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HomeMy WebLinkAbout35122-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT . TOWN CLERK'S OFFICE '� • '' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPTbN THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL..COMPLETION OF THE WORK AUTHORIZED) Permit#: 35122 Date: 10/30/2009 Permission is hereby granted'to: KEVIN B. & JEANINE FAGA 31 STON:ELEIGH ROAD SCARSDALE, NY 10583-4731 To: e-k- .i o 10 DO NOT VOID!!!! M HOUSE IS.DOWN THEY NEED TO FOLLOW UP PER MIKE ! 11 CONSTRUCT ADDITIONS/ALTERATION TO EXISTING SFD PER APPROVED PLANS, ZBA#6243-&6281;,TRUSTEES#6931,DEC AS APPLIED FOR. FLOOD PERMIT REQ'D At premises located at: 12632 MAIN ROAD.EAST MARION V010 'S i g go, SCTM #473889 Sec/Block/Lot# 31.-14=8.2 Pursuant to application dated 9/29/2009- and approved by the Building Inspector. To expire on 4/3 012 0 1 1. Fees: NEW DWELLING/ADDITION/ALTER. $902.80 Total: $992.80 Building Inspector SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,New York 11971-0959 �0 �'Y�OUNTV,�1c� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER To: Kevin B & Jeanine Faga 31 Stoneleigh Road Scarsdale, NY 10583 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 12632 Main Road, East Marion Suffolk County Tax Map number: 1000-31-14-8.2 Pursuant to Section 144-13 & 280-153 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and building activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Going beyond scope of building permit#35122 issued 10/30/9. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When approvals have been issued from Trustees, Zoning Board and Building Dept. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: November 18, 2009 Gary F'40( Building Inspector (cert. mail) lb/:ib/lbby 11:lei bdi/L ttJUJ:J bU I LLK I HUMAb I'Ak3t al JEFFREY T. BUTLERV PoEs ZO OVERHILL RD. SHOREHAMp NEW Y13RK 1 1 7815 63 1 -208-8850 LInewatb PROIaOaIONAL ENOINICtA MIMEEN NATIONAL SOCIETY Or PRORL401ONAL $NOINeRR■ October 30,2009 Town of Southold Building Department Re: Faga Residence-12580 Main Road, East Marion Please note the following concerning this application: I have inspected the existing sanitary system and find that it has the capacity to handle the flow from the proposed 4 bedroom residence in accordance the standards set forth by the Suffolk County Department of Health Services. Specifically,the system consists of a 1000 gallon septic tank and 2-8 foot diameter leaching pools with a combined effective depth of 12 feet. All materials are precast and the overall condition is acceptable. Please call if you should have any additional concenis about this application. incerely, Je ey T. Butler, P.E:.— a� NE LV V W 1 0734�'� OFESS14NP� post-iN Fax Note 7671 Date passe To V L/G Flp1N GOJDept.,Q CO. Phone N, Phone!� ��►��.� �� FBII IR t D INSPECTION REPORT DATE COMMENTS FOUNDATION.(1ST) S6 --------- ----. ------- FOUNDATION(2ND) z • o ROUGH'FRAIVIING& PLUMBING H _ r INSULATION PER N.Y. (� y STATE ENERGY CODE , 19 Cl DL FINAL /- - , ITITION�AL. �OM3VIE4N AIA Ib 7- t4 H 0z TOWN O BUILDING PERMIT APPLICATION CHECKLIST a ° BUILDIN TMENT Do you have or need the following,before applying? TOWN L Board of Health SOUTHO , 1196 G 2 8 2009 4 sets of Building Plans TEL: (631 65- 02 Planning Board approval FAX:(631765-9 02f Survey SoutholdT wn.NorthFork9186.DEPI�ERMIT NO. t Check YOINN OF SOUTHOLD Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 1 l 20 6 � Storm-Water Assessment Form Contact: Approved 136 20 ' Mail to �. Disapproved a/c Ul+Y'QLd� ?. KIII�Q 4640 IVI I Iq01 Pllone:�(030 2' r�'�� Expiration 20 \\ ��9 ea� ,, Building`Inspector CALLT ,(k. APPLICATION FOR BUILDING PERMIT ��,,(n� Date �' 2'� ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such,a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall 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. ( i a pp"hcant or name,if a corporation) (Mailing address of applicant) t, State wh ther applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises V1 L LA A m©P—n Sr4 L.lz /4&M (As on the tax ron or latest deed) If a licant is a corporation,signature of duly authorized officer (NaF a and title of corporate officer) Builders License No. `�k Plumbers License No. 1:M I Electricians License No. TJ�7 Other Trade's License No. TZp 1. Location of land on which proposed work will be done: 12632- ,Alnl 2VM E&>r- M&kIOAJ House Number Street Hamlet County Tax Map No. 1000 Section C ,31 Block Ll Lot , Z Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intend d use and occupancy of proposed construction: a. Existing use and occupancy 5 r intend b. Intended use and occupancy "5e R-661'0/ ty- / 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost�'�„ . an(� Fee (To be paid on filing this a plication) 5. If dwelling,number of dwelling units__A_Number of dwelling units on each floor If garage, number of cars 0 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. I Jr rr r 7. Dimensions of existing structures,if any:Front Rear ?-C. Z Depth Height 7-q / Number of Stories Dimensions of same structure with alterations or additions: Front ��. .Z Rear / t5. Z Depth yl� Height c /. / Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stone 9. Size of lot:Front 7 Ct Rear Z Q Depth ��l 10.Date of Purchase 2-®06 Name of Former Owner 11.Zone or use district in which premises are situated /Z -Y o 12.Does proposed construction violate any zoning law,ordinance or regulation?YES 1/NO_ 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES V"NO 3l S7l�JGE Rom. 14.Names of Owner of premises //Al A*W Address4 WSML'L AM 0993Phone No. Name of Architect-MA 2 AddressZO(P LMPQ 4 Phone No 16910 2fJB-Fs��O Name of Contractor D . Address 04r =~ Phone No. 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. 18.Are there any covenants and restrictions with respect to this property?*YES NO V *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFnIK) //�� .eel _ .i'.e,being duly swom,deposes and says that(s)he is the applicant (Name of' dividual/siiggnin/g contracct)abov named," (S) I�e is the ,L N6-w6e& &A!FA 7- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this 049 Ab day of 6244 L/S-{- 20 O n 104-4��—ace- Notary Public GINA A.LOCKE o Applicant No.01 L06057960 Notary Public,State of New Yo Qualified in Suffolk County My Commission Expires 04/30/20A J 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 Plank- TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthForknet PERMIT NO. Check Septic Form < N.Y.S.D.E.C. Trustees n Flood Permit Examined ,20 t'0 1 Storm-Water Assessment Form Contact: Approved 20 l to:3'f 49%,Pe. Disapproved a/c SAP 2 9 2U118 Aq H901 . Phonel(rs0 208- Expiration 20 BLDG.DE PT. N F S UTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT �i_ ,,. Date EDT. 29 ,200 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall 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. ignaCwe o applicant or name,if a corporation) LLlw� ..Sr. !liom<w �v (Mailing address of appli ant) de State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises b l 1A And o1LoSA L L e (As on the tax roll or latest deed) If applicant is a co on,signature of duly authorized officer i (Nam@0Wd title of corporate officer) Builders License No. TA6 Plumbers License No. mdp Electricians License No. 27&'D Other TMde's License No. Ti�fl i 1. Lo ion of and on which pro sed work will be done: 9OA0 . EAsr IYM91 &q AM �lR39' i House Number Street Hamlet f County Tax Map No.1000 Section 031 Block 14 Lot 0A.Z Subdivision Filed Map No. Lot I r V - a 2. State existing use and occupancy of premises d intended use and occupancy of proposed construction: a. Existing use and occupancy SE"Sj�2ftCje b. Intended use and occupancy S1WA/C / 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other.Work (Description) 4. Estimated Cost $3001000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units__j _Number of dwelling units on each floor If garage, number of cars Q 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. AJJA i 7. Dimensions of existing structures,if any:Front 2R. 2 Rear 2.9. Z. Depth yQ� Height .248 Number of Stories 1 Dimensions of same structure with alterations or additions:Front 46,2 Rear yJ. 2 Depth `ASS 1 Height 291 Number of.Stories 2' 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front L n B Rear izQ 1 Depth t'Luz, 10.Date of Purchase 2-006 Name of Former Owner 11.Zone or use district in which premises are situated IL"LlQ 12.Does proposed construction violate any zoning law,ordinance or regulation?YES✓NO 13.Will lot be re-graded?YES ✓NO Will excess fill be removed from premises?YESZNO 14.Names of Owner of remises 0M Fib Addr l 5 &El, 069• Phone NoL71 31-&"D Name of Archite ' Addres bLtnWjd fir. Phone Name of Contractor T70D Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES,jef'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. 18.Are there any covenants and restrictions with respect to this property?*YES NO ✓ 1 *IF YES,PROVIDE A COPY. I STATE OF NEW YORK) QQ SS: COUNTY 0�1 _ �G/J:S•4 tf� being duly swom,deposes and says that(s)he is the applicant (Name of individual signing/contract)above named, (S)He is the iVT ttontractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belies;and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me thisC_ D� -Kda of �`- 20 � VICKI TO Notary Public ry Public St No.01`T06190696 Signature of Applicant Qualified in Suffolk County Commission Expires July 28,ZD I�— CONSENT TO INSPECTION KEV I FA&A ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold, located at 12 (11, ? VVVhjW Q0AQ EJ6-r nmoW A1W 1143c1 which is shown and designated on the Suffolk County Tax Map as Districk 1000, Section 31 , Block I H Lot Jia Z, . That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: Signature) (Print Name) (Signature) (Print Name) r ' • APPLICATION A • PAGE 1 of 4 - TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is'to be filled out in duplicate. EM N I- GENERAL PROVISIONS APPLICANT to read and i 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 COmpliauce is issued. 5. The permit will expire if no work is commenced within six months of issuance. 5. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO E BEST OF MY KNO,*VLEDGE,TRUE AND ACCURATE. (APPLICANTS Sf'6*ATURE) DATE SECTION 2• PROPOSED DLOPM (To be completed by APPLICAI�'Tl NAME DR TELEPHONE APPLICANT . I — QD0 BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application. please provide enoueh 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 acarest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. iZ&3Z A) RVAQ FDP(93) APPLICATION _ PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicabic boxes): A. STRUCTURAL DEVELOPMENT ACT-IVTTY STRUCTURE 'TYPE ❑ New Structure Residential (1� Fami3Y) 01 Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofing? 0 Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S c3 D®D B. OTHER DEVELOPMENT A=VITIES: ❑ FiU ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) •KDrainage Impro4v,ements.(Including Culvert Work) O Road, Street or Bridge Construction O Subdivision (New or Expansion) ❑ Individual Water or'Ser System ❑ Other (Please SpectTy)' After completing SECTION 2,A.PPLICANX should submit form to Local Administrator for review. SECTION 3 FI.AODPLATN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No.,, . Dated The Proposed Development: 0 is MOT located in a Special Flood Hazard Area (Notify the applicant that IS RED)lication review is complete and NO FLOODPLAIN DEVEIL0 ENr PEST • ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is Ft. NGVD (MSL) 100-Year flood elevation at the site is: O Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION • PAGE 3 OF a SECTION a. ADD1T10NAL 1NFORMATI0N REQUIRED !To he comnleted by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: , Cl A site plan showing the location of all e.,asting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn,to scale, and specifications,including wbere applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the fu•st 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 (]f 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). '. NGVD MSL . For ❑ Fioodproofutg protection level (non-residential only) Ft ( v..To floM000fed structures, applicant must attach certification from registered engineer or architect. ❑ Cerdficatioh'from a registered engineer that the proposed activity in a regulatory [loodway will not result in any increase in the height of the 100-year flood. A copy of a1P data and calculations supportingbthis finding must also be submitted. ❑ Other: E : PERMIT D RMIN i N Mobe co ete L D iNi R I have determined that the proposed activity.A.0 Is B.f7 Is not • in conformance with provisions of Local Law # . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE if BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. ff BOX B is r heckcd, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a _ PAGE_ 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes O No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION G AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of CQainliancc is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. I. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High'Hazard Area , bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINiSTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on-inspecdoo of the project to ensure compliance with the. community's local law for flood damage prevention. INSPP-CTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ONO DATE BY . DEFICIENCIES? O YES ONO SECTION 8• CERTIFT!QATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR] Certificate of Compliance issued: DATE: BY: ' m Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area y V 1 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING O VACANT LAND 1 THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLL4NCE IS H,,REBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C%C(93) I;VUINII Vr 0Urrvl.bk 1 E0 �1 � A � � STEVEN BELLONE SAP 12 2023 SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GR qS� l)MNIp � ,MPH September 6, 2023 Jeffery Butler, P.E. 206.Lincoln Street Riverhead,NY 11901 Subject: Variance Hearing SCDHS Ref. R-21-1661; Property of Osean Property Location: n/s/o Main Road (NYS Route 25), 1,031 feet e/o Truman Path,' East Marion—t/o Southold—SCTM No. 1000-031.00-14.00-008.002 To Whom It May Concern: Your request to appear before the Board of Review of the Suffolk County Department of Health Services, has been received. The review of this case has been scheduled for September 21, 2023 at 9:30 a.m. in the Suffolk County Department of Health Services' Conference Room, 360 Yaphank Avenue — Suite 2C, Yaphank,New York 11980. You and interested parties are requested to appear, with or without counsel. On that occasion, you may produce any information or evidence you wish to be considered concerning the above-referenced property. Should you have any questions,please call (631) 852-5800. Very tru ours, John ge , E. C f Public . alth Engineer Ch ' of Review Enclosure CC: Board of Review File—Yaphank Mr.Steven Churchill—Reviewer Igwn of Southold Planning Department Mr.&Mrs.Osean Mr.Thomas McCarthy Sophia,Michael,Donna,&Nicholas Antoniadis Ms.Sophia Antoniadis Country House By The Bay,LLC Mr.and Mrs.Clancy s Division Of Environmental Quality o Board Of Review o 360 Yaphank Avenue,Suite 2B o Yaphank NY 119800 !` Phone(631)852-5801 Fax(631)852-5825 IaGiADYL�I7I'�'Y Prevent.Promote.Protect. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 23, 2008 TO: Jeffrey T. Butler, PE For Kevin B. &Jeanine Faga 206 Lincoln Street Riverhead,NY 11901 Please take notice that your application dated September 29, 2008 For permit to construct additions and alterations to an existing single family dwelling at: Location of property: 12632 Route 25, East Marion County Tax Map No. 1000 - Section 31 Block 14 Lot 8.2 Is returned herewith and disapproved on the following grounds: , The proposed additions and alterations to this existing single family dwelling, in the Residential R-40 District is not permitted pursuant to Article XXII Section 280-11-6 (B), which states; All buildings or structures located on lots upon which a bulkhead, concrete wall, jjprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead. Proposed addition shows a setback from the bulkhead of 22.4 feet. This Notice of Disapproval was written based on site plan prepared by Jeffrey T. Butler, PE, dated 6/19/08. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC:file,Z.B.A. V FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 8,2010 Amend: February 3, 2010 TO: Jeff Butler for K&J Faga 206 Lincoln St. .l Riverhead,NY 11901 RECEIVED Please take notice that your application dated January 4,2010 For permit for demolition&reconstruction of a dwelling at: 804RD OF APVE4W Location of property: 12632 Main Road, E. Marion,NY County Tax Map No. 1000- Section 31 Block 14 Lot 8_2 Is returned herewith and disapproved on the following grounds: The demolition&reconstruction of the dwelling is a deviation from a ZBA Grant Alternative Relief dated 4/14/09 hearing numbers 6281 and 6243 which approved relief for additions& alteration The Site Plan submitted by J Butler PE last updated 2/2/10 indicates the dwelling removed and proposes foundation reconstruction. The proposed construction is not permitted pursuant to Article XXII Section 280-116B.The site plan indicates a setback from the bulkhead of 27.3'. Also the proposed construction is not permitted pursuant to Article XXIII Section 280-124.The site plan indicates a setback from the side yard of 9.3'. Authorized Signature Amendment based on new site plan by J.Butler,dated 2-2-10&amended plans of 1-18-10. �-4-/o Note to Applicant: Any change or,deviation to the above referenced application,may require further review by the Southold Town Building Department. CC:file,Z.B.A FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 23, 2008 Revised: February 23, 2009 TO: Jeffrey T. Butler, PE For Kevin B. &Jeanine Faga 206 Lincoln-Street Riverhead;NY 11901 . Please`take notice that your application dated September 29, 2008 , For permit to construct additions and alterations to an existing single family dwelling at Location of property: 12632 Route 25, East Marion County Tax Map No. 1000 - Section 31 Block 14 Lot 8_2 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations'to this existing single family dwelling, in the Residential R-40 District is not permitted pursuant to Article XXII,S'ection 280-116 (B) which states; All buildings or structures located on lots upon which.a bulkhead, concrete wall riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead. Proposed addition shows a setback from the bulkhead.of 25.5 feet. Additionally,' pursuant to Article XXIII Section 280-124, non-conforming lots measuring less than 20,000 square feet in total size, require a minimum side yard setback of 10 feet, " the proposed addition is shown at 9.2 feet. This Notice of Disapproval was written based on site plan prepared by Jeffrey T. , 'Butler, PE, dated 6/19/08 last revised 2/19/09. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may - require further review by the Southold Town Building Department. CC: file,Z.B.A. Office Location: 0��� SU(/T�OI Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs.Avenue).`•' P.O.Box 1179 Southold,NY 1.197I • �O -Southold;NY 11971-0959 Comm , M http://southoldtown.northfork.net E V BOARD OF APPEALS - `TOWN;OF SOUTHOLD. APR 28 2009 Tel. (631)765-1809 Fax(631)765.9064 BLDG.DEFT. ` TOWN OF SOUTHOLD FINDINGS,'DELIBERATIONS, AND DETERMINATION MEETING OF APRIL 14, 2009 ZBA Files# 6281 and# 6243 - KEVIN B. and JEANINE FAGA, Applicants PROPERTY LOCATION: 12580 Main Road, East Marion CTM 1000-31-14-8.2 PUBLIC HEARINGS: `February 19, 20,09 and March 19 2009 SEQRA DETERMINATION: The Zoning Board of,Appeals .has visited the.property under consideration in this. application and determines that this`review falls under the Type 1I category of the State's List of Actions, -without further,steps under SEQRA. " SUFFOLK COUNTY ADMINISTRATIVE CODE:,-'Phis application was referred as ' required under,the Suffolk County Administrative Code Sections A 14-14 to 23, and th6e Suffolk County Department of Planning issued a reply dated March 17, 2009 stating that this application is considered a matter for local determination as there appears to be iio significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The,subject property is a.17,532.58 square-foot parcel measuring 142.69 feet on the east, 120.86 feet along Orient Harbor, on the south, 138.29 (44.62 feet + 93.87) feet on the west, and 103.35 feet on the north. The lot is:-improved with' a single family, house and three sheds, as shown by a survey prepared by Jeffrey T. Butler, P.E.' dated June 19, 2008. 1 . l i l Page 2—April 14, 2009 ZBA#6281 and#0243 -,,K. and J. FAGA, Applicants CTM 1000-31-14-8.2 j AS'IS7 O APPLICATION;PLICATION; Requests for Variances under Sections 280-124 and . 280 116B;bas6-d- t!he Building Inspector's February,23, 2009 amended Notice of `t _ LY_ Disapproval conctt�Yle' niyy�g proposed additions and alterations to the existing single- ,IRA Pi !family. dwelling s than the code4equired' minimum of 10 feet. on a single side ax„d and less than 7 feet from the existing bulkhead adjacent to Orient Harbor. `FINDINGS OF FACT The Zoning Board.-of Appeals held a public 'rhearing on this application ;on February 19, 2009. and March 19, 2009, at.which time.written and..oral evidence. were presented. Based upon all. testimony, documentation, personal inspection of the property, and other.evidence, the Zoning Board finds the following facts to be true and relevant: LWRP DETERMINATION: A letter was received on February 6; 2009 from the Town LWRP Coordinator recommending the proposed action to' be. inconsistent' under Chapter 268, •Waterfront. .Consistency Review . of the Southold, Code and LWRP-standards. The reason stated for this inconsistency is that the building . is set' back is less than 75 from the bulkhead. Consistency with 'the LWRP policies. will be improved . by 'removing part of the house closest 'to the bulkhead; to increase the-. setback from 19.1 feet to. - 25.5 feet, which will be , the same •setback of the proposed' addition. The ZBA • proposes that a 10 'foot non-turf buffer along the bulkhead be. required . in accordance with the LWRP recommendation. i AREA, VARIANCE RELIEF. REQUESTED: The applicant requests variances to .allow a setback from the bulkhead of 21.5.feet and 25.5 feet at its .closest points, and to allow westerly side yard setback of 9.2 (and 9.5 feet). AMENDED APPLICATION and ADDITIONAL INFORMATION:•By letter .dated February 23,.2009, an amended.application and 2-19=09 revised site.map prepared by Jeffrey T. Butler, P.E. were submitted on February 23, -2009 in.which the setback to'the bulkhead proposed in the original application was increased from 22.4 feet to 25.5 feet for 'the proposed 'second-floor porch and increased to 30.6. feet for the proposed two-story (18' x. 16') addition, covered:entry porch, and alterations shown r 1 Page 3—April 14;,2009 ZBA#6281 and#6243—K. and J. FAGA,Applicants CTM 1000-31-14-8.2 thereon: -The amended:application also:includes a request for a reduction of the .west side setback from the code-required"minimum of 10 feet'to 9.5 and 9.2 feet. Also, the applicants are�.raising the. house eight -(8) inches to' meet the minimum .elevations under MIA regulations and filling within the basement. REASONS FOR..BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following.findings: 1: Town Law Section 267-b(3)(b)(1). Grant of the variance relief will-not produce ,an undesirable change in.the character of the neighborhood or a' detriment to nearby properties. The minimum setback.of.the existing house will be increased from 1-9.1 feet to 21.5 feet. ' The proposed second-floor porch addition will be set back 25.5 feet from the bulkhead and.the proposed two-story addition at 30.6 feet. The decrease-in the side setback from 10 feet to 9.3 feet will be a result of squaring off the existing one-story wing,of the-house pursuant to.removal of a portion of:that,section of the house: .2. Town Law Section,267-b(3)(b)(2). The .benefit of an. increase in living space cannot be achieved by some method, feasible for the applicant to pursue,. other. than- -an area variance. The.existing house, is in a nonconforming,location:' .An addition, on any side of the house would also require variances. 3.. Town Law:'Section 267-b(3)(b)(3). The proposed variance with respect to setback from the bulkhead is substantial, but not with respect to the existing house, which.is. closer to the bulkhead than is the addition. The variance for a side yard setback will be 7 percent. 4. Town Law Section 267-b(3)(b)(5). The difficulty has not been,self created. It-is a consequence of the original dwelling having.been constructed closer to:the bulkhead . than subsequent amendments to the code permitted. Page 4—April 14, 2009 ZBA#6281.and-#6243—K. and-J. FAGA,Applicants - CTM.1000-31�14-8.2 5. Town Law 8ection.267-bQ(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 condition's in the neighborhood. 6. Town Law".;Section' 267-b. •Grant of the relief requested is the minimum action necessary and adequate to enable the applicant'to erijoy.the.benefit,of the-additions' and alterations to the dwelling,(while preserving and.protecting the character of the neighborhood and the'liealth, 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, a motion was'offered ' by Member.Simon, .seconded-by Member Weisman, and duly carried, to GRANT the_variance as applied-for, subject to the following CONDITIONS: 1. Therew shall be a minimum non-turf,.vegetated buffer 10 foot landward.of the bulkhead;and. . l 2. Gutter`s and drywe.11s-shall.be installed to.contain* roof run-off; and 3. If any:; of the original foundation has to -be .replaced',or repaired, it must conform to.the dimensions of the site plan given to.ZBA. That the above conditions be written into the Building Inspector's Certificate" of . Occupancy,,when' issued: Any deviation from the variance .given such as extensions,-or demolitions which are not shown on the applicant's diagrams or survey,site maps, 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, 1 Page 5—April 14,.2009 ZBA#6281.and#6243—K. and.J.FAGA;.Applicants ` CTM 1000-.31-14-82 _ 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. Vote of the Board: ,Ayes: embers ehri er (Cha' a , Oliva, Simon, Weisman, and Schneider. This esolution w s duly adopte - Ge rd P. Goehringer, Chairm /7-7 /2009 Approved for F' - g 1 159 ZBA Town of Southold - March 19, 2009 1 HEARING #6281 amended, 6243 - 2 Kevin B. and Jeanine Faga 3 CHAIRMAN GOEHRINGER: Okay, this is a 4 continued hearing, Faga #6243 and 6281. 5 Mr. Butler, would you state your name for 6 the record, please? 7 MR. BUTLER: Jeffrey T. Butler, here on 8 behalf of Kevin and Jeanine Faga. Mr. Faga is 9 here with me. 10 Just to refresh the Board' s memory, we 11 were here last month with the denial -- a 12 denial was written for the 75-foot setback, 13 new construction within the 75-foot from the 14 existing bulkhead and we then recognized that 15 the proposal also included extending 16 vertically some walls that were already within 17 the side yard setback. So I had to get the 18 denial rewritten and we' re here back today to 19 show you that we've amended the plan to push 20 the addition back as far as possible, as we 21 had discussed, and to include both aspects of 22 the denial. 23 CHAIRMAN GOEHRINGER: One of the issues 24 here that came about is, is this house going 25 to be lifted at all? Pugliese Court Reporting and Transcription Service (631) 878-8355 160 ZBA Town of Southold - March 19, 2009 1 MR. BUTLER: We have to come up eight 2 inches to comply with flood. 3 CHAIRMAN GOEHRINGER: Okay, so the 4 existing house, which is shown as (a) existing 5 one-and-a-half story residence to be renovated 6 to a two-and-a-half story residence, will be 7 lifted eight inches and then everything that' s 8 attached or conforming to that will be lifted 9 to that same amount; is that correct? 10 MR. BUTLER: To the best extent possible, 11 yes . ' 12 CHAIRMAN GOEHRINGER: Right. 13 MR. BUTLER: Yeah. 14 CHAIRMAN GOEHRINGER: What do you mean by 15 that, that' s not a sarcastic statement -- 16 MR. BUTLER: Well, in the -- 17 MEMBER OLIVA: Lifting the house. 18 MR. BUTLER: In the course of 19 construction -- 20 CHAIRMAN GOEHRINGER: Right? 21 MR. BUTLER: . -- the plan is, like I 22 stated last time, the foundation is, that' s 23 there, is sound. 24 CHAIRMAN GOEHRINGER: Right. 25 MR. BUTLER: The intent is to pick up the Pugliese Court Reporting and Transcription Service (631) 878-8355 161 ZBA Town of Southold - March 19, 2009 1 floor system. There is some remedial work 2 that needs to be done to the floor system 3 that' s in place now. 4 MEMBER OLIVA: Right. 5 MR. BUTLER: Renovate the existing 6 structure on top of that once the new -- once 7 the foundation is lifted, the floor system is 8 lifted up. The front part, as we talked 9 about, is about three feet of the existing 10 front part of the house, front being on the 11 water side, which is being cutback so there' s 12 foundation work that needs to be done there, 13 so that we' re back on the opposite side of the . 14 Coastal Erosion Hazard Line. 15 MEMBER OLIVA: And FEMA. 16 MR. BUTLER: Excuse me? 17 MEMBER OLIVA: You' re raising' it because 18 of FEMA, too, right? 19 MR. BUTLER: Yes. Yeah. So that' s -- 20 that' s the plan. 21 MEMBER OLIVA: What is the composition of 22 the foundation that' s there now? 23 MR. BUTLER: Cement block. 29 MEMBER OLIVA: Cement block. 25 MR. BUTLER: Yeah. We' re also filling in Pugliese Court Reporting and Transcription Service (631) 878-8355 162 ZBA Town of Southold - March 19, 2009 1 the basement, too, there' s a basement there. 2 MEMBER OLIVA: Right, you'd also have to 3 fill that in because of FEMA, with sand. 4 MR. BUTLER: To be FEMA compliant as 5 well. 6 MEMBER WEISMAN: So you' ll just be adding 7 courses on the top to raise it. 8 MR. BUTLER: Yes. 9 CHAIRMAN GOEHRINGER: What kind of ground 10 disturbance will there be? 11 MR. BUTLER: Um, there'd be ground 12 disturbance where the new addition is. 13 CHAIRMAN GOEHRINGER: Right. 14 MR. BUTLER: And there' d be ground 15 disturbance seaward of that for the three -- 16 four footings to carry that porch that we 17 moved back. 18 MEMBER OLIVA: Right. 19 MR. BUTLER: There' ll be ground 20 disturbance where the existing house or 21 foundation is being cutback and that all lies 22 landward of our hay bale and silt fence line 23 that we have. 24 MEMBER OLIVA: Right. 25 CHAIRMAN GOEHRINGER: But here' s the Pugliese Court Reporting and Transcription Service (631) 878-8355 163 ZBA Town of Southold - March 19, 2009 1 question, let' s assume that in a catastrophic 2 situation you damage the foundation. We give 3 you a decision which says in place, in kind. 4 Okay and for some strange reason you have to 5 either put spread footings in or something 6 else that would require you to come back here, 7 that' s a concern that I have -- g MEMBER OLIVA: I do. 9 CHAIRMAN GOEHRINGER: -- if this Board is 10 so inclined to grant you this variance based 11 upon some of the suggestions that you have 12 made for us that we have made to you and, I 13 mean, filling in a basement is a little 14 problematic, but, you know, assuming. that 15 wouldn' t be much of a problem, but lifting may 16 be a problem. 17 MR. BUTLER: There' s a Bilco door. 18 CHAIRMAN GOEHRINGER: Right. 19 MR. BUTLER: For access down there now. 20 CHAIRMAN GOEHRINGER: Right. But, I 21 mean, once you fill it and you raise it you' re 22 going to put a cement barrier over the top of 23 that sand. 24 MR. BUTLER: Correct. 25 CHAIRMAN GOEHRINGER: Do you foresee any Pugliese Court Reporting and Transcription Service (631) 878-8355 164 1 ZBA Town of Southold - March 19, 2009 1 problem in a damage situation of taking those 2 "1" bolts and cutting those off and lifting 1 3 this structure up that would damage the 4 foundation that would cause you a problem with 5 the Building Department on a nonconforming 6 situation? 7 MR. BUTLER: I, like I said, I've been 8 and looked at the foundation. 9 CHAIRMAN GOEHRINGER: Um-hmm. 10 MR. BUTLER: The existing foundation -- 11 CHAIRMAN GOEHRINGER: I hope you think 12 that this is all -- this is not 13 counterproductive, this is (inaudible) . 14 MR. BUTLER: No. Absolutely, I 15 understand exactly. 16 CHAIRMAN GOEHRINGER: Okay. 17 MR. BUTLER: This is a sketch I've put 18 together for you. 19 BOARD ASST. : That' s the foundation area, 20 right. Okay, thank you. 21 MR. BUTLER: Yes. [Not at microphone. ] 22 The blue represents, the hash marks 23 (inaudible) on the (inaudible) , that' s what is 24 being removed. 25 CHAIRMAN GOEHRINGER: Right. Pugliese Court Reporting and Transcription Service (631) 878-8355 165 ZBA Town of Southold - March 19, 2009 1 MEMBER OLIVA: Right. 2 MR. BUTLER: Okay, the other hash mark 3 here is the new. It represents -- that' s the 4 blue. 5 MEMBER OLIVA: Um-hmm. 6 CHAIRMAN GOEHRINGER: That' s correct. 7 MR. BUTLER: The yellow is what' s in g place, the blue on top of the top hash mark is 9 the new wall that' s being poured in place. 10 CHAIRMAN GOEHRINGER: Okay. 11 MR. BUTLER: The yellow represents 12 existing which is going to be raise one block, 13 eight inches. 14 MEMBER OLIVA: Okay. 15 MR. BUTLER: Alright. I've inspected 16 this foundation on the inside, I'm comfortable 17 with this supporting the new structure. The 18 area, the only place that could be (inaudible) 19 is out of here on these walls. We did some 20 excavation on the outside and saw the same 21 block structure. So it' s reasonable to assume 22 that it' s going to be capable of carrying that 23 load that' s there now. If the situation comes 24 up, we have an opportunity in filling this 25 basement in to do some pinning for spread Pugiiese Court Reporting and Transcription Service (631) 878-8355 166 ZBA Town of Southold - March 19, 2009 1 footings, if required, on the inside without 2 disturbing the existing foundation. 3 CHAIRMAN GOEHRINGER: Yeah, that' s what' s 4 so unique about this particular application 5 and that' s why it' s a little intriguing to me 6 to be honest with you. 7 MEMBER OLIVA: How deep is the basement 8 that' s there? 9 MR. BUTLER: I think it' s 6-6, I think. 10 MR. FAGA: Good afternoon, I'm Kevin 11 Faga. 12 MEMBER OLIVA: Hi. 13 MR. FAGA: The main structure is well 14 under 6 feet. 15 MR. BUTLER: Yeah, it doesn' t classify as 16 crawl space that' s why it needs to be filled 17 in. so it' s -- 18 MEMBER OLIVA: Okay. 19 MR. BUTLER: But it' s not 8 feet. 20 MEMBER OLIVA: It' s not 8 feet. 21 MR. BUTLER: No, it' s probably about 22 616" . I remember ducking under the girders. 23 MEMBER OLIVA: I could get under there. 24 MR. FAGA: Me too. '25 MR. BUTLER: But you won' t be able to. Pugliese Court Reporting and Transcription Service (631) 878-8355 167 ZBA Town of Southold - March 19, 2009 1 MEMBER OLIVA: No. 2 CHAIRMAN GOEHRINGER: Again, if the Board 3 is so inclined to grant everything that you 4 are requesting at this time, how would you 5 suggest that we handle the aspects of 6 something being faulted so you don't have to 7 come back from -the Building .Department? 8 MR. BUTLER: If the existing foundation 9 is damaged in the -- 10 MEMBER OLIVA: Yeah. 11 MR. BUTLER: -- course of lifting and -- 12 CHAIRMAN GOEHRINGER: You' ve have to cut 13 the pins off. I mean, you know, this is not 14 just -- it' s just not laying there, I'm sure 15 it' s pinned down. 16 MR. BUTLER: Right. 17 CHAIRMAN GOEHRINGER: So I mean these are 18 all issues. Blocks can blow out and you can 19 have a fault in a wall and the reason why I 20 ask you this question we had a similar 21 situation on the Sound, which you may or may 22 not be aware of, and in this particular case 23 the footings were substandard, . so they had to 24 replace an entire wall. Okay, and I'm not 25 saying that' s the case here, okay, but -- Pugliese Court Reporting and Transcription Service (631) 878-8355 168 ZBA Town of Southold - March 19, 2009 1 MEMBER WEISMAN: Be aware. k CHAIRMAN GOEHRINGER: Be, you now, we 2 ' 3 have to make you aware of that because there' s 4 a possibility this is going to hold up the 5 whole process again if that situation happens. 6 MR. BUTLER: If we damage beyond repair 7 in the course of construction, the existing 8 foundation, how do we protect that with your 9 decision, .is that the question? 10 CHAIRMAN GOEHRINGER: Yes. 11 MR. BUTLER: I don't know. 12 MEMBER WEISMAN: sum• 13 a s ruc ura repair & a a , 14 x n-, rrda ion, as -nee e .mitt 15 ._ l 5:.- -- ore. w th `fie. e• istn - 16 - 17 MR. BUTLER: e e r� =rrg ootprin 18 MEMBER WEISMANt3Z�inrri�it �- 19 e L 20 t m afl, 21d9t1 p re 22 MR. BUTLER: No, but there may be some 23 remedial repair. 24 CHAIRMAN GOEHRINGER: �Yihfa�t+�rsaW 1 lm 25 nn aoout. Pugliese Court Reporting and Transcription Service (631) 878-8355 169 ZBA Town of Southold - March 19, 2009 1 MEMBER WEISMAN: Right. The remedial 2 repair -- 3 BOARD ASST. : (Inaudible) beyond repair. 4 MR. BUTLER: For instance, Gerry -- 5 MEMBER WEISMAN: The structure of the 6 house itself?- 7 BOARD ASST. : No, the foundation. 8 MR. BUTLER: -- to make this further 9 flood compliant we have to cut in vents. 10 CHAIRMAN GOEHRINGER: Right. 11 MEMBER WEISMAN: Right. 12 CHAIRMAN GOEHRINGER: But you' re going to 13 do that with a saw. 14 MR. BUTLER: We' re going to do that with 15 a saw, but, yes, in the course of removing and 16 lifting, if the sill plate pulls up a block, 17 you know, that block would have to be -- 18 MEMBER WEISMAN: Replaced. 19 MR. BUTLER: -- replaced. 20 MEMBER WEISMAN: But that' s okay, you 21 kn w, e can to i s that e nstruction 22 o ace en i er it d so on s it' s n ep 23 the ting footprint of the existin: - 24 MR. BUTLER: Right. Pugliese Court Reporting and Transcription Service (631) 878-8355 170 ZBA Town of Southold - March 19, 2009 1 CHAIRMAN GOEHRINGER: And it doesn' t make 2 the foundation not structurally sound. 3 MEMBER WEISMAN: -- (inaudible) . 4 MR. BUTLER: Right and, like I said, with 5 the footings, I can handle that on the inside 6 based on the fact that we' re filling this. 7 CHAIRMAN GOEHRINGER: Yeah, I think it' s 8 a great idea. 9 MEMBER WEISMAN: Yeah. So we -- 10 MR. BUTLER: Yeah. 11 CHAIRMAN GOEHRINGER: Okay, I'm just -- I 12 have to tell you that I'm just using this as a 13 model or a learning experience for future 14 applications, not necessarily this one, but, 15 you know, future ones that we need to address 16 because we think we have everything covered 17 and then -- 18 MR. BUTLER: Right. 19 CHAIRMAN GOEHRINGER: -- something 20 happens. We certainly don't wish this to be 21 the case -- 22 MR. BUTLER: No, I understand. 23 BOARD ASST. : We had, one similar to this. 24 MR. BUTLER: And we've all seen things 25 happen on the construction site that -- Pugliese Court Reporting and Transcription Service (631) 878-8355 171 ZBA Town of Southold - March 19, 2009 1 (tape change) 2 CHAIRMAN GOEHRINGER: So that sounds 3 good. You' re okay with that? 4 MEMBER WEISMAN: Absolutely. 5 CHAIRMAN GOEHRINGER: Okay. 6 MEMBER WEISMAN: eah Inau� e a •o 7 Sir •u n.•w ey_ -. a. 8 withi m e i olu -f th•e 9 e ..g. o da ion, there's no additional 10 1an a tircirce' fi 11 MR. BUTLER: Correct and we do have 12 footing work to do within that boundary 13 because they have, like I said, some remedial 14 floor structure work to do and new walls 15 coming. That' s why we have some new footings 16 in that space anyway. 17 MEMBER WEISMAN: That you have to put in 18 anyhow. 19 MR. BUTLER: Yeah. 20 MEMBER WEISMAN: And the addition. 21 MR. BUTLER: Plus there' s the addition, 22 correct. 23 MEMBER OLIVA: Which also will be just a 24 crawl space? 25 MR. BUTLER: Yes. Pugliese Court Reporting and Transcription Service (631) 878-8355 Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 pEC� E " E November 20,2009 NOV 2 0 2009 BLDG.DEPT. VIA HAND DELIVERY TOWN OF SOUTHOLD Ms. Linda Kowalski Town of Southold Zoning Board of Appeals RE: Application of Kevin B. &Jeanine Faga#6281 and 6243 (SCTM 1000-31-14-8.2) Dear Ms.Kowalski, Pursuant to our conversation yesterday,I am writing to ask that you confirm with the Board that the decision granted and the subsequent resolution written allows for the existing dwelling to be removed as necessary to comply with FEMA regulations and.the New York State Building code requiring 2 feet of freeboard to be added above base flood elevation to the first floor. The discussion we had during the first hearing was to put language into the decision which protects the applicant in the event that the floor system could not be salvaged and the foundation had to be repaired as a result of the demolition. The stipulation was that the final product must conform to the dimensions of the site plan on file. We were held open for a month for the purpose of adjusting our setbacks for the addition and including this language in our application.The applicant has been issued a stop work order by the building department until this issue is clarified. Please do not hesitate to call this office with any questions. Sincerely, Je reyT. utler,P.E. Cc:Mike Verity 10/28/2009 11:03 63172.78033 BUTLER THOMAS PAGE 01 James F.King,President ����� Town Hall Annex Jill M.Doherty,Vice-President 54375 Main Road P,O,Box 1179 Peggy A.Dickereon Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. Telephone(631)765-1892 Pax(6,91)765.6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 21, 2009 Mr. Jeffery T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 11901 RE: KEVIN FAGA 12580 MAIN ROAD, EAST MARION SCTM# 31-14-8.2 Dear Mr. Butler: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 21, 2009: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit 46931 and Coastal Erosion Permit##6931 C to construct the proposed addition on the east side of the dwelling 25.5' from the bulkhead; square-off the structure on the west side of the dwelling; and replace or repair the original foundation, and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., P.C. last dated February 19, 2009, and received on September 18, 2009. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at(631) 765-1892. Sincerely, James F. King Date ,�or President, Board of Trustees Mast-its Note 's" pa�e8� k- From To o il INi �tJfI�G�. Co./Dept. Co' JFK:eac y�,, >r _ Phone K Phone N Fax k-7�• �� FaX S i x4 ����q°V°t 6/°/ ii. �fm�'%r/ep�.., ar V w \1�.+rf/y� �i i°Ql+l+f+ el%°gin+��il r.A`...�\fvfr ri•%y° 1 _ � . ... ".�e°' E0, IG t Ifl 11 AA / VA /I/ ����+fr rlrll°/r. t 11f�11%Ni ' 13 ' M.'S'X',!.4:.Y�llS.a„c', !a E.,i "•E,L"sll � l.C�. � ff BOARD OF SOUTHOLD TOWN TRUSTEES , ° ,� . SOUTHOLD,NEW YORK /� } i.'F• r PERMIT NO. 6931 & 6931C DATE: July 23,2008 , ?�a ° ISSUED TO: KEVIN FAGA PROPERTY ADDRESS: 12580 MAIN RD.,EAST MARION ' i'. SCTM#31-14-8.2 oslt AUTHORIZATION RAI c A. Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 23,2008 in consideration of application fee in the sum of$500.00 paid by Kevin Faea and subject to the t- Teens and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits t k y�ysf following: ° r Wetland Permit and Coastal Erosion Management Permit to renovate and I construct additions to the existing single-family dwelling and upgrade the sanitary systen i with the condition of a 10' non-turf buffer,the addition of gutters and drywells to contai roof run-off in accordance with Chapter 236-Stormwater Management of the Town Cod and the in of a line of staked hay bales and silt fence prior to construction activities, and as depicted on the site plan prepared by Jeffrey T. Butler,P.E. last dated € _ '.October 29,2008. y IN WITNESS WHEREOF, e said Board of Trustees hereby causes its Corporate Seal to be affixed p .Eg101 � � ' I and these presents to be subscribed by a majority of the said Board as of this date. r: t tr Og11fFllJ�.c :. i. • r y � . of "a�nld�4G'Gai".;dat�gsu`F'�.w;o�, a�3��n'�n u,S;9.aa+ ii:a;3� . �.�.`C�iIS�P.iaol`hSXii'�,iatiTS�n`tT,a��zbs o� �sa�rxcn. /1 r3,; . � r r IU 3 i i '_ y s..` t .F X',;yS t• ��Y� , , �o�� + 1 i� r r / N � i! '��! /I Illi.. ,r �e/ 11+ t ••i/ 111 °i/I NiT` e / Nla . . �:�-�.. �::a�+� P:'\. u°J.�.+\__.'t' �,.. �s'a°/::I+Id>r i m,'�:!��i0i.::��r P� •�..°:�i�er,.��+s".�,I. ,� °tEee/`=�up+1+ i,• i Board of Trustees 12 July 23,2008 inplace. Are there any comments here? Any comments from the Board? (No response.) I'll make a motion to close the hearing. TRUSTEE BERGEN: Second. TRUSTEE KING: All in favor? (ALL AYES.) TRUSTEE KING: I'll make a motion to approve replacement of the dock in place and it will be untreated decking, and deny the addition of any additional tie-off piles because of the eel grass beds. The only thing we are approving is just exactly what is there to be replaced. Do I have a second? TRUSTEE BERGEN: Second. TRUSTEE KING: All in favor? (ALL AYES.) TRUSTEE KING: The stairs to the beach they included on this. I don't have a problem with that. A set of stairs going down to the beach on the side. TRUSTEE DOHERTY: I think we talked about that. TRUSTEE DICKERSON: It's not in the description. TRUSTEE KING: I think we'll just stay with the original, just replace what is there, because of the moratorium. You can't add anything to construction under the moratorium. It has to be strictly inplace replacement. TRUSTEE DOHERTY: They can do that and come back to us. TRUSTEE KING: For an amendment for the stairs after we settle what is going on with the moratorium. So we'll move on. TRUSTEE DOHERTY: So we'll need a new survey. TRUSTEE GHOSIO: Number two, Jeffrey Butler on behalf of KEVIN FAGA requests a Wetland Permit and Coastal Erosion Permit to renovate and construct additions to the existing single-family dwelling and upgrade the sanitary system. Located: 12580 Main Road, East Marion. The LWRP coordinator has determined this to be inconsistent with the LWRP according to the following policies; 6.3, and notes the distance from the bulkhead to the proposed action is approximately 24 feet. Minimum setback distance of 100 feet is required. Also building setback requirements are adjacent to water bodies and wetlands which show that this needs to go to the Zoning Board of Appeals. He notes that if the action is approved, use the following best management practices required: Ten-foot, non-turf buffer. And that's pretty much of the bulk of that report. CAC supports the application with the condition that the proposed addition is relocated away from the water as far as possible and drywells and gutters are installed to contain the roof Board of Trustees 13 , July 23,2008 runoff. All the Trustees were there. We have seen this. There were a couple of questions as far as exterior walls being removed, whether or not this is going to be a demolition. We have, the application mentions, the plans show a porch but we don't know where the porch is. And with that, I'll open it up to comments. Would anybody like to make a comment on this? MR. BUTLER: Jeffrey T. Butler here with the applicant Kevin Faga. I brought with me, Jill had asked me that question about the existing versus proposed conditions'of the dwelling. you c.�0 e-Aen_o'w,alls of_wbat isFt#�ere Rdtmm__ e theme a fs�tiaerrse,�foaremain. There was an existing, I believe it was a covered porch on a slab on the water side of the structure. That's what is being proposed to be cut back so it is landward of the coastal erosion hazard line. It also has to be built to be flood compliant because of the FEMA regulations that are required. The existing foundation will remain. The addition that we are proposing is further back than the existing structure that is there now. The documents I'll hand up to you now show the existing conditions within the house and the proposed conditions which explain the porch above, which is proposed on the second floor. We also at this point have a letter of non jurisdiction from e - r e P" diwo [werareiintoltl reSu oor�t �� ne Hite syste o W r wai ININ .,mm n� TRUSTEE GHOSIO: On what you just gave us, on the first floor plan, you are.showing a deck on there now? MR..BUTLER: Yes.. . TRUSTEE GHOSIO: That was on the original set of plans that we saw when we were out there. MR. BUTLER: At this time that is not proposed. TRUSTEE GHOSIO: The deck is not part of the plans? MR. BUTLER: Correct. Yes. TRUSTEE GHOSIO: There are also a couple of letters that came in yesterday and today which I'll read into the record. To the Board of Trustees and Southold Town. This is from Amelia Bueckle (sic), 23 Meriden Avenue, Key Largo, Florida. My main concern about the Kevin Faga property addition is my water view from my home at 12580. 1 will be a full-time resident as of September 1, 2008. 1 have a limited view of the bay from my kitchen window, which is very important to me and my family and adds great value to my home. Thank you, Amelia Bueckle. From Sophia Antonidas (sic)at 12500 Main Road, East Marion. She writes: Greetings. I am in receipt of the notice to adjacent property owner and as the owner of 12500 Main Road I have concerns i t Board of Trustees 14 July 23,2008 with the renovation and upgrade of the sanitary system. I respectfully request that in my absence of the scheduled hearing July 23, 2008 at 6:00 PM, that my concerns be documented and made public. Although I did not have adequate time to review the site plan provided with knowledgeable authorities I'm concerned that the proposed three pools shown close to the property line are too close to my existing drinking water well. Thank you. Should you have any questions please don't hesitate to contact me. Sincerely, Sophia Antonidas. Does anyone on the Board have any comment or questions? TRUSTEE DICKERSON: Bob, the addition, the most seaward side where the small bump out is, the new addition is not going any farther seaward than what exists? I can't tell from what is in front of me. TRUSTEE GHOSIO: It looks on the site plan that we had out in the field, it shows it is actually extending, sorry, is actually retreating by about a foot, two feet. I can't tell. MR. BUTLER: About three feet less, yes. TRUSTEE GHOSIO: So the footprint will be, at least on the existing residence, will be a foot farther away from the bulkhead. MR. BUTLER: At least, yes. TRUSTEE GHOSIO: Are there any other comments or questions from the audience on this? TRUSTEE DOHERTY: Did we talk about the house being moved back? I missed the first part of the conversation. Is it possible to move the structure back at all some? MR. T r. a s a s conversa t hVIMMtrac sll, a e9 the Jiff re a� -20 M, 'n cyst es an re ui versus ma use of what is w prase sty' he ro' ct. MR. FAGA: If I may, with all due respect, I can't afford that. TRUSTEE DOHERTY: I understand. We just try, whenever possible-- MR. FAGA: I understand completely. TRUSTEE KING: Is that well water there? MR. BUTLER: There is well water now. TRUSTEE KING: Is it county water in that area? MR. BUTLER: I was told county water goes just past the property by the Suffolk County Health Department based on the address I gave them. I still have to verify that in the street. I don't know for sure. We are hoping it is. TRUSTEE KING: I'm not sure. (Perusing.) TRUSTEE GHOSIO: I can't find it listed here. MR. CORCORAN: Has the application been made with the ZBA yet? MR. BUTLER: Not yet, no. TRUSTEE GHOSIO: The file says they have to go to ZBA on this anyway. TRUSTEE KING: Maybe they should go there first. Board of Trustees 15 July 23, 2008 TRUSTEE GHOSIO: To clear everything on the septic and all TRUSTEE KING: I don't know. TRUSTEE DOHERTY: It's, the additions are all landward of the existing. If they have to come back to us for something, then come back to us. TRUSTEE KING: All right. TRUSTEE DOHERTY: It's not like some of the other ones. There is another one tonight that is major. TRUSTEE GHOSIO: Say again? TRUSTEE DOHERTY: This one doesn't seem that it matters whether it goes to us first or ZBA first. To me anyway. That's how I look at it. TRUSTEE BERGEN: I agree. I would like, since this structure is landward, the proposed addition is landward rather than seaward, I would not want to send the applicant to ZBA first, then have to come back here again. I think we should go ahead and act on it and if we approve it and ZBA tells him to change it, they come back to us, if not, they have both permits and approval and they are done. It saves the applicant time and it may be easier. MR. CORCORAN: It may be exempt from ZBA if everything is landward. MR. BUTLER: I have not had that discussion with them. I know they are going to want, unless I do something with the second floor on the western side of the property, where there is a ten foot setback, my second floor. MR. CORCORAN: If it's landward, it's not landward of the back of the property. Are you going up? MR. BUTLER: In that portion I'm going up. I have a second floor there now but I'm putting, it's a cape design. I'm putting more mass. So they want to look at it. MR. CORCORAN: I see TRUSTEE GHOSIO: It may not seem like much but when you raise the configuration of the second floor and it's significantly larger. So, any other comments or questions? TRUSTEE DOHERTY: They have all the drywells and all that on the plans? TRUSTEE GHOSIO: Everything is here. Nothing out of the ordinary. It was found inconsistent. One of the main reasons it was found to be inconsistent is it's within the 100 foot setback from the wetland boundary, which is in case is the bulkhead. But I don't think it's practical to be able to move it back that far. MR. FAGA: It would put me ON the neighbor's property, almost. TRUSTEE GHOSIO: Typically we may not allow this as a new permit today. Basically it's a renovation staying mostly within the footprint, extending a little bit, but not out of the realm of-- so if there are no other comments or questions, I'll make a motion -- TRUSTEE KING: Are they going to put a non-turf buffer in there in Board of Trustees 16 July 23,2008 front of the bulkhead? TRUSTEE GHOSIO: Yes. TRUSTEE BERGEN: Bob, one comment,just to make sure, the project complies with Drainage Code Chapter 236? TRUSTEE GHOSIO: Yes. I make a motion to close the hearing. TRUSTEE DICKERSON: Second. TRUSTEE KING: All in favor? (ALL AYES.) TRUSTEE GHOSIO: 1'11 make a motion to approve this application of Mr. Butler on behalf of Kevin Faga to renovate and construct additions to the existing single-family dwelling and to upgrade the sanitary system as per the plans noting that we are requiring a ten foot, non-turf buffer along the bulkhead and that all drainage be brought up to Chapter 236 code. And by adding the buffer and noting that it is not practical to move this home beyond 100 feet, that the Board finds it consistent with LWRP. TRUSTEE KING: They should have a row of staked hay bales during construction on the seaward side. TRUSTEE GHOSIO: And add a row of hay bales along the seaward side of the project during construction. TRUSTEE DOHERTY: Second. TRUSTEE KING: All in favor? (ALL AYES.) MR. BUTLER: Thank you TRUSTEE BERGEN: En-Consultants on behalf of KEVIN &ALEXANDRA OWARA requests an Amendment to Wetland Permit#6248 and Coastal Erosion Permit#6248C to reduce and modify the scope of the previously approved rock revetment to a double row of quanystone; and reconstruct (inplace with open-grate decking) and extend the existing bluff stairs over the stone to beach. Located: 14345 Oregon Road, Cutchogue. The CAC did not make an inspection, so there was no , recommendation made. There was no LWRP report done on this, but given the fact that the project is actually a reduction in size from what was previously approved and the project as described looks like it would be consistent under the LWRP, I would first ask is there anybody here to speak on behalf of this application? MR. HERMAN: Good evening. Rob Herman, En-Consultants on behalf of the O'Mara's. Very briefly, Dave, your description is correct. This Board had originally, in 2005, late 2005, issued a permit for a traditionally designed rock revetment. We have been back and forth with the DEC for a very, very long time. I think Jim was out there with Chuck Hamilton at one point. To make a two-year story in 20 seconds, what we ended up with was a very similar structure but 2640 i 2630 m LAUNDRY N ROOM BEDROOM q'-O"GL6.HT. BATHROOM q'-0"GL6.HT. q'-0"GLG.HT. _ v 2668 A 226b r--------- ® ® N i i OVEN RAN6E 26bb 26bb O I LE GL. KITCHEN - W-o"GL6.HT. � i N i ----' BEDROOM W-O'GL6.HT. N ry v ry —— — ——_ 2666 TSTEP UP STEP UP I I I I I ' I � � I I m I (V y DINING i LIVING N o ROOM I o q'-O"GL6.HT.j ROOM N m I W-O"GL6.HT. m I � ry I I I I I I m I � I I n I I (2)2650 50T0 (2)2650 EXIT W.G. LAV O 6LO5ET AREA BEHIND KNEE HALL XFE) LIVING RM. GATH.GLG.HT. a' z 5TA I RGA5E z LANDING BEDROOM BEDROOM 5H GL AREA BEHIND KNEE HALL AREA BEHIND KNEE MALL e�B ..--•TiOOwASBPtiI. � u�o[awYYrt. ROOD ROOPL0.dTLOAO YW1•ilhiwr6 oCGpARGYrlvart PURw¢EA rnSM Nlaa•IYCOE:l1GTaRaP RAO CATAODRY C�YEA*�ERea9 P�� >E�iE OEGY iG RLDA�FD MASALU9 yrCliw LDAD LLA91 Gd6lfdCibx biW.ONAL YEIEFlt9 a5'� .U]D 90P2. STRWNAL PBPB pl �30 B XVHxE _ T� b pl pl iu�Eci02]aR.rb pl R 91D. 91�9'3en PLDOR.tUl SOPi. l�Y D9tEGiIW R1M M Pwf� 4C¢�PKb AT�TMIrz®TORFMIlft4 L09O IRRRIOR HALLS AIO PARTWiAN9 AW •iIEREO CGLnIBS ULI%C ALL Onen slw�ciwAL wn+Bea9 9{ !>�RI[A 141L9 wTl PLA9TfN W 9TIYla �yyq ^� I a �`Iw'�`i°e'g"wusr.ao LOADS wiR Bwnle Ln.o 2 " FxrERea�A{l}pp LOADS wnl � a LCq&E FonYES �� ffi 5 AB ER 5 P_ wuWH cOOf LM LOAOS W MLYpiKVOE PER SOYARE MOT Q MRiSORTAL FROlZTION ARi LOADFO Pol w smwe£T POR Am'SiRIGT.aAL' -- _O 7P TO Ov82 ROOP 5LOf4 ® � � giLT CR R-.uCrl9 RR P >o ® �.A� �ulCie9'�PFa P�O•U 6�91 TO LLY Mw y PH n � R4E O wlHY.FER FOOT R�U A1D 6REATBt T.pER9oL. Y 5T41OIfED LOApS RY) ---- coweR Roa 9ALcaxes `ao' V ;i AW,u�ORALLB a ua ® W Xox x=a j $To 4 eou„I FQ S o 9iAQu.+ro F a w n NORTH-WEST ELEVATION wry SLAL&V4•.IW- O 4 9 12 'D w FM _ 9'TRM BOwPD b'FREES BpARD .PO SERES D P YDaOW MO mO45 .� w' aRAIL i0 cooe c ° m $ m iBR Q�PY p --- -- m$a- Fril o„ � o r 8 bRADE PACE: Z SOUTH-EAST ELEVATION 1 t SGALE�I/4'•1'-O' O 6 8 17 i I or i r n,, G-ENERAL NOTES: I. �eueTcrx amels sxu Dern.nm wr D• 10. wmc ro..en rraw 2 THIn))TwT DWil FErWrtlD b'ABT2 rMb® a DadE Flaw»ur wT wusrmve mma 2 B it � li ® - ® '� 1 u �A �p cL r $ W a mF w py s..�.cemaara Z SECOND FLOOR PLAN FIRST FLOOR PLAN 0 SGALE�I/4'•I'-O• �O 2 4 b I SGAI.E I/4'•I'-0' O � 4 6 � m m S 0 2—o SYMBOLS pa ffi y. 0 Xw2 otrtcTw w'� p<'W t mmcwxaT cax raoo, < A F 6 rwe�icae7oe+ecTw AREA CALCULATIONS $ PAGE: 1 SELG�Fib• UDt 9l. qj0 4 4 of i Y i New York State Department of Environmental Conservation 'AM Division of Environmental Permits, Region One SUNY @ Stony Brook 50 Circle Road Stony Brook, New York 11790-3409 Phone: (631)444-0365 • FAX: (631)444-0360 Alexander B. Grannis TIDAL WETLAND LETTER OF NON-JURISDICTION Commissioner June 27, 2008 Mr. Kevin B. Faga 1200 Waters Place Bronx,NY.10461 Re: UPA#1-473 8-03 83 8/00001 Facility- 12632 Main Road SCTM#1000-31-14-8.2 East Marion " Dear Mr.Faga: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of a substantial man-made structure(bulkhead)'which is more than 100 feet in length and existed on or before August 20, 1977, as evidenced on Aerographics Photo#76-2128 and survey prepared by Van Tuyl & Son dated 12/9/71 and shown on the Site Plan prepared by Jeffrey T. Butler dated 9/13/07, is beyond Article 25.(Tidal Wetlands)jurisdiction. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all,necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may,include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence,barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Si erely, Laura Scovazzo Permit Administrator cc: J. Butler, P.E. BMHP File Southold Town Building Department ��o\pSuf Fat, �oG P.O.Box 1179 Permit#: 35122 54375 Main.Road oC* - Southold,New York 11971 Permit Date: 10/30/2009 .44 o (631)765-1802 Expiration Date: 4/30/2011 Parcel ID: 31.-14-8.2 BUILDING PERMIT RENEWAL LETTER Dated: 3/18/2013 Applicant: KEVIN B. & JEANINE FAGA Location: 12632 MAIN ROAD EAST MARION Work Description: ADDITION/ALTERATION don't void house is down they need to follow up per mike CONSTRUCT ADDITIONS/ALTERATION TO EXISTING SFD PER APPROVED PLANS, ZBA#6243&628 1,TRUSTEES#693 1,DEC AS APPLIED FOR. FLOOD PERMIT REQ'D A FEE OF $1042.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: KEVIN B. &JEANINE FAGA Address: 31 STONELEIGH ROAD SCARSDALE,NY 10583-4731 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. 713113 1�6❑ 00�1 1573 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �OfFOX(Co P.O.Box 1179 00 .Gy Permit#: 35122 A o, 54375 Main Road o . g Southold,New York 11971. Permit Date: 10/30/2009 4A apt r (631) 765-1802 1 Parcel ID: 31.-14-8.2 Expiration Date: 4/30/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 6/17/2013 Applicant: KEVIN B. &JEANINE FAGA Location: 12632 MAIN ROAD EAST MARION Work Description: ADDITION/ALTERATION CONSTRUCT ADDITIONS/ALTERATION TO EXISTING SFD PER APPROVED PLANS, ZBA#6243&628 1,TRUSTEES#693 1,DEC AS APPLIED FOR. FLOOD PERMIT REQ'D A FEE OF $942.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: KEVIN B. &JEANINE FAGA Address: 31 STONELEIGH ROAD SCARSDALE,NY 10583-4731 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ao � Town of Southold � Erosion, Sedimentation A Storm-Water Run-off ASSESSMENT FORM y PROPERTY LOCATION: S.C.TA.t THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STO M- ATER,GRADING,pRA1NAGB AND EROSION ONTROL PLAN District Section BI Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YOilK. — Item Number. (NOTE: A Check Mark(,I)for each Question is Required for a Complete Application) Yes No -------Will this Project Retain All Storm-Water Run-Offbeneiated by a Two(2")Inch Rainfall an Site? — r. — -- (This item will include all run-off created by site clearing and/or construction activities as well as all Site — a Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ✓a This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Waterflowl 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? —/ 4 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of (1 Five Thousand(5,000)Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(I W)fest.of a Welland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? / 7 Will Driveways,Parking Areas or other impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ '/ into and/or in the direction of a Town right-of-way? 111LLL 8 Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT Include the Installation of Driveway Aprons.) . 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm Water,Grading, Drainage&Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit)----------------------------------------------------- ermi _-- t) —— EXEMPTiON: Yes --No Does this project meet the minimum standards for classification as.an Agricultural Project? / Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl --------------....— STATE OF NEW YORK, COUNTY OF.... SS ...................... That I, .... 1a,/ (�,,,,,,,,,,,,,,,,,,,,,,,being duly swom,deposes and says that he/she is the applicant for Permit; (Name f individual signing Document) Andthat he/she is the ............... .�r1,t1� ,. .. .....................,..........................................................:... (Owner.Contractor,Agent,Corporate Officer,eta) Owner and/or representative of the Owner of Owner's,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 befi4 and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ...............2 g..�................day of...A.v j..,l i.Sd-.............. 20.0.9 �J GINAA.LOCKE ,�f/ / No.01 L06057960 Notary Public: ../..�!:.:'..�' �;;46;,.,,.,,,,.Notary Public State of New York .•.adbilrzram'safratxleou6ty ................................. .. .. ...... . ............ My Commission Expires 04/3R0� (Signature of Applicant) FORM - 06107 i .::.t = S ?� 96 Q, _. . - __ -- _._ - - _D "�.an i 1a PT. wtPF - � , �•�r _ —� it , _ I � o, •a • -� u! •Q --x N ! '[ E Q o v zs 07 -,j.,;4 - `� carracs _ Z?9.62 44.d2 N-32• . 93. N.35'ZI'W. L. AND AV(D, . PA Im . .- . - ..- • . - . . . st,avEi�1Qo �a� . . `.- - . At��R�.:. .4i,Ci4 sg:FY .. - __ . : °� -• E A 5-r NA1 H ot 16'N a u&}1~�4 T � Sc:�YEY GoMP:.eTa� DEC. `� . 1971, .SCALE : 44'= },. � �AV "�UV� .� i �j�glN Rod D N TSTONE • MON. TM LOT#008.1 I A y 0 N/F HUKILL p S a . R•'E 1—D N 54'39'00"E 103.35' WI y a N I V�i• N OI o 2� m 0 O m FRAME y I SHE05(2) 4'�'p° O ° m 0 3.8 10.2 LD4' i I �n b y b YP O� I x P° 2-RAIL m W �4p FENCES N(71 p 1.2 /j 2 L N STORY u I N RESIDENCE i. 9.3' .0' W SMD R00r VDOD siER / OD al-STORYa wERiw.c wwRG G `J x COIR ' 22.7' w000 S . DECK DI o Z UlE CNCE cIm. 6f D 6 O z au Q.5• Hfp,O �Vsi �1 m BO v+ cWi1 WpO� • W�i � t2� 6 O O �p80,�,tEWO N0£ GWRANTE RR'ES IMDKALEO HERE ON SHALL RUN W On„W TµV5 OP Of „r . m1 TO RLITSON I'mMHOdI w ME SURYEI L 0'.v� IRar CLWRANY.00VEkHUEN1A(AGFNC'Y.N£ Yp S 3�y5 Q,1Q tclDw.5"Wom 6L'sw YKRELW AND TO ME A59ONEE5 or INE LENDING INSRTUROK p GUARANTEES ARE NOr 1RANSIFRABt£TD m AWIPWK WS.I~S p SUBSEQUENT OMER$. SS� UNAUM0R17E0 AL MIA 7M OR 10p770N TO Roy O�l SURVEY I$A Y•OLARON OF SECRON IM Or ME NEI•Y A STATE EOUCARON LAW. CMES 17 WIS SURYEYY R NOT BEARING ME—SURVEYORS ENBOSEED SEAL SNAIL N'CE BE CWSIOERED r0 BE A Y40 TRUE CMY. TAI& 1000-OJI-14-008.2 SURVEY OF DESCRIBED PROPERTY SURVEYED: 7 JUNE 2004 SITUATE SCALE 1 30' EAST MARION, TOWN OF SOUTHOLD AREA = 17.493.37 S.F. SUFFOLK COUNTY, N.Y. OR 0.40 ACRES SURVEYED FOR: MARY D1AZ SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUF (M- N.Y. 11956 631-73 -5835 CLLARANTEED TO: VARY DIAZ IENSEDr ND SURVE10IR1323 N L' o. 9273 t LINE / SYMBOL LEGEND TEST HOLE DATA AREA COVERAGE CHART: (TEST HOLE DUG BY: EX15TINO AREA: PROPOSED AREA: ; e DE51G.: STRUCTURE: AREA TO BE REMOVED: AREA TO REMAIN: MGDONALD GE05G IENGE f PROPERTY LINE TEST HOLE FIRST FLOOR SECOND FLOOR FIRST FLOOR SECOND FLOOR - ® ON JUNE 26, 200W SETBACK LINE - - - - CATCH BASIN p ® RESIDENCE 1,143 SQ.FT. 4%,5Q.FT. 23cL72 50.FT. ,. EXISTING TO BE MIXED SAND 4 LOAM REMOVED/RELOCATED GAS VALVE RESIDENCE 54.3g SQ.FT. £ WATER W I 88.62 SGt.FT. � . R WN FINE TO RESIDENCE (FOOTPRINT)PALE B O (F HATER VALVE GOUARSE 5AND WITH sl Yt ELECTRICAL - 10-20% GRAVEL - 5W Y .44 .FT. 73.44 SQ.FT. � © SHED 13 5Q � • GAS MANHOLE COVER MH _ q D SHED ±25.00 5Q.FT. ±25.00 SGt.FT. TELEPHONE T O UTILITY POLE SANITARY SEWER - 55 E � H••,M.�-�"f SI o SHED 32.00 SQ.FT. 32.00 SQ.FT. � "� � ,•.,1.,�.. ,L 'i 'L.OGATION''' ' F � w WATER IN PALE O LIGHT P05T BROWN FINE TO s FENCE - COARSE SAND WITH RESIDENCE 2 .00 SQ T. 288.0 SQ.F T.Q MONUMENT `a 10-20% GRAVEL - "- OVERHEAD ELECTRIC PORCH t8g,5q SQ.FT. ` GONG. CURB = STAKE O 7 oRERr wrar+�oR q p 1-7' H ENTRY PORCH 25.00 50.FT. le, GOA5TAL EROSION HYDRANT v O HAZARD LINE tiY0 WATER ENCOUNTERED q.0' BELOW SURFACE 1 GARAGE 600 50.FT. - . TOTAL (FOOTPRINT): I,2-13.44 50.FT. ±111.3q 50.FT. 1,162.06 50.FT. ±1002.5q 50.FT. a. ,.::, ... . ...,. TOTAL (LIVING AREA): 4g6.00 50.FT. Ip88.62 50.FT. 288.00 50.FT. 521.12 50.FT. LOGATION MAP: NOT TO 50ALE EXISTING BUILDING GOVERAGE: ABBREVIATIONS �b �I 1,213.44 SQ.FT. / ±11,532.58 50.FT. = 1.2696 P RO SITE J I TE PLAN: `l PROPOSED BUILDING COVERAGE (INCLUDING PORCHES): ABV --- ABOVE GA --- GAGE, GAUGE 2,216.04 50.FT / ±11,532.55 50.FT. = 12.g5% AFF --- ABOVE FINISHED FLOOR GV --- GALVANIZED SITUATE AT: PROPOSED LIVING AREA: AFG --- ABOVE FINISHED MET --- METAL EAST MARION N.Y. 1554b2 5Q.FT (EXISTING) + 860:12 50.FT. (PROP05ED) = 2445.34 50.FT. (TOTAL) GRADE AG --- ABOVE GROUND NT5 --- NOT TO 50ALE TOWN OF SOUTHOLD BG --- BOTTOM OF CURB O.H.--- OVER HEAD SUFFOLK COUNTY, NEW YORK BI --- BOTTOM OF ISLAND PL ,5 --- PLACES 50TM NO.: 1000-31-14-000&.2 GB --- CATCH BASIN PVC --- POLYVINYL CHLORIDE ZONING DISTRICT: RESIDENTIAL 'R40' GONG --- CONCRETE PP --- POWER POLE GONST --- CONSTRUCTION RGP --- REINF. GONG. PIPE Cc ITE APPRE55: GONT --- CONTINUOUS/CONTINUE REINF --- REINFORCED 12580 MAIN ROAD CPR --- COPPER SD --- STORM DRAIN DIAM --- DIAMETER ST --- STEEL EAST MARION, NY IIg3q DIP --- DUCTILE IRON PIPE TG --- TOP OF CURB D.W.--- DOUBLE WALL TI --- TOP OF ISLAND ;SITE DATA: EXISTING: PROPOSED: EXIST --- EXISTING TERM --- TERMINATE AREA OF 51TE: ±17,532.555.F. (0.403AG) N.G. FD --- FLOOR DRAIN U/L --- UNLEADED FO --- FUEL OIL VIF --- VERIFY IN FIELD COVERAGE CALCULATION: SEE AREA COVERAGE CHART m ' F/G --- FIBER GLAS5 WO --- WASTE OIL O FTG --- FOOTING WWM --- WELDED WIRE MESH BASE FLOOD ELEVATION: F+ 1 MAP NO. 6313GOO640 - AE g (NOVD Ig2q) � O PROPERTY OWNER: KEVIN FAGA V_ = v 12632 MAIN ROAD . N� EAST MARION, NY IIg3cl GLAYTON 1 TIE = 202.56 < EXISTING WOOD BULKHEAD LL E ry - - - 5 38044'00" 13 142.bg X Z ' �� ��SA F E DIG C) 1 11 1 � 0L1 x O 4 I Before You Dig, Drill Or Blast! A4 • x q) EX15TINO WOOD 1 \ (...•� W p \ 15' RIGHT OF WAY 1 STEPS W/ RAILING \ ® CALLUS TOLL FREE 1-800-962-7962 Cl 4, (BY OWNER OF \ : NY industrial code rule 753 requires no (3 1 LOT &.1) 1 1 ' , less than Lwo working days nctica,but not '~ T N �• // I \ 1 1 more than ten days notice. m �• $� - - - - - 51DE YARD SETBACK = 15 O . 2 1 A5Py EXISTING W ALr pI�I��Y Q• � •� � � o � ZONING INFORMATION: 3 s m Q �1 0 - �; Z d 1• Q ,1 `1 ENGINEER: 5.0.T.M. LOT NO. 008.1 c/S�/ �[�' 1 - �f p� O , '(l� D - r�. , rvF r x_ �1 , ` RESIDENTIAL DISTRICT (R 40� �r � �� HUKILL �� q 8 TEST W cn =� 1 `•�ty '�T�a'�. \ � y LOT AREA: HOLE y •7� O Co 10� ` MINIMUM ALLOWED: 40,000 SQ.FT. �, PROVIDED: 17,532.58 SQ.FT. r w I 11 K 1 ` LOT WIDTH: t ,y =N ��Ln.� G - OF �0 1� MINIMUM ALLOWED: 150' ao,;3 - p EXISTING EXISTING ASPHALT gMNP` �j O // (Y RAIL FENCE DRIVEWAY TO BE 1 PROVIDED: 103.35' I I TO BE ALTERED �'�.0 N 1 ?d Q; - \ REMOVED LOT DEPTH: JEFFREY T. BUTLER, P.E. MINIMUM ALLOWED: 175' Q PROVIDED: 142.69' ;A1O YARD REQUIREMENTS: �- I 0 -� LU MINIMUM FRONT SETBACK: 35' PROVIDED: 91'-0" Iz IL v PROPOSED 1 PROPOSED 11 G SECOND FLOOR W\�p N17 MINIMUM SIDE YARD SETBACK: 10' z COVERED PROPOSED PORCH EXI5TIN N LU (N ENTRY PORCH ••'' Q 0 2 STORY Gi 1• WOOD 00;= owl PROVIDED: 9 -3 Q, O m ADDITION i DECK 1� EL. II T1' =° , ` EXISTING SHED --�� ` CUMULATIVE SIDE YARD SETBACKS: 25' . . p g2.5' \ ' O O BE ROVEEHANG 3.MOVED N 1 PROVIDED: 65'-6" < z < `1 O Q 0, 2 . 3�:�' 1 MINIMUM REAR SETBACK: 35' ,� I O m \ 25•q' -' �, 1 PROVIDED: 35'-7" w 3g.o' 1 W p < 0 / 0 LIVING (FLOOR) AREA: O m 35.0' \\ \ �A3` 14� 33�' �2b 1 MINIMUM REQUIRED: 850 SQ.FT. Cn } # EXISTING: 1 ST: 1,088.62 SQ. FT. O < Ina LU �C 2ND: 496 SQ. FT. w z ® PROPOSED: 1 ST: 288 SO. FT. tY v � �- I XISTING \ 2ND: 559.41 SQ. FT z 0 E p\ PROPOSED EXISTING 1 1 t!1 FRAME SHEDS ry\ GARAGE / 2_ STORY RESIDENCE EXISTING ,•O X 1 TOTAL. 2.400.34 SO, FT. I TO BE O r (4 BEDROOM) I STORY 1 a (TO BE ALTERED) W/ PORCH LOT COVERAGE: z l\ EL. I1.77' ABOVE 1 r BUILDING AREA MAX. ALLOWED: 20% 1 (EL. II.-M © TO BE REMOVED 1 1 LLI z EXISTING: 7.26% O O G o �1 PROPOSED: 12.98% YARD _ -� SID D SETBA K = 1-0' p ..y _, ..O 14,2' Z �1 BUILDING HEIGHT: AGGE 1 MAX. ALLOWED: 35 = s E OCT F.2 2008 N 35°21'00" W SORY�RUGTU '� EXISTING: 24'-0" 44.62' YAK ETBAGK = 3' „ SIDF a- Ya \ , „ PAGE : N 32°s5'o0" I„I 1 PROPOSED: 28 -0 W EXISTING STOCKADE FENCE SITE �- _ - --- -� a EXISTING bLDv.DEPT. TOWLt OF SQ'!jHQt r s \ -• ?� 6 2 GO�LTF NUMBER O STORIES: J EXISTING: 2.0 N/F \ 87 N 35°210o w _ PROPOSED: 2.0 20 10 O 10 20 30 40 50 DEFOS GRAPHIC SCALE I - 10 O 3&I .03 ' OF II IL 0 U y L t TE5T HOLE DATA AREA COVERAGE CHART: LINE 5 YMBO L EOEND N� 4 LM, TEST HOLE DUG BY: PROP05ED AREA: ;:'<; :,,.' ..'. •.: ( EXISTING AREA: AREA TO BE REMOVED: AREA TO REMAIN: DESIG.: STRUCTURE: uii:e�wc,eaMn = -- -• - McPONALD GE05GIENGE PROPERTY LINE TEST HOLE ® FIRST FLOOR 5EGOND FLOOR FIRST FLOOR SECOND FLOOR 5 ON JUNE 2b, 200b) SETBACK LINE - - - - RESIDENCE 1,143 5Q.FT. 4qb 5Q.FT. 23q.72 50.FT. CATCH BASIN O' ® P EXISTING TO BE MIXED SAND d LOAM �•• " Y { i REMOVED/RELOCATED' GA5 VALVE pd 2' © RESIDENCE 54.3q 5Q.FT. WATER - W " n • • Lw PALE BROWN FINE TO RESIDENCE (FOOTPRINT) 1,088.62 SQ.FT. ; WATER VALVE D4 `.y. COUARSE SAND WITHcs ELECTRICAL - E I0-20St5 GRAVEL 5W SHED 73.44 SQ.FT. 73.44 SQ.FT. O GAS - G MANHOLE COVER 0 , .s ±25.00 5Q.FT. t25.00 SQ.FT. TELEPHONE - T OD SHED UTILITY POLE N•.t M•lun (-^I qnr+ 4 A, t Q W SANITARY SEWER '- 55 WATER IN PALE © SHED 32.00 SQ.FT. 52.00 SQ.FT. 11�j�- LIGHT POST BROWN FINE TO FENCE COARSE SAND WITH F RESI DENGE 288.00 SQ.FT. 288.0 SQ.FT. MONUMENT 0 10-20% GRAVEL - OVERHEAD ELECTRIC -_ \\ \\ SW O PORCH t8q.5q 50.FT. ower:r' • o Q GONG. CURB STAKE f b F ,K �o� Foq y r � 3 I�' O ENTRY PORCH 25.00 SQ.FT.COASTAL o 4 HAZARD LINE '�� HYDRANT tiy0 WATER ENCOUNTERED Q 4.0 BELOW SURFACE O GARAGE 600 5Q.FT. i. TOTAL (FOOTPRINT): 1,273.44 5Q.FT. t111.3g SQ.FT. 1,162.06 5Q.FT. t1002.5q 5Q.FT. ABBREVIATIONS AB B V --- ABOVE GA --- GAGE, GAUGE TOTAL (LIVING AREA): 4%.OD SQ.FT. Ip88.62 SQ.FT. T-255.00 SQ.FT. 527.72 SQ.FT. LOCATION MAP: AFF --- ABOVE FIN15HEO FLOOR GV --- GALVANIZED NOT TO SCALE AFG --- ABOVE FINISHED MET --- METAL GRADE AG --- ABOVE GROUND NTS --- NOT TO SCALE EXISTING BUILDING COVERAGE: Br, --- BOTTOM OF CURB O.H.--- OVER HEAD 1,273.44 SQ.FT. / t17,532.55 50.FT. = 7.26% FROP05ED SITE PLA I 2 �n BI --- BOTTOM OF ISLAND PLG5 --- PLACES PROPOSED BUILDING COVERAGE (INCLUDING PORCHES): E C E 0 U E GB --- CATCH BASIN PVG --- POLYVINYL GHLORIDE 2,276.04 50.FT / f17,532.5& 50.FT. = 12.q&96 51 WATE AT: GONG --- CONCRETE PP --- POWER POLE PROPOSED LIVING AREA: EAST MARION N.Y. CON5T --- CONSTRUCTION RGP --- REINF. GONG. PIPE 1,554.62 50.FT (EXISTING) + 860.72 50.FT. (PROPOSED) = 2445.34 50.FT. (TOTAL) TOWN OF SOUTHOLD CONT --- CONTINUOUS/CONTINUE REINF --- REINFORCED SUcFOLK COUNTY, NEW PORK ZE Z 3 CPR --- COPPER 5D --- STORM DRAIN SGTM NO.: 1000-31-14-0008.2 DIAM --- DIAMETER 5T --- STEEL ZONING DISTRICT: RESIDENTIAL 'R40' DIP --- DUCTILE IRON PIPE TO --- TOP OF CURB D.W. DOUBLE WALL. TI --- TOP OF 15LAND OF DEPP.H.-EXIST --- EXISTING TERM --- TERMINATE 51'�E ADDRESS: TOWN OF SOUTHOLD D --- FLOOR DRAIN U/L --- UNLEADED 1 121>80 MAIN ROAD F FO --- FUEL OIL VIF --- VERIFY IN FIELD EF5T MARION, NY IIg39 F/G --- F I BER 6LAS5 WO --- WASTE OIL FTG --- FOOTING WWM --- WELDED WIRE MESH p ' 513E DATA: EXISTING: PROPOSED: AF:EA OF 51TE: t17,532,585.F. (0.403AC) N.G. LINE OF PROPOSED COVERAGE CALCULATION: SEE AREA COVERAGE CHART m c� FENGEALES AND SILT 10' NON TURF • 2 BUFFER a/6E FLOOD ELEVATION: a a / TIE = 202.56' 70 = -r GLAYTON \ M/tP NO. 6313600646 - AE q (NGVD Ig2q) ry 5 38044'00" E \ 142.bq' PPOPEXISTING WOOD BULKHEAD 1 - - - - ----` _ 11 \ KEV NEFAGA WNER: 12632 MAIN ROAD LY m \ 4 I 1 1 EA,5T MARION, NY IIc13q �/ J , , EXISTING WOOD \ \ / IV RIGHT OF WAY , 5TEP5 W/ RAILING < 1 1 (BY OWNER OF \ \ � X Z � LOT 8.1) \ 1 [SAFE DIG �' o 3 I SIDE YARD SETBACK = 15'-O" X 1 CA 1 1 �,• �c� - - - - - - - - - - - - - o �� o \\ 1 C3efore You Dig, Drill Or Blast! pa o < � EXIST \ 11 Il � dJ ASPHALT MI6 1 CALLUS TOLL FREE 1-800-962-7962 O m z �' \ (� 1 NY indus'rial code mle 753 requires no O \ 1 1 1h� less thar tivo working days noticd, but no: N more than ten days notice. S.G.T.M. LOT No. 008.1 I,�cS�i Y OT - N/F F� v r- HUKILL o _� . �� g 8 TEST \A CL 11 F 41� A 1 J 1� \ ZONING INFORMATION: '� HOLE I- 3 A ® 5 1 ol'` �' 1 I S v�1. , K ;A \ RESIDENTIAL DISTRICT (RR=4O) ENGINEER: EXISTING ASPHALT 3 1 O� N / EXISTING DRIVEWAY TO BE p�N� 1 \ 1 oC �� ��� O GMN C� fG F�T.(3'`* I / V.• 30 0 LOT AREA: �� �� UT�F I tY I RAIL FENCE ALTERED 6 R FI \ Q,. u- TO BE REMOVED \ PROPOSED LEACHING POOL wl� 1� MINIMUM ALLOWED: 40,000 SQ.FT. CO .<;. . J •� \ I OP x 4 DEEP FOR RAIN >3 NI ah PROVIDED: ±17,532.58 SQ.FT. 4 PROPOSED old \� "'il' th� u I WATER RUNOFF . SECOND FL. \ LOT WIDTH: „ . ;``i' I \ O PORCH 1� ol-� MINIMUM ALLOWED: 150' � o- A0, ti � �� � 10'MIN (TYP) 5, 1 010 PROVIDED: 103.35 \ 5D leo EXISTING SHED \ �1` LOT DEPTH: JEFFREY T. BUTLER, P.E. PROPOSED LEACHING POOL (I) 8'Q� x 4' DEEP FOR RAIN // \ �-- �� \ ��� -'"' a'�� RODF OVERHANG 1 ti`�� MINIMUM ALLOWED: 175' IWATER RUNOFF , \ 5.7 G� D TO BE REMOVED PROVIDED: 142.69' I \ 4 PROPOSED �I EXISTIN �� r PROPOSED STORY WooD 1 �vl` YARD REQUIREMENTS: / Q ADDITION 1 DEGK \ 1 COVERED ` EL. 11.77' 1' \ 1 MINIMUM FRONT SETBACK: 35' O q2,5' ENTRY PORCH / o� 1 1 PROVIDED: 91'-0" 0 � Q / 2 MINIMUM SIDE YARD SETBACK: 10' 3 )L \� , ,y \ : 2s.q' �� 3�'►' 1\ PROVIDED: 9'-3" Q N O CD Q cz o so . .. ? �1 11 CUMULATIVE SIDE YARD SETBACKS: 25' w O z 35.0' 3D' \ DA.. ` 1 PROVIDED: 65'-6" Z _ W z O < \ : 14.2' 33 1 \ Q - LY ••.� q2b 1 1 MINIMUM REAR SETBACK: 35' z Q 0 m � Z ;1� BUILDING AREA 1 1 PROVIDED: 35'-7" p..l w E O I EXISTING \ ® O TO BE REMOVED 1 \ Q Q O p\ PROP05ED EXISTING 1 1 } < 7 O FRAME SHEDS N\ GARAGE // , V2 STORY RESIDENCE : .� 1 LIVING (FLOOR) AREA: O I TO BE \ 1 \ (4 BEDROOM) 1• 1 1 MINIMUM REQUIRED: 850 SQ.FT. C~/1 N - N REMOVED O (TO BE RENOVATED TO A '' 1 \ EXISTING: 1ST: 1,088.62 SQ. FT. w IL d #' d) -----__ - EL. ►I.77' N 1 1 2ND: 496 SQ. FT. z ►- O O tr 2y2 STORY RESIDENCE) N 3g,O' 3 1 \ O w J PROPOSED: 1 ST: 288 SQ. FT. O v r - SIDE Y,Q� SFTBA x 1 \ 2ND: 559.41 SO. FT [Y O \0 .. K 10-0° 25.q' �G�� 1 1 TOTAL: 2,400.34 SO, FT, Q _ - m u. 14 �i�' s 1 LOT COVERAGE: 111 O Z N 35°21'00" W -YARD RY STRUGTU SIDE PROPOSED 5QUARING- 1 44.62' N 3 ° E�AGK -OFF OF STRUCTURE �Qo 1 1 MAX. ALLOWED: 2090 m 1 EXISTING: 7.26% O 5�Oo, -_ ry '� oa ExISTING 1 PROPOSED: 12.98% EXISTING STOGKApF FENCE -- SITE F'L�N1 - = _ 1 0 CONCRETE N/F \ 87 2 WALL \ BUILDING HEIGHT: \ MAX. ALLOWED: 35 DEF05 p N 35°21'O '- " fD A(5 E : 20 10 0 10 20 50 40 - 50 _ o W EXISTING: 24 0 � GRAPHIC SCALE I 10-O \�p 38.03 u 0 PROPOSED: 28'-0" • a 10' NON TURF u. r rn BUFFER NUMBER OF STORIES: \ inn A MAX. ALLOWED: 2.5 1 o EXISTING: 2.0 ' PROPOSED: 2.0 13 Of � 0 U V) TEST HOLE DATA AREA COVERAGE CHART: A LINE SYMBOL LEOEND (TEST HOLE PUC-; BY: EX15TINO AREA: AFTER CONSTRUCTION AREAS ISLAW SOLW STRUCTURE: McDONALD GE05(I EN6E PROPERTY LINE TEST HOLE FIRST FLOOR 5ECOND FLOOR FIRST FLOOR SECOND FLOOR ON JUNE 26, 2008) SETBACK LINE RESIDENCE 105q.62 SO.FT. 4% 5GZ.FT. 12cl0 50.FT. 12'70 5G.FT. CATCH BA51N WWllViI 0. EX15TINO TO BE MIXED SAND 4 LOAM REMOVED/RELOCATED....... ...................... ev 5HEP (TO BE REMOVED) :t25.00 SG.FT. OAS VALVE 2 HATER KV PALE BROWN FINE TO Q SHED (To BE REMOVED) -0.44 SQ.FT. HATER VALVE q ELECTRICAL E 10-20 GRAVEL 9N a. r .sHED To BE zrmovrr OAS MANHOLE COVER PORCH e>O 50.FT. < TELEPHONE —T 9 UTILITY POLE A, SANITARY SENER ENTRY PORCH 3151 SO.FT. e, ,,< „n',:" j;', NATER IN PALE TA - LIGHT POST BROWN FINE TO w E FENCE COARSE SAND WITH PORCH '72 50.FT. MONUMENT El 10-20% ORAVEL. - OVERHEAD ELECTRIC STAKE TOTAL (FOOTMNT)- 1,220.06 SO.FT. 14135-1 50.FT. GONG. CURB25 17 TOTAL (LIVING AREA): 1585.62 SO.FT. 2560 50.FT. COASTAL ER05ION HYDRANT HAZARD LINE NATER ENCOUNTERED ci.0' BELOW SURFACE -7 301-0145 COVERAGE: vr EXISTING 11,220.065 50.FT. 50.FT. = (DA65% AE315RE\/IATIONS POP5ED ILDINO COVERA&E (INGLUDIN6 PORCHES):14R'73.50-t SQ.FTBU ±1'7,532.5e� 50.FT. 5.40% LOGATION MAP: ABV --- ABOVE GA GAGE, GAUGE NOT TO SCALE AFF --- ABOVE FINISHED FLOOR GV GALVANIZED AF6 --- ABOVE FINISHED MET --- METAL GRADE A6 --- ABOVE GROUND NT5 --- NOT TO SCALE BG --- BOTTOM OF CURB O.H.--- OVER HEAD F-"ROP05ED SITE PLAN: E31 --- BOTTOM OF ISLAND PLG5 PLACES C13 --- CATCH BASIN PVC POLYVINYL CHLORIDE 9TUATE AT: CON(f, CONCRETE PP --- POWER POLE FAST MARION N.Y. CON5T CONSTRUCTION RGP --- REINF. GONG. PIPE JV N, OF SO HOLD CONT --- CONTINUOU5/GONTINUE REINF --- REINFORCED %FFOLK COUNTY, NEW PORK OPP, --- COPPER 50 --- STORM DRAIN E<,TM NO.: 1000-31-14-0005.2 PIAM --- DIAMETER 5T STEEL ZONING DISTRICT: RESIDENTIAL 'R40' PIP --- DUCTILE IRON PIPE TO TOP OF CURB P.H.— DOUBLE HALL TI --- TOP OF ISLAND 9TE APPRE55: EX15T --- EX15TIN6 TERM --- TERMINATE 1:259�O MAIN ROAD I'D --- FLOOR DRAIN U/L UNLEADED FO --- FUEL OIL VIF VERIFY IN FIELD EAST MARION, NY Ilq3cl F/0 --- FIBER OLA55 NO --- WASTE OIL FT& --- FOOTING W"M --- HELPED WIRE MESH 1 p ',.4TE DATA EX15TINO PROPOSED: O AREA OF SITE: (0.403AG) N.C. kc LIFE OF PROPOSED COVERAGE GALCVLATION SEE AREA COVERAGE CHART N/F HAY BALES AND SILT 10 n M FENCE NON TURF C) A CLAYTON E)A5E FLOOD ELEVATION: 73 f3UFFEF, P.A.1 NO. (5,313000645 - AE q (N&VP Iq2q) t- ry TIE 20256 N 142.661' EXISTING HOOD BULKHEAD 5 35044'00" E PROPERTY' OWNER:- I P-4 . r- 14- KEVIN FAOA 1.2652 MAIN ROAD 4 I 1 1 FAST MARION, NY IIq3q EX15TINO HOOD 15' RIGHT OF WAY STEPS H/ RAILING Q, \ �O Q' (BY OWNER OF LU LOT E5.1) 11 x z ISAFE. DIG 0 1 51DE YARD SETBACK 151-0" CD Before You Dig, Drill Or Blast! X0 :�A LU .�' ,� - 11, TA1 OL A Q) SPH,�L-: CALL US TOLL FREE 1-800-962-7962 NY industrial code rule 753 requires no C) less than two working days notice,but not m more than ten days notice. 5.0.T.M. LOT No. 005.1 )I. C,Ld .\is N/F \� � . r IS, HUKILL TEST iu �1` t -A HOLE LU '46 0 ti ;A lly*n A s ZONING INFORMATION: ENC71NEER. 7 ;� 3 , N� O� BOG A NE EX15TINC7 ASPHALT EX15TIN& DRIVEHAY TO BE RAIL FENCE ALTERED RESIDENTIAL DISTRICT (R-40): TO BE \: REMOVED p" PROPOSED LEACHING POOL (1) 60 x 6' DFFP FOR RAIN LOT AREA: cc HATER RUNOFF MINIMUM ALLOWED: 40,000 SQ.FT. PROVIDED: ±17,532.58 SQ.Fr. PROPOSED IO'mIN (TYP). @ SECOND FL. 3A LOT WIDTH: liu , PORCH Iry i-'E S MINIMUM ALLOWED: 150' `\ JEFFREY T. 13UTLER, P.E. ""` $ \ N :.A PROVIDED: 103-35' LOT DEPTH: PROP05Ej7 EXISTIN (ZA. MINIMUM ALLOWED 175" \\.-2-5-tbR­"r* \ HOOD 9: ADDITION DECK EXISTING SHED PROVIDED: 142.69 EL. 11. ROOF OVERHANO\ @TO BE REMOVED YARD REQUIREMENTS: IL PROPOSED MINIMUM FRONT SETBACK: 35' 0 COVERED ENTRY PORCHPROVIDED: 77.1' (N q 1 1 p O CD IL > MINIMUM SIDE YARD SETBACK: 10' < Uj O z C A G PROVIDED: 9.3' (EXISTING) EXISTING < PROPOSED P 44 < 2 STORY V25TORY RESIDENCE CUMULATIVE SIDE YARD SETBACKS: 25' (4 BEDROOM) 77.11 n ADDITION PROVIDED: 64.9' L* 11.71 (TO BE RENOVATED TO A BUILDING AREA ... a - O 2Y2 STORY RESIDENCE) 4.3 TO BE REMOVED < < FRAME 51SHEDSEXI EXISTING EL. I I.-n' MINIMUM REAR SETBACK: 35" > < 2: PROVIDED: 4 TO BE Ce) Q in N REMOVED NOTE: EXISTING DWELLING < # v REMOVED TO TOP OF FOUNDATION. LIVING (FLOOR) AREA: (3 0 :- -------- FOUNDATION TO 13E ELEVATED 50 PROPOSED MINIMUM REQUIRED: 850 SQ.FT. z I,- 0 @ THAT STRUCTURE COMPLIE5 WITH 0A Q FEMA AND N.Y.S. RES. GODS P323 SECOND FL. 0 EXISTING: 1585.62 SQ.FT. LL L -RE - LL CANTI EVE 0;1 :.A AFTER CONSTRUCTION: 2560 SQ.FT. < K BALCONY0 IL U) ACC So .. ..... LOT COVERAGE: N 35021'ooll Uj STRL,��To �\A Z 4 21 YAR SIPE tr MAX. ALLOWED: 20% TBACK 3'- QEXISTING: 6.96% z N 52 --PROPOEEP 5WARIN C-7 VRE -7 AFTER CONSTRUCTION: 8.40% Q S I TE FLAN EXISTING STOCKADE FENCE OFF OF 5TR'UOT EXISTINO CONCRETE L 2 HALL BUILDING HEIGHT:—4 '71 MAX. ALLOWED: 35' 20 10 0 10 20 30 40 50 IN 3 EXISTING: 24'-0* 5*21'001, PA(5E : ORAPHIG SCALE 1 10-0 AFTER CONSTRUCTION: 28'-1 • �A � � � o � 10' NON TURF NUMBER OF STORIES: BUFFEIR, MAX. ALLOWED: 2.5 E B 2 A- EXISTING: 2.0 o� , zAFTER CONSTRUCTION: 2.0 BLDG.DEP MAINincQMIT O_D of I REScheck Software Version 4.2.2 Compliance Certificate Project Title: Proposed Addition and Renovation Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type:' Non-Electric Glazing Area Percentage: 12% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 'Faga Residence Kevin Faga Jeffrey,Butler,P:E. East Narion,NY 12632 Main Road 206 Lincoln Street Permit Date:8/09 East Marion,NY Riverhead,NY 11902 631'208-8850 Compliance: Passes Compliance:19.0%Better Than Code Maximum UA:541 Your UA:438 WA m Gross Cavity Cont. Glazing Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 2:Flat Ceiling or Scissor,Truss 994 30.0 0.0 -35 Ceiling 3:Cathedral Ceiling(no attic) 276 30.0 0.0 9 , Wall 1:Wood Frame,16"o.c. 3220 15.0 0.0 217 Window 1:Vinyl Frame,Double Pane with Low-E 382 0.340 130 Door 1:Solid 22 0.220 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1270 36.0 0.0 42 Boiler 2: 84 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her. knowledge,belief,and professional judgment,such plans.or specificati s are in compliance with this Code. 2C_ Name-Title Si na a Date Project Notes: „��,���•��—~- r. .� First and second floor addition V i_ ti;• c, 1F D 4.95 9p�FS S9 Project Title: Proposed.Addition and Renovation Report date: 08/20/09 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070042 Faga-East Marion Renov\PERMIT SET\energy2.cck.rck Page 1 of 4 REScheck.Software.Version 4.2.2 . 1 Inspection Checklist Ceilings: ❑ Ceiling 2:Flat Ceiling or Scissor Truss;R-30.0 cavity insulation Comments: ❑ Ceiling 3:Cathedral Ceiling(no attic),R-30.0 cavity.insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16'.'o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows.without labeled U-factors,describe features:. #Panes Frame Type Thermal Break? Yes. No Comments: Doors: ❑ Door 1:Solid,U-factor:0.220. . Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment:' ❑ Boiler 2::84 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible. materials.If non-IC rated,fixtures are.installed with'a 3"clearance from insulation.,- Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. . Materials Identification and Installation: ❑ Materials.and equipment are installed in accordance with the manufacturer's installation instructions: ❑ Materials and equipment are identified so that compliance can be determined. . ❑ Manufacturer manuals for all installed heating and cooling equipment and service.water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building.plans or specif cations. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above.the outdoors are insulated to at least R-6. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or'. tapes.Tapes and mastics are rated UL 181A.or UL 181 B. Project Title: Proposed Addition and Renovation Report.date'.08/20/09 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070042 Faga-East Marion Renov\PERMIT SET\energy2.6ck.rck Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: O Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York'City Building Code,-as applicable. Service Water Heating.- Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water.Systems: Lj Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title: Proposed Addition and Renovation Report date: 08/20/09 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070042 Faga-East Marion Renov\PERMIT SET\energy2.6ck.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" . Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches ey Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 -1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 -2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Proposed Addition and Renovation Report date: 08/20/09 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070042 Faga-East Marion Renov\PERMIT SET\energy2.6ck.rck Page 4 of 4 DSICzN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WiTHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET), WIND SUBJECT TO DAMAGE FROM IJIINTER AIR ICE SHIELD USE/ GROUND SPEED EXPOSURE SEISMIC FROST DESIGN FREEZING UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF SNOW DESIGN LINE LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION MODERATE SLIGHT TO 11 DSS YES FROM I'3W 40 of 20 of PERIMITER EDGE ZONE ■31.2 pef EDGE ZONE - 29.1 pef SFO 31"1 FIRST FLOOR ■ 1210 SQ.FT. TYPE V 45 pef 120 B C SEVERE 36 TO HEAVY MODERATE FIRM MAPS p p INTERIOR ZONE - 29.6 pef INTERIOR ZONE - 24.6 pef SECOND FLOOR ■ 1210 SQ.FT. 200� NEW PORK STATE CODE: ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR MAY VARY DEPENDING ON HiGH WIND CONNECTION These plane have been drawn in accordance with EXISTING GRADE CONDITIONS REQUIREMENTS New York Building State Code, 2001 Edition as — administered by the town of Southold. OPENING PROTECTION 6Y CONT- RIDGE VENT — WOOD STRUCTURAL PANELS PURSUANT t0 1609.1.4, SEE NOTE: EXISTING DWIELING HAS 4 BEDROOMS, PROPOSED FASTENING SCHEDULE ON -- -- — _ _ — DWELLING RENOVATION WITH ADDITION MAINTAINS 4 DETAIL SHEET IN THIS SET BEDROOMS, FIRST FLOOR HAS t0 BE RAISED IN ORDER TO COMPLY WITH NYS RESIDENTIAL CODE REGARDii SG TABLE R301,5 2' OF REQUIRED FREE BOARD ABOVE THE BFE, UNfFORMLY DISTRIBUTED LOADS (PSI) ASPHALT ROOF SHINGLES - CONT. RIDGE VENT - -_ -- - - - - -- - - _ ---- -- -- -- -- _— _— — — — — — _ §RR312 USE LIVE LOAD GUARDS EXTERIOR BALCONIES 60 -- __ -- _- - _- §RR312.1 Guards required.Porches,balconies or raise, floor DECKS 40 surfaces located more than 30 inches(762 mm)above the floor PASSENGER VEHICLE GARAGES 50 -- - - -- - - - - or grade below shall have guards not less than 36 inchs )14 ni ATTICS WITHOUT STORAGE 10 Z -- -- - in heights Open sides of stairs with a total rise of mor.titan ATTICS WiTH STORAGE 20 30 inches(762 ri above the floor or grade below sh l_'have ROOMS OTHER THAN SLEEPING ROOMS 40 -- -- - - -- - guards not less than 34 inches(864 mm)in heightmes=ared -- -- -- -- vertically from the nosing of the treads. SLEEPING ROOMS 30 STAIRS 40 -- - - _- - - -- - §RR312.2 Guard opening limitations.Required guards.). GUARDRAILS AND HANDRAILS -TOP OF PLATE open sides ofstairways,raised floor areas,balconies ara porches shall have intermediate Is or ornamental closures that do not allow passage of asphere 4 inches(102 nmi or s - ':A+1 more in diameter. ET6 - __- EXCEPTION:The triangular openings formed by the riser, n tread and bottom rail of a guard at the open side of a st:L.way are permitted to be of such a size that a sphere 6 inches(152 mm) O cannot pass through. ! C' COMPLY WiTH ;i 1r :)TER ,• ',> ' '�, , FLOOD DAMAG = P ;EVEN ! N 0 12 uw.; SYSTEM CANNOT SOUTHOLD TO JN ,OD . 11 -- - EXCEED 2/10 OF i% LEAD. � - TOP OF SUBFLOOR - (� t -- - GFt CEDAR SHINGLES, TYP TOP OF CEILING EMIT Q- X -- - - TOP OF SUBFLOOR - ; LL LU Q tl -t GRADE .�.>: OL W %D stl '�' PLUMBING t y r ' Ffk OFOSED FROND" ELEVA iON _._ .,. ALL PLUMBING WASTE — t WATER LINES NEED TESTIN EEF(?�E COVERING �Q O - � 03 � w M z CONT. RIDGE VENT CG PLY V,117H NI.9 vCODE6 OF Q ----- - — - _ NEW YORK STt`,*f & TOWN CODES — — — — _ AS REQUiRD AND CONDITIONS OF - -_z — SOUTH0,.DT04�NZDA, 0L, 0L P �I PLA.N B Q A R D Lu ASPHALT ROOF SHINGLES— / Iq.Y•S.DEC ENGINEER.-_-_ r Id CEDAR SHINGLES, TYP V. __t,.cri'•f��r.'1 .t..J n00, — — - lx6 AZEK DATE: 100 — FASCIA, TYP.FEE: �f/ _- �OFEssio"�°� — � '-- BY: TABLE R301,6 TRIM, tYP. _ Ix8 AZEK — NOTIFY BUILDING CPA^TP�ENT AT ,- — JEFFREY T. BUTLER, P.E. MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE 765-1802 8 AP4 TO 4 PM FOR THE PER SQUARE FOOT OF HORIZONTAL PROJECTION = FOLLOWING IPJS�EC"flOi!S: 0 9 � 60 — 1. FO'UNDATION - TNO REU1,)!ir ED •• TRIBUTARY LOADED _ FOR POURED CONORETE O to AREA IN SQUARE FEET - — %'11 ' °n ! FOR ANY STRUCTURAL = 2. ROUGH - FR/� ��tJG � F LU���I. lP�G {— o 3. INSULATIONER Z °� o to 20l TO OVER 4. FINAL - CGi;}T!,UCTiG?� MAST RE CO ROOF SLOPE: 200 600 600 _ _ - a � ?�1PLETE FOR C.O. FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 lb 12 _ _ ALL CONSTRUCTION SI ICO Ni E o 11:3) 5/4"x4" AZEK CORNER BOAF?Tr 5, YP LNTS OF THE CODES OF NEW 11-- BLE FOR ' SS THAN DESIGNYOR ORORECOi10STRUCT OrNSIERRORS. Q IZJU Q z m `" RiSE 4 INCHES PER FOOT (I 3 �o LE 16 14 12 12 INCHES PER FOOT (1:1) I:U A GREATER 5/4"x4" AZEK _ d) a o RISE 12 INCHES PER FOOT l AND 12 12 12 WiNDOW CASING, TYP. — �.7 ;+,�..w °,t c-t.+r, TABLE R301.1 — _ .�.L C,C3�,�I f,. .,I I�_.:. till. V z NOTE: ALLOWABLE DEFLECTION OF c = i�rEE! I!',E FiL(�Ul i" APE :'l''.' THE FIREPLACE STRUCTUAL MEMBERS — r;ash, ,. l.wP . ; i r r. � provide installation manual for ALLOWABLE Q p — � � Contractor to LU o the fireplace on site for, the building inspector. STRUCTUAL MEMBER DEFLECTION f = Q � o RAFTERS HAVING SLOPES GREATER THAN 3/12 ' WOOD STEPS TO _ — _ §RE3803.3 Additional locations. At least one wall switch-controlled WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/I80 GRADE PER CODE WOOD STEPS TO n a installed in least stairways, _ _ �.; GRADE PER CODE O lighting outlet shall b hallways, 4 v Ys INTERIOR WALLS AND PARTICIANS H/180 garages, and detached garages with electric power. At least one wall— switch—controlled lighting outlet shall be installed to provide FLOORS AND PLASTERED CEILINGS L/360 (� illumination on the exterior side of each outdoor egress door having grade '*— A vehicle door in a garage shall not be considered as an ALL OTHER STRUCTURAL MEMBERS V240 GRADE a level access. 9 9 outdoor egress door. Where lighting outlets are installed in interior a stairways, there shall be a wall switch at each floor level to control the EXTERIOR WALLS WITH PLASTER OR STUCCO H,�o RETAIN STORM WATER RUN FF lighting outlet where the stairway has 6 or more risers. FINISH PROPOSED RiGHT SiDE ELEVATiON PURSUANTTOCHAPTER23 EXTERIOR WALLS-WIND LOADS''WItH BRITTLE OF THE TOWN CODE. EXCEPTION: In hallways, stairways, and at outdoor egress doors, remote, FINISHES L/240 central, or automatic control of lighting shall be permitted. EXTERIOR WALLS-WIND LOADeWITN "" UNDERWRITERS CERTIFICATE FLEXIBLE FINISHES u12o REQUIRED PAGE §RE3801"7 Outdoor outlets. At least one receptacle outlet accessible at NOTE: L- SPAN LENGTH, H= SPAN HEIGHT CERTIFICATION OF NAILING & CONNECTIONS grade level and not more than 6 feet, 6 inches (1981 mm) above grade, A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES shall be installed outdoors at the front and back of each dwelling unit e, FOR THE PURP08E OF THE RF:(�iJlRED. having direct access to grade. THE COMPONENT AND CLADDING LOAD R F DETERMINING DEFLECTION LIMITS HEREIN. SEE DETAIL SHEET FOR NIGH WIND CONNECTION REQUIREMENTS ACTUAL FINISWED GRADE CONT. RIDGE VENT MAY VARY DEPENDING O _ - — - — -- EXISTING GRADE CONDITIONS OPENING PROTECTION BY WOOD STRUCTURAL PANELS 12 12 PERSUANT TO 1609.1.4, SEE II 11 — ; ASPHALT ROOF SHINGLES CONt. RIDGE VENT FASTENING SCHEDULE ON — DETAIL SWEET IN THIS $ET -- ----------- p — _ CEDARI G S TYP, TOP OF PLATE w z � o N O TOP OF SUBFLOOR —- --- N TOP OF CEILING —- 7_— Q �1 to m O o b� 1 TOP OF SUBFLOOR_- GRADP -— � • U • ,less. REAR ELEVATION tu cq ter. -- — — -- — — -- 1� o JU -- -- -- -- BY O -- — -- — 12 SEF C N 10_. ON G NEER: - — - — TOP OF PLATE VINYL RAIL ��ti�C , Qj3r; �;. PER GODS, ° °0y, All Li — JEF�RE1' T. SUTLER, P.E. _--- APRON FLASH � m - —- - —- _ — - — - —TOP OF $UBFLOOR cla - — - — TOP OF CEILING p 0 tt � � O Igo O � r z Z Ll tYz � IL JU cA o — - —TOP OF ZUB � u�,FLOOR O p GRADE � O y O d) Q LEFT SIDE ELEVATION CL z � a PAGE * 2 of I 4" VTR I ^11I 211 i ^II 211 i 31 L ' LAV ' L I LAY TUB// W:G. SHOWER TUB SHOWER U U U SECOND FLOOR 211 311 211 211 All 311 211 L 311 L ` 3II 311 -- --- 311 j --------- 711 'n11 1 .111 2111 111 ' , I T1a1Y Uk3/ L W:C. I � I INK SHOWER .W. W I MAIN FLOOR 211 ^ll �11 211 �ll 311 L 3 1B 411 ;--- FAI G.O, a G.O,G.O. I 411 1 TO AN APPROVED SANITARY SEPTIC SYSTEM CAST IRON HOUSE TRAP A FLUM51NG RISER DIAGRAM (NTS) I W I a I } 441810 ' 1 1 1 I 151411 6'4" 23'0" ' I I I 81 311 L VI 611 81311 I t 12"DIA,x36" DEEP P,C. PIER 1u/ (oox6 ACQ POST, L.O. DECK ABOVE PROVIDE ANCHOR BOLTS At EACH CORNER ►----------------�" NCHOR PER DETAIL SHEET '/9, SIMP80N PHDS (TYPICAL) - BEE DETAIL SHEETS PROVIDE 5/8 ANCHOR BOLTS 32 O.C. MAX, I 04 I i WITHIN 1' OP EACH SPLICE IN SILL PLATE o i 1 SEE DETAIL SHEET FOR INSTALLATION I I I in i • 1 ' U 1 � 1 - — 4 v a (L 3:� m m I I I 1 I p IL [I Lf11 , 06 P a> ; N .7 �1 i I p I • I I'' I 1 1 '"" \/ op -------- B Pl C> I X 1 91) p � � t m 18"DIA.x36" DEEP P.C. PIER i` 12"DIA.x36" DEEP P.C. PIER 11J Z 1 1 71211 71411 1 71 211 1 �, 1 w/ fox& ACQ POST, , w/ bxb ACQ POST, � I I 1 I ANCHOR PER DETAIL SHEET O ANCHOR PER DETAIL SHEET I I I I I • ---------------- 1 1 ' ' 1 I ' ' 1� 11 1 3-1 3/4 Al_1/8 I I 3-1 3/4 x11 1/8 I 1 1 3-1 3/4 Al 1/8 I r— - — - — 1 ___--, LVL GIRDER 1 1 LVL GIRDER 1 1 t LVL GIRDER 1 1 LL 1 I •-------- ------ I I I , I , , �-F- ' LU 12"DIA.x36" DEEP P.G. PIER ' ' BEAM POCKET i BEAM POCKET _� 1 I I 1 . I w/ 6x6 ACQ POST, ' GROUT SOLID i GROUT SOLID i ANCHOR PER DETAIL SHEET i i i 1 1 acQ D `'4 } 141611 1 1 ' .IZ'� 6 20, I a ENGINEER 61611 A1211 Utu ~ , 1 L.O. DECK ABOVE , �+' , I u: I ' Q, I a N �w ---------------�� I OPENING PROTECTION BY t p _` -L. PROPOSED o ; - "� ~ 3-2xB AGQ GIRDER i i .9 U t z 1 s �` , ,6 M " e CC WOOD STRUCTURAL PANELS r- ' o ' '� I PERBUANt TO 1609.1.4, SEE M ' ' ' ' ' CRAWL SPACE `" 'c Y��� I i i '` Chi' FASTENING SCHEDULE ON 1 O1 1 1 1 (EXISTING CELLAR) • , M I 1 1 1 2 P.G. SLAB ' ' ' �FCj 0734`eb DETAIL SHEET IN THIS SET i I • r I 1 1 I i i i m ELEVATION 8.0' 1 I I fj ------a--- --'j---- - ----�----------' I FESS\4N SEE DETAIL SHEET FOR '�' a odr, — , ----------------------------- HIGH WIND CONNECTION I t JEFFREY T. BUTLER, P,E, REQUIREMENTS z i i i i i 7'011 71 O" 7'011 i 71 011 1 1 41411 1 Ili I 1 i i i 44 I I PROPOSED g-1.�v4"X-l 2c T ' _21,-L 3/4"xl L U" CRAWL SPACE ' LVL GIRCER 1 1 LVL GIRDER 1 1 LVL GIRDER 1 1 1 LVL GIRDER ' i - O N 2 P.C. BLAB ------- ------- z Z d O • ELEVATION 8,0' 1 BEAM POCKET i BEAM POCKET i i N O 0 O i v i i i I i i GROUT SOLIr) 1 GROUT SOLID 1 O N 00 I I I 1 U. I 1 I , , I t .--� 0 Q Z Z z m z PROPOSED 16"x8" Q Vp a 1 I I IA I 1 `Q O1 I I d ' � , ' � I I - FND. VENT, TYP. N a/ Q `-----, I I t' I I • , 1 1 ' lu (y- Z <�l J-1-�'t' I I i ' I LL Lu --------------------------------------- '----------- ------------------------------------- ------ , v -o------------------------- --------------------_ --------;-------------------- ' _-_---1---- n— - c� WALL LEGEND 1 , I NOTE. REMOVE EXISTING 4 I ANCHOR AND BOND NEW P.C. WALL 1 • FLOOR SYSTEM AND RAISE TO EXISTING WITH 04 BARS 12" O.G. 3-4xB ACQ GIRD + EXISTING FOUNDATION 1 COURSE (� ---------------- OF GMU (MIN.) FOI4 FEMA COMPLIANCE �1 1 .________ . I - o t PROPOSED e THICK P.C, WALL WITH O Q ' L.O, DECK ABOVE" INSTALL 2-2x6 AC(q SILL, i v�' a � i lro"X8" P.C. FOOTING MIN 36"DEEP U PENT CALCULATION: S/8" ANCHOR BOUTS 36" O.C. ' S12" SILL SEAL COPPr--* TERMITE SHIELD `----------------' t I SQ.FT, VENT PER 150 SQ,Ft. CRAWL SPACE ;_-_____- B DAMPROOF 5EL4 GRADE ---------------- EXISTING GMU WALL CRAWL SPACE ■ 1163 SQ,FT, I 16"x8° VENT ■ ,89 SQ,FT, OF VENT ' i i TO BE RAISED 1 BLOCK , 116 .FT 44'8" 3 SQ,FT./150 8Q . ■ 1.9 SQ.FT. OF VENT NEEDED i `----------------• • I 9 YENtB x,89 SQ.FT. OF PENT • 8,01 SQ,Ft. OF VENT PROVIDED PAGE , I 1 t 3 of �1 I FOUNDATION PLAN A ------- 15'4" 61411 23'Off 710" 71 6r' 31011 31411 111611 111611 O„ Q„ TW3052 f'�'I DIIP5652 UM TW3052 2-1 3/4"Al 1 " LVL HDR 2x8 C.J. p l 16" O.C. Q cn 00 3 4 Ey ' i Q e� 2x10 R.R�® fro"" O.C. , /2x10 �.R. � 16" O.C. � N 221411 2 4" (t N 00 ' en VINYL RAILING PER CODE MASTER , BEDROOM a CATH. CLG. a ' , } i , J , SLO E UP i 1`? FLAT CLG. SLOPE UP d c BALCONY * n'O" A.F.F. 5/4"xb" DECKING 3-2x4 i 00 r, TW3046 FRAME WA L TO R.R. i POSt a ---2-2x 10 2'6'r 2-2xl0 HDR N 15'4" 61411 231011 o a BEDROOM 02 \• NON M �0 WO" CLG. HGT. \�' C ' quB M ` 711011 71611 2'6" 3' 10" 111611 111611 121611 �� 41011 41811 c 6' „ NYL PIER CODE RAILING GLO. -MA PIER BATH Z O 2'6' ' - I O" CLG. HGT. _ `6600 v p 1 N M STEPS AND RAIL r'� f� BAL ONY �, PER CODE ^i 5/4"xro" ECKING 2,On 10r 2" �j \ CUSTOM p, (SHOWER-a JIM O 8" 8" = - `o T TW3052 � 60611 � TW3052 N cn \` I ' / - .(�� `' TW3052-2 FW 60611 TW3052-2Fwd pl 2-2x HD 2-2xIC# HDR 2xIq DR a \ n /� `-°� c 2-2x10 HDR g„ 2-2x10 HDR g„ 2-2x1O HDR lU \ 2r 6n ` �C i Q 2x6 R.R. tp 2x6 R.R. N ' ' c (LAYOVER) p (LAYOVER) �� - - - — - 2x12 RIDGE - - - - - 0 - - - - c Q a c kA o 2 - O U p U _ - 1X1Q_1dP_BELfe•� _ N p ~ \ I j o BEARING WALL 2' 1'6" _ 10" DIA. HBKs p _ y 2-1 3/4" 14" LVL RIDGL'l/ - 4 LNG ` 2it, - 20 FIBERGLASS - 3-2x4 T_- — - —� - - --.o BEDROOM *3 `'' - - ----- ----- _ POST ' ' U O U 8'O" CLG. HGT. d ! o } - - COLUMN (1 OF 2) ---` iv LIVINGS ROOM V cV v O U o a ,4-2x8 CQ CsIRU �" ® - n O ,� 9'O" GLG. HGT. r QL �� c .7 0 SEOROOM - BATH - Q O t-+ r *4 p 1 tu a ;�. I Q A 111211 111211 STEPS AND RAIL 0) " a N ,a_ U �w , \ - _ _' v PER CODE CATH. CLG. a Oda i 12'8" I 2 0 al 13 4 2 0 6 0 2x8 Ac LEDGER " ' n 106 x70 T.O. TW3032 �Q }- X p u1 Et iv 2x6 R.R. ` I 2x6 .R. STAIR I 2 10 HDR ---- ------- ' - 2-I 3/4"xll 1/8"" LYL HDR - - - SEAT Q z LL I I (LAYOVER) (LAYO ER) If L-------- (V N 0 ET6 ABOVE 2-2x10 HDR 2-2x10 H W.C. PER C DE -71 c c F-p_w,-i 1-0 LOW PLATE (5'0" A.F.F.) 3046 TW3046 TW2042 I sERGLASS �I o (v co COLUMN (I OF 2) N KITCHEN o Co c (L O -- 9'O" CLG. HGT. 231 4„ o N $'Or, 0 L.O. BALCONY BOVE - - �' N N N I If N o 4-2x10 A HEADER i OVEN'( O OUTDOOR Nlu M [- �OO�CT� _ .4 U 4'0" SHOWER M v p v M ENT P _ l ~ g'gn 9' 6n $'6rr 2x8 ACQ LEDGER ' r CODE 181011 TW3052 FW 0611 TW3052 �" Sol- 2-2XIO HDR 2-2xIO HDR 2-2x H (T�CrtINEER� _ 3-2x4 to 2-1 3/4"x11 1/e" , n r n POST 26" _ N FAMILY ROOM BEARING WALL 106 x70 T.O. 3-2xd �, r-- �1' .1i�i LvL FLUSH - - - - - - - - - - - - - - _2L4.2�11 'i/e 1-Xl_ F 11LQ 9'O" CLG. HGT. TEco FLus+�coNN - - - - - - - - - - - - POST :� �t,W ::,r -I 314"x11 l/8"" LVL DR TEGO FLUSH CONN N �I 118 �o, STAIRS �Cr� 4734�33 SECOND FLOOR FLAN�l OPENING PROTECTION BY - - - DINING ARE ,/ WOOD STRUCTURAL PANELS � DIRECT VENT GAS FIREPLACE � � c 9'O" CLG. HGT ,,-^•g► PER CPDE PERSUANT TO 1609.1.4, SEE PROVIDE GLASS pOORS AND I I �. .__. LIVINGS AREA - 12-10 60, FT, FASTENING SCHEDULE ON � HEARTH PER CODE � U o I I� FOYER � � VERIFY SIZE. PROVIDE FAI. ' ° � I I n 9r0" � - � V ° JEF�REl' T. �3UT1,_ER, P. • DETAIL SHEET IN THIS SET � I I CLG. HGT. C> ° BATH w p SMOKE DETECTOR Nov INTERCONNECT PER CODE - - '- O m CARBON MONOXIDE DETECTOR Q ' " cn „ ' " r e ONE PER FLOOR SEE DETAIL SHEET FOR 1$ O 41 O 2 O 101011 - N N HIGH WIND CONNECTION c, N O - } REQUIREMENTS a i PROVIDE ACCESS €i 14 N `---j � TO CRAWL SPACE' TUB/SHOWERo � z - c-n 2-2xIO HDR CLO. 2-2 O HDR 2-2x10 HDR 2-2x1 HDR O 3, ' TW3052-2 TW3046 TW3046 TW3046 Z z i Q m STEPS AND RAIL 2x6 R.R. ( 2x6 R.R. I AT 6'8'O PLATFORM (� q z PER CODE I m 16 O. . ' • 16 O.C. ' Q 0 0 a i C•�• I 10" IA. H54G a • I6, O.C. FIB GLASS (K Z Q COL MN (1 OF 2) a 7' 10" 9' 10" 61811 6'0" 411011 6'0" 31611 0 0 Dim N n 44'8" " ¢ o z ' FROG 06ED FIRS' FLOOR OPENING PROTECTION BY WOOD STRUCTURAL PANELS LIVING AREA . 12�10 $0, FT, PERSUANT TO 1ro09.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SMOKE DETECTOR INTERCONNECT PER CODE CARBON MONOXIDE DETECTOR ® ONE PER FLOOR SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS �" 2X12 RIDGE OPENING PROTECTION BY 2XI2 RAFTERS WOOD STRUCTURAL PANELS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1/2" CDX SHEATHING SEE DETAIL SHEET FOR PERSUANT TO 160Z.1,4, SEE 150 FELT HIGH WIND CONNECTION FASTENING SCHEDULE ON FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ASPHALT ROOF SHINGLES REQUIREMENTS, TYP. ; CONT. RiDGE VENT DETAIL SHEET IN THIS SET ( MAXIMUM MEAN ROOF HEIGHT: 35') CONT RIDGE VENT ROOF VENTILATION 4300 OF THE INSULATED t SEE DETAIL SHEET FOR HIGH WIND CONNECTION CEILING AREA UNIFORMLY DISTRIBUTED --' REQUIREMENTS S IIH U TT E R AS S E MI B LY THE ROOF EAVE PROTECTION TO EXTEND FROM THE EDGE OF r , 36" UP THE SLOPE BUT NOT LESS THAN 12" BEYOND 12 N.T.S. I THE INTERIOR FACE OF THE EXTERIOR WALL FOR PANEL SPANS: I BAFFLE AS REQUIRED FOR ROOF VENTILATION 10 2x4 G,T. 16" O.C, 10 0<410 WIDE SPAN •J'" • 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") i • " ATTIC ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ • I I #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL I I 2-2X6 STRONGBAGK, TYP I I . WOOD SCREW @ 16 `�O.C. I 1 ,� � � R-30 INSULATION ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: '� I t t/2" GwB #10 TEE NUTS ATTACHED TO BLDG.w/#10xl-1/2 (W/WASHERS I MACHINE E30LT @ 12"O.C. l _ 1/2 GWB ON " ' 1 ` 1X6 AZEK FASl4 WALLS AND GEEING I/2 GWB 1X10 AZEK RAKE AND FRIEZE BriS 2x4 STUDS SPACKLE AND FAINT GONT VENTED VINYL BEADED SOFFIT R-15 INSULATION 1/2" CDX SHEATHING = TYVEK SHEATHING di 00 13AT+-I CEO, MASTER CEDAR SIDING o t1 I I BEDROOM 11 I Imo,, Iq' Irl ULTIPLE SECTION ASSEMBLY: I I1 I/4" THICK BOLTS® 2' OG 3/4" T4G ADVANTEC SUBFLOOR II II I I/2" GWB ON NOTE: INSTALL FLOOR JOISTS PER MFG. PRODUCT GUIDE WALLS AND CELING 19 rl I I I SPACKLE AND PANT II ll I I II Q SHUTTER ASSEMBLY I I I I I I I I FOR PANEL SPANS: I I I I I I I I � $ATH DINING AREA LIVING ROOM � 4' OR WIDER SPAN 1 1 I I I I I II 23/32" APA SIDAN-RATED 48/24 SHEATHING GRADE PLYWOOD i .1' 1�' IrI' II (OVERLAP AROUND OPENINGS 4") I I I 11 ; WOOD $ TO Ul I I I I `` PROPOSED ELEVATION = I1,TI' GRADE PER CODE 2x4 STRONG-13ACKS • 24" OC 14 IJ" `� 3/4" T4G ADVANTEC SUBFLOORIi ASSEMBLY: (I I I 1). PREASSEMBLE PLYWOOD TO 2x4'S: M 1ox3" (w/ WASHERS) GALVINIZED OR I I PROPOSD STAINLESS STEEL WOOD SCREW c 12" O.C. I I GR,4DE ��9,81 �� PROPOSED 3-1 3/4"x11 -I/B" LVL GIRDER R-3 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ Ih' -BASE FLOOQVATION•9.0' - viox3" (w/ WASHERS) GALVINIZED OR BTAINLE55 STEEL - CRAJL SPACE PITCH GRADE AWAY FROM WOOD SCREW o 16" O.G. PROPOSED 2" SLAB a ELEVATION NOTE: REMOVE EXISTING y ON 8.0 FO UNDATION ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: FLOOR SYSTEM AND RAISE EXISTING FOUNDATION I COURSE EXISTING CELLAR , 010 TEE NUTS, ATTACHED TO BLDG. w/ •lOx1-1/2 ( W/ WASHERS) OF CMU (MIN,) FOR FEMA COMPLIANCE COMPACTED FILL TO BE FILLED IN TO ELEVATION 8.0' _ • MACHINE BOLT 12" O.C. NOTE: PROVIDE SiMPSON LSSU28 INSTALL 2-2x6 ACQ SILL, +n+- JOIST HANGERS AT EACH RAFTER/ we" ANCHOR BOLTS 36" D.C, s CEILING JOIST CONNECTION. SILL SEAL COPPER TERMITE SHIELD EXISTING 2 SLAB DAMPROOF BELOW GRADE °o• d ` ° d CONTRACTOR TO VERIFY ` 1.1 §RR406 EXISTING CMU WALL PROPOSED CMU PIER ° EXISTING FOOTINGS, � §RR301.2.2.4 Weights of materials. Average dead loads shall not FOUNDATION WATERPROOFING ANDDAMPPROOFING 30 x30 x12 P.C. FOOLING, TYP. CONSULT ENGINEER IF ((11� exceed 15 psf s of kN/m2) for roofs/ceiling assemblies or 10 psf to UNDISTURBED SOIL UNDERPINNING iS REQUIRED 1J-- W %Q (1 0.48 kN/m2) for floor assemblies, except as further limited by §required obew waterpete roofed fed by foundatioo foundation that rExcepetain where RR301.2.2. Deals loads for walls above rode shall not exceed: requ;redtobewaterproofedby§RR4o6.2,foundationwallsthatretain N� � � � 9 earth and enclose habitable or usable spaces located below grade shall beSECTION A�A +f- O N dampproofed from the top of the footing to the finished grade. Masonry LU N 1 1. Fifteen psf (0.72 kN/m2) for exterior light-frame wood walls. walls shall have not less than 3/fl inch(9.5 mm)portland cement parging applied to the exterior of the wall. The parging shall be dampproofed with 2. Fourteen psf (0.67 kN/m2) for exterior light-frame cold-formed a bituminous coating,3 pounds per square yard(1.63kg/m2)ofacrylic ~ Q steel walls. modified cement,1/8-inch(3.2 mm)coat of surface-bonding mortar complying S with ASTM C 887 or any material permitted for waterproofing in§RR406.2. CD Concrete walls shall be dam t pproofedbyapplyinganyoneoftheabovelisted X dampproofmg materials or any one of the waterproofing materials listed in 3. Ten psf (0.4$ kN/m2) for interior Ilght-frame wood walls. 4. Five psf (0.24 kN/m2) for interior light-frame cold-formed §RR406.2 to the exterior of the wall. M z steel walls. §RR406.2 Concrete and masonry foundation waterproofing.In areas where a high water table or other severe soil-water conditions are known to exist, O N 5. Eighty psf (3.83 kN/m2) for 8-inch-thick (203 mm) masonry exterior foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be waterproofed with a membrane extending � Q-. walls. from the top of the footing to the finished grade. The membrane shall consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roofing,6-mil 6. Eighty-five psf (4.07 kN/m2) for 6-inch-thick (152 mm) concrete (0.15 mm)polyvinyl chloride,6-mil(0.15 min)polyethylene or40-mil(Imin) u- walls. polymer-modified asphalt. The joints in the membrane shall be lapped and 12 12 LL sealed with an adhesive compatible with the waterproofing membrane. LU EXCEPTION: Roof/ceiling dead loads not exceeding 25 psf (1.19 10 10 kN/m2) shall be permitted in Seismic Design Category D2 provided EXCEPTION:Organic solvent based products such ashydrocarbons, the wall bracing amounts in Chapter R6 are increased in chlorinated hydrocarbons,ketons and esters shall not be used for ICF accordance with Table RR301.2.2.4. All non-engineered lumber to be walla with expanded polystyrene form material. Plastic roofing cements, ___, F-INGINEER: acrylic coatings,latex coatings,mortars and pargings are permitted to --- - ... Douglas Fir #2 or better be used to seal ICF walls. Cold setting asphalt or hot asphalt shall •-- { conform to type C of ASTM D 449. Hot asphalt shall be applied at a CABLE R402,2 temperature of less than 200 degrees. §RR406.3 Dampproofmg for wood foundations.Wood foundations enclosing ' I MINIMUM SPECIFIED COMPRESSIVE habitable or usable spaces located below grade shall be dampproofed in �� T OF CONCRETE accordance with IRR406.3.1 through§RR406.3.4. ���' STRENGTH R-30c §RR406.3.1 Panel joint sealed Plywood panel joints in the foundation - - W- walls shall be sealed full length with a caulkutg compound capable of r , INSULATION 1 1 ^' COMPRES I V E STRENGTH (F'C) producing a moisture-proof seal under the conditions of temperature and - - LOP OF PLATE MINIMUM SPECIFIED moisture content at which it will be applied and used. t , `. -' 1/2" GWB ON WALLS ``,Sfi 07CA;�': - <<; WEATHERINNG POTENTIAL §RR406.3.2 Below grade moisture barrier.A 6-mil-thick(0.15 mm) - AND C �'` zr"QI polyethylene film shall be applied over the below-grade portion of PER COOILDEE ,e TY OR LOCATIONS OF exterior foundation walls prior to J b CONCRETE STRUCTURES NECsLiC�IBLI= MODERAtE SEVEREpolyethylene film shall be lapped 6 inches(152 mm)and sealed with VINYL RAIL - DER t'`�UT�-�R' PE P E' adhesive. The top edge of the polyethylene film shall be bonded to the PER CODE, * p BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,500` sheathing to form a seal. Film areas at grade level shall be protected TYP• BEDROOM 5 from mechanical damage and exposure by a pressure preservatively treated EXPOSED TO THE WEATHER lumber or plywood strip attached to the wall several inches above finish O } grade level and extending approximately 9 inches(229 mm)below grade. BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT LJ 2,500 2,500 2,500° The joint between the strip and the wall shall be caulked full length - GARAGE FLOOR SLABS prior to fastening the strip to the wall. Other coverings appropriate to IL GARAGEWALLS AND the architectural treatment may also be used. The polyethylene film `".�3/4" T4G ADVANTEC SUBFLOOR Z (3 v BASEMENT WALLS, FOUNDATION WALLS, 2,r�.O0 3,000- 3,00 / shall extend down to the bottom of the wood footing plate but shall not - � Q 0 OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER / / / overlap or extend into the gravel or crushed stone footing. 11 1/8" Til 36D � 16" O.G, ?OP OF SUBFLDOR O 0 O PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE ,• §RR406.3.3 Porous fill.The space between the excavation and the - - TOP DF CEILING �--. V Q WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000c", '500 '/ foundation wall shall be bnckfrlled with the same material used for ,- footings,up to a height of 1 foot(305 mm)above the footing for well- FOR SI: 1 POUND PER SQUARE INCH ■ 6.8S5 KPA. drained sites,or one-half the total backfrll height for poorly drained Z o � z A. AT 28 PSi. sites. The porous fill shall be covered with strips of 30-pound(13.6 B, SEE TABLE R301,2(I) FOR WEATHERING POTENTIAL, kg)asphalt paper or 6-mil(0.15 mm)polyethylene to permit water seepage TECO Q C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING while avoiding infiltration of fine soils. ® CON14 DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D, n D. CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) §RRfilled 4 with theBackfi a The remainder s the excavated area shall be FAMILY ROOM - Z SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT, excavateo with the same type of soil as was removed during the excavation, C E. SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT, UJ to 11 RIDGE VENT VJ LU O SHINGLE RIDGE CAP-� §RR312 PROPOSED EL. ■ 11.T1' O V O GUARDS ANCHOR POST PER DETAIL 3/4" 74G ADVANTEC SUBFLOOR � §RR312.1 Guards required.Porches,balconies or raised floor surfaces NO located more than 30 inches(762 min)above the floor or grade below shall `` - EXHAUST AIR U. have guards not less than 36 inches(914 nun)in height. Open sides of -TOP OF SUBFLDOR O } SHINGLES-\ stairs with a total rise of more than 30 inches(762 mm)above the floor or PROPOSED � U. 6`r 43 I GRADE ■ 9.81 \ ROOF SHEATHING (TYP.) below shall have not less than 34 inches 864 min) . � 4 i a g� g� ( R-301NSULATION FELT PAP1�2 in heightmeasured vertically from the nosing of the treads. ` _ i, ' Z w __BASE FLOOD ELEVATION■9.0'_ §RR312.2 Guard opening limitations.Required guards on open I 1 1 I U Q sides ofstairways,raised floor areas,balconies and porches shall have ' ' ' ' 1 1 I I v 2" P.C. $LAp g ELEVATION 0,0' v• intermediate rails or ornamental closures that do not allow _ 18" DIA.x36" DEEP- •a RAFTER passage of asphere 4 inches(102 mm)or more in diameter, P.C. FOOTING ___ ____ COMPACTED FILL ° 2-2x6 ACQ SILL EXCEPTION:The triangular openings formed by the riser,tread • • "p ,D 5/8" ANCHOR BOLTS rs 36" O,G. and bottom rail of a guard at the open side of it stairway are permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass p p SILL SEAL through. COPPER TERMITE E SHIELD ; SECTION 5_5 8" FOUNDDATION Baekflll shall not be placed against the 8 x16lro" C GONG, FtG. PAGE RIDGE BEAM wall until the well has 6ufffclent strength DAMPROOF BELOW GRADE O and has been anchored to the floor above, RIDGE VENT DETAIL or has been sufflcfenUg braced to prevent damage by the backffll (Section R404.1.1) ■Id® FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.G. TRUSS OR CEILING JOIST 2-10d NAILS GABLE END TRUSS I 1 LL Lu It 3 H V II I I t 10-Sd ==3 NAILS H/3 BUT NEED NOT H EXCEED 40 FT. MAX. 5d COOLER NAILS AT 1011 D.C. 2"x4" BLOCK NAILED TO EACH BRACE wIT44 4-10d NAILS H/2 BUT NEED NOT EXCEED 15 FT. MAX. GYPSUM BOARD \/\/7\/ 5d COOLER NAILS AT "(" O.G. 20 GAUGE STRAP z 0 10-8d NAILS FOUNDATION CLEARANCE FROM SLOPES FIGURE R403,1, I�1 ENDWALL STUDS ENOwaLL�.� Jo187 GA5LE ENDWALL BRACING (WFCM FIGURE 3.6a) A A A BLocKIN BLOCKIN o EXTERIOR OR BEARING WALL SECTION A-A m TOP PLATES FLOOR 5RAC INCH AT END 5AYS STUD I / NOTCH GREATER THAN (WFC:M FIGURE 3,rob) 50% OF THE PLATE WIDtI-I BORN HOLE MAX- 16d NAIL At 24" O.G. GYPSUM BOARD DIAMETER 6056 16 GAGE (0.054") AND 1.5" WIDE U OF STUD DEPTH METAL TIE ACROSS AND TO EACH NOTCHSIDE OF THE WITH 8-16d 5/8" MIN. to EDGE- NAILS EACH SIDE ` X LL 5/8 MIN. t0 EDGE WOOD STRUCTURAL PANEL , 2 �� INSTALLED IN ACCORDANCE O 8d NAIL AT 6 O.G. WITH NAILING SCHEDULE NOTCH MUST NOT EXCEED TOP PLATES 8d NAIL AT 4" O.G. (ALL PANEL EDGES) (TABLE 3.1, WGFM HIGH WIND EDITION) 40% OF STUD DEPTI-'I � Sd NAIL At 12" O.C. ON ALL � � � FRAMING MEMBERS NOT AT - Ix m PIPE PANEL EDGES O op 12" MAX. � (a) OUTSIDE CORNER DETAIL X BORED HOLES SHALL NOT—/ � BE LOCATED IN THE SAME --NAILS BASED ON cA z ` � SHEAR WALL REQUIREMENTS CROSS SECTION OF GUT OR �}- ACCOMMODATE NOTCH IN STUD T01= 1�L T 1=R M INCH I O >,4CCOMMOD T1= R I�'INCH 8d NAIL AT 6" O.G. GYPSUM BOARD 0 lzl (ALL PANEL EDGES) 111 Q- NO CEILING NOTCHING: AND 5ORED HOLE LIMITATIONS DIAPHRAGM CENTER T BLOCKING u.. REQUIRED ON SHEATHING JOINT �I J� WALLS FOR INTERIOR IVON��r�'it�IN� Wt-1tLLs 15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL � ON GABLE FACE AND ON WALL BELOW INSTALLED IN ACCORDANCE BASED ON SHEARWALL REQUIREMENTS 16d NAIL At 24" O.G. WITH NAILING SCHEDULE ENGINEER: (WF(::M 1995 s5C HIGH WIND EDITION, 33,b) (TABLE 3.1, WCFM HIGH WIND EDITION) /� I '' I /� /� 8d NAIL AT 6" O.C. ON ALL RAFTERS AND CEILING GA5LE ENDWALL, 5ALLOON FRAMING FRAMING MEMBERS AT PANEL �' `�, �Y T. JOISTS OR APPROVED EDGES AND 12" O.C. ON ALL ROOF TRUSS PREFERRED METHOD FRAMING MEMBERS NOT AT stir PANEL EDGES TOP PLATE SECOND STORY TOP PLATE- (b) INSIDE CORNER DETAIL ti, SEE DRILLING AND NOTCHING PROV ISION•:a ; JOIST IS PERMITTED 70 EXTERIOR CORNER FRAMING BE CUT OR NOTCHED JEFFREI' :`BUTL"ER, P.E. TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SEE DRILLING AND SEE DRILLING AND g In BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS O r WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 m 1/3 SPAN I/3 SPA JOIST ENDS TO BE O i BLOCKED AGAINST WALL WALL O a WALL- STUD ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE O WITH WFCM 3.3.1.3-END P.ESTRAINT O O r- FOR BLOCKING AND 3.3.1.4 BRIDGING I �/ U �' Q p BORED HOLE MAX- TOP PLATE BAND JOIST AND BRIDGING tug /\ d DIAMETER 409- OR BLOCKING SEE WFCM SECTION 3.3 I n Z Q z z OF STUD DEPTH 1--1 BEARING R PPLE 13�UP8 --STUD t0 RAFTER CONNECTION 2f" CLEARANCE I �� WALL OR FLOOR TO FLOOR CONNECTION sa° cLEaRaNcE 5/8 MIN, TO EDGE- .4 tY HEADER DEPENDING ON CONDITION, SEE IN FRONT OF z Q DETAILS ON SHEET 1 OF 1 THIS SET oPING 5/8" MIN. TO EDGE ^ Q LAP JOIST 3 IN. MIN. HEADER t0 STUDS LAVATORIES q BOTTOM PLATE WATER 6WOWER � N NOTCH MUST NOT EXCEED BAND JOIST CLOSET LL JU m 2590 OF STUD DEPTH OR BLOCKING U,/ 1�.lLL LENGTH OR BIDET NOTCHES SHALL NGT BE JOIST i HEADER STUDS WALL STUDS 15" WALL 15,1 WALL O o SILL PLATE OF STUD LENGTH LOCATED IN MIDDLE ONE-tNfRD04 O O NOTE: u�. CRAWL SPACE . UPLIFT CONNECTION IS REQUIRED O O 3 IF HOLE IS BETWEEN 40`Yo AND 60�o R BASEMENT SUBFLOOR _____________________ BORED HOLES SHALL NOT OF STUD DEPTH, THEN STUD MUST BE FOUNDATION - TZ,T--- T:UPLI�t--- T-- ADDITION t0 CONNECTORS At AT EACH END OF HEADER AND TUB AT BOTTOM OF HEADER STUDS IN (1/ BE LOCATED IN OHS: SAME DOUBLE AND NO MORE THAN TWO ' ',` ' ' ' ' I t i �- i i z SUCCESSIVE STUDS ARE DOUBLED ' ' G NEC ' ' CROSS SECTION OF CUT OR AND SO BORED I t I I p n � WALL STUDS AND AT TOP AND � a RPPUIREP ; ; BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE U NOTCH IN STUD I I ! I I I PLATFORM FRAMING INTERMEDIATE TUD TO PLATE TUB NOTCHING AND 50RED MOLE LIMITATIONS BEARING WALL /FOUNDATION HEADER TO STUDS: USE LSTA IS W/14 10d NAILS PAGE : FOR EXTERIOR WALLS AND 5EARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING stub IN $ LESSPLATE/ THAN(OPENINGS LESS THAN 6 FEET): USE DSP W/8 lOd NAILS IN STUD AND 4 lOd NAILS IN PLATE (OPENINGS GREATER THAN (o FEET): ADD PH05 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET 1 WATER CLOSETS (WFC:M 19915 sI3C HIGH WIND EDITION, 3,3,b) TYPICAL FRAMING AND UPLIFT FIGURE R301,2 CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES (TABLE 3.10 WFCM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS GENERAL NOTES: (110 MPH 3-5ECOND GUST ■ SO MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1,2,1,3ll The design of this structure is based upon the prescriptive approach using the All work shall be performed in accordance with all state, (TABLE 3,1, WFCM HIGH WIND EDITION) Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest 1. STRUCTURAL SHEATHING MAXIMUM NAIL SPACING and Paper Association. (2001) municipal,local zoning and building codes and ordinances SHEATHING LOCATION STUD SPACING Non-structural elements are based upon The New York State Residential Code-2007 Edition having jurisdiction and best standards of construction (SEE NOTE 1) (INCHES, O.C.) OR PANEL SIDING FOR 8d COMMON NAILS o practice. (SEE NOTE 3) (INCHES, o,G,) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. The American Institute of Architects Conditions shall apply All non-engineered lumber to be Douglas Fir#2 or better E 6 9 g to all work performed cn this project. 4 PERIMETER EDGE ZONE 16 ROOF FRAMING Wind Limitations-Section R301.2.1 2.The Contractor shall verify all conditions at the site. Any F 6 ° 4-8d PER RAFTER Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection discrepancies must be brought to the attention of the Engineer TER RAF TO TOP PLATIE (TOE-NAILED) Fastening Schedule For Wood Structural Panels) prior to commencement of construction. The Contractor shall be E 6 4-Sd PER JOIST Dead Load-Section R301.4 responsible for corrections not reported once he has started work INTERIOR ZONE 16 CEILING JOIST TO TOP PLATE (TOE-NAILED) Live Load-Section R301.5 F 12 (SEE NOTE 2) Light and Ventilation-Section R303 except for hidden job conditions. .; CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-16d EACH LAP 3.Contractor shall guarantee to the Owner that all materials and E 4 Minimum Room Areas-Section R304 equipment incorporated in the work will be new,and that all work GABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-I6d EACH LAP Ceiling Height-Section R305 will be of good quality,free from faults and defects for a period F 4 Sanitation-Section R306 of one year from the date of the final Certificate of Occupancy. COLLAR TIE TO RAFTER (FACE-NAILED) 6-8d PER TIE Toilet Bath and Shower Spaces-Section R307 4.The Engineer shall not be responsible for the construction means, E ■ NAIL SPACING AT PANEL EDGES (IN,) .• Glazing-Section R308 methods,techniques,sequences or procedures,or for the safety F ■ NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (iN,) BLOCKING TO RAFTER: (TOE-NAILED) 2-8d EACH END Garages and Carports-Section R309 precautions and programs in connection with the work,and he 2-16d EACH END Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to carry out I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ' o RiM BOARD TO RAFTER (END-NAILED) Exits-Section R311 the work In accordance with the construction documents. The WALL FRAMING o. Stalrways-SSection Engineer shall not be responsible for the acts or omissions by tion R311.5 SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Handrails-Section R311.5.6 the contractor. No changes shall be made in the documents Simpson Strong-Tie TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Guards-Section R312 and/or the building as designed without the expressed written 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o. Smoke Alarms-Section R313 consent of the Engineer. MEMBERS WiTH G30,49. FOR FRAMING MEMBERS WiTH 0,421(Gt0.4% THE NAIL SPACINGS SHALL BE ;o MT530C OR C516 114" TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE Foam Plastic-Section R314 5.The contractor and all subcontractors shall maintain continuous REDUCED TO 6 INCHES O.C. oo COILED STRAP Flame Spread and Smoke-Section R315 Insurance coverage Inrh;;I..g statutory policies(Worker AT EACH ROOF RAFTER STUD TO STUD (FACE-NAILED) 2-16d 24" O,G, Insulation-Section R316 Compensation,etc.)and general liability in an mount not 3. TABULATED fo INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Dwelling Unit Separation-Section R317 less that$5 million and automobile liabilityand damage USE 8-166 NAILS AT HEADER t0 HEADER ('FACE-NAILED) I6d 16" O,G, ALONG EDGES Moisture Vapor Retarders-Section R318 g MEMBERS WITH G30,49. FOR FRAMING MEMBERS WITH 0.42tCs�0.49, THE NAIL SPACINGS SHALL BE coverage not less than$2 million. The Engineer shall be REDUCED TO 4 INCHES O.C. EACH END TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Protection Against Decay-Section R319 a named insured on any and all policies. o Protection Against Termites-Section R320 6. Provide copper termite shields over fibrous 3-16d PER 2x6 STUD Site Address-Section R321 insulation at all perimeter sills. 4. TABULATED 4 INCH O.G. NAiL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS FRAMING -�-• p Accessibility-Section R322 MEMBERS WITH GS0.49. FOR FRAMING MEMBERS WITH 0.42ZGt0.4% THE NAIL SPACINGS SHALL BE STUD I O ROOF RAFTER �u tY 7.All wood in contact with concrete or masonry to be Wolmanized a 4-I6d PER 2x8 STUD Flood Resistant Construction-Section R323 or pressure creosoted, REDUCED TO 3 INCHES O.C. CONNECTION � y�'�I yam' BOTTOM PLATE TO FLOOR JOIST, BANDJOiST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-I6d (SEE NOTE 1,2) PER FOOT Foundations-Chapter 4 8.A single station smoke detector alarm device shall be installed CO I V I�1 CT i O I V In each bedroom,on u' ,00rs and shall be all Interconnected per code. Simpson Strong-Tie FLOOR FRAMING Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds g.All bathrooms without operable windows to be mechanically ventilated CS16 1144"COILED STRAP - per square foot. Contractor to consult Engineer If different soil materials are found upon excavation, as per New York State Code. JOIST TO BILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST or test hole,for alternative footing and foundation wall design. 10.Heating to be desigr:ed to provide 70 degrees F.with outdoor USE , W NAILS AT designed air-temperature of 0 degrees F.and 15 MPH wind. EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-9d EACH END Foundation Notes: 11.All electrical work to be in accordance to the rules and UNDER SILL PLATE 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.Y.B.F.U.and a N.Y.B.F.U.certificate is " BLOCKING TO JOIST (TOE-NAILED) 2-Sd EACH END 8"poured concrete foundation wall,8'0"high,3000#test MIN OVERLAP IS 12 P g to be presented to the Gvner at the completion of the job. ' Minimum depth-Section 403.1.4,48"minimum coverage to top of footing 12. Plumbing Installation to comply with State and Local codes NOTE: BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK 16"x 8"poured concrete wall footings,3000#test 0 STRAPS MAY BE w and the sewage disposal system to meet Health Department standards. m Q 2-1 V4"x 11 7/8"Microlam Girder(or 3'/z"x 11 7/8"Power Beam) 13. Do not scale drawinlis. Use figure dimensions only. • ' • ' PLACED EITHER LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 0 0 UNDER OR OVER e 14.All work to conform to the rules and regulations of the New York 0 0 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd PER JOIST Damp proofing at exterior foundation below grade-Section R406 Energy Conservation Construction Code. All glazed area to be double . ' SHEATHING 6 F ' 30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior doors to have insulated cores. , . 00, BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST Deck and porch footings as noted,3000#test,48 minimum buried depth 15.The Insulation protection as indicated on these plans exceeds 00 Foundation wall to extend a minimum of 8"above finished grade BAND JOIST to SILL OR TOP PLATE (TOE-NAILED) 2-I6d (SEE NOTE i) PER FOOT All footings to be carried down to undisturbed soil the Code's minimum standards. 16.These drawings and�necifications are instruments of service and . ' 0 lu No footing shall be set higher than a 30 degree angle from any other footing shall remain the property of the Engineer whether the project for • ' • ROOF SHEATHING Pour no concrete on frozen ground or In freezing weather which they are made is executed or not. They may not be used 8d SEE TABLE 3.8 THIS SHEET Provide 3%"steel tally columns on any other project except by written authorization of the Engineer. STRUCTURAL PANELS Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has not been retained for site supervision,on-site ' DIAGONAL BOARD SHEATHING by to the floor above,or has been sufficiently braced to prevent damage Inspections and certifications as required or requested by the ..' . ' owner, • � ' by the back-fill(Section R404.1.7) contractor or local building department. • ' . ' ' o I"x6" OR 1"x8° 2-Sd PER SUPPORT , . • , Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUS PATH CONNECTORS , • I"AO" OR WIDER 3-Sd PER SUPPORT Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION 0 ' Af Draftstopping-Section R502.12 USE SIMPSON STRONG-TIE CONNECTORS CEILING SHEATHING Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND 0 , • ' • Ed COOLERS 1, EDGE / loll FIELD INSTALLATION MANUAL FOR HIGH WIND RESISTANT ' '/."or plywood subfloor,fasten per Table 3.1 WFCM CONSTRUCTION CATALOG C-HW02 p , • U m GYPSUM WALLBOARD Floor Construction: 0 Simpson Strong-Tfe � O WALL SHEATHING Floor oists:See Foundation and Floor Plans,spacing as noted ��. 0 0 • ' C516 V/4" COILED STRAP - j P g ANCHOR BOLTS IN FOUNDATION USE: STRUCTURAL PANELS 8d SEE TABLE 3.9 THIS SHEET Fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION 16" O.C. USE 4-ed NAILS cry 2-2x6 AGO sill with copper termite shield and sill seal NOTES FOR SPACING ' t FIREBOARD PANFI S Finish floors per agreement 0 AT EACH STUD ' >- ++ 6d 3" EDGE / 6" FIELD SILL PLATE TO RIM JOIST USE: 00 ,� MIN OVERLAP IS 21" Ill T/16 Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EXTERIOR PERIMETER -t- , 'D 6„ Wall framing and finishing shall be nailed and or screwed in accordance with AND GARAGEJHOUSE COMMON WALL ,� FLOOR I O FLOOR CONNECTIONS � _t � 25/32" ad 3 EDGE / FIELD Table 3.1 WFCM M USE 4 8d NAILS AT EA+�r:END 5d COOLERS 'I" EDGE / loll FIELD 1x6 Pine fascia,wrap X GYPSUM WALLBOARD Overhangs as noted F, �.. 9 GARAGE STUD TO GAS.�.,�E SILL PLATE USE: S I LL PLATE TO RIM O D HARDBOARD Sd SEE TABLE 3.9 THIS SHEET Vinyl vented soffits SSP CONNECTOR AT 16"O.C. X z Aluminum gutters and leaders USE 4 8d NAILS AT EA-':;END RIM JOIST TO STUD CONNECTION ~ PARTICLEBOARD PAi4ELS Sd SEE TABLE 3.9 THIS SHEET Siding:See Elevations Tyvek housewrap RIM JOIST TO STUD CONNECTION USE: �MM 3: Q DIAGONAL BOARD SHEATHING %"OSB sheathing,see fastening schedule,Table 3.1 WFCM MTS 12, 16"O.C. ll-1 t + +� ++ ++ 2-Sd PER SUPPORT ?�6 Studs cLD 16"o.c.with 2x6 shoe and double 2x6 late ' �� P USE 4 8d NAILS AT Ep,GH END Simpson Strong-Tie 1 x6 OR lily / Gypsum wall board Ill 11/4 COILED 1/2 SPACING-� BLOCKING AT � 0- O � " 3-Sd PER SUPPORT 5/8"Type X GWB In garage FLOOR TO FLOOR CONNECTION USE: STRAP WiN MiN 12" ALLOWS O 24 O.C. ALLOWS I x10 OR WIDER %"MR GWB in wet areas " MSTA 36, 16 O.C. HOLDDOWN � N � FLOOR SHEATHING At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLODOWN Note drilling and notching limitations In figure R602.6(1)for bearing walls FOR CANTILEVER CONDITION USE MTS12, 16"O.C. INSTALLATION STRUCTURAL PANELS and figure R602.6(2)for non-bearing walls. USE 4 8d NAILS AT EACH END STUD INSTALLATION SIDEWALL i 7 (y �+ 8d 6" EDGE / 12" FIELD Follow exterior comer framing detail figure R602.10.5 +� m I OR LESS RAFTER TO STUD CONNECTION USE: loci 6" EDGE / 6" FIEELD Roof Assemblies-WFCM Prescriptive Method MTS 12, EACH ROOF RAFTER , ENOWALL O u- GREATER THAN 1 Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 8 16d NAILS AT EACH END UJ j j Undelayment application(Section R905.2.7) HOLDDOWN DIAGONAL BOARD SHEATHING For roof slopes of two(2)units vertical in twelve(12)units horizontal(17-percent slope), RAFTER TO RIDGE TO RAFTER CONNECTION USE: � (PHDS) � o � CORNER STUD o 1"x6" OR I"x8" 2-8d PER SUPPORT up to four(4)units vertical in twelve(12)units horizontal(33-percent slope), underlayment CS20 USE 8-8d NAILS IN EACH END CONNECTED TO shall be two(2)layers applied in the following manner.Apply a 19-inch 483 mm strip of ENGINEER: ( ) Y 9 ( ) P AT EACH ROOF RAFTER o TRANSFER SHEAR o � � �;I?.� Fr, •� �. I"x1o" OR WIDER 3-Sd PER SUPPORT underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold In place. 0 2-16d COMMON Starting at the eave,apply 36-inch-wide(914 mm)sheets of underlayment,overlapping DECK POST TO CONCRETE CONNECTION USE:and fastened sufficiently to hold In place „ O,C, 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALON-CENTERSHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGEsuccessive sheets 19 inches(483 mm), . PBS44A FOR EACH PCST-USE 14-16d NAILS o o HOLDDOWN NAILS AT 10 �� ��`t" TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, For roof slopes of four(4)units vertical in twelve(12)units O ~ (PHD5) `� DECK POST TO GIRDER CONNECTION USE: SHALL BE USED TO MAiNTAfN THE LOAD PATH. ® ® CORNER STUD Ice Protection(Section R 905.2.7.1) PC44 FOR EACH POST Z, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16d NAiL PER FOOT, Undelayment In High wind(Section R 905.2.7.2) -2-16d COMMON o NAILS AT 6" O,C, o CONNECTED TO Flashing(Section R 905.2.8) GIRDER TO DECK JOIST CONNECTION USE: TRANSFER SHEAR Chimneys and Firespaces-Chapter 10 MTS12 @ EACH JOIST (TABLE 3,11 WFCM HIGH WIND EDITION) Energy Efficiency-Chapter 11,see attached report -}- I WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Mechanical-Chapter 12 PORCH POST TO DEC(:USE: FLOOR I O FLOOR CONNECTIONS- ��`�r`3�r General Mechanical Systems-Chapter 13 , � ` 1110 MPH 3-SECOND GUST = 90 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1,2,1,E Y 2-AC4 -USE 14-1Gd NAILS CANTILEVER. � A * I ��Cr Heating and Cooling Equipment-Chapter 14 CA I V T i L EVER. CONDITION STRUCTURAL SHEATHING MAXIMUM NAiL SPACING Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE:2-AC4 JEFFREY T. BUTLER, P.E. SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR ad COMMON NAILS Duct Systems-Chapter 16 USE 14- 16d NAILS (SEE NOTE 1) (INCHES, O.G.) (SEE NOTE 3) (INCHES, O,C.) Combustion Air-Chapter 17 Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: 1 3/4" MINIMUM BP •• O E 6 Plumbing-PartVll 5fmpson Strong-Tie MTS 12 AT EACH ROOF RAFTER EDGE D15TANCE a}..}Of DUJN �CY I S ,••� I 51"t ,'i WALL CORNERS, O O 8 4' EDGE ZONE 16 a HOLD D eR R LL N F 12 (SEE NOTE: 2) H-2.5 CLIPS 6 16 O,C, o E 6 A EACH NAILS AND WINDOW AND DOOR OPENINGS Z � a INTERIOR ZONE 16 AT EACH STUD a O F 12 O 1W O U O E • NAIL SPACING AT PANEL EDGES (IN,) (FLOOR TO FLOOR 4 FLOOR TO V F ■ NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tfe z o U210 2x(o 4++ FOUNDATION;WFCM FIGURE 3.Sa 4 3.8b) (� z z z 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT 13 REQUIREMENTS SHALL 'BE USED. _ AT EACH RAFTER � Simpson Strong-Tte � � 4-10d x 1 1/2" le 4 I AT EACH POST RIDGE TENSION STRAP (_ Z 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G20.49. FOR FRAMING MEMBERS WITH 0,42SGS0.49, THE NAIL SPC AINGS SHALL NOTE: GS20 USE 8-Sd NAILS ATTACH LEDGER TO FRAMING •: iN EACH END AT Q � BE REDUCED TO 6 INCHES O,G. ' �0 •• � MEMBER WITH 2-1/2" X 5" LAG SEE PLAN EACH ROOF RAFTER � LL W S. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED D D ,D n'I BOLTS AT 16" ON CENTER I •, g FOR COMMON NAILS, O 4 ° 4 ° +r a •• a � O d 4 QL O p 4 '4 ;.' '4 '4 Simpson Stronll O p (TABLE 3,215 WFCM HIGH WIND EDITION-2001) " D D D ++D D D D D D - U210 2X6 O d AT EACH CEILING JOIST RAFTER SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS p ° 4 c'r� �° ° 4° °, 4° °, � • ° n � 4-10d x 1 1/2" a TMAXIMUM ANCHOR MAXIMUM ANCHOROTTOM PLAiFE TO FOUNDATION FOUNDATION 4,, FQD BOLT SPACING (IN.) BOLT SPACING (iN,) ° o BOLT CONNECTION RESISTING SUPPORTING „ d (1/2 ANCHOR BOLTS) (5/8++ ANCHOR BOLTS) D D � D D D D D D ° <1 ° I ° p ° Simpson Strong-Tie a a RIDGE BEA JOIST HANGER REQUIRED LATERAL AND SHEAR LOADS 1-3 STORY 30 45 % G, 4 ° D ' AT CATHEDRAL CEILINGS .•� U210 2X6 ° AT EACH DECK/PORCH JOIST 2" MINIMUM '• L55U OR EQUAL D D D D D ,� „ SIDECOVER ':6; WALL TO 4° ° �° ° 4-lOd x 1 1/2 S(m son Strong-Tie RIDGE • FAGE NOTE: MAX 12" F1ROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL 4 Q Simpson Strong-Tte PBS44 TENSiON-STRAP FOUNDATION � 'o o ° D TYPICAL PORCH/DECK SSTB28 WITH BP AT EACH POST FOOTING � O� PORCH COLUMN CONNECTIONS DETAIL CONNECTIONS D LEDGER CONNECTIONS ANCHOR BOLT DETAIL DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET), LU ND SUBJECT TO DAMAGE FROM • WINTER AIR ICE SHIELD USE/ GROUND SEISMIC FROST SNOW SPEED EXPOSURE DESIGN LINE DESIGN qR99TING UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION t, i� MODERATE SLIGHT TO it 599 YES FROM I'BW 40 of 20 of PERIMITER EDGE ZONE ■ 31.2 pef EDGE ZONE ■ 29.) pef SFD 31'-61' FIRST FLOOR ■ 12i0 SQ,FT. TYPE V 45 pef 120 8 C SEVERE 36 TO HEAVY MODERATE FIRM MAPS p p INTERIOR ZONE ■ 29.fo pef INTERIOR ZONE ■ 24.6 per SECOND FLOOR ■ 12.10 SG�.FT. m 200�i NEW PORK STATE CODE: ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR MAY VARY DEPENDING ON HiCxH WIND CONNECTION EXISTING GRADE CONDITIONS REQUIREi'1ENTS These plane have been drawn in accordance with New York Building State Code,2001 Edition as administered by the Town of Southold. OPENING PROTECTION BY WOOD STRUCTURAL PANELS CONT, RIDGE VENT PERSUANT TO 1609.1.4, SEE NOTE: EXISTING DWELING HAS 4 BEDROOMS, PROPOSED FASTENING SCHEDULE ON -- — DWELLING RENOVATION WITH ADDITION MAINTAINS 4 DETAIL SHEET IN THIS SET BEDROOMS. FIRST FLOOR HAS TO BE RAISED IN ORDER TO COMPLY WITH NYS RESIDENTIAL CODE REGARDING 2' OF REQUIRED FREE BOARD ABOVE THE BFE. TABLE R301.5 —_-- — — ® _-- — — — MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) - - - _ -ASPHALT ROOF SHINGLES CONT. RIDGE VENT §RR312 USE LIVE LOAD } GUAxnS EXTERIOR BALCONIES 60 -- — -- -- §RR312.1 Guards required.Porches,baicoi or raised floor DECKS 40 surfaces located more than 30 inches(762 mr±)above the floor PASSENGER VEHICLE GARAGES 50 - - - - - — - - - - - - _ or grade below shall have guards not less than 36 inches(914 mm) ATTICS WITHOUT STORAGE 10 z0 a _- _- — - - -- — in height. Open sides of stairs with a total ris:of more than ATTICS WITI I STORAGE ZO tO O 30 inches(762 mm)above the floor or grade below shall have ROOMS OTHER THAN SLEEPING ROOMS 40 guards not less than 34 inches(W mm)in hughtmeasured vertically from the nosing of the treads. SLEEPING ROOMS 30 STAIRS 40 §RR3122 Guard opening limitations.Required guards on GUARDRAILS AND HANDRAILS 200 - - ' - -TOP OF PLATE open sides ofstairways,raised floor areas,bal.onies and porches shall have intermediate rails or ornamental closures _ that do not allow passage of asphere 4 inches 102 mm)or more in diameter. EXCEPTION:The triangular openings form A by the riser, -ET6 -- -- tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches(152 mm) p cannot pass through. 00 Li TOP OF SUBFLOOR CEDAR SHINGLES, TYP — - - - - TOP OF CEILING 'Y Y U X - - -- TOP OF SUBFLOOR '1; LL . r m GRADE - -- ` W r t . �u — r PROPOSED FRONT ELEVATION N � Ao � R X 3 I tt � 0 z � o - - - - - - - -- -- - — - - - - - - - - - - - - Uu ASPHALT ROOF SHINGLES - - CONT. RIDGE VENT 4 -- ---------- - - — - -_- _- --_ - _-- - — N"C�NEER:iz�J t ,t oo! CEDAR SHINGLES tYP. •rrr --_ 4(JIJ X �C 4 8 TOP OF PLATE -_ -- -- -- r °a LU f - TABLE R301.ta °Qc 7 L 0 JEFFREY T. BUTLER, .E. MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE — PER SQUARE FOOT OF HORIZONTAL PROJECTION r TRIBUTARY LOADED 00 AREA IN SQUARE FEET M O — — 0 d) FOR ANY STRUCTURAL (K — x O MEMBER R 0 0 TO 20170 OVER ROOF SLOPE 200 SOO boo I Nil i, , N FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 Ib Is TOP OF SU15FLOOR —- -— " LU ,~ U r, � Q N O fJ Z Z TOP OF CEILING —- 7'— RISE 4 NCFIES PER FOOT(1,3)TO LESS THAN 0 O Z 12 INCHES PER FOOT(1-1) 16 Iq 12 � 00 RISE 12 W-14M PER FOOT(Id)AND GREATER 12 12 12 TABLE R301- 1 FIREPLACE NOTE: ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS - Q Q I o Contractor to provide installation manual for ALLOWABLE the fireplace on efts for the building inspector. STRUCTUAL MEMi3ER DEFLECTION O J = RAFTERS HAVMG SLOPES GREATER THAN 9/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/ISO 0 §RE3803.3 Additional locations. At least one wall switch-controlled lighting outlet shall be installed in hallways, stairways, attached INTERIOR WALLS AND PARTICIANS 14/160 N ■ and detached garages with electric power. At least one wall- garages, TOP OF BUBFLOOR-- switch-controlled lighting outlet shall be installed to provide �g6O illumination on the exterior side of each outdoor egress door having grade FLOORS AND PLASTERED CEILINGS level access. A vehicle door in a garage shall not be considered as an a outdoor egresslighting door. Where li htin outlets are Installed in interior ALL OTHER STRUCTURAL MEM3ERS L/240 GaRADEV Q stairways, there shall be a wall switch at each floor level to control the lighting outlet where the stairway has 6 or more risers. EXTERIOR WALLS WirW PLASTER OR STUCCO H/360 FiNISH EXCEPTION: In hallways, stairways, and at outdoor egress doors, remote, central, or automatic control of lighting shall be permitted. EXTERIOR WALLS-WIND LOADS WITH ERIA FINISHES REAR ELEVATION- EXTERIOR WALLS WIND LOADS WITH !}} ' FLEXIBLE FINISHES L/I20 F E D 2 �'^�UUs NOTE: L■ SPAN LENGTH, N■ SPAN HEIGHT §RE3801.7 Outdoor outlets. At least one receptacle outlet accessible at grade level and not more than 6 feet, 6 inches (1981 mm) above grade, O shall be installed outdoors at the front and bock of each dwelling unit A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.'1 TIMES N OF SOUTH f 3 having direct access to grade. THE COMPONENT AND CLADDING: LOADS FOR THE PURPOSE OF THE TO OF SOUTHOLD DETERMINING DEFLECTION LiMITS HEREIN. 0 SEE DETAIL SHEET 'FOR HIGH WIND CONNECTION REQUIREMENTS ACTUAL FINISHED GRADE MAY VARY DEPENDING ON CONT. RIDGE VENT EXISTING GRADE CONDITIONS OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE 10 FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET ASPHALT ROOF IN — I — CEDAR SHINGLES TY — — — Ix6 AZEK o a FasclA, TYP. Lo � o LL 0 5/4"x4" AZEK WINDOW CASING, TYP. Li 5/4"x4" AZEK Q — - — CORNER BOARDS,TYP. >r1 0 WOOD STEPS TO GRADE PER C ODE GRADE PER CODE oil . 11 GRADE U I SIT SIDE fi'i20�-'OS�1� RIGHT I�� tu Nb � orb � N r Y o 0 — — — — — 12 j A— m 10 O U- - !_ — — ;--- — —, LUU _ r-- - NCs1NEER:, — TOP OF PLATE f 5n=1� 'a rhy� G ( 7 VINYL RAILi `ter_" ✓ PER CODC, C ' TYP. so Li JEFFREY T. BUTLER, P.E. m — —TOP OF SUBFLOOR y.. o — TOP OF CEILING O r O V z ° z o zoo � IF-111 H uzi az4 u.i Q LL Lu o TOP OF SUBFLOOR 04 O O O GRADE n Q — O LEFT SIDE ELEVATION 0— PAGE : 2 of 3 16'0" 15'4" 29'4t1 7' 10" 716,1 4' g,� BALCONY 16,Oil91011 20'411 6/4"xb" �0 1 D r.-ING 41 211 61 llA,1 41 211 ai 8'3" 71911 41611 41611 101211 10'211 p - -------------I - ------- V --------iYl 2" __- 41 21,TW3046 TW3046 NN o w f^ — 1 1 w 1 � 1 1 N a i+1 81 811 W.C. 19'811 _ N TW3052 TW3052-2 TW3052 ua NMMASTERN 00 MBEDROOM. . o TW3052-2 z NSTEPS AND RAILTER B TH PER CODE 8b11 CLG. NG . N 81311 71 911 _ -s— DIREC VENT GAS FIREPLACE = VINYL RAILING: N LIVING ROOM PR4vl E GLASS OORS AN c PER GODS Lr 1 M 9'O" CLG, HGT. HEA@'f PER GO USTOM - 21290 YERI SIZE. PRO ID£ FAI. ER BAL ONr - --- ----------------------------------------- 5/4"x6" DECKING � a\ I -—-— 42x10 ACQ HEADER— -—-— _ 1, 11 — i * v, 8 8 I N c PER CODE STEPS AND �'I I 3 M TW3052 FW 60611 ~ TW3052 1 I 1 2 HD 2-2xio HDR 2-2XI9 DR 80811 ; 2x& A= LEDGER c TW2832 FWG60611 TW2832 - - - - - - - - - - - - - - - - - - - - - - - - - 3'811 2'0" 13'4" c 2xbR.R. ul 2xbR.R. Q, _ � - - - - - - - - - - - - - - - - - - - - - - - - - N lLAYOYER) _ (LAYOVER) �, , <•, SEAT -- ------ -� ---- �� --__-_ �-- -o----- CLO. o N ' I d \j 1 I� o , „ CLO. BEDROOM 02 _ ( Eo I �i Co 1n °o r, O I 0 WO" CLG. HGT. I 19 cq 20 " a 2-1 3/4" 14" LYL RIDC,i�/' _ _ _ --- KITCHEN I M i in �- - - - -—� - _ c1 �� 9'O" CLG. HGT. -i I 3-2x4 I /OUTDOOR ' ' u _ N I dl u I /f Posr to 1 � . � °' �_� _� o � SHOWER � r O I $1 p1 F.D. O = I BEDROOM ru 1 -- 8 �O i ISLAND ~ �'' LL N -------� - - _--- ----------- O � X z r, a� 04 O a N v1 �, o cfl ENt P —i O OATH. CLG, a 'd O (� fA Q pia I V w ►n N O OW(PLATE l5'0" A.F.F,ib W- I 21011 o TW3046 �l pMECH I 0„ f— � cA I I cA O 2-2x10 CLO, _ `" N, 2,6„ u e 6,0" —� --------- ET6 ABOVE O o BATH BEDROOM 03 ____--- DESK REF. __ ° } 8'O" CLG, HGT, CLO 11 ---, ---- 41211 ------=— _ I 1 LO, TW2832 Q N N lu f- 2'4" o aINEEf�• J � DEN � ° ����F.Y�• �; . o � 3, Au 5N.:v0„ In 1 0,1 v 2 0'1 101 811 o ° FOYER ' N J� � 91011 BATH r^ 2 10 H R 2-2XIO HDR "' I! i; GLG. HGT. 2846 TW 846 TW 1 31 011 31 0,1 7 01 011 '51 0,1 (��Cf� O TUB/SHOWER o JEFFREY T. BUTLER, P.E. 31 P" 2-2x10 HDR 81 111 712" 81 111 —A o c 1 O Z 8 TW3046 ._ 151411 231 4tl I 2x8 1o" DIA. H54G I6 p.0 FIBERGLASS O COLUMN (1 OF 2) a O STEPS AND RAIL O O PER CODE tu * U O I I OPENING PROTECTION BY SCOI �lD FLOOR PLAN WOOD STRUCTURAL PANELS M Z Z o PERSUANT TO 1609.1.4, SEE 16'0" 231411 U1 Z FASTENING SCHEDULE ON 0 x LIYING'F AREA = 1270 SQ. FT. Q DETAIL SHEET IN THIS SET SMOKE DETECTOR Ir Z INTERCONNECT PER CODE PROPOSED FIRST FLOOR OPENING PROTECTION BY ^ .4 WOOD STRUCTURAL PANELS u e CARBON MONOXIDE DETECTOR SEE DETAIL SHEET FOR LIVING AREA = 1290 SQ. FT. PERSUANT TO 1609.1.4, SEE 4 N ONE PER FLOOR HIGH WIND CONNECTION FASTENING SCHEDULE ON W O REQUIREMENTS SMOKE DETECTOR DETAIL SHEET IN THIS SET O aC INTERCONNECT PER CODE O CARBON MONOXIDE DETECTOR O e O ONE PER FLOOR SEE DETAIL SHEET FOR ^' U. m HIGH WIND CONNECTION REQUIREMENTS (� z w sa PAGE : 3 of 3 TE5T HOLE DATA AREA COVERAGE CHART: y LINE / 5YME3OL LEGEND (TE5T HOLE DUG BY: rT• , DE516.= STRUCTURE: EXISTING AREA: AFTER CONSTRUCTION AREA: r , . • • j"'�`""' ��, PROPERTY LINE --- — — TEST HOLE WDONALD GEO5GIENCE ON JUKE 26, 2008) FIRST FLOOR SECOND FLOOR FIRST FLOOR SECOND FLOOR ! a Y 4 5 {V SETBACK LINE — -- — — mm o ® RESIDENCE 108q.62 SO.FT. 4% 50.FT. 12g0 SOFT. 1210 SOFT. CATCH BA51N uuu , EXISTING TO BE MIXED SAND 4 LOAM M ; e SHED (TO BE REMOVED) t25.00 SOFT. .kYP•Mt �: F:r ,;;„•� ;,. -, REMOVED/RELOGATEI7' GAS VALVE D4 2 N .^ WA R 73.44 SO.FT.l�l G SHED TO BE REMOVED 1•IV PALE BROWN FINE TO ( ) • � ELECTRICAL WATER VALVE D4 '_"'; COAARSE SAND WITH 10-20% GRAVEL Ski © SHED (TO BE REMOVED) 32.00 5G2.FT. GAS G MANHOLE COVER M b r © F H ORG 80 SG2.FT. "' µ, TELEPHONE T ,X,•t M.rlw��''•� .s '' �' `i"1 A.41`'1 7 � � W � 'V �" UTILITY POLE SANITARY SEWER 55 WATER IN PALE OF ENTRY PORCH 31.57 5G2.FT. DCATiON LIGHT POST ( BROWN FINE TO FENCE COARSE SAND WITH GQ FORGH 72 50.FT. fi MONUMENT a 10-20% GRAVEL - a s r N dA OVERHEAD ELECTRIC \\ \� 5W p OVE 0 TOTAL (FOOTPRINT): 1,220.06 SOFT. 14`13.57 SG2.FT. op GONG. GURB STAKE 7 yVYo I TO TAL L Iv1NG AR EA): 1585 2 SG T. 256O SO.FT. COASTAL EROSI N HYDRANT •L - GO Q �i OWA ER ENGOUNT RED HAZARD LINE q.O' BELOH SURFACE '. ICI..vw POMt{, 7' ) }, • ,.•+L°'V➢wN P•hll ry 1 � 1 CV EX15TINC7 BUILDING COVERAGE: N - f _ - 220.06 5 .FT 17 32.5b SG2 I G2 S PROPOSE D BUIL DING GOVERAGE (INCLUDING PORCHES):ABBREVIATION5 147357 SG-FT / t17,532.58 SQ.FT. 8.403b LOGAT I ON MAC;.. ABV --- ABOVE GA --- GAGE, GAUGE NOT TO SCALE AFF --- ABOVE FINISHED FLOOR GV --- GALVANIZED AFG --- ABOVE FINISHED MET --- METAL GRADE AG --- ABOVE GROUND NITS --- NOT TO SCALE BG --- BOTTOM OF CURB O.H.--- OVER HEAD PROP05ED 51 TE PLAN: BI --- BOTTOM OF ISLAND PLGS --- PLACES GB --- CATCH DA51N PVC, --- POLYVINYL CHLORIDE GONG --- GONGRETE PP --- POWER POLE E S T• EAST MARION N.Y. CONST --- CONSTRUCTION RGP --- REINF. GONG. PIPE TONN OF SOUTHOLD GONT --- CONTINUOUS/CONTINUE REINF --- REINFORCED SUFFOLK COUNTY, NEW YO K CPR --- COPPER 5D --- STORM DRAIN SGTM NO.: 1000-31-14-0008.2 DIAM --- DIAMETER ST --- STEEL ZONING DISTRICT: RESIDENTIAL 'R40' DIP --- DUGTILE IRON PIPE TG --- TOP OF CURB D.W.--- DOUBLE WALL TI --- TOP OF ISLAND EX15T --- EXISTING TERM --- TERMINATE 515E ADDRESS: FD --- FLOOR DRAIN U/L --- UNLEADED 1 FO --- FUEL OIL VIF --- VERIFY IN FIELD EAST EA O MAIN ROAD AST MARION, NY IIg3q F/G --- FIBER GLA55 WO --- WASTE OIL PTO --- FOOTING MM --- WELDED WIRE MESH O ' ITE DATA: EXISTING: PROP05ED: • AREA OF SITE: f17,532.585.F. (0.403AG) N.G. LINE OF PROPOSED B HAY BALES AND SILT COVERAGE CALCULATION: SEE AREA COVERAGE CHARTWF � fn IO' NON TURFm GLAYTON FE1y..E \ DA5E FLOOD ELEVATION: a O +h TIE = 202.56' _ BUFI=ER \ MAP NO. 6313G00646 AE g (NGVD Ig2q) ry 6q 142 5 36°44'00" E 2�� . ' EXISTING WOOD BULKHEAD �T�n — 3. \ 1\ PROPERTY OWNER• W r�- K:EVIN FAGA 94 � — '� 1 \ 12632 MAIN ROAD 91U� m \ 4 I \ 1 EAST MARION, NY IIg3q O J / 1 EXISTING WOOD 1 \ �T�� }" 15' RIGHT OF WAY 1 / STEPS W/ RAILING \ \ W Qi 41 \ ' (BY OWNER OF \ \ W � Q LOT 5.1) 1 \ , SAFE DIG �' o z 1 SIDE YARD 5ETBACK = 15'-0" 0 X LO �.• �� — — — — — — . — . . — • . . . • — — . — • . — . o �� o \\ 1\ Before You Dig, Drill Or Blast! A4 X q) 1 1 CL IY Sp IVG lC� Q CALLUS TOLL FREE 1-800-962-7962 O 4Jk m HT DRI1 �4Y _0 \ 0 \ 1 NY industrial code rule 753 requires no less than two working days notice,but not 3 O } .c� S� more than ten days notice. N o1 g \ S.G.T.M. LOT No. 008.1 -t,�i y N/F G v. r HUKILL �O� 8 TEST W O ,, Fb \ 'Py HOLE �Gti�o �3 F- o\;A \ ZONING INFORMATION: NGtNEER::e.... I 1 EXISTING ASPHALT .1� pOGK QQI 1 ,e/'��04" �' E `�• z EXISTING DRIVEWAY TO BE : p�N� �\ 1 �; E`( T R11 ! reI RAIL FENCE ALTERED R , Al , 0 \ RESIDENTIAL DISTRICT (R 40) - F9 PROPOSED EAGHING POOL N TO BE �0 REMOVED WI \ � 60 x 6 DEEP FOR RAIN t,) pl LOT AREA: r-- f� I/ula. LU WATER RUNOFF : 1 p\ '= W�A MINIMUM ALLOWED: 40,000 SQ.FT• C PROVIDED: ±17,532.58 SQ.FT. •F \ PROP05ED 1`' �Ir �Q OZ 49'� �t�? 101MIN (TYP) : SECOND FL. © PORCH o LOT WIDTH: I ¢� 5D MINIMUM ALLOWED: 150' \ �1 PROVIDED: 103.35' JEFFREY T. BUTLER, P.E. I \ PROPOSE�7 EXISTING O • LOT DEPTH: O 2-STORY 1 WOOD 1 0�\ MINIMUM ALLOWED: 175 = M ADDITION �� 1. DECK EXISTING SHED \ "\:.P PROVIDED: 142.69' 17 EL. 11.77' ROOF OVERHANG\ \ 7 1 @TO BE REMOVED \ \ YARD REQUIREMENTS: z IL v }- O GROVP05� = MINIMUM FRONT SETBACK: 35' O O CD I ENTRY PORCH \ 25q \\ 1 PROVIDED: 77.1' p Z W w 1 •�.�'i �' 1 \ MINIMUM SIDE YARD SETBACK, 10 < p z O 1 / 0 3o q` \\ \I PROVIDED: 9.3' (EXISTING) • • L z � OI I Q EXISTING Z I .... .. ....... m PROPOSED V2 STORY RESIDENCE J4 4' 1 \ W LY D- tt I, 1 2 5TORY 41 \ \ CUMULATIVE SIDE YARD SETBACKS: 25 z Q z! Q Q ADDITION m (4 BEDROOM) . '�:21 O m z �: I�.7'1, N (TO BE RENOVATED TO A BUILDING AREA \ \ PROVIDED• 64.9 O W 0 EXISTING 2Y2 STORY RESIDENCE) 4.3 TO BE REMOVED \ \ Q QC < O FRAME SHEDS , // EL. Il:it ? 1 \ \ MINIMUM REAR SETBACK: 35 } < 1 O TO BEPROVIDED: 41.1 REMOVED NOTE: EXISTING DWELLING 1\ 1\ C/1 # N : REMOVED TO TOP OF FOUNDATION. "? .:.N;L , o N. 1 0 3 1 \ LIVING FLOOR AREA: FOUNDATION TO BE ELEVATED 50 ry 33 m ( ) O -� O 0 O : D Q — THAT STRUCTURE COMPLIES WITH 1 PROPOSED N \ \ MINIMUM REQUIRED: 850 SQ.FT. z f- �- O ply SECOND FL. O O u- q1.0' SID� '-,q o '5 7BA _--, FEHA AND N.Y.S. RES. CODE R323 X GANTILEVERE \1 \ AFTER 2560• S FT.�• 0� vl ? `9 K 10-O" �s� BALCONY O ° 1 Q d N _ " m 1 LL 1 LOT COVERAGE: •'•==i==::::::..r=; /�Z� S 111 Z AGG 5O Y STRUGTU 1 1 MAX. ALLOWED: 20% � N 35°21'00" W 44.621 YARD SIDE a- O N ° 1 GK - :3- / 1 EXISTING: 6.96% 32 55 00" I„I "OFF OF 5T SC�UARING m ` a ExISTINIG\ AFTER CONSTRUCTION: 8.40% O Q EXISTING STOCKADE FENCE `OFF OF STRUG-7Tl RE --� °� T E PLAN CONCRETE I WALL \ BUILDING HEIGHT: N� �` q .87 2 MAX. ALLOWED: 35' D 20 10 0 10 20 30 40 50 DEFOS `� ° EXISTING: 24'-0" GRAPHIG SCALE 1'. N 352I1O= 10'-O" I 1 O. W 38.03' •��,' AFTER CONSTRUCTION: 28'-0" \OE : F.-E 2 %� 0 10' NON TURF NUMBER OF STORIES: 1—rn BUFFER L G.D P T. \ �� MAX. ALLOWED: 2.S EXISTING: 2.0 TOU i F SO 1THOLD o 1 o AFTER CONSTRUCTION: 2.0 1 � Z of