W 3046 r� 2"X12" RR (9116" OC. I 2"X12" RR @ 16" OC. /\ z I I o EXISTING FIREPLACE W QI al / TO REMAIN O I I I I R R TO WALL _ 1' I \ U of Tr o / 26'-5" (14) 10d x 1 /2" FASTENER i ° Ld oI >oi o f MSTA 1 m � U O co to aI ,,41\ rol /J OPEN TO o a O QI <I 4 L I V I N G 12 �I W �I ti R 0 0 M �— of LINE OF 8'-0" CLG — \�\ of ' ao 3 0 0l / of O N _ Simpson Strong—Tie x \ zl ZIn I / N J t J x N — PROPOSED LOFT — n N ADJUSTABLE HANGER \ / \ / \ / 23'-5" MTS12 SCALE: N.T.S. I Q i7 � \ t DN a — 5 1/4" X 16" PARALAM 0 _ 51/4" X 16" PA$ALAM _ 00 RIDGE BEAM — RIDGE BEAMLO 22'-0 — \ N D / — — — — I�- (2) 2"X12,. co - - - - - - - - / - -�1— x \- - - - - - - - II / \ II D10 " U / o / QI Q o IQ \ OPEN TO a 3 4"x9 1 4" LVL RIDGE io LINE OF 8'-0" CLG — b ofof U \ / \ ® � ®I � ''0 KITCHEN ® �Pr I of IrII I IIIW f Of>om xIUal WI \ vN III _ -6 2"- - (CV � II N XNLO JIRAFTER TO WALL I® � `�vr 0" KNEE WALL N�SCALE: N.T.S. [4-1"Tr �TMRuRooF o DYP o 2"X12" RR 2"X12" RRnUR0oFP1o L J ROOF 3-4 Z o "XS" CT 6" OC. 9 @ 16' oc @ 16 oc W '°-° AF Ofit Charles M . Thomas 2"X12" RR @i6" OC.Z 2"X12" RR@16" OC. J \ N 4'-0" a r c h i t e c t 2046 3046 2046 PO BOX 877 JAMESPORT, NY 11947 (631) 127-7993 I I cJ HOUSE I o 0 P R O P O S E D PROJECT PORCH 80 DOGWOOD LANE o- loo I I 2"X12" RR 2"X12" RR SOUTHOLD 2"X8" RR @ 16" OC. ( 2"X8" RR C 16" O(C. N @ 16" OC @ 16" OC I -I—— - --� �2t-T---- 2 FRAME FRONT REVERSE THRY AND �2"Y �1-1/2"V C�1-1/2'V LAYOVER FRAME PORCH ROOF SECTION I II LAV I W.C. LAV I LAV I W.C. I SINK WASHER FRESH AIR INLET I I I I � p I TUB I SHOWER 4. I LOFT / ROOF FRAMING FIRST FLOOR 12•_0" 3' L2" 1-1/2 2• 3' C.O. DATE: 01/30/17 FLR. PROJECT No. ILF DRAWING BY. C.M.T. CONNECT TO APPROVED P.V.C. PIPE PITCHED A LOFT ROOF FRAMING PLAN CHK BY. F.A.I. & SANITARY SYSTEM AS PER N.Y.S. CODE DWG No. PLUMBING RISER DIAGRAM 4 SCALE: 1/4" = 1 IN- 004 - 00 4 OF 4 SCALE: N . T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 G'� CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE Ca`� '' ��' RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION ' ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/1so SLOPES THAN 4 W/NO FINISHED CEILING TOP PLATES SECOND STORY TOP PLATE— TABLE 3.1 ATTACHED TO RAFTERS s TOP PLATE SEE DRILLING AND GYPSM BOARD INSTALWWFF MM CE� N / STUD INTERIOR WALLS AND H/180 NOTCHING PROVISIONS 16d NAIL AT 24 O.C. ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBEEXT. WALLS DIAMETER 40% z S W PLASTER OR H OF STUD DEPTH WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FlNISHE 5/8" MIN. TO EDGE WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE /iso d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 ALL PANEL EDGES) WITH BRITTLE(b) FINISHES T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" IMIN. TO EDGE — FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH v BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be TOP PLATE SEE WFCM SECTION 3.3 permitted to be taken as o.7 times the cn OR BLOCKING WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME: b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT DR 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED roczn exceed L/60. For sandwich panels used in roofs or walls of BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING \--WOOD STRUCTURAL PANEL sunroom additions or patio covers, r` HIGH WIND EDITION p the total load deflection shall OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2015 SBC not exceed L/120 w 16d NAIL AT 24" O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION O SILL PLATE J01 ST o SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOAD FIGURE 3.3 A • CRAWL SPACE ° � 8RAMANG MEMB RS�A�NPANEL p _ SECTION 3.4.2.1 .1 OR BASEMENT \_SUBFLOOR ,� NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS • FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEA SLAB—ON—GRADE FRAMING MEMBERS NOT AT DEAD LOAD DEAD LOAD FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf RING WALLS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF ONLY 1.0 1.2 co 2x4 CONTINUOUS BEARING WALL � �( � ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. � r NON—BEARING WA LLS: R 6 0 2.6 CX 2 FOR Sk 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) I— o TYPICAL WALL, FLO 0 R 8c ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n (v Ill FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE FASTENER SPACING inches TRUSS OR CEILING JOIST � W SEE STUD TO RAFTER z Q FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PILE TUD T PICAL OR STUD TO STUD DETAIL i GABLE END TRUSS TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL CONNECTORS 0 <_ 6 FEET < 8 FEET 1/2" SPACING—\ A A R QUIRED U ALLOWS N0. 8 WOOD SCREW '� p1 HOLDDOWN 10-8d 0 NAILS „ 16 10 8 INSTALLATION HEADER STUDS ---FULL LENGTH 5d COOLER N ANCHOR WITH 2 EMBEDMENT R AILS AT 10 O.C. Q LENGHT DOUBLE )) A A WA STUDS I. ATJHARDI")RE ° ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS N0. 10 WOOD SCREW 16" 12" 9" HOLDDOWN c o TRANSFER SHEAR AT EACH END OF HEADER AND (HDU) AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT OA02 NOTE: SIMILAR N UP ADDITION TO CONNECTORS AT Q W LENGHT CONNECTION AT CO NEC R 5d COOLER NAILS AT 7 O.C. MMON FOUNDATION. R uIR WALL OF RUDS IP P ES D AT TOP AND 20 GAUGE STRAP z NAILSAT LL. FLOOR BRACING AT END BAYS w � WITH 2A EMBEDMENT SED ANCHOR 16" 16" 16" SIDE WALL WALL TYP I CAL FRAMING AND UPLIFT 10-8d NAILS Q Uj LENGHT suBFL00R ( WFCM FIGURE 3. 6 ) CONNECTIONS FOR OPENINGS Q w 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I I `Of `' b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FACE OF FOOTING CEILING BRACING GABLE ENDWALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ZD Of 0 12" MAX. ( WFCM FIGURE 11 c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN Cn _jON EMBEDMENT LENGHT OF NOT LESS THAN 21' INTO THE BUILDING FRAME. NAILS BASED U_ � SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ,�,�,, Li TOP PLATE U o d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING r ¢ oJ VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING PROVIDE RAFTER TO USE g TENSION STRAP 0 H 2 BUT NEED OT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF LESS THAN 1,500 POUNDS. ° / .� H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT OMMON NAIL S 0 ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MAX. EACH END OF 1-1�4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N HOLDDOWN ° CORNER STUD , I`I (HDU) ° ° ° CONNECTED TO 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW ROOF RAFTER ° ° ° TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS Z ° ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING ° DOUBLE PREFERRED METHOD 20 GA. STRAP— STUD MIN. z 1 j" WIDE MIN. AT HARDWARE o ° RAFTER 110� J W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM /_16d NAIL AT ♦^ FLOOR TO FLOOR PHD5 24„ RIDGE TENSION �" STRAP DETAIL � CONNECTION o TABLE R301 . 5 NOTESE N U FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. � SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T A B L. E R301 . 5 O AREA HOLDDOWN USED NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN °' / LENGTH SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-2D-40 INCHES MIN. 6-Sd PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES OR WHERE THERE ARE NOT TWO S I m son Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-Sd TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS PSItow p 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 ( ) T A35— Chimney Framing2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT ■� Z CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. 3 ROOF R RIDGE DETAIL 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT AETALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. W CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND I E O d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT �♦♦ Uj TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. Ni. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 W (� e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR NAIL PENETRATION INTO FRAMING IS ACHIEVED. WOOD STRUCTURALWALLS. L ,� f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 - �II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L co ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 x ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED C) (TABLE 3.1, WCFM 20151 24 O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ca a LOAD REQUIREMENT. o ® HIGH WIND EDITION)) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ,v a ® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 ® 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND C) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS ----40 FRAMING MEMBERS NOTE CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE I r_2_'*'� CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS ° MET: EXTERIOR C 0 R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 SCALE. N. T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson Strong — Tie 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. /� TABLE 4 WFCM 2015 HIGH WIND EDITION) " WFCM 2 015 HIGH WIND EDITION )I TI 0 N � The design of this structure is based upon prescriptive approach using the (TABLE B LE Z SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC ONN C 0 S RESISTING I LATERAL & SEA LO DS published by The American Forest and Paper Association. Non- Structural lements GENERAL N 0 T E S: NAILING SCHEDULE are based upon the INTERNATIONAL RESIDENTIAL CODE 2015. ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT SPACING (INCHES) ! NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NAIL SPACING sheet no. 1 P 9 9 JOINT DESCRIPTION 5/8" ANCHOR BOLTS 39 having jurisdiction and best standards of construction COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir 2 or better 9� 9 # practice. LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 P 4-8d PER RAFTER Wind Limitations-Section R301.2.1 i�w p 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED) THE p project. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any discrepancies must be brought to the attention of the Architect CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP Live Load-Section R301.5 Light and Ventilation-Section R303 responsible for corrections not reported once he has started work 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. Z CEILING JOIST OVER PARTITIONS FACE-NAILED Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o 6-8d PER TIE Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ COLLAR TIE TO RAFTER FACE-NAILED Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-8d EACH END BLOCKING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. )- TOEGarages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, n.. Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety TRIM BOARDD RAFTER TO RAFTER (END-NAILED) 2-16d EACH END WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out U TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' OED) .C. Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. STUD TO STUD FACE-NAIL 16d 16" O.C. arbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous HEADER TO HEADER FACE-NAILED .C. ALONG EDGES Foam plastic-Section R316 insurance coverage statutory policies Worker 2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 g Y Insulation-Section R316 less than $ 5 million and automobile liabilit and damage TOP OR BOTTOM PLATE TO STUD (END-NAILED Compensation, etc.) and general liability in an mount not cn � 3-16d PER 2X6 STUD Dwelling Unit Separation-Section R317 Y0 4-16d PER 2X8 STUD Moisture Vapor etarders-Section R318 coverage not less than $ 2 million. The Architect shall be CnnginKING N Protection Against Decay-Section R317 named insured on any and all policies. w RQTTOM PI ATF TO FI OOR .101';T RANnjoI(;T FNn,a(;T ORFACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Termites-Section R318 6. Provide 0.025' of a meatal shield, other than aluminium, over fibrous Of FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) or pressure creosoted. 2- EACH END 4-8d PER JOIST - Elevators and Platform lifts -Section R323 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code. 3-1166d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST found upon excavation, 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED to be presented to the Owner at the completion of the job. 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes I- 0 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. �J UJ A ROOF SHEATHING 3000 8" poured concrete foundation wall, 8'-0 high, # test 13. Do not scale drawings. Use figure dimensions only. N " 14. All work to conform to the rules and regulations f the New York 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UIP TO 16 OC 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. Sd 6" EDGE / 6" FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS W 8d 6" EDGE 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. 0 / Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and j 30"00"x`12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLACKS 8d 4" EDGE / 4" FIELD 30"00"x`12" TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 0 CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. 5d COOLERS 7" EDGE / 10" FIELD17. Architect has not been retained for site supervision, on-site LJ GYPSUM WALLBOARD Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing 8d 6" EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. 0 STRUCTURAL PANELS STUDS SPACED UP TO 16" OC Provide 3 1/2' steel [ally columns. Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC �- braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT 1< Z GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0 W Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q V) Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER UJ W 2-2x6 ACO sill with termite shield and sill seal. LTP' . 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END -' Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: 1x6 fascia, wrap 1' OR LESS 8d 6" EDGE / 12" FIELD Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 10d 6" EDGE / 6" FIELD Vinyl vented soffits. ++ 1 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/Z X 5 LAG Tyvek housewrap. MTS 36, 16O.C. BOLTS AT 16" ON CENTER 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. USE (4)-8d NAILS AT EACH ENO 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition Simpson StrOn Tle 1/2" MR GWB in wet areas m p g- 0 At least one window in each sleeping room shall comply with the exit re Irements RAFTER TO STUD CONNECTION USE: Ir0 P 9 P Y q MTS 36, EACH ROOF RAFTER U210 2X6 of section R310. �" N Note drillingand notching limitations in figure R602.6 1 for bearing walls and USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST 9 9 ( ) 9 RAFTER TO RIDGE TO RAFTER CONNECTION USE: Z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER ++ Q Follow exterior corner framing detail figure R602.10.5 4-1 Od x 1 1/2" 0 77 DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) . Underloyment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J SIMPSON H-8 USE W/ONLY 8' ANCHOR BOLT (14") percent slope), o 5- 8D TO STUD ONE SILL BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie MTS12 ® EACH JOIST 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment ° . U2110 2X6 (EVERY STUD) STUD TOS shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: .a ATTACH T (SEE ANCHOR SCHEDULE, of AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) hold in place. PORCH POST TO GIRDER USE: PS720 SIMPSON Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: HDU " overlapping H2.5A AT EACH ROOF RAFTERCZ •� (14) SDS Ya X 3' WOOD SCREWS successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od X 1 1/2 ' 7" MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) nits. TYPICAL PORCH , DECK LEDGER A-3.2 FOR LOCATION} CONN U N I�(SEE FOUNDATION PLANS A-3.1 AND •° '• 's!° I"/,( Ice Protection (Section R905.1.2) °•° ° Underlayment in High wind (Section R905.1.1) C 0 N N E C TI 0 N S ^, c, C. ° (MINIMUM DOUBLE STUD} SIMSON STIR!)NG - TIE Flashing (Section R905.2.8) O WCID D°A �•�•"D ,• `e +� » » Chimney and firespaces - Chapter 10 STU Y BEARING PLATE 4"A ' •a°• D •II : 1 1/4 COIIL STRAP - 16 D.C. Energy Efficiency - Chapter 11, see attached report ' • ' °' D .'° °•� a It I� a °• • 1, "� Mechanical - Chapter 12 DOUBLE 2X MIN. a, USE 4-8D HAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR � ° o 9 °D . v °D . °D . o •°d10+� ° e Heaitng and cooling equipment - Chapter 14 BEAM _ °• �,�� Exhaust Sustem - Chapter 15 �- o ' D ',�_^ C yn• C�'e• a-+� '°••a a M TS30 Duct System - Chapter 16 Simpson Strong-Tie Tie " Z y¢ DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 p g- °e' D . D . °•° °• ° 4 110° °4� e ° SSP P ulmb ng amne n Part Vents - Chapter 18 AT EACH POST o °• SEE PLAN ° 1 3/4" IMUM ° ° s Flood Zone - 301.2.4 Ud EDGE DISTANCE �•4 4 q °° ° HEtiDER LSTA21 FLOOR TO FLOOR °• Simpson Strong-Tie '. _ U ° KIIN;, STUDS CS20 1Y4" COILED Y" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 L ti JPS GC STUDS OVERLAP AT EACH CZ L °O SIMPSON STRONG - TIE STUD JC: CD 0 m 1 1/4" COIL STRAP - 2"MINIMUM SIDECOVER CNW NUT COUPLER o 16" O.C. USE 4-8D `v a o NAILS AT EACH STUD do ' MIN EDGE MIN OVERLAP IS 12 JACK TO SIL Q. ®� y DISTANCE* RT2.5 SIMPSON STRONG-TIE -•�- ' . H8 OR 1 1/4 COIL ' ti :•. •o"•• •�•. do " STHDH ""�.:�a;`J :� MIN EDGE SHEET N0. STOCK •? •r~ •4• DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AB MIN. OVERLAP IS 12" RAFTER USE 8-16D WALL C 0 N N E C TI 0 N S: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR FRAMED OPENING EXTERIOR INSTALLATION SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION CONNECTION 12" MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT