Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
39287-Z
�O�OgtlFP��,�coG Town of Southold 6/9/2017 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39005 Date: 6/9/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 80 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-10-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/1/2014 pursuant to which Building Permit No. 39287 dated 10/20/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One family dwelling with front and rear covered porches and outdoor shower stall as applied for per New York State Petition#2017-0023 and ZBA#6771, dated 11/6/2014. The certificate is issued to Kimogenor Pt Co of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0064 7/30/2015 ELECTRICAL CERTIFICATE NO. 39287 6/2/2016 PLUMBERS CERTIFICATION DATED 5/26/2016 J. Zee's Plumbing&Hgating AuthoiVea Signatur �SUFFut��oTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY ykpl �y� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39287 Date: 10/20/2014 Permission is hereby granted to: Kimogenor Pt Co Attn: William W Archer 29 Green Meadow Ln Huntington, NY 11743 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per SCHD, DEC, Trustees, ZBA approvals with flood permit. At premises located at: 80 Jackson St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-10-1 Pursuant to application dated 10/1/2014 and approved by the Building Inspector. To expire on 4/20/2016. Fees: DEMOLITION $881.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,668.00 CO -NEW DWELLING $50.00 ,Flood Permit $100.00 Total: $2,699.20 ild `g Form No.6 TOWN OF SOUTHOLD ]BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate•of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: la('kr a a,t• House No. Street Ham e'1 t Owner or Owners of Property: V-,I %2 0oC2 d-00C +t JL 0 Suffolk County Tax Map No 1000, Section Z/7 Block /O Lot 6V Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: � t Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature *pF SO(/ry�lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c iQ roger.richert(d-)town.southold.ny.us Southold,NY 11971-0959 �lyC®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Kimogenor Pt. Co(Brennan) Address: 80 Jackson Street City: New Suffolk St: New York Zip: 11956 Building Permit#. 39287 Section- 117 Block: 10 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric License No: 4770-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 82 Ceiling Fixtures 30 HID Fixtures Service 3 ph Hot Water GFCI Recpt 22 Wall Fixtures 25 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 50 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt2 Emergency Fixtures Time Clocks Disconnect 200A Switches 85 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1- 30A Dryer, 1- 20A Dryer, 1-Exhaust Fan, 4- Paddle Fans, 14KW Stand By Generator with 200A Transfer Switch, 17 ARC Fault Circuit Breakers,3-GFCI Circuit Breakers. Notes: Inspector Signature: Date: June 2, 2016 z Electrical 81 Compliance Form(2).xls S©�T�o Town Hail Annex l� Telephone(631)-76371802 54375 Main Road '�' Fax(631176$-9502 P.O.Box 1179 Southold,New York 11971-0959 V- . D '- BUILDING DEPARTMENT , TOWN OF SOUMOM J U L 2 5- 2016 - - BUILDING DEPT. TOWN OF SOUTHOLD -CERTIFICATION = Date: Building Permit No. 1 - Owner: V6 �0 2i►� ©� ��' W . (Please print) Plumber: J. c`-iS (Please print) I certify that the solder used in the water supply-system contains less_than 2/10 1% lead. _ (Plunifids Signature) =- Sworn to before me-this day of / V l 20L( No[=PubNc, ct County DEBORAH H.VAN DvzaR NOTARY PUBLIC,STATE OFNEW Y01M RQ&ration No.0l VA6186177 Qualified in Suffolk County Commission&PIM April 2,Zqq TOWN OF SOUT "DUILDING DEPT. UT T W N OF So�j 765-1802 M r SPECTION ZFOUNTI I S DATION IST ROUGH PLUMBING ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULK117,5� REMARKS:— r) .00 v Ali z DATE .,12-1q1( 4 INSPECTOR , SOUr�o! � o 00UMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATIO [ ] INSULATION [ ] FRA G /STRAPPING [ ] FINAL [ ] FIRE NEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i �o��OF SO(/r�olo 34 cOUNTV,� TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECT TROUGH N [ ] FOUNDATION 1 ST [ PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE !C--INSPECTOR. commm TOWN OF SOUTHOLD BUILDING DEPT. , 765.1802 INSPECTION ,'. [ ] FOUNDATION 1 ST ' [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A,CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA N [ ] CAULKING REMARKS: DATE ® /6- INSPECTOR i 59)a-7 ��OF SOpT�o 00UNT`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ 7INSU I PLUMBING FOUNDATION 2ND [ LATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLA ION [ CAULKING REMARKS: wool- � Cho DATE ®� v6 /x-s— INSPECTOR2 ° J OF SO!/l,�ol coy,� TOWN' OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 1ST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i DATE INSPECTOR i SOpr�olo cOUNi`1,0ct� TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 .INSPECTION [ ] FOUNDATION A ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 9�,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING , REMARKS: DATE INSPECTOR l oF so�Tyolo coUM`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l� INSPECTO MEMO l� PLLTMIVG �1 1INSUL ATION r 11116"Imem W M,PRIM LSI_ LL0 _,fffiJ� �~ w • !i 1 , . FIELD INSPBCTjON DEPORT DATA CONIl12FNTs FOUND,AMN(1ST) cro FOUNDATION(2ND) CD tz ROUGH FRAMbVG& a y PLUMBING cb INSULATION PEI,N.Y. H STATE ENERGY COTE FINAL , r � o 1 b TOWN OF SOUTHOLb BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1502 Planning Board approval FAX: (631) 765-9502 Survey Southold'Town.NorthFork.net PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. Trustees � � Flood Permit Examined '20- Storm-Water Assessment Form W lContact: Approved 0 20 OCT ® � 2014 Mail to: Disapproved a/c BLDG DEP Phone: TOWPI OF SOUTHO _ Expiration ,20 Bu spector --` APPLICATION FOR BUILDING PERMIT Date �fiTD"��� ,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. 7�iliLL� ' (Signature of applicant or name,if a corporation) (ICo y (Mailing address of applican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises /��L 4- C�• (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. J��3� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whichroposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section / !� #'"`'Block ' "` Lot Subdivision �r;Eiled 1VIap;IVo: �; ;, Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 01&6/ -Lr /LGJ .15;�c1c- b. Intended use and occupancy 04A 3. Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition V Other Work A#, I (Description) 4. Estimated Cost sP 500O0O Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Oft4& Number of dwelling units on each floor If garage, number of cars 0/1 pj 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 60;-e/ZRear 6O � Depth '5-� —10// Height -9N1- If Number of Stories 01VI Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front aO r 2 Rear (oO'-g Depth 53 410 Height 90 —Q Number of Stories TWO 9. Size of lot: Front `0,7102 6 Rear J�'' 51 5/ Depth ���! c � 10. Date of Purchase Name of Former Owner ,,// 11. Zone or use district in which premises are situated ik''''`f-'/-) 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO I1 IER VAXW4�F- 13. Will lot be re-graded?YES NO /Will excess fill be removed from premises?YES NO t� V-0 am,Ail vN 14.Names of Owner of premises 4MVWJ10r�t (21•Address 6;�Wei1 Ot • Phone No. Name of Architect aM Paid �`�i' Address OXt w Phone No 73L,/ (ngo,S Name of Contractor glegf-6' e /aBf Address X 0?56 hone No. 72/ 85/6 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES tl NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT, 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 771©/paT 0,, I Q"I-Ite, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A- 144! ee (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. Sworn to before me this day of 20 PATRICIA RICHARDS -Notary pub1MOTARY PUBLIC, F NEW YORK NO.01 R16042467 � Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30,20 T1QWI`-.0F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX:.(631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: (Approved 120 Mail to: Disapproved a/c 0// Y f tvuA Phone: q05- Expiration 0SExpiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 3 , 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 applicantsagrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorize e�r n- er}is�]]-ax� g for necessary inspections. �', •.';IIsi ' i MAY 2 3 2014 (Signature f applicant or name,if a corporation) :-------BLDG DEPT (Mailing address of ap lican) �— TOWN OF SOUTHOLD , State whether applicant is owner, Lessee, agent, architect, engineer, general contractor, electrician,plumber or builder vwoeii Name of owner of premises (As on the tax roll br latest deed) If applicant is a corporation, signature of duly-authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. L Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section (Q Block 6 Lot Subdivision Filed Map No. Lot 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Jpu'u 4 a"e zc b. Intended use and occupancy 5 'UZ / / 3. Nature of work(check which applicable): New Building Addition d Alteration Y Repair Removal Demolition Other Work (Description) 4. Estimated Cost ����DDD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units &M Number of dwelling units on each floor If garage, number of cars ±11)D 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n 1 rt I u 7. Dimensions of existin� structures, if any: Front %o� �� Rear �4� -� Depth , -� Height J I-a ` Number of Stories ate, qr-V'O.w Dimensions of same structure with alterations or additions: Front 5� a Rear Depth 531_111 Height 3c?l^ I " Number of Stories twow6yt?-W6 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 300 �d2� Rear 154,eq 1 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated k -4() 12. Does proposed construction violate any zoning law, ordinance or regulation? YES Y NO 13. Will lot be re-graded? YES NO Y 'Will excess fill be removed from premises? YES ✓ NO 14L4J1+1*1 Ay 14. Names of Owner of premises V eKoN`o`r(at Co• Address /O�� Phone No. 7352 Name of Architect �teeUuht, Addressqle Phone No 73 (9 405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t/ 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 V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lin§ds� b, fa3 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 ✓ * IF YES, PROVIDE A COPY. CONSTANCE 886%W NOTARY PdBIIC-STATt OF NEW NORK STATE OF W YORK) No. 01.1.16110900 ��� SS: tlublitiad In Suffolk.County COUNTY 09 O My Commistlon,Ex0Irei June 0,1, 2016 I Y VI< a � C r ,� ('i� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ��-- (S)He is the J\1�"�L�.l°t (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. Sworn to before me this day of 20 4 lx� ` Notary.Public Signature of Applicant New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 Aak SUNY @ Stony Brook 0111111111110 50 Circle Road, Stony Brook, NY 11790-3409 - Phone: (631)444-0365 • Fax: (631)444-0360 Joe Martens Commissioner LETTER OF NO JURISDICTION July 22, 2014 Mr. Donald Brennan 21 Remsen St. Brooklyn,N.Y. 11201 Re: Application#1-4738-043000001 I Facility: 50 Jackson St.,New Suffolk,N.Y. SCTM# 1000-116-6-1 Dear Mr. Brennan, Based on the information you have submitted the Department of Environmental Conservation has determined that the portion of the property north of the impervious, manmade, oil and stone roadway that existed prior to August 20, 1977 and has remained functional, as evidenced on TWM#710-540 and shown on the survey prepared by Nathan Taft Corwin III dated 11/18/13, is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 66 1)no permit is required. Be advised, no construction, sedimentation, or disturbance of any land may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 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 hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, oge vans Regi al Permit Administrator cc: William Archer of The Kimogenor Pt Company, Thomas Samuels, Habitat-TW, file Enc: Voided Check#17026 r L(I John M:Bredemeyer III,President Qf S 0 l�® Town Hall Annex Michael J. Domino,Vice-President �® �® 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Charles J.Sanders,Trustee ® Telephone(631) 765-1892 lf'C®� '�� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 18, 2014 Tom Samuels Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 (�L RE: DONALD & JESSICA BRENNAN �� 1 KIMOGENOR POINT, 50 JACKSON STREET, NEW SUFFOLK SCTM# 116-6-24.1 Dear Mr. Samuels: The Southold Town Board of Trustees reviewed the site plan dated June 6, 2014, and determined the proposed renovations and additions to the existing dwelling, abandonment of an existing sanitary system and replacement of a new system are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code an Cd p e� 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landwaed from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. BOARD MEMBERS SOF so Southold Town Hall Leslie Kanes Weisman,Chairperson � OBD 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer CA Town Annex/First Floor,Capital One Bank George Homing p� 54375 Main Road(at Youngs Avenue) Kenneth Schneider '�CU(J�y,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVED, ''// Tel.(631)765-1809•Fax(631)765-9064 �� a. P T Nov 1 3 2014 Q •outhold Tok FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 6,2014 ZBA FILE#6771 AMENDED NAME OF APPLICANT:Kimogenor Point Co.Inc.(Brennan) SCTM# 1000-11'7-to-$ (cottage#4) PROPERTY LOCATION: 50 Jackson Street(adj.to Great Peconic Bay)New Suffolk,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 27, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 1, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. This application falls under LWRP policy 4.1(3)c; sites where relocation of an existing structure is not practical. The subject parcel is located within the FEMA flood zones AE El 6 and X. The recommendation was made considering the following. 1. The proposal includes the renovation of the single family dwelling to be flood zone compliant. Due to the historic build out of the lot there is little ability to relocate the structure outside of the AE El 6' flood zone or the on-site sanitary systems outside of the 0.2 percent annual chance flood hazard zone (Zone X). 2. The proposed additions to the footprint of the dwelling equal 59 square feet and involves no substantial changes to the existing structure. 3.- The sanitary system will be newly constructed and new storm water controls will be required. PROPERTY FACTS/DESCRIPTION- The subject parcel is a conforming lot located in the R-40 zone on 3.38 acres with non-conforming residential uses. It is improved with six single-family dwellings, one multi-car garage, one shed, and one cottage. There is one wood deck located seaward of the high water mark. This is one of the few remaining vestiges of the summer/seasonal communities created within the town prior to zoning and maintaining its pre-existing non-conforming status. The parcel is one of two parcels and has been owned by a real estate Page 2 of 4—September 18,2014 ZBA File 6771—Kimo WTI Point Co.Inc.(Brennan) SCTMtt1000•-111— WTI cooperative, Kimogenor Point Co. Inc., since 1915 with each individual homeowner owning a proportionate share of stock in the cooperative. It is located on a private right of way off of Jackson Street and has frontage on West Creek to the North and Great Peconic Bay to the South as shown on a site plan dated June 6, 2014 prepared by Samuels and Steelman Architects. BASIS OF APPLICATION: Request for Variance from Article XXIH Code Section 280-123 and the Building Inspector's June 5, 2014 Notice of Disapproval based on an application for building permit for demolition and construction of a new single family dwelling at; 1) a nonconforming building containing a nonconforming use shall not be enlarged,reconstructed, structurally altered or moved, unless such building is changed to a conforming use. The existing cottage is a non-conforming building with a non-conforming use. RELIEF REQUESTED: The applicant requests a variance to demolish and reconstruct a single-family dwelling. The existing cottage is a nonconforming building with a nonconforming use. The demolition and reconstruction will maintain the existing nonconformity. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant proposed to reconstruct the new dwelling within the existing footprint of the existing dwelling. The original application contained a small increase in the floor area of the new dwelling. The applicant also amended the first floor plan removing the two-car attached garage, which is not characteristic of the neighborhood,and replaced it with a mudroom and storage room. ADDITIONAL INFORMATION: The applicant's agent, Tom Samuels, testified at the hearing that in addition to the subject parcel, the entire cooperative consists of twelve dwellings. The agent provided pictures of all twelve dwellings and testified that all of the dwellings have been renovated and altered within the lifetime of the cooperative. The agent testified that the applicant's reconstructed Unit # 4 will, after construction, be the size, shape,and design similar to other dwellings in the cooperative. The applicant's agent further testified that there are not any salvageable members of the existing Unit#4. From an engineering perspective,there is not any practical reason to maintain any existing parts of the house. The existing home was built in 1915 and was not built to meet current New York State building code standards or FEMA flood regulations. In order to meet FEMA flood regulations the house must be raised 18 inches. Further, in order to meet New York State building codes the existing structure needs to be reframed, new electric services, new insulation,new plumbing,and a lead paint abatement. If the structure may not be demolished the necessary works in renovating Unit # 4 will require working around the existing structure. The existing framing does not conform to NYS building code therefore new framing members will have to be sistered to the existing framing members and new hurricane strapping must be strapped to the new framing. Existing framing members will be completely entombed by new framing and will not serve any practical use. This is a costly process that does not contribute to the quality of the house, will not change the character of the neighborhood or lessen the degree of the property's non-conformity. Further, even entombed, rot and lead paint will still exist in the walls, and insulation would be less continuous in cavities partially taken up by old framing. The applicant's agent further testified in a letter dated August 15, 2014 two renovations with additions projects were recently completed within the Kimogenor Point Co. The Archer project,Unit#9, in 2004 included a 49% increase in living area and the Bingham project, Unit# 7, completed in 2012 included a 26% overall increase in living area. The letter further states that aesthetically the proposed second floor is under a roof with shed dormers and pitches so that after construction this home will match most of its neighbors. The project has been extensively vetted by the Kimogenor Point Community and has been endorsed by all of the Kimogenor Point Shareholders and Board of Directors. FINDINGS OF FACT/REASONS FOR BOARD ACTION• The Zoning Board of Appeals held a public hearing on this application on August 7,2014 at which time written and oral evidence were presented Based upon all testimony, documentation,personal inspection of the property Page 3 of 4—September 18,2014 ZBA File 6771—Kimogenor Point Co.Inc.(Brennan) SCTMHI000-117-10•-1 and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variance relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Kimogenor Point Co. cooperative has existed since 1915. The entire cooperative consists of twelve residential units and three accessory structures. All of the units are of the Long Island beach cottage design. They consist of two story and one story units which are painted white and have colored shutters. All of the units have been renovated since they were originally built. The majority of the Units, eight out twelve, are currently two stories. In Kimogenor Point the average second floor area as percentage of first floor area is 68%. The applicant's proposed second floor area as percentage of the first floor area is below average at 65%. The number of bedrooms will remain at five and only one half bath is proposed to be added to the existing three full baths. The proposed second story will not increase the intensity of this unit's use. The proposed storage room will exist within the original footprint of the existing house. It will not be visible from the front or from the road. On the private lane side it will be screened by an existing hedge which will have a small opening limiting the visibility of the storage room from its surroundings. The new dwelling will conform to other two story units in the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The Kimogenor Point Co. cooperative has owned this non- conforming six dwelling property for almost 100 years, since 1915. Because there are six single-family dwellings on this property, where the code permits a maximum of one dwelling, any proposed development on this property will be non-conforming and require a variance. The age and poor condition of the home requires the applicant to be permitted to demolish and rebuild the dwelling. After construction the new dwelling will have the same exact building footprint as the existing dwelling. The building setbacks and developed lot coverage will not change. The parcel's non-conformity will not change. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the existing dwelling has existed since 1915 and the owner of the unit needs to be able to reconstruct his dwelling to meet current New York State building codes and FEMA flood regulations. 4. Town Law 5267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install leaders,gutters, and drywells in conformance with the code. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a modern dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried, to DENY, the variance as applied, and to GRANT, the variance relief as amended to demolish the existing structure and to reconstruct a new structure within the existing footprint of Unit # 4 as shown on the site plan and architectural drawings by Samuels and Steelman dated June 6, 2014 labeled Site Plan sheets 1& 2, Plan Analysis labelled sheet 2 and updated drawings Page 4 of 4—September 18,2014 ZBA File 6771—Kimogenor Point Co.Inc.(Brennan) .SCTM#1000- ii-).Ip—i submitted to the Zoning Board of Appeals dated progress prints 9/5/14 and labelled sheets 6 & 7 and plans dated progress prints 9/2/14 labelled elevations sheets 9& 10. Subject to the following conditions; CONDITIONS: 1.)That the applicant has one year from the date of this decision to apply for a building permit. 2.)The applicant must submit updated drawings showing that the new structure conforms to the existing footprint of Unit#4. 3.)The applicant must have a Licensed Land Surveyor verify that the new structure has the same footprint as the existing structure. 4.)The proposed first floor bay window shall not extend beyond 18"of the foundation. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Vote of the Board.• Ayes:Members Schneider, Horning, Goehringer, Dantes. Absent was:Member Weisman(Chairperson). This Resolution was duly adopted(4-0). Kenneth Schneider,Acting Chairperson Approved for filing / /2014 Vote of the Board. Ayes:Members Schneider, Horning, Goehringer,Dantes, Weisman (Chairperson). This Resolution was du opted(5-0). C;L Av; ✓ Leslie Kanes Weisman,Chairperson Approved for filing /2014 STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-000112C ROSSANA ROSADO WWW DOS NY GO_V D RDVEDo SECRETARY OF STATE --------------------------------------------------------------------MA-R 3 0 2017 In the Matter of the Petition of. DECISION DONALD &JESSICA BRENNAN For a Variance to the New York State YSLLDIrTG DEPT. PETITION NO. 2017-0023 Uniform Fire Prevention & Building Code TOWN OFSOLP.Ii.'HOLD Upon the application of Donald & Jessica Brennan, filed pursuant to 19 NYCRR 1250 on January 16, 2017, and upon all other papers in this matter, the Department makes the following determination NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the alteration of a detached one family dwelling, located at 80 Jackson Street, Town of Southold, County of Suffolk, State of New York The petitioner is seeking relief from- 19 NYCRR 1220, The Residential Code of New York State, Section R324.1.5, which requires that, Electrical systems, equipment and components, and heating, ventilating, air conditioning and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall be located at or above the design flood elevation plus freeboard as specified in Section R323.1.3 3 [The petitioner is seeking relief to permit a freeboard that is less than allowed by Section R323.1.3.3] FINDINGS OF FACT 1 The dwelling that is the subject of this petition is located within a designated a flood hazard area. 2 The dwelling will conform in all respects to the requirements of Section R324 of the Residential Code of J New York State for Flood Resistant construction except that a portion of the HVAC system is below the freeboard requirement of the Code 3 Section 324 1.3 3 of the Residential Code of New York State requires that a minimum 2 foot freeboard be added to the design,flood elevation requirement established by the Federal Emergency Management Agency (FEMA) for a flood area This requirement is over and above federally established minimum. 4 The petitioner has indicated that the portion of the HVAC system under consideration is elevated 1 foot instead of being elevated 2 feet above the FEMA imposed elevation NEYsTA EOF K Department OP STATE OF PORTUNITY- Of State Petition No 2017-0023 Page 2 5 The petitioner considers it impractical to raise or relocate the hot water heater as it would create an excessive and unreasonable burden and would be physically or legally impracticable 6 In that the installation meets the Federal standards in its entirety, and the mechanical system meets the State's more stringent standards in all respects except for the subject portion of the HVAC system, it is not considered to pose a significant hazard. CONCLUSIONS OF LAW This proposed variance will not substantially adversely affect the Uniform Code's provisions for health, safety and security. Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would entail practical difficulties or unnecessary hardships and would otherwise be unwarranted because it would entail a change so slight as to produce a negligible additional benefit consonant with the purpose of the code. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR 1220, Section R324.1.5 to permit a portion of the HVAC system as noted herein, be and is hereby PROPOSED TO BE GRANTED with the following conditions. 1 That the installation shall meet the FEMA requirements for flood elevation in all respects. 2 That there shall be no expansion of the existing HVAC system to further encroach into the State stipulated freeboard requirement. This DECISION is issued under 19 NYCRR 1205.6 unless obtected to by the petitioner in a writihq received by the Department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application John ddano PE, Director Divi_ n of Building Standards and Codes. DATE* March 17, 2017 MC: nc NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance Attest List Petition No: 2017-0023 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any que,, call (518)474-4073 and ask for the Variance Unit. Please refer to the petition number in al related conversations or correspondence with us. MICHAEL VERITY a0 TOWN OF SOUTHOLD BLDG DEPT 53095 MAIN ROAD PO BOX 1179 SOUTHOLD, NY 11971 DONALD AND JESSICA BRENNAN 26 REMSEN STREET BROOKLYN, NY 11201 GARY STEINFELD WEST CREEK BUILDERS,LLC PO BOX 256 NEW SUFFOLK, NY 11956 02/02/2017 Page 1 of 1 jdj"1I T TERRY r� ) p I":,,•n Il,rll S 1l)u5 �ta�(► 1 P o. nwx 117() ) OWN CLERK Srrullrnl:l Nc%" _1"(rrk 1 .y (C7i I 1- Faa (5 1(11 7()5.1 R� 111;:GIs-MAR OF VITAL STA-1-1511C-5 �, •�, MARRIAGE OFI`ICI R - J Telephone ( C I l l 7(r5_ 1 RECORDS MANAGEMENT OITICE;II FREEDOM OF INFORMA'nON OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of.. the Code of the Town of Southold: "Floodplain Development. Permit Application" ( FDP(93) ) , and "Certificate of Compliance fir Development in Special Flood Hazard Area (C/C(93)) . TOvv';4 OF SOU-MOLD Ah T. Te-rr Y Southold Town Clerk August 25 , 1993 ,T APPLICATION �! PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sib) 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspecdoas required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) // DATE �SECTTON l: PROPOSED DEVELOP, IENI CL completed by APPLTCANTI NAME �10A� ��f ADDREESSS ���j� TELEPHONES/ APPLICANT T6W,g4Vt/lt !'Vsl �I%% � 7 �K0 BUILDER 669 �"`���" ENGINEER PROJECT LOCATION: • To avoid delay in proc=ing the application, please provide enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be hclpful- FDP(93) APPLICATION PAGE 2OFa DESCRIPTION OF WORK (Check all applicable boxes)- A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (1-4 Family) ❑ Addition ❑ Residential (More. than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residendal & Commerd2J) ❑ Demolition P ❑ Manufactured (Mobile) Home (In Manu- C1 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Roa?t, Street or Bridge Construction ❑ SuFZvision (New or Exparsioo) / ❑ Idual Water or Sewer System f ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION fTo be completed by LOCAL kDNf IMSTRATO R) The proposed dcvclopmcnt is located on FLRM Panel No. . Dated The Proposed Development: ❑ Is MOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site Ls.` Ft. NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposed dcvclopmcnt is located in a floodway FBFM PaBcI No Datcd O Scc Scction d (or additional instn,r.iions SIGNED DATE APPLICATION 4 PAGE ) OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINIS-FRATOR) The applicant must submit the documents checked below before the appbc.36on can be processed. ❑ A site plan showing the location of all existing structures, water bodies, adjaecot roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of'water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elavatioa Ft. NGVD (MSL). ❑ Floodprooftng protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures,�1ppUcant must attach certification [rom registered enganecr or architect. / ❑ Certification from a'regastered engineer that the proposed acdvit�y -ina regulatory Iloodway tifi will not result in any increase in the height of (be 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRA.TORI I have determined that the proposed activity: A- ❑ Is B. ❑ Is not in conformance with provisions of Local Law # , 19_ . The permit is issued subject to the conditions attached to and made part of (his permit. SIGNED DATE jf BOX A is chccked, lbc Local Administrator may issue a Development Permit upon paymen( of designated fee. If BOX B is chccked, (be Local Admuustrator wdl provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from lbc Board of Appeals APPLICATION y PAGE 4OF4 APPEALS Appealed to Board of Appeals? O Yes O No Hearing date: Appeals --- Coaditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICATIT before Certificate of Compliance is issued The following information must be provided for project structures. This sectioa must be- completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal Hieh Hazard . Areas• bottom of lowest structural member of the lowest poor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)- NOT Any work performed prior to submi(tal/of Lhe above information is at the risk bf the Appl;— L. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete (bis section as applicable based oa iaspcction of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO ,SECTION 8 CERTIFICATE OF COMPLIANCEM be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B • i g�iP,LE / CERTIYCATS jJF COMPLIANCE i for Development in a Special Flood Hazard Area r r i r s TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (())A ER MUST RETAIN 'I'IllS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: D NEW BUILDING O EXISTING BUILDING O VACANT LAND • F THE LOCAL ADMINISTRATOR IS TO COMPLETE A., OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 . SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) 3?Z. S' l-Z-, U.S. DEPARTMENT OF HOMELAND SECURITY OMB No 1660-0008 Federal Emergency Management Agency Expiration Date November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Budding Owner's Name Policy Number. die ci lJp r4�_nl'1C2^ A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg No)or P 0 Route and Box No. Company NAIC Number: L City State ZIP Code de,L.,/ ,,)eW A3 Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc) S� ..� ��� �•�-,� lr.; Lel' v, /rJ��- -�/7- /u�f / A4 Building Use(e g.,Residential, Non-Residential,Addition,Accessory,etc) eS1-ci,.. trs j A5 Latitude/Longitude Lat. L10'5-9' 2-/.`,,"/v1 Long 7Z L; 5-z•� [{orizontal Datum. ❑ NAD 1927 NAD 1983 A6 Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A7 Budding Diagram Number A8 For a building with a crawlspace or enclosure(s) c a) Square footage of crawlspace or enclosure(s) 760 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1 0 foot above adjacent grade c) Total net area of flood openings in A8 b £;v" sq in d) Engineered flood openings? X1 Yes ❑ No CSrh4/f Ile ,f�'►„ (Q f/Uu. c �S• Nv•• ''Zc, A9 For a budding with an attached garage a) Square footage of attached garage .300 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b q&O sq in d) Engineered flood openings? Y Yes ❑ No Vc^ro AlocL,/ AL. 15 Lt c,.17 zl) SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1 NFIP Community Name 8 /Community Nu/mber } B2.County Name B3. State JG B4.Map/Panel B5 Suffix B6 FIRM Index B7 FIRM Panel B8.Flood Zone(s) B9 Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base Revised Date Flood Depth) B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9 ❑FIS Profile Ff FIRM ❑Community Determined ❑ Other/Source B11. Indicate elevation datum used for BFE in Item B9 ❑ NGVD 1929 5NAVD 1988 ❑ Other/Source, 612 Isth g ai tn.ated in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? E]Yes N0 C>[E D ❑ CBRS ❑ OPA JU1JEMATor@0Q-0-33(7/15) Replaces all previous editions Form Page 1 of 6 BUMDI`�Ii G Dr,,PT. TOWNT OF SOUTSOLD OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit,Suite,and/or Bldg. No)or P.0 Route and Box No Policy Number. 90 S h so, •Slru- f City StateJJ`` ZIP Code Company NAIC Number �O I,a J a I/� A)ew ak /- I I Sr6, SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1 Building elevations are based on- ❑ Construction Drawings* ❑Budding Under Construction* 01Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO Complete Items C2 a-h below according to the budding diagram specified in Item A7 In Puerto Rico only,enter meters Benchmark Utilized 6 P's Vertical Datum lo./wL) 1560 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ) NAVD 1988 ❑Other/Source. Datum used for budding elevations must be the same as that used for the BFE Check the measurement used a) Top of bottom floor(including basement,crawlspace,or enclosure floor) U ®'feet ❑ meters b) Top of the next higher floor >'y K feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) /J. ❑ feet ❑meters d) Attached garage(top of slab) . Z5 — ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the budding rilf feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) LI �] feet ❑ meters 4?c g) Highest adjacent(finished)grade next to building(HAG) _. _ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including �1 7 feet . ❑ meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyors WYes ❑No Check here if attachments Certifrie}r's yName License Number OF Title Np`-r�sic, � �+�L�/•'�.� . L^ S. � U`i c;=�(�'7 ��Qppm��y pyq� 1�;^J •.iL!✓e- cum Vd' Company Name p C. L.;J S✓ALL �r %�. L-. •�"'. % ; Address q` `/ City State J ZIP Code 5(y41 .J� c7 . ��� RC1`✓ w.�` f1y"��7 ��i�l � Signature l— Date Telephone Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)budding owner Comments(including type of equipment and location,per C2(e),if applicable) I- { ry ( o "j 6,!!/I v✓t,r c. C,/=zWt �(�cCG W�1� ti GCf/-,L .F�cJ��r c.� Gc�yii..�L�G �'-u✓�i[�n n � ��i /� 5tl✓rLf^t) �+� �v:5t� 4,rc- f'c^.(iaef4-i i/1 "1 LJ1 r,(f VQ✓N 17^G'7 St4 b tom,o 1FL e kv,.htc�1% J 7.0 k. by,t�o�,. F- h,z 1,����' wy he,- G"�: i i s c� e,I&v, ;;.. -7. ! ".40- ' t,L by/TObro a ',in?i �vrA.�t� rrS Cf 1 e,l,✓..,• f,, ci,5— J/ JJ ! L /tte.'.5 {�� zJ1'aic��i ✓l i.• �J.�� CiY �.� tiu.`yc'� Afti i"I/Gv�alr�f�i.2./ ✓A4S cJ.+ i f d"�%Si',- INvd� 1t�f� s 7"� �4 t-J�v►+> 4 rG �-� Pi le✓y 2— FEMA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No 1660-0008 Expiration Date-November 30,2018 IMPORTANT:In ese spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Ad ess(including Apt, Unit, Suite,and/or Bldg.No)or P 0 Route and Box No Policy Number* City State ZIP Code Company IC Number SEC N E—BUILDING ELEVATION INFORMATION(SURVEY NOT RE IRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), omplete Items E1—E5 If the Certificate is intended to suppo LOMA or LOMR-F request,' complete Sections A,B,and C.For Ite s E1—E4, use natural grade,if available Check the mea rement used In Puerto Rico only, enter meters. E1. Provide elevation information for the fo wing and check the appropriate boxes to sho whether the elevation is above or below the highest adjacent grade(HAG)and th lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is feet ❑meters b) Top of bottom floor(including basement, ❑above or E]below the HAG. crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG E2. For Budding Diagrams 6-9 with permanent flood opens gs provided in ection A Items 8 and/or 9(seepages 1-2 of Instructions), the next higher floor(elevation C2 bin the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG E3 Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG E4 Top of platform of machinery and/or equipment servicing the budding is ❑feet ❑meters El above or E]below the HAG. E5. Zone AO only If no flood depth number is available, the top of the ttom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ o ❑ Unknown The local official must certify this information in Section G. SECTION F—PROPERTY NER(OR OWNER'S REP SENTATIVE)CERTIFICATION The property owner or owner's authorized repr entative who completes Sections A, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sig here.The statements in Sections A, B, d E are correct to the best of my knowledge Property Owner or Owner's Authorized R resentative's Name Address City tate ZIP Code Signature Date Tele one Comments ❑Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 3 of 6 ELEVATION CERTIFICATE OMB No 1660-0008 Expiration Date.November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Addres (including Apt., Unit,Suite,and/or Bldg No)or P O.Route and Box No Policy Number City State ZIP Code Company IC Number SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorize by law or ordinance to administer the community's floodplain mana men t ordinance can complete Sections A,B,C(or E),and G of th Elevation Certificate Complete the applicable item(s)and sign elow.Check the measurement used in Items G8—G10 In Puerto Ric only,enter meters G1 ❑ The information in Section C s taken from other documentation that has been sig d and sealed by a licensed surveyor, engineer,or architect who is aut onzed by law to certify elevation information.(Ind ate the source and date of the elevation data in the Comments area below G2 ❑ A community official completed Sect n E for a building located in Zone A(wi out a FEMA-issued or community-issued BFE) or Zone AO. G3 ❑ The following information(Items G4—G1 is provided for community floo plain management purposes. G4. Permit Number G5 D to Permit Issued G6 Date Certificate of Compliance/Occupancy Issued G7 This permit has been issued for New Construc on Substantial Improvement G8 Elevation of as-built lowest floor(including basement) of the budding. ❑feet ❑ meters Datum G9 BFE or(in Zone AO)depth of flooding at the building sit ❑feet ❑ meters Datum G10. Community's design flood elevation. ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephon Signature Date Comments(including typeof equipment nd location,per C2(e),if applicable) ❑ Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: SOCity State State ZIP Code Company NAIC Number I-lz„✓ S��Go kc Pe,.vl I-, rI 'i 5-6 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View"; and, if required,'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photoqraphs than will fit on this page, use the Continuation Page. r , Ph( ^� w-- - t LAe.ir✓ Photo I wo l.dFluul I FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number City State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View" and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. V�_ 1 r � �r, Phor rrt � 5 U& Lit t2 v✓ Phot FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 Continuation Page 7 For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number City r, Stale ✓ ZIP Code Company NAIC Number I 1 nnN .`. moons s, lz ✓►�� �F cry SPS ve— t West Creek Builders, LLC t Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 Brennan Residence Strapping 80 Jackson Street, New Suffolk — 39287Z r . .,. C r AIM j i �}t i Brennan Residence 392872-Page 1 of 8 West Creek Builders, LLC Design 9 Build Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 Brennan Residence 39287Z-Page 2 of 8 r - a }4 J,11 Ill. .00 IF I �iFiti AOL t, �'knC1t/%i:IRs�w PF 14 Rill `. 7 1 -W kk, West Creek Builders, LLC Design • * Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 F i r` 1 e F '_ i ! r Milk- Brennan / • Page West Creek Builders, Design III Build III Remodel • Box 256, New Suffolk, • . Tel 631.734-8416 :•• .352.5112 uu rerf�f It i ��' � iia � � ► � � I au I . 111 �'�► � .�I I� k r BrennanResidence 39287Z Page ,, of 8 West Creek Builders, LLC i Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 - jr +, f �,�• { i AMW big -0 � I Al i _r Brennan Residence 39287Z-Page 6 of 8 West Creek Builders, LLC Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 J. i NINE i i mill Ft !�I-:r4: All IN j Ali 1 Armor■ 9 mil I Brennan Residence 39287Z-Page 7 of 8 West Creek Builders, LLC S Design . Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 ro { v s 3 1 _ I Brennan Residence 39287Z-Page 8 of 8 Scott A. Russell ,��°SF -� IWA\T]EIR, SUPERVISOR CO AAA.. G]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 WO T ® 1 2 14 1 .r 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 Southold �1 � BLDG DEPT 14 TOWN OF SOUTHOLD CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT n �( DOES THIS )PROJECT INVOLVE ANY OF THE SING: Yes No (CHECK ALL THAT APPLY) OCT 17 2014 ❑QM A. Clearing, grubbing, grading or stripping of land w ichf cts.-mor than 5,000 square feet of ground surface. TOW"BDG DET SOUTHOLD ❑Ef B. 'Excavation or filling involving more than 200 cubic yar sof material within any parcel or any contiguous area. ❑ E .C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. "_ 'E. Site preparation within the one-,hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of, a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO-to all of the questions above, STOP! Complete the Applicant section below.with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter zss does not apply to your project. If you answered YES to one or more of the above, please submit 'Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. # 1000 Date NAME ��Y Vl i0Y 1W Cily District Sechon Bl Lot FOR BUILDING.DEPARTMENT USE ONLY -�Jt�� 6C Contact,Information. ( \ "y ` Mkph—Num6c) Reviewed By: � - - - - - - - - - - - - - - - - - — Date. �� 99/1 — l V / Property Address/Location of Construction Work: — -- - — — — — — — — — — — ' JApproved for processing Building Permit. Stormwater Management Control Plan Not Required. 'v` � �� ��` �6 •y ®/Stormwater,Management Control Plan is Required. (Forward'to Engineering Department for Review.) FORM--# SMCP-TOS MAY 2014 �IYPLIC�1�7': to S,C.TANI c if)W IPmpettpP�er,eN60 Praf—imst Arpnr.Qmrs tx.Oiler? [Da — _ X954 � CHAPTER 236 � 10 ° Stor�nwaterfana ement Control Plan CHECK LIST m NAME � scrtxiu e,'ncl tl,t SNI C P -Plan Retltrtremerit c Provide 00\C copy of the Building Permil Application. 1' tFThe e applicant mwt provide a Complete Explanation andfor Rewvn For not providing � 1 all Informal ion that has been Req tared h}-the tollu,+ing,Checklist' ft[L4__ 1. A Site Plan drawn to scale Not Less that(50'to the inch MUST If You aikiwered No or NA to any Item,Please Provide Justification Here+ Ln show at)of the following ,tern* YE` Y� v'4 If you need addtttonal room for explanations,Please Proride additional Paper. o, a. Lcieation&Description of Property Boundaries w b. Total Site Acreage. c. Existing -Natural& plan blade Features within 500 L.F. t' A T o the Site Boundary as required by §�rrlrc.+2s A m d. Test We Data Ind tcating Soil Chamcternstt s,&Depth to Grotnld:'dater. tit e. Limit,of Clearing&Area of Proposed Land Disturbance. f. Existirig&Proposed Contours of the Site ;minin:t.jn,_r tee+3E7 g. Location of all existing&proposed structures,roads, C driwways.sidewalks,drainage improvements& unlit€es. ' h. Spot Grades& Finish Floor Elevations for all existing& Proposed structures I. Location or proprred s v lmming Pool and discharge ring. S 4owl � y Location of propr-:ed Soil Steelpife Area(-.,;). . Lecaiit:n of propwW Cntnsiructi in Entrarse/Sraging Area(,) I_ D oeatit7n of 1"O o d ConCrtte washout area{s). 3 M. LLcamn of all proptieed erim ion E sediment control measures. m r �- SEgi muerte:Management Control Plan mtht Incitxle CatctilatLULS st�t,trrng co ip that the storm%%ater improvements are sized to capture,AOL e,and mftltrate co mrsite t)x run-off frorti all impei ions surfaces generated by a tv.o l21 tech M M rainfall lsionn e+eiil. rTl r 3 3. Detail&acclronal Brat+tris for Sunrm+dater pirct:ces are negiitr€(i fcY aper+hal. 1' z Iterns i2guiring details shall include but not be Iimited ta• a. Erosion&Sediment Controls. b. Construction Entrance&Site Access, c. Inlet Drainage Structures ie, catch bistni.trench drama etc) d. Leaching Stntcttires fe--g inftitration barns,si+ales.etc-1 FOR Eti`Cr[N£1;R1N-' Pa1RTN.tE: IN, Yt�___--___�_-___ l Additional Information is Required. Reviewed 8 Stormyiater Management Control Plan is Not Com Approved By I — — — — — — plete. i - - - - - - - - - - � m l i Storrnwater Management Control Plan 15 Complete. m Date G� l / SIVICP has been approved by the Engineering Department._;: - - - -- l -- -- ----- --- - ----- _z, - -- - --- - ---- - ---- ----- ---- ---- - ---- -- --- - ----- ------ ------- -- ------- ---- -- --- ----- --- --- �.�1 = 5',VCF Check List-TOS 4L'�Y 2011 - --- --- --• � m N PROJECT LOCATION - CONTACT INFORMATION S.C .M. # 100p�v�0 °" S� ENGINEERING DEPARTMENT (Property Owner,Design Professional,Agent,Contractor,Other) ® O �Q� �f 7 D0 o NAME J;m � u��s Section Block Lot y SITE INSPECTION REPORT FORM Plemc Print Inspection Date: ° g E-Mad Address Telephone NumberOl a Subdivisions, Site Plans, Stormwater Improvements & Other Installations DESCRIPTION OF REQUIRED SITE WORK YES I NO COMPLETNA NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. �0 c. Condition of Stockpiled Soils. 0� d. Verification of Size&Depth of Leaching Pools 00 e Verification of Drain Pipe Installation/Concrete Parging. 00 f Driveway Inbtallation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property 00 h. Inspection of Gutter&Leader System-Drainage Piping 00 i Instalation of proposed Swimming Pool and discharge ring. 00 Inspection of Construction Entrance/Staging Area(s). 00 k Location of proposed concrete washout area(s) 1. OTHER-Explanation Required 00 m.OTHER-Explanation Required A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows OPTION#: 1. Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION#:3. Site Inspection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department. TOS Review NOTES: L C1 U k11 ti I G .� S ENGINEERING INSPEC 10 REP Additional Work Is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved By — — — — — — — — — — — — — — — — ®l I f\ All required Site Work has been Completed by the Owner / Date: �� Inspection#: IAF�i L, Contractor & Approved by the Engineering Department. FORM # ENGINEERING Inspection Report Form-TOS May 2015 1 vj�so 4 } awaI exC JiS Telephone(631)765-1802 54375.1 _';n Ro2d i cn ax(o"3i)76a 5a2 c! j NY r�79i, :? i G, Q ro_qer_richert(d_rown_sout�iolny us x Southold, Y 11971-0959_ 'r Y G JUN 222015 2015 !� - I BUILDING DEPARTMENT ` TOWN OF SOUTHOLD ' ION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Z.,;–,? f 1 1corpany Name: Name: ✓ - License No.: Address_- d ` O r I_- Phone.No.: JOBSITE [NFORMATION: (*Indicates required information) I *Name: *Address: �'i rn rs �'�---r✓a��J�.-l-�,T a - �S�,n? �r sv�-cv ��f *Cross Street: *Phone No_: Pen-nit No.: � Tax-Map District: 9000 Section: Ir z. Block:—z4:2 _ Lot��_ ' *BRILF DESCRIPTION OF WORK(Please Print Clearly) ` �EZT<1 (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Fina[ I *Do-you need a Temp Certificate: YE ! NO Temp Information (If needed] . *Service Size: 1 Phase 3Phase 100 150 20 300 350 400 Other I . New Servic : Re-connect" ndergroun Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION r �-p 82-Regi,-fest for Inspection Form i pF soUly Town Hall Annex J�[ Telephone(631)765-1802 54375 Main Road cis ,ax(631)765-,995Q2� P.O.Box 1179 G @ roger.dchert town.soutiloltl nV us Southold,NY 11971-0959 CQUlft`1,� BUII..DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • F REQUESTED BY: Date: { Company Name: Name: �.- License No.: V 70 -0f,;, Address: C 5C K l�;c �e l }: Phone No.- 65J_ V r_ i JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: iS A's � Z'' • AIZW s5ae4?%� *Cross Street: *Phone No.: Permit No.: X92 g Tax Map District: 1000 Section: f-/ 7 Block: �d Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �$ 7 S;!29_&gr (Please Circle All That Apply) Is job ready for inspection: YES/ NO Rough In Final *Do•you need a Temp Certificate: YE NO j Temp Information (if needed) I *Service Size: C 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additioyl information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Form f EL S A M U E L S & S T E E L M A N October 1, 2014 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: THE BRENNAN RESIDENCE 50 Jackson Street, New Suffolk, NY 11956 SCTM # 1000-117-10-01 This project includes the demolition and re-construction of an existing house, together with a new foundation and sanitary system. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Survey 4) Red-stamped SCDHS permit 5) Southold Town Sanitary permit 6) Southold Trustees letter of non-jurisdiction 7) NYS DEC letter of non-jurisdiction 8) Southold ZBA determination 9) Erosion, Sedimentation & Storm-Water Run-off Assessment Form 10) REScheck Version 4.4.3 Compliance Certificate 11) Application for Certificate of Occupancy w/check for$50. 12) Check for $200 Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, twwk& Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 pF SOU��®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 G S O Southold,NY 11971-0959 'r®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 26, 2016 GG V West Creek Builders 3� P.O. Box 256 New Suffolk, New York 11956 RE:80 Jackson Street, New Suffolk,Kimogernor Pt.Co.(Brennan).Note: Before the CIO can be typed we need a final elevation certificate from your surveyor. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final insp ction by Building Dept. �XkA al 0to ffater Jinbffal from Town Engineer &Ce BUILDING PERMIT: 39287-Z New Dwelling l S X-U SURVEY OF PR PERTY SITUATE X12_7 NEW SUFFOLK 62X TOWN OF SOUTHOLD �. SUFFOLK COUNTY, NE X= SUFFOLK YORK .. S.C. TAX No. 1000- 1 16-06—P/0 24. 1 r►O CoA ,g.•4 SCALE 1 "=20' ♦♦ � a . : 44. NOVEMBER 189 2013 . / �..a \' ♦ >> 4g.: . �s NOTES: lei 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:5.0 '� 'y ♦ a EXISTING CONTOUR LINES ARE SHOWN THUS: — — —s— — — — a .� a. ♦ X5.9 F.FL. - FIRST FLOOR ate$ ♦♦ > a �. G.FL. - GARAGE FLOOR • X-Z-4 2. FLOOD ZONE INFORMATION TAKEN FROM: ®x_u FLOOD INSURANCE RATE MAP No. 36103CO501 H 'Al. •� "°...e• �Z It �` y�q �l ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2-12a - •a• "..1. �S �� o� •0?4�. ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS F 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT °' ' . j`�` ♦o��e 5.4 '1 °tie ' OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ' AND AREAS PROTECTED BY LEVEES FROM 1% AN UAL CHANCE FLOOD. 4 x a �� Acb ll ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE AC ION); X �' •: x- / Opp X86♦♦ , •: 000 BASE FLOOD ELEVATIONS DETERMINED A X.19 it ° e a UTILITY m. , ♦ s �cb 4 a POLE #26 01 e ♦ o o 4 X14 � ,. 91 O ♦ �� WIRES 2A•e; .'.` Oy � �/- ♦♦ •u.. x�.4 �<`j °� "° • . (AIERHEAD 3 C �6 a p s ♦ ` 0 a a 2- a• P 41-9 �� 9; ♦ G�,, a ` 9 O� X 3.4 yOG ♦♦ q 9 X ,�1 �Q�i OO 0\N e - ' 4' '°c9 a ''� ®:.X 7.6 a - 2� � ILITY I '� •• � y �$� k�_ fit°` ♦� ! 6 a X X-14 a. 1,4 Qb x -1 , 4.9 `per 1 - � X2.B •" Q g ... X12 - oo -1411 .0 8.2 a A 4 � a r �Q O � ry l�,O. � � tY � XJ,7 � E X A4 F fL J� 3. e' A' '4 .a X2.5 OI . .a0\1 x 0 X-U A.- -9 .•r a UTILITY a u y�aOF 3 4 0 p8 T a POLE 4 .• 2-, . 0 11w a ♦ a . a 1� E R 6. X E� ♦ A: 5 �. 4. d s• . . ° .'. a a .. a• .4 . : 44.' •a .. a.. L 1'ti�'^ '"` v ,� v ON ` . •. A . 4 . m 4 4 . 4 -t v.�.�.e. `' 4 a a e a a .m ' _• aI4 ' 4 r 4° " 8 a a : a a; •e .• - a. •• 4' '• a •• 4.3 a a. •a 4.4, AY 3,5 X �. 4 v 4- a x1aa ' a .r k 5TONE 4 ZONE AE(� s)^ 4 x oIL — a 4 %' '®• 4 , IIa t. .a•• •t --- —=— -.7�"' ,�,"- ,� .� r-.���'°!'iNOUS `4 .m` ZONE VE 8) '' n �2 va i 4.6 �MA �` FR .r - _u-nm a 4 a POLE NYr `♦ X�u SPLIT RAIL FENCE `goy♦♦yam PREPARED IN ACCORDANCEI WITH THE MINIMUM x5L2 F.FL.8.B8t^ f STANDARDS FOR TITLE SU EYS AS ESTABLISHED L * BY THE LI.A LS. AND APPfOVED AND ADOPTED <^ FOR SUCH USE BYJHE N 'YORK STATE LAND FL,1 T.1 F FL B tiB , ir FRAME HOUSE x FRAME HOUSE �1 TITLE ASSOCLATIDN* Or .�, � FRAME HOUSE -'� X1,4 X-7.7 X F l- N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE Nathan T of Corwin EDUCATION LAW. III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land S r v e y o r EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. I aksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND no L.S. �ite A.se rucLayout Joseph e LENDING INSTITUTION LISTED HEREON, AND p 9 9 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. TiSurveys -Title SSubdivisions — Plans — Construction L out PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 .y 6 REV SIGN \-R �' BUILDING WALL FF EL 10.5 FTSITE DATA85/14 `} . I \ &RADE LINE ELEVATION 7.1 FT. SCTM# 1000-117-10-1 6RADi: LINE 6RADE LINE ELEVATION '1.1 FT]ELEVATION &.-7 FT. ADDRESS: 80 JACKSON STREET I' MIN. 2' MAX. LK, E 1195'O I/8"/FT I/4"/FT. OWNER.O HER L 5.1 T. c/o BILL ARCEAGHIN TK29 GREEN MEADOW LANE WABOT 62F POOL 3.1 FT. POOL IE, +5.08EHUNTINGTON, NY 11743 SEE BRENNA 2 MIN LEA DONALD AND JESSICA N REST DIGTED GROU WATER ELEV +I.I' 1E• +4.1'1' IE. +5.58' 21 REMSEN STREETW ME \ BROOKLYN, NY 11201 \ :.•RR3= (GENCE `:- .` : \ GROU TEREV SITE AREA: 147,348 SF+/- =3.38 AC \ : "'(PUgC' "' \\ \ 31-0" 8'-O" BUILDINGS: 20,891 SF=14.2%PROPOSED O Z z \ .`�rArfR,�._:. : • - Uj SEPTIC ME ZONING: R-40 J \ (N.T.S.) \ PROPOSED NEW SEPTIC SYSTEM FLOOD ZONE: AE6/X ZO 0 \ \ \ FOR A 5 BEDROOM RESIDENCE SURVEYOR: Nathan Corwin, LS LL T OF AlTH SE UTILITY p �iUFFOLIc COUNTY DFt `�\ \� W ` 1500 GAL SEPTIC TANK (ST) 1586 Main Road ' PERMIT �R APPr©V,k NSTRi. `1 `O�A P E iL� L 6'7 - ) 8' DIA x 2' H16H LEACHING POOL (LP) Jamesport, New York 11947 C UNDERGROUND PIPING FROM �y LICENSE# 50467 I� Falw�Lv\R�55�� 'cF- ONLY SEPTIC TANK TO LEACHING \ \9.� EXP - RE LOCATION FOR (4) 8' DIA x 2' NOVEMBER 18,2013 08 Q Z Z P5 LS GROSSING OVER PUBLIC \ LP HI LEACHING POOL (EXP) z \ \ TER LINE SHALL BE 4" DIA, \ \ �p E\XP Z O \ EP 1 2 14 \ L \ LF LOCATION MAP O z IL .Z:=. ,�,Q�� o fl�+� 9 S 18 PVC, E BRUTE , WITH \ <^ EXISTING® 18° /ERTIC SEPARATION \ LP LP < W z PPFtik1lED _ - iKcv �E�.TYYEEN TOP O \WATER LINE \ XP 6 F®r�k 0 R LU —��- , •� Nf� BOTTOM OF SEPTIC, LINE. \ LP 100 E�E.:9{ OOHS CC brY W m �_ p.GK OP 1nl'i' ' s �--- (PROVIDE MIN 20 FT PIPE \ LP 7 'Ea-'17A CENTERED ON WATER LINE. \'\ LF ®= LU Y c.�a T Cha �c_0-t":R ERS='t',ry ATE OF APPROVA.1.. \ ' -•--- ---0- / \ TEST HOLE M _ / \ LP \ EL +&A Case o � I Rd g Iy 1 -FIN. I=LR.'6.5' .\ EXISTIN \0 \ OTREE E�ISTIN6 UTILITY / \ �'tREE _ $ 5'1" �\O\ \ ADDITJON TO POLE ADDIi ew Suffolk ve Q / �, / TION �'O = +7.1 O \ EXISTIN6Z .e Z. ' EXISTING _ _ OO \ RESIDENag 1 y a• i2 / REsiDENGi == PSENNA N l i p, RESIDENCE LU / \ .5 BEDROOMS ___ \ EXISTING \ � SITE �W, � / \ \ NO BASEMENT' ==- \ \ UNDER&ROUND a�. LOCATION EXI5TIN6 FIN FLIRO.Sr UTILITY\ PUBLIC, WP,T�R , TEST HOLE y y. SANITARY SY TEM TO BE POLE LINE I BY MARK McDONALD GEOSCIENCE ®FILLED IN AND ANDONED 11 I SOUTHOLD,NEW YORK 11971 NO SCALE OR REMOVED I REQUIRED TEST HOLE DATA 3/19114 ELEV+6.9' 1.5 FT, DARK BROWN LOAM OL VNva r LIST Ele inspec 6d SLuj ��3111 ' r St1i. ¢1-IeItis e By The \ a.o FT.ARQWN SILT CLAY ML TING OPEN NEW � i $��4 S Ours In Adw-m e A S I S \ s � 1 PORCH d STAIRS \\ UNDE1v:6ROUNb T�} . +'fig® \ && p _ �y \ .+c°�e�LINIp�-„pectiion(s). PROJECT NO: 0805 rt Tr`LI \ PUBLIC WATER \ WATER IN PALE BROWN DRAWN BY: ��® / Abandon t `existing sanity LINE111013:11 - FINE SAND SP UT COMMENTS:WATER ENCOUNTERED 7.8' Ts stemry system must be \ \ BELOW SURFACE,ELEV+0.7' DATE: cOnr®llnance it�q a HIGHEST PREDICTED GROUND WATER 6120114 completed fon�a I- �ne��t requi ement Submit DRIVEWAY \ ELEV+1.1'NAVD 1988 01rv-10'-u^ --� , \ SHEETTITLE: F XAEW YO \ �_ ti y �� �o R SITE / O'METER UTILITY ' ��� 5o SA/�j� PLAN - - �� � /� l ` � _EXI TING , � � POLE , � `� o�P o �`� / -- — — — — — —— / UNCaEIRZROUND F- SHEET NO: PUELIG WATER ®, FEt6HBQRlil6 // \ LINT: NEIL I [6 1 SITE PLAN SCALE:V-20'-0” (PUBC1c. - .X ATER)...'': . : : A j. LL:C-3 SCD - SION I + -rr SITE DATA SCTM# 1000-117-10-1 ADDRESS: 80 JACKSON STREET NEW SUFFOLK, NEW YORK 11956 OWNER: KIMOGENOR POINT CO. c/o BILL ARCHER 29 GREEN MEADOW LANE UNDERGROUND 29 NY 11743 WATER MAIN LEASEE: DONALD AND JESSICA BRENNAN NEISHBORIN21 REMSEN STREET RESIDENCE '� BROOKLYN, NY 11201 V RESIDENCE \�� SURVEYOR: Nathan Corwin,LS AS BUILT SEPTIC 5YSTEM 1586 Main Road Z James ort, New York 11947 - 1500 GAL SEPTIC TANK (ST) p ® W z LICENSE# 50467 Q �e \ - (8) 8' DIA x 2' HIGHNOVEMBER 18,2013 0 0 LP LEACHING POOL (LP) U. U. LP DISTRIBUTION ~ W \ LF POOL p w % ad 1-: LP LP a �J�� ") a o Z Z a D= LP 16 o Z 0: 0 1= z° LLI AS BUILT DRYWELLS D a-r' D=30' �� O JUN r > LLI - (4) V DIA x 2' HIGH c=18 C z m LEACHING POOL (LP) 0=22' ®�� ® UJ Y 9l D _ w Z. BRENNAN EaIDENG WH. _£v- 5 BEDROOMSuj s a� NO BASEMENT sof N W) CO UNDER& OUND N WATER E=16' 5ERVI ` UNDERGROUND F F=20' WATER WATER MAIN Ole 5fl' P �EoTNO: 0805 \ F-230' F=26' �- wN BY: UT AS BUILT DRYWELLS \ ° E UT 3) 5' DIA x 2' HIGH DATE: 617/16 LE INC POOL (LP) SC SHEET TITLE: \ DRIVEWAY SITE PLAN SHEET NO: NEIGHBORING \ NEI6HBORIN6 RESIDENCERESIDENCE SITE PL�n '- SEPTIC AND ®RYWELLS AS BUILT EIUILDINS WAIL FP EL 10'3 PT 6+1RADE LINE 6RADe LINE ELEVATION 7J F7. ELEVATION 6.7 PT. IE' 'N. FIiE�EVA77�1'iJ F'T ''`: ®R/1'NAG� SITE DATA •;Y � NSPECTIONS ARE R TOP OF POO 5.1 FT. 1 v4vFr • �;:` Contact T® REQUIRESCTM 1000417-104D s �4�^'%'i, S En ADDRESS: 80 JACKSON STREET "•,• Engineering at 765- NEW SUFFOLK,NEW YORK 11956 " Backfii� 1560 before SOT �R Provide En t? OWNER: KIMOGENORPOINTCO. O-POOL S.I Fr. POOL ' TANK IM X74, •\ \ 'zs};'s' Rha a gineer s Certifi 17 DAN GINGHAM,FRES. H G 2 MIN 1 IE,+4.77' IE,+538' ` \ i r.i= 1. r . t the d�ina�has been cati®n 170 OXFORD BLVD. -•�__�, v, \ n installed GARDEN CITY,NY 11530 ' Code. LEASEE: DONALD AND JESSICA BRENNAN \ * �~ 21 REMSEN ST.BROOKLYN,NY 11201 { `< N e,.o• •,.,,• � �": �`, EROS �SE®IIOPIEA9IT SEPTIC PROFILE \ `''�=}: hg�i CONTROLS SrrEARE�. 147,348 SF+/.=3.38 AC _ _'_> >,._ inc of be (N.T.S.) ' ' \ \ Nd�e but n limited BUILDINGS: 20,891 SF 14.2%PROPOSED LU �iaifi ed �• ZONING: Rao kaln Construction FLOOD ZONE:AESX W }` DRAINAGE CALCULATIONS FOAREA ><='' \ '\ +` V6/IrCcked,S�tlt Fe Entrance, SURVEYOR: NathanConxln,LS T Z :.+:�. ,• nCln 1586 Maln Road =Z �e@' t1011& James rt,Now York 11947 L OF ROOF DW-A \ '�' �`• NEIGHBORING - ' bf Ag a J/ a LICENSER Now r Y Y8L AREA k• :.? .. ENGE '�"�� � yor DRI' x RAIWALL% 1RLPIOFP FAG a,y ': \ RESID -; i t•• - 'n(�. Ct11r SOiiS. NOVEMBER 18,2013 I� O 07Y1 iII 9ZZ6 9F°x (2/IZ FT •S9y .. •f1^�• �y ISE,('T) O' DIAMETER x Z'HIGH FOOL `. ^: -, \ s\r:t, ii; F,asina O Q e7)O'X Z'STORM DRAIN RING.3913 Q).FT \ -'''ter�`; \ PROVIDED REGUIRBD wti^T_��.✓; `� >.'-. \ LOCATION MAP LL LL ScI13 GU .FT. PROcr r Z •^ `'Y"�v'-;:�:•• j PERMANENT STOW MA \ ...��. rOR A CR SEPTIC SYSTEM North TEST HOLE \ •;�, '�•`- = py ` R CONTROL MEA:"iRE •\ •= Fti :tiY '•• `� \ WOO 6��IG TAW(ST) Fork. .Y� __,. .+ \ \` r 't'ts Nev varvs.Ls Thr-.AL \\ ,• :i Y / \ -fe)a•v�A x s'NISN LP1,cNINs Country (l` SM "'L / POOL&P clubMID t' W C``>'-'•' t T-`-� a` �c�pN -FUTURE LOCATION FOR!4)D'DIA V LU BY MARK McDONALD GEOSCIENCE 4-J:�:>_ \ \rQ rtoov seee '� ■s NISN L ACNIw Pool taw) Z SOUTHOLD,NEW YORK 11971 NO SCALE \ 1't; 7; 'Y- '^ ' BOUNDARY / DIX CaSe TEST HOLE DATA 3H9h4 ELEV+6. \ ri°t `._ ;,' ` NOKs slLr � 7 ON I—z0 BROWN SILT CLAY ML U) 1.5 DARK BROWN I DAM 01 Z IL , LIP WATER IN PALE BROWN ;;r^- :n:v `tit dOSTING \ vRAi �DLItE/ vwA CMA \ '+ Q 17 FINE SAND SP _`r�;.i sixr^ �,t.<_.� - a \ TRW FROM eampc�• \ \ V COMMENTS:WATER ENCOUNTERED 'ra- ® \�ro DW A \ ;Y vim;.Y E� W z Z BELOW SURFACE,ELEV+ 7.8' ��' ti ti?r �• :--•� \ / a`r-u NEW SUFFOLK,NY 51TE �I ♦♦W�� _ 1 \ . PIPING R70lA G TANK TO LEACHING POOLS W O LP HIGHEST PREDICTED GROUND WATER ,v =:= "`�= `�?t?` / =Y 5 t via LP GROSSING FUSUC WATER LINE SHALL SE 4•DI SDR Ib 0 ELEV+1.1'NAVD 1888 e';i='�:�=.y - i?~,•%=^-tit^st: rEMPORARYON / RaADHe �'^ - PVC•'BI-UE VERTICAL SEPARATION ` ~•_ 1�A�I1RE9 '. NTH MN Ib• EXI5nNb BHTYEEII TOP OP TER LINE AND BOTTOM OF SEPTIC LINE _ i ii' '�_-' -.t':'' `Y_f.•e 1 PROP05ED HAY V ALES 4 SILT ACCESST� \'.i4 Y'+a_ PROVIDE MIH 10 PIPE CENTERED ON WATER LINE , •�;^'t�` a:•:y.� }•V.Y I FENCE OWPIS GOIL'.TW1G STORAGE yY. 't s a_c r-•T'a<t: ._., ..,, SEE DETAIL 64P2 / _ GRASS.✓ `.. '1.:.N+;', \ HEM CONTOUR- } .+--d•$'� / / APRON \ - ,• LP \ AROUND NEW AREA G . -,'_•'^_ t.•� _ // _ li ">� \ - ;1'':t fi- \ PEHMATOIT STORM 7Eli _ti,�v-F •„-'.'�� I /' // S70 5LAD \ •5..,, RUNOFF CONTROL .J ••C' %` PIR FLR G9' J•^ \ NEW D TAILLLS TYPo AL ,t e.•_a,Sir,t •���.`."''fF: / s .l ,'.-.r..:.. EXISTING TG7r SEE DETAIL HOLE IL 4&jq ILITY J28 •./ �'`/'`_�,' / —4 ...... Dw A • — ,?.:�•4"? •'!a^. / LINE FROM - q,pa ���� +TJ O - Tt�i¢T,�.,` DFI A 1 tll Q• .�;.•s ': / NFt6PiOI1T5 70 _ --3 a:-- O -� � .y.. „ve Z•�+ _ / -` ':Y^-J,.s:--tai: DRyy'BL•., \ — - O \\ _:��'_<�`x DWA \ J�• //•/ �ti i,e`c-ryT-�•'i • r;y;•`„=rte FIR FLR 103' - MEN •-•--�,•,•'w•• i - JU J. a� '��� -,t,,�:7.se:.` ' •� -'t�•.•_'a� - EXSTItL HL1F�E R.BLIG WA �n") _•..:,: y - \ <' -;..;r• _ EXI5TRIG FOOTPRINT _,amu LRE J¢CTfalE,a"�'PSt --<' u a :. ;•<F^ ,.t-i':":-,-<` _ �v �fi7AiR5,'FI74LKYtAY••-•>`�"�, -,�•;� .7,a:'��' \ W• ''� 'Iti ' -a,S - -. .._---- -- / ^ • 5}`t7C NF,RLN®SLt._ - -^ et<` .>., _ �' / .., \ i v���• '�'I�`.-"ice., - > -•i <., _.. •\_-_...Y. - Q f'• TION OF `•t'.arr'_ _?• '�.'a = \ n� \ .j-:..,^•:r _ `.i f,`4 .'S'' .-i. - Y:,�.. _ ARI'SYSTEM TO� it i•. - _ .---sem "LY-- - n )� - ''.. •{' � :�•<:"'�-'+,;.. �}(y=�•i+1�' ^- � •_ts'•'.'t .Sr M Co. V,-y'-tel'•^'- .,4 n•LitY P}LL�p M IIID A9AtDiO1�D r - i ^< ) y \ i ::�: .x', `y _ ^a_q '''�4."vt :i�"�"• l �pX / �R A•IOV®A9 - - i� )" P �'."', :y,••r:;.:_ _ F __ -�,: 'V 4=•L.r< ti . ,•E � ^�44`,i`r TEMPORARY ION ..�.'t `t_,, .t_. TEMPORARY ER031 - =•• - _ _, x:y:.:•=/ OL PROPCONTBAALES t SILT ,`'~ * ' MEASURES -c -T•n \ _ — '+`•'> -`':" wwr 6 CUrKSTwIGTIO+ SEE3 ••_:l•V:t�', I'.y� PROf�SED MAY R�LES SILT •a.•_ \ - •\ ..1� ��t=:`, •' LEVERED _>r DETAIL 5P]1 `y• '- I FBJGE DURRK COHS11af1GiION -ti 1+y •Q, _ \ BAY"NOCK `".`•> ,. /J'• VEE DETAIL 5-SP1 v `. +y \ rl_ •r ri." y •_- \ PATIO _,l,ti--4'a. - _ �I 1 •.5,,.:a.1>;... ;c`.•s>= _ pFXISnN&PUBLIC HATER LINE .> •'�' - `: - g ` �; •Jr`t-=t .:a_ \ uDERGROLwV DRATNAGE LRE GutrERs < DOYPROM - 't:.r \ rt t,; \\ ^': PROJECT NO: p tI` ``'�t` - - _ .:T�7�-��`Y• ,i res,:... ;:�: _ �rA'OMTO �_,y.. \PIELLS ��.i\i \\ '.E- OUOS zoNE^^� \D DRAWN B .REMOVE ARBOR - Beu1DART •'-7 PORTION HEDGE ��``'?+,^-rc \ ;,` --_ _ UT ECKED BY: TS ,� •P ..�:et i-�• - r• N •, �4/� •`t� 10/1114 - _ F'S L S E HET - �/ TITLE: .y - - - -.•r- _ - - WATER METER / SITE vis' cn PLAN W-AWIRES \ p_� // / AL OF STOR egTEE MANAGEMENT 4 // CONTROL SHEET NO: SITE PLAN �T'" �N, 1 NEIGHBORING NEIGHBORING // Date: �® �e P Z 4, "Y S� �-�- �G ESIDENGE RESIDENCE • SCALE; IINC Approve b e f RE51D NGF /t 2 BIDD NG & ERMIT SET - rf / SURVEY OF PROPERTY SITUATE NEW SUFFOLK TOWN OF SOU BOLD 4{. SUFFOLK COUNTY, NEW YORK cl� S.C. TAX No. 1000- 117 - 10— P/0 01 �I )IfV� SCALE 1 "=2D' NOVEMBER 18, 2013 0 NOVEMBER 17, 2014 STAK FOUNDATION DECEMBER 10, 2014 FOUND TION LOCATION °L� �l \�s NOTES: ��°° FRP l�l�l � 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATU A °°e� �`l, / EXISTING ELEVATIONS ARE SHOWN THUS: 0 s EXISTING CONTOUR LINES ARE SHOWN THUS: — FIRST FLOOR — GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO501 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 0> ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL l� 1 ��s CHANCE FLOOD WITH AVERAGE DEPTHS OF LEE'S THAN 1 FOOT �02� OR WITH DRAINAGE AREAS LESS THAN 1 SQUARENNUAL CHANCE FLOOD. AND AREAS PROTECTED BY LEVEES FROM 1 y l LFA ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); t v� BASE FLOOD ELEVATIONS DETERMINED / NP0 111001D -" UTILITY 1 °°° <F, POLE #26 °> HEAD ti 06 02 2Q R GF- ., N N ti°=� UTILITY feox Ty D 3 P �P 0 1J UTILITYof POLL-AP-1 ✓ ♦♦ s 1 ROVLC- `fy"''"'^ -� ♦ , v HEDGE�� ✓'s '(ONE 4. ZONE_AE(EL. s) _��_.r�_--`-------- ------- ..��I &������" ��!♦ RPM NO •, <. _ _ WATER ♦ F --I--- ZONE VE(EL. 8) w METER --UTILITY POLE NYT r SPLIT RAIL FENCE 1 2 F PREPARED IN ACCOR ANCE WITH THE MINIMUM f* STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. ANIE APPROVED AND ADOPTED ` FOR SUCH USE BY NEW YORK STATE LAND FRAME HOUSE TITLE AssoclATl FRAME HOUSE FRAME HOUSE F71 / 5 NFTC. O 77777777771 p "7 4` � 44 �,U; N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan T�f t Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR and u r v e y o r EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN -----—-- - ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stonle) J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND I !OZ Z NnrI i i TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout f ` I I! �r PHONE (631)727-2090 Fax (631)727-1727 a�— I I� THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS ���------��+ AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED, Jamesport, New York 11947 Jamesport, New York 11947 33--28213 SITE DATA \ SCTM# 1000-117-10-1 ADDRESS: 80 JACKSON STREET \ NEW SUFFOLK, NEW YORK 11956 OWNER: KIMOGENOR POINT CO. c/o BILL ARCHER \ UNDERGROUND 29 GREEN MEADOW LANE HUNTINGTON, NY 11743 WATER MAIN LEASEE: DONALD AND JESSICA BRENNAN ,d 21 REMSEN STREET Lu RESIDENCE S E G ,p BROOKLYN, NY 11201 RDENC \�L tt` SURVEYOR: Nathan Corwin, LS AS BUILT SEPTIC SYSTEM 1586 Main Road Z 1500 GAL SEPTIC TANK (ST) Jamesport, New York 11947 0 W Z LICENSE# 50467 Y \ — (8) V DIA X Z HIGH NOVEMBER 18,2013 co O LP LEACHINS POOL (LP) u- \ LP 1215MBUTION ~ W w LP POOLLu D L" -...... ..... .- -. ,-�-+u i^1..fr- ':`.'�' p'L:I t~>r!Vr•-' S —` (n Q LP SLP 'r t Z Z IL 15 In -14 00 .w a W�/ UJ z �$ O 0 Z m o ! Y :,at`3 g,3:•rt r f� ,il :�Y„isn�,�s E W - yGl G SU' r? nT. S• ii^.,i.ra'3s Tj ti. =^r-v G4!FSI(i1Gf ✓- I�vl C3i�- °.1.. y t2 } w , Varma �..-_ "^-'.�-l..•rmC.:i;t]. t•r om of Va3C���•.41u1.r 74 as Z. BRENNAN �o y Q17RESIDENCE &e- �l� \ 5 BEDROOMS _'' 'W NO BASEMENT �r r�,a ��,;•.yi s r� > w w• \ uj UNDERGROUND ' TW WATER SERV I GE \ UNDERGROUND „- �%C WATER MAIN PROJECT NO, 0805 \ \ DRAWN BY: UT CHECKED BY: TS OF NEW)'o DATE: 3/25115 50 Sqn^ �� SCALE: 1.._20._0.. \ DRI VEWAY / ���f a SHEET TITLE: D \/rV`.', V ~ g °� SITE D PLAN JUL 2 5 2016 18350=` SHEET NO: NEIGHBORING NEIGHBORING \ B��DYI�TG DE�° RESIDENCE SITEPLAN RESIDENCE ® ®� ® ®g,� '- SCDHS AS BUILT REScheck Software Version 4.5.0 Compliance Certificate Project THE RECONSTRUCTION OF THE Brennan Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 80 JACKSON STREET DONALD AND JESSICA BRENNAN Tom Samuels New Suffolk, NY 11956 21 REMSEN ST. Samuels and Steelman Atchitects BROOKLYN, NY 11201 25235 main road cutchogue, NY 11935 431-734-7420 tom@samuelsandsteelman.com ,Sq.+.wq.i Frn 4 e� d A�' •.:"F A.0�: .., w K.... �,k-'iF�°'^.,,'• Compliance: 14.0%Better Than Code Maximum UA: 620 Your UA: 533 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Arep Cavity Cont. Glazing Assembly or or Door UAf Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,082 19.0 2.1 0.043 90 Ceiling 1: Flat Ceiling or Scissor Truss 2,082 30.0 7.0 0.028 58 South Wall:Wood Frame, 16" o.c. 897 19.0 2.1 0.053 38 Window 1:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 1:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 1:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 2:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 2:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 3:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 3:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 4:Wood Frame:Double Pane 15 0.340 5 Window 34: Wood Frame:Single Pane 9 0.340 3 Window 44:Wood Frame:Double Pane 9 0.340 3 Window 44 copy 1:Wood Frame:Double Pane 9 0.340 3 Window 44 copy 2:Wood Frame:Double Pane 9 0.340 3 Window 44 copy 2:Wood Frame:Double Pane 9 0.340 3 Window 44 copy 3:Wood Frame:Double Pane 9 0.340 3 Project Title: THE RECONSTRUCTION OF THE Brennan Residence Report date: 09/29/14 Data filename: C:\Users\Erik\Desktop\Brennan Energy caic.rck Pagel of 9 'Gross,AreA CaVity 'Cont. or Door UA West Wall:Wood Frame, 16" o.c. 846 19.0 2.1 0.053 29 Window 1 copy 5:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 6:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 7:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 8:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 6: Wood Frame:Double Pane 15 0.340 5 Window 1 copy 7:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 8:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 9:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 7:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 8:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 9:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 10:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 8:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 9:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 10:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 11:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 12: Wood Frame:Double Pane 15 0.340 5 Window 49:Wood Frame:Double Pane 5 0.340 2 Door 3: Glass 37 0.340 13 North Wall: Wood Frame, 16" o.c. 887 19.0 2.1 0.053 39 Window 1 copy 11:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 13:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 12:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 11:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 10:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 9:Wood Frame:Double Pane 15 0.340 5 Window 34 copy 5:Wood Frame:Single Pane 9 0.340 3 Window 34 copy 6:Wood Frame:Single Pane 9 0.340 3 Door 2: Glass 37 0.340 13 East Wall: Wood Frame, 16"o.c. 686 19.0 2.1 0.053 30 Window 1 copy 11:Wood Frame:Double Pane 15 0.340 5 Window 1 copy 10:Wood Frame:Double Pane 15 0.340 5 Window 34 copy 1:Wood Frame:Single Pane 9 0.340 3 Window 34 copy 2:Wood Frame:Single Pane 9 0.340 3 Window 34 copy 2:Wood Frame:Single Pane 9 0.340 3 Window 34 copy 3:Wood Frame:Single Pane 9 0.340 3 Window 34 copy 3:Wood Frame:Single Pane 9 0.340 3 Window 34 copy 4:Wood Frame:Single Pane 9 0.340 3 Window 34 copy 5:Wood Frame:Single Pane 9 0.340 3 Project Title: THE,RECONSTRUCTION OF THE Brennan Residence Report date: 09/29/14 Data filename: C:\Users\Erik\Desktop\Brennan Energy calc.rck Page 2 of 9 Gross Area Cavity Conti Glazing or Door, Window 50:Wood Frame:Double Pane 7 0.340 2 Window 51:Wood Frame:Double Pane 4 0.340 1 Window 51 copy 1:Wood Frame:Double Pane 4 0.340 1 Door 1: Glass 21 0.340 7 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the RESc�hre�ckIn-spectioq Checklist. Name-Title -SS'gnature Da e Project Title: THE RECONSTRUCTION OF THE Brennan Residence Report date: 09/29/14 Data filename: C:\Users\Erik\Desktop\Brennan Energy calc.rck Page 3 of 9 C-1!0 rlr-e *vx, "' ffE DATA SCTM # 1000-116-06-24.1 EAST PARCEL ADDRESS: 50 JACKSON STREET / NEW SUFFOLK, NEW YORK 11956 • �ww� ` OWNER: KIMOGENOR POINT CO. c/o BILL ARCHER \ 29 GREEN MEADOW LANE J-4 HUNTINGTON, NY 11743 c��' \ LEASEE: DONALD AND JESSICA BRENNAN ON 21 REMSEN ST. BROOKLYN, NY 11201 NEST CRFEK S >>-0440,f ST �-� SITE AREA: 147,348 SF +/- = 3.38 AC BUILDINGS: 20,891 SF = 14.2% PROPOSED a•�: .i. WATSON ZONING: R-40 ® Lu Z .-t ACK51N \ / RESIDENCE FLOOD ZONE: AE6/X \ / 2584 ofLJ j LAWN / SURVEYOR: Nathan Taft Corwin III Z O 1586 Main Road 0L Jamesport, New York 11947 LL ' . ,. .. CLm Houma I _ ,.i LICENSE # 50467illlll BULKHEAD i DATED NOVEMBER 18, 2013 0 FOX : . I ,�:. ; LU RE5IDENGE ` COTTAGE It I w C111 1' `10 N M A L UA r I SLND WDOD BULKHEAD i �''' 155g of WOOD BULKHEAD I I – L 6ARA6ES North O 5035 of Fork G. \ YSUFFOLK COUNTY WATdR Country O �y \ ~ AUTHORITY UNDER6ROIlm Club li \\ '• = .>. WATER MAIN u:f RESIDENCE O \ ` ,. .. 2764 of � Uj Z \ ARCHER Case c W IN LAINN CANAL BEACH ew u o ve W �\ `� ;f' k f` - NEW SUFFOLK, NY S T FISHER APPARENT HIGH WATER MARK \ \ \`\ :.� 2348 of >:' _ ;�. NOTES �� �� '. '.•.: I KIM06EN0 _ -"• � `' R POINT COMPANY OWNS THREE olI '� '� .v:' SEPARATE PARCELS TWO OF WHICH ARE 1..51 REPRESENTED HERE. THE PROJECT 15 LOCATED FLOOD ZONE ON ONE PARCEL, w/TAX MAP ABOVE BOUNDARY LINE SURVEY INFORMATION SUPPLEMENTED RESIDENCE wVADDITIONAL INFORMATION FROM AERIAL PHOTOGRAPH AND FIELD SURVEY BY ARCHITECT °� Z \ IS, N. EXISTING HOUSE TO BE RENOVATED 3 J o O , 4 \ :•c,• .. AND ADDED TO KNEW FOUNDATIONW � NE t Wr,SEOOND FLOOR M �u z 2866 , = W• V H W N BEACH 1% E ' APPROXIMATE LOCATION Or- MARSH a N Q \ t• £;.:'� - NEW SANITARY SYSTEM, PER " W. N = Sol `C : i .. N. 6 - r \\ •-ec.• �• ''••••• ;�,;• I Bldg Dept copy firom ZBA \\ _ :;'•= '•,'� •. Final revi�wed documents \ •;•`•,. '-•: ...L ZBA F' \ '.�•r, I Date: / / PSE OF P1,S7 PSC. S Y , / J APPARENT HNWATER ATER MARK \ 6-.7F-.,EAT �/® 1 1 `\ 2268 of I , �Ci c78350-� �i `A \\ I PROJECT NO: PROPERTY LINE \ RE3IP IO, \ 5062 of DRAWN BY: TCS CHECKED BY: \ \ DATE: AN \`\ 6/6/14 =j SCALE: 1 = 40' BEACH SCALE: 1" = 40' - 0" I SHEET TITLE: 1 SITE PLAN SHEET NO: B REGULATORY A 6.4 X 6.2 6.5SITE DATA 6.4 d d. X 7 7 SCTM # 1000-116-06-24.1 (EAST PARCEL) ADDRESS: 50 JACKSON STREET c0 a 4 NEW SUFFOLK, NEW YORK 11956 OWNER: KIMOGENOR POINT CO. c/o ROBERT FOX 226 WEST LANE RIDGEFIELD, CT 06877 2.4 LEASEE: DONALD AND JESSICA BRENNAN 21 REMSEN ST. BROOKLYN, NY 11201 2.4 ° ° 6.4, SITE AREA: 147,348 SF +/- = 3.38 AC Uj a d Q d 6.2 a 6.3 3. BUILDINGS: 20,891 SF = 14.2% PROPOSED a FISHER ZONING: R-40 germ I>. d d RESIDENCE �O� FLOOD ZONE: AE6/X ® Uj Z F-- ° F.FL.8.80 Q SURVEYOR: Nathan Corwin, LS -j 2.5 O 1586 Main Road Z mm 0 ° . d ° Qp�,� Jamesport, New York 11947 0 LTJ.. LICENSE # 50467 2. 1 a d g: ����-� NOVEMBER 18, 2013 Q ® w 4. ° ° NOTE: Z LOCATION AND FOOTPRINT OF EXISTING HOUSE REMAIN ' d5.9 6.2 UNCHANGED, EXCEPT FOR REMOVAL OF SMALL ° d d X y ° PORTION NEAR REAR ROADWAY, AND ADDITION OFNorth C Z F`a NEW FRONT STAIRS AND CANTILEVERED BAY IN Fork Q ° �� d Q°a KITCHEN. Country z 0 Q �o Club O 0. ° . �y 7.4 ° ° 6.3 ° d X sy Q Z Q. ° a a 2.7 3.5 FLOOD ZONE Ca O > It 0 4 ° BOUNDARY O V 4.7 /L 0 2.0 '< Q ° X 2.8 , EXISTING E d 4 d 2.6 S EMOVE PORTION EXISTING eW Suffolk Ave U D&E. ACCESS TO D. 6 AGE ON GRASS vi/GONG. LU RP N LOCATION TINO ITAR SYSTEM AND P5 D ° ° LOCATION NEW SYSTEM 0K0\\xxE\11 d Q a o 1 ��i I V PENDING SUFFOLK COUNTY ° XA(, - 1� 3.9 . 6.3 HEALTH DEPARTMENT NEW SUFFO NY ° 3.2 EXISTING STAIRS 4.8 REMO\/E�PO TION OF �. d °d TO REMAIN EXISTING FIRS FLR. Q X 3.0 ° E STING OUTDQ00 5HOWER ° ° a a X 3.0 4•5 IRWA 5.5 O GATE T U<HEDGEEXISTING TREE 3. ° • Q ENCL05E EXI5TIN6 ° . O PORCH FOR NEW ° ° d UTILITY PORTION FIRST FLR. POLE #26 O� 6. 1 d Q X 7.4 N Q M 2.0 ° �� ° G d X6.2 ° 6.2 = J �• 000 O 3.8 BRENNAN R O PORTION E TING d w J. Z �� FIR TFL . TO INGR ° < Z 0\102.3 ° 4 3.4RESIDENCE GOV ED RGH^ = LUAU M = d ° �/L - FIN. FLR. a-O V EMOVE EXI5TING6.5 ., a N0 °. AIRS, WALKWAY B. Q ° ° W• N �L RENOVATE FIRST FLOOR OF G E. IWILL HEDGE ° ° -yam EXISTING OPEN PORCH HOUSE a PROVIDE NEW 5• ° d Q ° 7.9 Q . 3• d STAIRS TO REMAIN SECOND FLOOR X 6.0 X . ° 4 ° d d X • 34 �� ° • . � ° ° _ X Q CIO CO) ., O d X 6.3 d UTILITY X 3.4 ° 3.4 X_1.3 ° Q 7.5 ° a BOX ' 4.9 Q ° a' �� ° 3 X 8.0 d d d• t;� 4.6 EXISTING TQC , ����OF ft.r � 'p PATIO a 2.2 ° 1 °. O� PROPOSED a Q n�rPS 2.8 CANTILEVERED VE PORTION EXI5TIN6 ° L ST TO BAY WINDOW ' X 3.7 G VE LR.PORGH INCREASE co i t ° Q 3.7 ° X3.3 5.8 ° ° 8.2 ° d d a ° 4.0 X 7.3 7.8 - �. 4 0/6 07835r,A X_5.6 TF��� ° Q d X1.5 4 d a - ° NEW STAIRS. REMOVE ° ' ��` X-6.3 d .' ° PROJECT NO: = X 3.9 Q ° ARBOR d PORTION HEDGE d �'S' 7 1 0805 4 . d ° ° d ° j X 2.8 ° Q. 0 3.9 X 7.2 , DRAWN BY: °Q ° d y 4.0 5. 1 Q a �,A Q d TS Q 2.3 3.9 a d a Fqc� d d FS 7.3 CHECKED BY: a ° ° ° X_4.3 %Y •'�+�,,. ° 6.5 DATE: ° ° . d a d Q 2.6 ° ° : 3.8 ° Q d ° ' GE ROW a 8 . ° °. gA Q ° F rED ° 5. 1 0tv Q from encs 6/6/14 d g ° ° Q d d d d C r �. Q 6.6 gld9�ePt copy doom d ° Q ° d Q dd 4.3 a 4.5 4.8 �. 6 SCALE.. _ . .. ° g d 5. ° Finai reviewed d Q ° FLOOD ZONE d °. Q ° . X ` 2.3 ° '. ° 3.5 ° - ° 4.4' - Q ° " rw.xwmwm-u .wrnw.ww..ux , pate: 11� 1 - 10 - 0 Al X . BOUNDARY d X a d WAY � 5�""�"'" SHEET TITLE: ° ° d d d X 2.6 ° X 3. 1 . - d - a ' a . ° 4.6 0RIVE Q ° ,-,,,,...,.a..---a "'-"x."-" ,4.9 ° Q ° d ° d - ZO ZONE AE (E�• 6) Q ° x Q d ° ° 4.6 Q d d d ° °. Q 4.2 °d 1l� ° A. d •w.m,r+.xwrw.wnrnwr.nwwm�.e�w � .wx-axw--� ,� y wrww -- Z 0 N E V E (EL. 8) ° ^ a 4.6 N1 ETER Q ,.„,_,.. ,._..,..sl..,..._..-.. .,, Q.. . ° 3.6 UTILITY SITE ° --•..-- .""", ...r 2.4 ° m 2. 3.4 POLE NYT.000mPLAN X 5.3 X 5.2 SHEET NO: F.FL.6.88 MARSH %9 1 P L A N. KEAN RESIDENCE 81 NGHAM SCALE: 1"=10'-0" RESIDENCE RESIDENCE F.FL. 11.0 REGULATO Y APPROVALS - C TVED, --- - - SSP 9 2014. I-AP01,Gf•APPEALS, (il '-9" t" `1V2" by2" (oil 2'-by2" 10'-O" 6'-4" 00, 5420 6'-?y2" 4'-3y2' by2,/ by2. � Uj 2'-lOy2 5--W to IS' II b,_by2„ \ W2 31011 --'-_ J _. )2X4 POST (CASED) /POST --- ?® oL it==� I LAMPS TOP 4 SOTTO umz + II I IU. Existing wPl framing to remain 1 r r------- 1 OUTDOOR SH R I i I Ine of existing stairs t to be removed I �� co BENCH = 1 L_____ ___J 1 I Q �® - -� -- ---- Uj- m _ - II - -- --- ___ _____________ 3 O N / I I -_ 1 p/ / I I ,- ------� l' -----�--�in 13 I � _ G k � MW s I 1j1 I I I V 1 1 I I I I I II � z 0O i k4 -[2-' iq 010, OR E } it N I00 I I 3)2x8 I I -- TW21036 ITW106 6+ J 1 --------- 4-------1 11 I Q0. - - '�`O+ 11 I 11 `���---� -- - EX STING STRUCTURE TO REMAIN SHOWN w/LIGHT i-------1 i i i I Il `�� .7 i o N 1 N II �. • HATCH. GUT INSIDE AND OUT REINFORCE FRAMING d I I I I I I ► 24x80 l l Il 1= II y 01! TW18310 o M ~ I I -----, f--- --�.t \ ��Q/ I / _ _� AND EXTERIOR FIOVIS INSULATION, NEW INTERIOR % _ O ----------------------- --; --- I =�� --- -- ---- - --�!---- ------ ----- 11 _-- �IGLED FLI'[GH PLATE I i F- l'y W (3fI%2'hLVTwI/(I) /4"x9" 5TL.PL. 1 I W --- ' -� I OO I I > 0 - / --�� 02x4 r I I' l I o = - - UP = I I 1 =�I I OO I I 1 ANGLED FLITCH PLATE (3)a-I/2" LVL w/(2)1"x9" STL. O 5 " it0� � 1 I I„ II i i I j -�1 PL w/FULL PENETRATION WELD ® ANGLE BREAK O Q cn �i0� /�\\% � +� \1 32X80 i I l l I I T E I `ti I Q _ 13) VL �vL5 2x6 each el�d 1 MW� ;: ---- - - i---------- - ------ 211------------moi i (6)2x4 POST I I r-------- --i i---- -� N -------- I I I I I O I I + y2" ` \ Jl 1 3�-I�' i 14'-?,Y2" ,�� i i o\��`` I i i i GLG r i GLGPE PLAY ROO �` �i i I51_jY° I 1 = �- -�-' " N I I I 1/2xb@ TW18310 _ - _ 2 w I t i 8 i m l 6®I6" I6" o _ - 0.11. R.R. � •fl f' \ ------------=-(/ I r I COUNTER I �----� i F i to r `--_---- _-- o (4)2x6 POST N in N _ -.- _ ANGLED FLITCH I LATE - i 1 (4)2x4 P05T i ,''ice O2 6 P Obi i (4)2x� POST ,�\ I o "I I VL w/(2) g/4'_x9" 5TL PL. j _ Ni i (2L-142" LVL FLUSH / \\� M �0 I I = -------�--- - �i I _ -AN LED FLITCH PLATE (3)9-I/2" LVL w/(2)I"x9" o� �+ O2x4 -F� 1 .I F--------r----------------- - Z I II1 I I xl l I I u ► 5TL. PL. w/FULL PENETRATION WELD a ANGLE �1 lry I III I -1/2"x5-1/2"xg/�. I'1 I I I II 1 (�N l I I11 I S a 1 T I til I I r--- --N-, I 1 �D BREAK M 1 I ANGLES w/(3)/4 tB. I I I = I \ / �I _ \I I l I --- -��- --� ------- 1 o I / I Ili I EACH LEG I Y I I�1�7 �ry ml I i ROOM : I I 1 I III = O I I I`OO 1 H- �1 r 1 1 0 Q (5)-I-1/4 LVrL ROOM � I I 1 I -7 r � C >- 2 � I 11 '---------------- L, I S I I r 1 1 � I I II I r � ( I I L J M '� G Q O .- ., �� ___J _ 1 I 1 I I l 11 l 11 J (4)2x6 POST Q Y � cp j r- �'r------------- I-i I �� I I (11 Q N1 I I I'1-5 I �_J-1 / \ K !� Tw30410* Tw3 410* ``� N i �'' ► 1M I LY / I I N — xl I --- 1 -t- I 1 W —� \\ / Qj i \ ND HDR. TO I NI� //�FODt�7RTrONBEFOW-j1 IL---------�EXTE `��� o :� W• 0 N UT o FOOM I o = Q N 0 4-by2 1 I I _ ' (3)2x6 P05T5 o 1 l i tf)I I " V 1 1 I - 9-I/2 230 ® F.J. . I ---—- u - --- • N 111 9'-I IIo I 1 =11 1 �' 1 1 �' ` 1 (2)9-1/2" LVL W(05/4"x9' L.PL. I- o } 1 Ili d�I 1 '' to Line of second I zl ' - ` 1 3 41(* 1 W 6 1 1 ;44" 1 floor above Ni�1 m I I I (h -----1-I -11�--r 6------------� I 2 i I I i NEW STRUCTURE (INCLUDES INFILL OF EXISTING WINDOW5) SHOWN w/DARK HATCH. , I 11 re (3) 6 P TS � PROVIDE NEW FRAMING, INSULATION, �� I INTERIOR AND EXTERIOR FIN15HE5 ,'� I I �i li �`� i '/ ' . I I . I II ` 2)9-I/2 LVL HD - ---- -- I \ �Q� o¢C. SA o'Qi � AV (2)9-+I/ L V4/(I)5/4"X,:1" STL.PL. I � " ,' Y Gj 5 t 4 1 0 0 3 1 * 0 0 1 * 1 3 4 * I - - - p�� ` IVOfi� D 1 f `; q 00 I 1 1 O GH'00 P -ENGINEERED COLUMN w/2000# SAFE i \ `. i i 1 O WOKKING LOAD. P05T CLAMPS TOP 4 BOTTOMpooll I I I 1 COVERED l ! ---------------I -- -- ---1 ! Llne of existingwallslloiaJ AN LED FLITCH PLATE (3)9-I/2" LVL . �,��,. -; 10 to be removed w/(2)I"x9" 5TL. PL. w/FULL PENETRATION WELD PROJECT NO: a ANGLE BREAK 0805 01 ( ( ) I ) I DRAWN BY: � TCS KED-BY.- DATE: DDATE: 6/6/14 ALE: Bldg Dept copy from ZBA Final reviewed documents SHEET TITLE: ZBA I' # n Date: 1 . FIRST E't 10'-5" 101-511 10'-5" 10-4/2" FLOOR 51'-1 jVY SHEET NO: E"""" 1MbT FLOOR 10j" LAK N SCALE: 1/4" = 1' -0" PROGRESS PRINTS 9/5114 J s a�t"L`AiL SEP 9 2r!1 "0ARI.?+rj1•APPFt11.� 24'-3" 6'-8Y2" 2IV-?�2" 14'-0" OF I 11-0" W -011 '71-O" 3'-OY2■ 3'-8" 31-5" 6'-2" 2° 4'_8■ '11-10" 1 I Z O TW30410* I TW30410* O (3)2xDR.unk LL z LL m 40 full I _ co $' I BSD OOM TW3 10* 1 1 5TORAGE LY EM �i RDRODE (3)2x8 HDR _ window seat d, 1 o �o HALL x 1 Z 4 _ -i eft Y2 2 = ry O . 1 a1 w DN ——— —— ————— —————— ————————— v 0 b• b nke, 30x80 I " O BSD 100 .. +� O Q 2x12 RIDGE ts' r-- O O O — — - SKYLIGHT \ x 1 ABOVE W TW2 0 U26510 TW2 310 -- W m a BATH x I - R; ,a III ,w -- ------- 11 11 I m II n O LINEN rill O bunks LINEN II II � I 1 1 211 2x8 PLATE LAID ii ii I OVER LOWER ZC F I I n 1 T"i M4 LU _ - !ff ' HALL `' II II 1 r------ ! 11 11 I BST � 11OFFICE11 'a" ii K- N ii 1 o 11 c o E 11 BATH M x 11 n moo+ ry ry L--- � ii ii ■ v 7.LAYI +� I O 2x O P O n 11 11 I LONER zs�M�wr_ IMUMM IN Ill 11 IIIIIvI - — — — — — +� I — — _ 0 HALL I ad z. Z 2x12 RIDGE �o _ _ 2x12 IDLE I O WARDROBE DROBE INEN — — I N Q• R 01' 3'-10" I N Ll � ! �" I meg• � ° ry � o I & � W J - - — 0 1 a 1 r 10. — 1 r 4'- " 1 u Q[ O a Z LL 1 sk 5-I 3-2 0/2 3- - ly2 2-I Q M ( M W• ui �; ® POOR king p I W queen 2 x civ�en x N I � ry I o ry oCD � Q I— , BEDROOM o BEOOM M'b`5 ER `� ry � I =ry cn cn• I n n BEDEZOOM p = I 1 I 1 I 1 4V2r r I 9'-3Y2" OP IO'-W2" 12'-10" in I I (3)2x10 HDR. (3)2xIO HDR. (3)2x10 HDR. m co��� sq,� * * * * * SGT PROJECT NO: 0805 DRAWN BY: TCS CHECKED BY: DATE: 6/6/14 I 7 / I � t copy from ZBA SCALE: Bldg Dep 1/4 11 = 19 . 091 Final reviewed documents ZBA F� # 10'-10" 10'-Ion 6-`D'2 Date: SHEET TITLE: 1 11_/ r 11-011 V/ I 42! SECOND FLOOR SECONOE"w" F L 0 0 LR' PPL M" witmo ALE: ' _ ' SHEET NO: PROGRESS PRINTS 9/5/14 REVISED: SITE P 0 '7,` ''cupANCY OR / / SCTM # 1000-117-10-1 DATE:LO12-O 14 Q.P. ?-g -- USE 1S UNLAWFUL �w�w / �0�4 EXISTING SITE ADDRESS: 80 JACKSON STREET FElr�a����?� ��Y-:���- WITHOUT CERTIFICATE FiO i lt•( GI.�I�.Dud : .:�'i'I=,r ;;: _N I AT / 765-i .t?2 fa L., TO 4 FIV, FOR THE OCCUPANCY ,' CONSTRUCTION USED FOR NEW SUFFOLK, NEW YORK 11956 FO-10,02INU INSPEc.Ti FIV, DF - Www CONSTRUCTION F. FLOWliN,Tlcr - NT R OUI ED �� • �AGGESS OWNER: KIMOGENOR POINT CO. FOR DATIC U COti0R�""ri EXISTING SITE c/o BILL ARCHER 2.. ROUGH - FRAMING & PLUMBING ry�n ` ACCESS USED FOR 29 GREEN MEADOW LANE HUNTINGTON, NY 11743 3. INSULATIOrt �-.tp�4+� V ` � ` . �"�(� �.����- J'^ � CONSTRUCTION 4. FINAL - rOr:S1'RiUCTION PdiUST ;+C1°:","`@- ° '�5°I` H `'1 cis ACCESS EE CO?y�PLETE FOR C.O. �, � �. �,,, ; h� LEASEE: DONALD AND JESSICA BRENNAN EET THE r .r� .b., Ac�:: f'e. YaO�� , s . ALL CONSTRUCTION SHALL r.r --, .400,, 04ON 21 REMSEN ST. BROOKLYN, NY 11201 RECUIREF,1EIJTv OF THE CODES OF NEIN 8DUT1' ` 1,D T0writ (. D_7 T RESPONSIBLE FOR • �:•j ' 0�£ R SITE AREA: 147,348 SF +/- = 3.38 AC LUO >- YORK STATE. NO BUILDINGS: 20,891 SF = 14.2% PROPOSED RESIGN OR CONSTRUCTION ERRORS. 1 w' .�•4 ` PUBLIC ZONING: R-40 J CCY�`�L'i V.`I T H ALL CODES SOF UMLU �1.U,"91`R CERTIFICATION f .; LL NEW YORK STATE & TOWN CODES ON LEAD CONTENTBEFORE WATER ` O FLOOD ZONE: AE6/X AS REQUIRED A.ND CONDITIONS OFCERTIFICATE�FOCCUPANCY SIDENGE / � . 6 UiH0�OT0`r"!NZBA WATER .: SURVEYOR: Nathan Taft Corwin III LL t 1586 Main Road SO SOLDER USED'lN W James ortNew York 11947 ARD SUPPL?jSYSTEM CANNOT `j LICENSE #, 50467 O EXISTING SANITARY 1 2'Z l TRUSTE�S EXCEED2(10OFI%LEAD. ❑ SYSTEM ` / DATED NOVEMBER 18, 2013 UUSHED :41. PLUMBING W ALL PLUMBING WASTE I DO NOT PROCEED WITH &WATER LINES NEED WOOD BULKHEAD- GOTTAG LOCATION MAr W% FRA,',11ING UNTIL SURVEY TESTING BEFORE COVERING :" UBLIG pATION LOCATION OF FCUN HAS BCCN APPROVED. WA`T I North " EXISTING Country O la E . * ,�,► 100 _ RE5IDEN E Fork Contact TOS Engineering at 765-1560 before QUiRED • I PUBLIC ::1 SANITARY Club (L Backfill, OR Provide Engineer's Certification SETBACK = WATER SYSTEM that the drama has been installed! n ~" O _.r d to Code. I cD j Case 0- 0 Rd V - -'=�: ----------------- GARAGES EXISTING SANITARY . .: PUBLIC W Z CANAL SYSTEM _ LU WATER ew Suffolk SUFFOLK 6-OUNTY U o EXISTING SANITARY '`�.: WATER AUTHORITY W SYSTEM UNDERGROUND WATER MAIN I N/0/F PUBLIC, ION SUFFOLK, NY =: KIMOCENOR POINT CO. ,:` WATER ' , >- CONSTRUCTION S T PUBLIC WATER r RE51 DE G K STAG 1 NG 4 } CONCRETE I NOTE WASHOUT AREA I<IMOGENOR POINT COMPANY OWNS THREE SEPARATE PARCELS, ONE OF WHICH ARE REPRESENTED HERE. THE PROJECT IS LOCATED EXI5TI N HOUSE TO I ON ONE PARCEL, w/rAX MAP ABOVE EXlSTI N BE DE OL 15HED 4 RESIDENCE 5ANj TARY RECO TRUGTED AS SURVEY INFORMATION SUPPLEMENTED WADDITIONAL INFORMATION FROM AERIAL UBL I G SYSTEM TORY HOUSE '; PHOTOGRAPH AND FIELD SURVEY BY ARCH I TELT °a Z i TO BE . ! co Q M n • RADIUS 150 FEET o NO WELLS FOUND a o WITHIN RADIUS o w _j* 0 } LOCATION OF a LL UBLIG `:• 3T; NEW SANITARY o ;' W) WATE `;. I` SYSTEM, PER g w• IDENG ��` 5GDH5 U Q �• V ro .� CO Cn- CONSTRUCTION ` , STAG I NG 4 CONCRETEN101F SUFFOLK COUNTY WATER WASHOUT I ADELAIDE FENTON AUTHORITY UNDERGROUND I AREA PUBL•fG WATER WATER MAIN I AREA OF �pF nEw Ya,� EXISTING SANITARY LAND co' SYSTEM S 1 DENG D I STURBANGE o �N \ I PUBLIC � �`° WATE PROJECT NO: PROPERTY LINE RESIDENCE 0805 PUBLIC EXISTING SANITARY DRAWN BY: 4 TE SYSTEM UT 0 CHECKED BY: TCS Nz J� U rbIll" LANQj� DATE: 10 11 / 14 SCALE. 1 — 40 ` SCALE: 1" = 40' - 0" SHEET TITLE: �7REA,,;r '4,o BEACH PGOI�I C. ��T y OVERALL BAT �Gyw S ITE PLAN SHEET NO: BIDDING PERMIT SET-- 131,11LDIN65 YiALL FF EL 10.5 FT rev& an A% (5RADE LINE ELEVATION "I.1 FT. &RADE LINE SITE UATA rvRAPE LINP ELEVATION -1.1 FT ELE\/ATION 6.1 FT. I- MIN. 2' MA�<�� SCTM # 1000-117-10-1 ADDRESS: 80 JACKSON STREET 1/4"//FT. NEW SUFFOLK, NEW YORK 11956 TOP OF POOL 5.1 FT. -EACHIN 5EFTIO OWNER: KIMOGENOR POINT CO. TANI< 4 POO c/o DAN BINGHAM, PRES. BOT OF POOL 5.1 FT. +514' 170 OXFORD BLVD. 1E. +5.05, 1E. GARDEN CITY, NY 11530 2' MIN I E. +4."77' 1 E. +555, H167HE5T FREDIOTED 67ROUND INATER ELEV +I. j- LEASEE: DONALD AND JESSICA BRENNAN 21 REMSEN ST. BROOKLYN, NY 11201 &ROUND NATER ELEV +0.'I' -011 SITE AREA: 147,348 SF +/- = 3.38 AC _011 81 0, 70k BUILDINGS: 20,891 SF 14.2% PROPOSED SEPTIC PROFILE ZONING: R-40 (N.T.S.) FLOOD ZONE: AE61X Uj SURVE�011: Nathan Corwin, LS 1586 Main Road Jamesport, New York 11947 ............. DRAINAGE CALCULATIONS FORARE NEI&HBORIN6 LICENSE # 50467 ILL RESIDENrE OF ROOF DW-A NOVEMBER 18, 2013 DR,r PNELL AREA x RAINFALL x RUNOFF FACTb�_' EXISTIN& LL (VY4-A) 5,226 SF x (2/12 FT.) x 1,-0 556 CU. F TREE LL LOCATION MAP USE: 0) 51 DIAMETER x ZHI,&H POOL ,U. FT. (-7) a' X 2- STORM DRAIN RIN6 C I? PROVIDED REOUIRED OU) North FROF05ED NEN SEPTIC, 5clI.5 CU. FT. > 555 CU. FT. M RE65f'BTEM FOP, A 5 BEDROO IDENCE 0 PERMANENT STORM NA7ER Fork - 1500 &AL SEPTIC TAN< (ST) RUNOFF CONTROL MEASURE - (e5) 5' DIA x 2' HIOH LEACHINO Country NEN DRYNELLS TYPICAL POOL (LP) Club Uj SEE DETAIL FUTURE LOCATIOt Z 4 FO� (4) 8' DIA -F Y EROSION FLOOD ZONE OIL (EXP) TEST HOLE 5PO x 2' HI&H LEACHINC 4 SILT -URE5 \EXP < E30UNDARY BY MARK McDONALD GEOSCIENCE Ur-TION FENC, DuAAIt*, Case 0 SOUTHOLD, NEWYORK 11971 NOSCALE W 0 Rd EXP TEST HOLE DATA ( 3/19/14) ELEV +6.9' CIO 0 New Suffolk Ave \4 LP 1.5 FT. DARK BROWN LOAM OL 4.0 FT. BROWN SILT CLAY ML DA A 0 DNA DNA UNDER6ROUND T. FINE SA EX15TIN& DRAINA&E LINF,--' LP ND SP 7.8 F TREE FROM 6UTTpK5 4 - -----el Uj Uj DN A VONNS!,-OUT5 TO SITE WATER IN PALE BROWN EXP 17 FT, FINE SAND SP LF UNDERSROUN FIFINS FROM SEPTIC, TAN< TO LEACHIN6 POOLS COMMENTS: WATER ENCOUNTERED 7.8' Uj 0 ORO551N& OV PUBLIC NATER LINE SHALL BE 4" DIA, 5DR 15 LP "BLUE NITH MIN 16" VERTICAL SEPARATION EV +0.7 �' j ------ PVC,, BRUt /REMOVE FORTI HIGHEST PREDICTED GROUND WATER BETAEEN TOP OF !��,TER LINE AND BOTTOM OF SEPTIC LINE. TEMPORARY ON 20 IFE ER051 5 HEDC CENTERED ON NATER LINE. EXISTIM ELEV +I.I' NAVD 1988 PROVIDE MIN : CONTROL 11�EASURES, To ............ ................ 5TORA&E ON AC, E RE RADE PRO=05ED HAY,-5ALE5 4 SILT .......... FENCE DUR JN6 CONSTRUCTION NEN CONTOUR SRA55 WOON C LP AREA AROUND NEN EPTIC, ............_'_ .......................................... APRON SEE DETAIL 5-SP2 SYSTEM AS SHONN . ................... .......... .......... .....--- -- ........................... PERMANENT STORM ATER .......... ....... ................. .......... RUNOFF CONTROL M A5UIRE ............ .............................. ........... ..............................I............ ............................................... ............ NEN DRYNELL5 TYPI AL ........... .......................... 5TORA6E 5LAB`_`�+ ......... "FLR. 6.5' SEE DETAIL ........ ........... ................... ............ .......... ...... ........ TEST .......... ............................. ................. .......... ............. EX15TIN6 ...... ...... ........ ......................... ................... ........... .. ........... TREE HOLE .............. ............ ............ .......................... EL +6.,q ......................... ... .................... .................................................................. ............. . ..................... ........ ............. ... ...... .....A.... . ......... .. .......... ............. ..... ...... ...................................... ...... ........... ............. ......... ........... ST ........... I I ............. - . 1. - - t I ............. ............... UTILITY EXISTINA ad z......... ................... ............................... . .. ........ ......... .. : -AY.-.- .............. POLE #26 ......... DN A UNDER(SROUND t�"INAC71E . . ... -7UTTT4 LINE FROM C RENNAt DUYXNSPOUT5 TO DN A DRYNELLS /ju x NEN ........... LL' _j W LU Ur UNDER6 UNDER6 0 PUBLIC NA -7 HOUSE V41THIN LINE Ln 0 RE.Mr_ W ........ EX15TINC cq ............ ..................... < . ....... FOOTPRINT........ . ....................... ............ LK AY*%l ............ ............. ........... z... .............. ....... .... ........ .. ................. < > ........... ... ........- . ........... .................... .......... ....... ........................ ........... ........ . ............... ........................ ..... .. ..... ........................................... < > ............ .. ............. ................... ...... C0 W ....... . ................... ............ > . .. .... ................ LO,4ATION OF EX15TIN6 ............... ................... ............................. SA ITARr' SYSTEM TO BE .............. ................................. ............. ........................... . ..................... ..... G ............ < . ....... ............ UTILITY F�_LED IN AND ABANDONED ......... .......... ... ........... ............. ......... ........ ................ .................... BOX dR REMOVED AS REGUIRED ....................... ........... ..... ........ .............................. .............. .. .............. ........ ... ......... .. ................. ........... ...... .... ......... ... ........................... ........... TEMPORARY Ef .......................................... ..................... .. ........... 05ION ..................................................... ................... .............. ........... ... .....�l.:.....�...............+...............+.. . CONTROL MEAS RES ................ .................. .. . ....... .............................. ................. ...........I...................... . .... ................................. ... ..................................... ............ ............ C) .......... HAYIDALE5 4 SILT ............. ........ .......... ...... . .. ...... ............. ...... ... . .............. ......... .................... ............................. ...... ......... FENCE DUR N CAONSTRUCTION ............. ........ ............ TEMPORARY ER05ION .......... .......................... ........................... ............... ................. ... .......... SEE DETAIL 5-5F2 tAEVV Yo/" .............. ............. ................ CONTROL MEASURES CANTILEVEREr PROP05ED HAY BALES 4 SILT BAY NINDOA ................... ............. ........................................ ................ FENCE DURIN6 CON5TRUr.TION .......... ..................... SEE DETAIL 5-51`2 . ....... ....... ............... �:..�-.+.+.-..-.-.+-.-.-.-.-.-.+-...-..�..........I EX15TIN& PATIO EX15TIN6 UNDER&R�QND Lj I-UbLIC, NATER LINE 0 UNDER&ROUND PROJECT NO: DRAINA6E INE -7UTT . . . FROM C 4 DOANSFOU T 0805 DRYNELLS D DRAWN BY: FL 0 ZONE C) BOUNDARY EMOVE ARBOR 4 \Z P UT FOR I ION HED67E CHECKED BY: TS DATE: 14 10 / i / Vk DG SCALE: ��EXISTINS OR - 011 10 ODSHEET TITLE: e',ZONE� ZON E-.,.V' W TER METER UTILITY SITE POLE NT PLAN TEMPORARY ER05ION CONTROL MEASURES PROP05ED HAY BALES 4 SILT FENCE DURIN& CONST]IRUCTION SEE DETAIL 5-5P2 SHEET NO: ILI Lm NEI6HQ0RINr:,-, NEI�HBORIN& ____6 I DF NEI&HBORIN6 RE -NCE L RESII�)ENC,E RES I PENr-.,E SCALE: I"=10'-O" BIDDING 13ERMIT SET I STRUCTURAL REVIEW BY STEVE MARESCA, PE OT 5 188-0-7 WEST MONTAU< H I OHWAY, HAMPTON BAYS, NY I I cI46 SIMPSON LSTA - 20 GAGE PHONE 651 -728 ci480 RIDGE STRAP - ALL ROOF RAFTERS w 2 x b TIE o EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT S I N6LE FAMILYRESIDENTIAL REQUIRED - 24" FROM EDGE DION IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE HEIGHT PRESCRIPTIVE METHOD ALTERNATE POSITION OF I I HURRICANE CLIP USE 55 -0 11 MAXIMUM G OUND SNOW LOAD - 45 PSF. W SIMPSON H3 z FIST LEVEL - 40 PSF. L.L. LI INC AREAS - 40 PSF. L.L. SIMPSON H2 HURRICANE B�DROOMS - 50 P5F. L.L. CLIP NAILED. FROM J RAFTER TO SND. - FIRE AREA NIRAFTERSND SPEED - 120 MPH ILMLLu 55 - OdTYPICAL AIDS EAC END SEISMIC DESIGN CATEGORY - B 0 RESIDENCE: X WEATHERING - SEVERE O U. YNOOD TO APA RATED � OF TOP PROVIDE ed COMMON FROST LINE DEPTH - 36" PLATE. NAILS O.C.Sof ALL TE MITE - MODERATE TO HEAVY 0 cl) SHEATHI TYPE OF CONSTRUCTION D GAY - SLIGHT CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REG2UIRED - YES Uj V CONSTRUCTION WZ GENERAL NOTES � z O U) O I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY �. ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. O PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. O TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 0 MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. SIMPSON M5T2'7 W 1 I/2" WIDE - 20 6A6E 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL W METAL STRAP o458 Or.,. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. it DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. W 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 0 2 x b oIb" OZ. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. I1. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE STUDS 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS To BE ASTM MW FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND VERIFIED BY CONTRACTORS) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP AND OWNER. AROUND SILL PLATE ,4 - Od NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS SIMPSON MST217 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. li 1/2" NIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP o48. OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL NAIL SHEATHING To BILL PLATE CONCRETE SLABS TO BE COMPACTED TO 015% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 8d NAILS o 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. orf Z • o to 'i. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2r, SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q 2 x b SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY+AZO n TREATED. SUPPORTED BY DOUBLE UPRIGHTS, Q.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. .� a SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWINGFoo}v FOR DE516N. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION To w _j •. w z a 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT E- a PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE Woo zui Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED Q N 0 o CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w • N 0 We _4 AND DECKS ETC.. um 25. THE NY5 CODES ALSO APPLY TO ACCESSORY Q F- . HOLD DOWN + SHEAR CONNECTION lo. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. cn CO) CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD SEE SHEET #4 FOR FOUNDATION DE516N 4 5PECIFICATION FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OFNEWYO ��Q�hP5 c S'q Rs� NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 4" ols35o 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox.. EXTERIOR EDGES AND 6 d ® 12" ox.. cC ? T BETTER. INTERMEDIATE. � SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" PROJECT NO: �jh MIN. THICKNESS OR AS NOTED. Il. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1105 RAFTER/TOP PLATE 5-Sd (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o <'10 ° CEILING JOI5T/TOP PLATE 5-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER ?-I6d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION I-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFSBLOCKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER ATE: o �Io RIM BOARD/RAFTER 2-I6d (END NAILED) WITH DOUBLE UPRIGHTS, 9 O AND OVER WITH TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) CONNECTIONS. 10/1/14 TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM of 2-2X8 OR AS SHOWN ON DRAWING. STUD/STUD 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA a 2-I6d (FACE NAILED) h HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: lo° O (45 O BOTTOM PLA LOOK JOIST - ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING S TE/F 2 I6d (FACE NAILED) CIRCULATION IN ROOFS. STIFFENERS INSTALLED o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL yh �hj BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc.) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 5-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 0 lo° o X45° LEDGER STRIP/BEAM 3-I6d (PAGE NAILED) �• DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES & PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF to < o iso JOIST ON LEDGERB EAM 5-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS AT HIGH PR PROVIDE R COMMON NAILS o 4'ESSURE ZONE - b" O.G._ BAND JOIST/JOIST 5-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14 AVE 2 ROWS OF I/2" DIA. ALL MULTIPLE LVL PRODUCTS TO H Io100( o k5o o PLYWOOD ROOF DECKING 8d04" O.G. EDGES, ®>8" O.G. FIELD TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS T H O.G.. SHEET NO: STRIP SHEATHING 8d (ONE/RAFTER) PROVIDE bd NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd ®4" O.G. EDGES, ®8" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PoRTIoN5 OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, ®1:2" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED To NOTE t a = 4 FT. IN ALL CA5E5 SHALL RECEIVE 4-I0d NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. TOP OF GRADE CAST IRON FRAME AND COVER TO GRADE (AS REQUIRED) TRAFFIC, SLAB (SEE PLANS FOR LOCATIONS) GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE w z Development activities for this project will consist of: _ W — 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1-4 2. Clearing of landscaping in areas shown on Site Plan 8' DIA DRAINAGE BASIN, 3. Excavation for a new building foundation (+/- 3 ft below finished grade) z 0 ® ® ® ® ® ® ® ® ® SEE PLANS FOR HEIGHT J N 0 4. Construction of a new foundation umO 0. z o 3' min 5. Construction of the new addition to the existing residence w 4 > ® ® ® ® ® ® ® ® ® 0 6. Installation of new landscaping plants, lawns O V" LU �-LU a ® ® ® ® ® ® ® ® ® w 7. Removal of the temporary erosion control measures V' LU ® ® ® ® ® ® ® ® ® BACKFILL MATERIAL TO SITE DATA ocom BE GLEAN SAND AND® Site Area: 147,348 SQ. FT. = 3.38 ACRES® ® ® ® ® ® ® ® GRAVEL — — Receiving Waters: Great Peconic Bay W z Contractor: N/A N GROUND WATER— _ _ _ _ _ — POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water manageme t and erosion and sediment L,_ Z PERMANENT STORM WATER control measures including, but not limited to, the following shall be employed during construction: 1� RUNOFF CONTROL MEASURE WIRE FENCE W/ C/) 1=1LTER CLOTH A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall a 2 STORM DRAINAGE RING TYPICAL BOUND HArBALE remain undisturbed. NO SCALE O 02 W9 SURFACE B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are ,. DRAINAGE exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is grated by the NYSDEC. Graded Z FILTER CLOTH MIN. x y y PLOW and stripped areas shall be kept stabilized through the use of temporary seeding as required. eed mixtures shall be in W W 6" BELOW GRADE accordance with the soil conversation service recommendations. k C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within `1 days as sections are ti Y A � completed, or if construciton on an area is suspended, the area shall be seeded immediately. W LU O METAL WIRE PENCE K/ FILTER a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots a d stumps. CLOTH AND METAL POSTS 10' b. Soil Amendments MW 0 MAX SPACING 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) � tit � oft N t ANGLE STAKE INTO c. Seed Mixtures OR PREVIOUS, BALE 1. Temporary seedlings 00 -AIV- a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook" winter a cereal a 100 lbs. per acre 2.5 lbs per 1,000' s ft. use winter a if seeding in �, t �,., -,,SURFACE DRA I NA,C E FLOW rye ( rye) @ p ( p ) rye 9 • 0# oft XX October/November. � 0# tt 2" REBAR,STEEL PIGKE'TS OR 2Permanent seedlings - See Landscaping plans 2" X STAKES F 10 2" IN D. Th .e length and steepness of cleared slopes shall be minimized to reduce runoff velocities. F,u off shall be diverted away from GOA BUN A� DRIVE FLUSH 10T TOP cleared slopes. � Z E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public r ads or drainage systems. ,.k BOUND HAYBALES (ABUT TO Sediment barriers shall be installed along the limits of disturbance prior to the start of construe ion and shall be maintained until co a- " "" w ADJOINING BALE TIGHTLY) construction is complete. �, o HALEBALE TO BE EMBEDDED INTO F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. TheLi & ° W -J SOIL MINIMUM OF 4" AND BINDINGS construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be t Z LL PLACED HORIZONTALLY removed or cleaned on a daily basis. M w• 0 o G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainag inlets installed on site shall be 2 U1. N WRAP SILT PENCE UNDER HAYBALE protected from sediment buildup through the use of appropriate inlet protection. a �. AND DRIVE STAKE THROUGH. H. Appropriate means shall be used to control dust during construction. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainagesystems shall be CO TEMPORARY STORM WATER cleaned and flushed as necessary. J. The contractor is responsible for inspection and proper maintenance of erosion control measur s. Inspections RUNOFF CONTROL MEASURE must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance EROSION & SEDIMENT CONTROL DETAILS measures are to include, but are not limited to, cleaning of recharge basins, sediment traps an drywells, cleaning and repair of NO SCALE sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. �Ew Yoe A K. During construction, the contractor will comply with all local regulations concerning the disposaof solid waste and debris and �. G.SA/l4 toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Tempora fencing shall be erected as � �� ��� o °= shown on Site Plan along with the placement of dumpsters to control the buildup of debris. Th contractor shall periodically r ,�u. clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. The contractor will report any required modifications to the SWPPP necessitated by field conditior s or construction activities to TC1835�' G,2, the Engineer/Architect for revision of the SWPPP where appropriate. PROJECT NO: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 0805 Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete EDATE: Y: UT septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and D BY: siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, iping for plumbing, outdoor TS paving materials. Waste materials shall include demolition materials from the existing building structure, unused building materials and products, 1011 / 14 trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily SCALE: stored and dumpster shall be emptied weekly by a private carting company. NTS SHEET TITLE: SWPPP DETAILS NOTES SHEET NO: BIDDING & PERMITS 61' 2'-6Y2" 101_011 111_At�2N 4'-*2" r I U 3: z ot I I' ---1-------------------------- 1 . ,-------- r----7-------- - t — - - �__==== -i 0 LL GUT DOWN STEM WALL TO I 1 = t i= - I I.I.. UNDERSIDE OF SLAB FOR DOOR OPENINGS t t iN I III —— — — — — — — 8"xl6" GONG. BLK. PIER ON cri1 '-O" 51-� " 1 ,- — — —� II —— — — — — — — -H 24"x24"x12" THK. P.G. FOOTING ,4 II I FOR DECK PIERS ABOVE ----1--------------� - r -- --1 r---- 12" EEP THICKENED 1 t 1 5LA w/(B) #5 BARS, FULL i i i :j Y "+' i W :>> 2'2x8 TR. FW' 1 I 1 LEN TH I i 1 < . .,.,..: I 1 I 1 1 41 41-`Y211 '� I I I 1 i------------i r-----i _ L------t L--- J 6.41N - � I I I I 1 2 13-IoY2_I_ '• I - I I i 4' I Z 111 ------------------- ---------- I 4 K. GONG. SLAB I I cr I � � � i ------------ - -- - - - 1 i REI FORGED w/#,% bx6777777I O 1 W.W. . ON COMPACTED I I I 1 I 1 I 1 1 I I _______ ____ _ 24" W. x 12" P.G. FOOTING w/(B)#5 BARS. I I SUB GRADE I I .+ 1 - - - - ------- -------------- ------------ -------, 1 I , t `�� SEE DETAIL BELOW r ____ O PROVIDED IN FOR \ 1 l 8' THK. REIN . P.G. FOUNDATION WALL w/I THK. --------------------. } 1 I ' 11 1 I I I 1 T z WASHING MA HINE, TIED ,� _ i i i GONG. STUCCOON GALV. MESH INTO SANITARY SYSTEM I - dJ 1 I i W _ CANTILEVERS BAY ABOVE RAKE SAND SMOOTH 4 LEVEL ^' II-'1 8'1 I 1 r:. ---------J . N N u r-------- LVL@ i6 - I 1 -I r8xlb" GONG L PIERS " " to i '>•� � 1 , ,:.- , I ON BO x50 xlb THK. OGK 1 P.G. FOOTING w/(4) " '. �----- ------------L-- -1-------- ---J '. , -----� -- -- ----- 1 I #5 REBAR EACH WAY, SET 4 r_ -------------- 1 1 I I I 1 I I I I OFF BOTTOM FOOTING ,. ...,., :. .,, ;; 1 — (3)2x10 GIRDER I i — I 1 I I (3)2x10 GIRDER L------1 I ----- ------------------------ ---------- ----------------- 72 2u--------- — _ I �f — — — — -F i --------------------------------- Y ----------- I I I I I I 81_gll I - .*1-dN -�'-�{" I --ITf— PROVIDE CLOSED ELL I i -RL - - SPRAY FOAM ! I r r I I INSULATION ABOVEI i 1 I I I I I I i {" \\ N� — cw� ------- --------------- — N� I I tt — — - — — - FRAME 4 PA EL BASEMENT ACCESS DOORS -t 1 I ` T- ' -- __ I w/GALV. HINGES 4 HARDWARE in tr r-- -1 r-- o ' I L--- ---- \ r-- 1 I I I I I / I I I I 1 Q• c a m i (2)2x10 FLT I .�.w\ I (5)2x10 GIRDER I 1 _ 1 I _ t — —4 (4)2x10 61RDER (3)2x1 GIR ER 1 1t I 1 C (3)2x10 GIRDER I I J C a 0 I I / 1 1 I 1 I I rn } ` L --- J L-- L------1 L_- �^- �- / --J I I �- ----- - - ` L-----J H � Z Z LL \ a W' v ui o 2'-bY.2 41 :21- 11 , .` {/ N v�p ____----- in 0 -- —'� ------- ( I I N =ry �) N co I 1 I r---------------- --------------- CRANL SPACE J .*. I to 1 RAKE SAND SMOOTH 4 LEVEL r I I _ I I �:• _ PROVIDE SIMPSON it1 di #LU528-3 (TYP) , N `fl I m IL--------------------- --------------------- ------------------------ ------ ----J I �--- --1 �--- --I 1 _v I I Yo, I I I I I - O I I 1 I / i l 1 ...... . ,..:- :, ...• ,....... :.::;:=. r _ :.�: _�;;�, I I Slats 1 !. (2)#5 REBAR o G` �' L -------------------------- -------------------------- -------------------------- -------- -1 I I 1 I <1 (P L-----J L-- —J O N tee" 2xb MI6" TR. WD. JOISTS 2xb ®I6" TR. WD. JOISTS 2xb ®16" TR. WD.. JOISTS 2xb Ib" TR. WD. JOISTS 2xb 616" TR. WD. JOISTS x� a1 c� x �t� �x v #5 REBAR ® 52" 00 .n� c1s35o IN 8" POURED CONCRETE WALL PROJECT NO: ----, ,--- -- , ,--- --� �- ---, -- --� ,---m -I 0805 I I 1 I (2)2x8 TR. WD. FLUSH 1 1 (2)2x8 TR. WD. FLUSH 1 I (2)2x8 TR. M. II-LUSH I 1 (2)2 8 TR. WD. FLUSH 1 I (2)2x8 TR. WD. FLU54 1 DRAWN BY: - - �- - - - I - ...* 1 - I I I 1 1 I I I f 1 I I - I TCS 2' 6" 24"x24"x12" THK. P.G. FOOTING #5 REBAR a 52", SPLICED 50" 2x4624" TR. . FRAME UNDERSIDE _ _ _ _ __ _ _ _ _ _ FOR DECK PIERS ABOVE DATE: DECK TO 6 E, w/PAINTED WOOD I I 10/1/14 LATTICE PANELS, PVC FACE FRAME — — — — — — —— — — — — — — — — — — — —— — — — — — A . — — -(2)2x8 TR-VV rLUSW — — 24" WIDE x 12" THK. POURED 1/4" = 1' - 011 — — — — — — — — — — — — — GONG. FOOTING w/(B)#5 REBAR SHEET TITLE: 2 FOUNDATION PLAN DETA I L 51'-I jY2" I SCALE: 1/2" = 1' -0" SHEET NO: F 0 U N DA T 10 P LA 14. SCALE: 1/4" = 1' -0" BIDDING PERMIT SET 24'-3" 111-5" I I'-In 13'-1" 1V2■ - 6Y2■ 6" 2'-0/21 10'-O" b'-4" 5'42" b'4/2" `1'�-�2" 6Y2° 0/2 I 14'-0" 2'-8" 60 551-111112-102' B'-W2" 10'-1" 5� b_OJ/2 Luo >- 3: z RE-GO 57 RUCT DECK 4 26310 SHOWE OL05URE TO MATCH E ISTING (5 2X4 POST (CASED) I q/POST LLO ?® ( G AMPS TOP 4 BOTTO O LL 4" THK. GONG. ELAB ry LL REINFORCED I/ 1Ogo 6x6 W.W.M. ON GO FACTED y SUB-GRAD :)UTVQOR 5H R EXTERIOR WALL w/SHINGLE IDING ON 30# oco BLDG. PAPER ON ON 5/8" PL WD. SHEATHING TILE ON I ON 2x6®I6" STUD FRAMING. PROVIDE R-IQ GONG. SLAB BENCH - BATT INSULATION PER SPECS. o 7:17 �® W In l ry �0 1 1 p 2 D I'IUD MI=GH• _ i i I _b �t ROOM IN ZOOM O� GONG. SLAB ----------AD m d > i- PONDER 00,ITO - - {3 2x8- TW2 310 TW2 310 -d ------ _ tom- - i--- --- o F 36x80 ----- -� r--- --- 24x80 ��Q/ 10 -- ----------------------- g O 1 ry+� _ 1 5'14' ------k`f,_t: -- ry 1Liu lry 1 1 l� --- --- -------61 B A 24'-3" b'-8y2" 21'-?�2" -40 14'-O" 51_ 2" 4'-8" LUO >- z TW30410* TW30410* Um unk (3)2x8 HDR. I O ten U. EXTERIOR WALL vi/51-11INC7LE SIDING ON 30# U. full BLDG. PAPER ON ON V PLYWD. SHEATHING ON 2xb®I6" STUD FRAMING-I. PROVIDE R-la BATT INSULATION PER SPES. O (D U) a : WOO FLOOR TW310* STORAGE W NRDROBE ` 8 (3)2x8 HDR. INDOW SEAT , �+ 0 BUILT-IN CABINETRY o _ HALL +8° i M = 4 BED5. 5E o+� ;p x (X cl INTERIOR E V5. -N' 7'-b�/2" 60 V a V i UP Ju DN --- -- ------ — ————— —— O = O 30x80 bunks I z a i o x � �+�� WOOD TAIR d ILING. ( 5EE 5FECIFICA71 ION5 O Q 2x12 RIDGE u- D O O — — - SKYLIGHT x ABOVE W TW2 3310 W 26 10 TW2 310 � DbOMLU BATH x WOOD FLOOR ;:,:, •:.< - , OFFICE ii LINEN bunks .D LINEN .O N O 1 1 211 2x8 PLATE LAID -BUILT-IN UNIT' OVER LOWER F II II (2.4 -f-!F -4" .� flµ 1 I j. ' F l-4" V o- 1 SLK-INT L o I � T 1 I LVIEGH� I �- II C 05ET I Ih HALL x I I II II N WOOD FLOOR L J i i i i LL I —LAYOVER 2xIO PL �° II IIr-ri 44 44 I INSU ATED ; HATCH 11� i� LL m FLU PIPE m I14:9 1 � I I 30x80 ( = ..-. . .:....: : ° ------- =ry I Z 2xI2 RIDGE°_ _ _ 2xI2 IDLE _ I N O N n WARDROBE RDROBE LINEN 3'-10" rr_ I N a• "' of -j o Y .- - - M r I W -�• Z x " V ru 41-Y2" 2'-I " M I - z W. v ut o ® king queen 2 queen _ x ( ( W• r I MASTER o o I �, a • j M _ S ROOM #2 0 B LOOR OOM #3 BEOOM I "ry y � — D � OD FLOOR n WOOD FLOOD? -ry _ m ��., I LINE OF LOWER �0 ( cV O CLG. VE I I `V2" 11 4'-3y2" 10'-W2" N m I (3)2x10 HDR. (3)2x10 HDR. (3)2x10 HDR.or �C jq"f; ' N TW3041 Q* TW3041 Q* TW30410* 11,30410* IW3041 0* TW3041 Q* b,. 00 r/�A .QC183`,`�" j � ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER t- ON 5/4" PLYWD. DECKING ON ROOF RAFTERS PROJECT NO: 0805 El El DRAWN BY: TCS CHE KED BY:1 DA E: 10/1/14 I 1/491 = 11 - 0" b 211 10'-10" 1 '-10" bl 211 SHEET TITLE: I 1'-0" 11_0 11 I 36'- 211 SECOND FLOOR SECOIMIJ FLOOR PLA I'M SCALE: 1/4" = 1' -0" SHEET NO: BIDDING & PERMIT SET 14'-4" 8'-AY2 w 1.I I T Z i LL ..J O U. I QU. O i i ------------ i ASPHALT ROOF 5H I NGLE5 ON 30# al D6. PAPER cohlil s RAFTERS i ISL i � O i " WIDE GUTTER PER SPECIFICATIONS. VERIFY LOCATION OF DOWN SPOUTS PRIOR TO IINSTALLATION. CONNECT DOWNSPOUT5 TOLA z O SUB-SURFACE DRAINAGE POOLS O CONTINUOUS IDG GAP lz ----------------------- -------------------------------- ui W TWO ROOF CRICKET AREAS, PITCHED FOR m 1 PROPER DRAINAGE. PROVIDE 5/4" PLYAD. DECKING w/30# BLDG. PAPER 4 EPDM L O RUBBER ROOFING, FLASHED INTO ROOFING SHINGLES FOR WATERTIGHT S1EAL i REFAB. SKYLIGHTS PER SPECIFICATIONS. NSTALL PER MANUFACTURER'S DIRECTIONS FOR TERTIGHT SEAL cV _ CONTINUOUS MIDGE VENT w GAP °� Z OIq - O - 0 1 (n Q• M � i O °' m o J " � WJ• �' x z i u _ if 4 ' W• Q r t9 'r BAG ARD ERL # I CO G. 2 W. N _ I STUCCO FINISH ON GAILY, MESH- PROV112E 6LL QF—• v to co) U)• 8'-IIY2° I i i =ry I Ae ' -------------------------------------------------------------= — --------------------------� O��P�✓� c� uj 00, 21-1011 PROJECT NO: 0805 DRAWN BY: i TCS 11111 E E SIN DATE: 10/1/14 I 1/419 = 1' - 0" SHEET TITLE: ROOF PLAN Flop up-qNL Al N- ROOF 10" SHEET NO: PROGRESS PRINTS 7/23/14 - Ix4 PVC RAKE BOARD CONGEALS END OF T4& DECKING AT OPEN SOFFIT sk PRE-DIPPED RED CEDAR SHIN6LE5 Wb" EXPOSED TO WEATHER ON 50# BLDG. 12 PAPER ON 5/8" PLYWD. SHEATHING 5-1/2 L.G.G. STEP FLASHING AT ALL ROOF/YVALL INTERSECTIONS, SEALED r WATERTIGHT 12 I��a FLARE END OF RAFTER TAIL 4 ROOF AS 5HOWN ON SOUTH ELEVATION I r- w eo JJL � J 12 TW26310 O b TW30410* TW30410* O LL TW30410* LL n ) m V w z ----------- ---------------- 4 CW14 CW14 CW14 CR14 TW30410* TW3041E410*: U) O ,�000,r[, m 1 O --------------------------------------- ----------- F= a," - - I I - � I I- ----- 22.90. 200000000000009 00002 a00000a ooao •, "''t ti� '•+ y t t'. ,+...•�• ' ..2999.9. 000 ovov0000ao.o 00000000000 o2v000vaoo9 ••.•":`• .i .. n• • .0290..0 oa00000. ............92. 00000000000a20 00000000000 .2992222000 +:':•• ti t.•+•:'+• / \ :�" _�., . t ••+ •••• ,� 00000000 oao00000 ••t• • •..••.•. •�• ..�: i...-.•i'1. ..�••:: vo..0000 .a.vv000 W ..............9.9 .00v00000000ao o 029.122.11.1vv ......00000 .\•t ••• ., •.Y•'.'� • .•'•• 00000000 002.9.0. 0 0000a 0000 000000000000000 00000000000 ..0000 aa000 '••t:•••••^' i..••'• •,,;•. h'• 00 .0 20022a0vvo vvovo vo.avovoaao 00000000000 .1+•• ••� •:t� :...• 1,.«v.:' • '�.� oa00000 090.0.02 ,�� ,•N•••. / •r••• »• •..•.•�"..�, �•, '.• •• ,�Y:'�.~• • 09.20220 oa00000 ...........0000 oa22o2.......0. 0000....... 20.1......... •�� .+s j�•'Y.•'• ,••�,Ij•. L�, ••• t•^ ••7•,,;•wt:••• •�t.,�. ..e• .'•. . �,, ooa 0000a 00.2.2 .0000.v.o vv oao 2vo 000000 0000a 00000000000 ••t, ,: q: ` •�\ ••t •� •••.• t { �, ;r •• ...0000 oav 0000a 0000000 00 .0000. 0000000 oav 0000a 921 o.009000 •fit.'• `: •�••'•'•+ �` « K' • ••' ~ •'•;•••e, �•' •w .t.. •. 0000000000. 000000000000000 0.00.00000000.0 0oo299ooaa. 11......2oa ••fit•' � ': •,;,t.'+%• ••'••' ^•• •".�:'! • �..••\•tom•• •. :' . '•t••+• 00.22122299.2 ............... 0000a.00ao..oao 00002a.0000 aaaa0000ao0 �•�;t�•,•. „�•.•.• \ +,• ?, +' '•'f•' :'•••'••' ',t•;•••:,, ,,• „•,.�.;;,•.• aoavavoaovvoov vvvvvovoo.0a0 ooao.000v0000av 0vooavvvovv ooaoaooaooa ••` •'ti »•:•••rte' •� •'• .1.,•• � O 0.00.90020000.0 .90.0020.122.11 02000.19002000.12 2o12v1o21o0 00000000o00 ••' •t••"• tt '• •�: •..:• I• I 1 I 1 I I i I 1 1 r� r-' I 1 L� Ll 1 1 L-------------------------------------t---------------------------------------------------------------------------L------------------------------ SOUTorum ELEVAT101mmm SCALE: 1/4" = 11 41 15"x15"A2" HIGH FLUE TILE, SECURED TO TOP GAP OF CHIMNEY, TO COINr.EAL SPARK ARRESTOR 5TA14LES5 STEEL TOP GAP 4 CHIMNEY FLA.S•HIN& 1:•y ad z •r, STUCCO FINISH ONCEMENTIOU5 0000.,; Q• a ''�i"• •- BACKER BOARD ON PLYWD. ON FRAME . • CHIMNEY. FLASH WATERTIGHT L`'•ar•�.'•••. ..j Li •'• y r••f•• W J• V M ' 12 Z 0 KLL C a ...I W. V W tef a N 0 o W• tr S at Q �"• V m I xb V-GROOVE T46 PANEL SHUTTERS /Ix4 PVG N RAILS. VERIFY WIDTH OF SHUTTERS PRIOR TO FABRICATION: WIDTH VARIES BY SHUTTER SIZE. PROVIDE &ALV. HIN&E5 4 HOLD OPENS PER SPECS. ❑ PROVIDE SOLDERED L.G.G. PANS UNDER ALL WINDOWS ON WATER SIDE AND IN PROXIMITY TO ROOF BELOW EW Yo TW30410* TW30410* TW30410* TW30410* TW30410* TW30410* �Q� 9 C aA/+ Ir� ----SECOND FLOORS v ------------------------------ o �c. m is PROJECT NO: DOORS TO CRAWL SPACE w/Ixb T46 0805 CEDAR PANELS IN Ix FACE FRAME. HDRAWN BY: PROVIDE &ALV. HINGES 4 HARDWARETl] TCS 1:1-P a d = 1011 BY: TW30410* TW30410* 'JITW30410* TW30410* TW30410* TW3 4 0* FH 111 TW 0* E30410* TW30 1 * TW30410* 31 1 E ILIDATE: PVG RAILING w/�x4 SUBRAIL 4 BOTTOM RAIL, 10/1/142x2@b" PVC SALUSTERS. PROVIDE 2xb MAHOGANY CANTED TOP RAIL. SEE DETAIL -- FIRST FLOOR_- 1/411 011 SHEET TITLE: D 99..00222 .............vvv000290 ...............0000.100 0000............00000 0.12o2oa000vvvovov000 ooao.0.0000000000vvo .000000202000.9 000000 .000.0000.1200000202.9 90000.1ao.1ovv2v2 oa900o0o000oao.1oov0000 ............2oo2ooaoo .009a0000000.1ov2o.1ovv vo200000a000ao2o 00002020 0000... .o.o........2aoo.2 .v o oa o 0o o 0 v vo o o o 00000 299.92.229c 000 .0000. 000 0 2229000099. ooao...........I...... o2.a292...........o000 200202o2922v0000l0000 a00002.............00 .12202000000090220.0. X0000092022......0000 0.1020000200.1922...... .0210o2ao2092 .92929. ooa 912v222o.2❑ ❑22909.2222ooa0000000o avoov000000ao00o000000 oaaovvoo2o200000..... ..ao.............a a9999.129.12aaaa1a1999 aaaa99a299.22222aa ..2..229.922 ooao.. PAINTED WOOD LATTICE ATTACHED TO TR. 291 2.1922222. .1.1.1...1 9.1.1 0000 9a ova.0002 9.990............o ooao ...00ao.*a.......0000a 2000000000a00000..002 0.02.100000ao0ooao29o9 20000020.122oa1000000 9.10020200200020209002 oao2o9o292900000020.9 129222..22112 vd ❑0000a .2. o 0000❑ 900000000190000 ooaaoo200001voo2oo0002 0000000000.on 221 oao 20 9000ao9o9o00020200000 00000000000o2o2 aa000 02000000000voa0009o92 20000009o.9o9voaoo.2 200000.192990000.00909 ....0000 ..920o.00vooay.o0 2000000.10000vv2oa00090 000000.120.100000voaaav o00000o09oovvovovvovv vov0000a0o90.1000200 00000002o22ooa9900090 222oaoo9o.9o2.19v2ao9 .200000ao9920092.2.99 WD. FRAMING. ROVIDE PVG FACE FRAME / ..99000000.oao2o 00 o o0 o o a o o G 0000.o o a o a o o. 000000...........9.1.1.2 21.212.1.9.....a00000a 9220000a00000.... 9000002902 o...20 0000a 090010.99029299.2.0 ...0000 oo..000a00000 0 0000 0 ..................o.00 9.1a2o1ovaoaooaoa000000 0.1102001o0ooao0oo0000 090020 o.............. ...9020.1o2ooao100000 222020200000229229292 ..0.0.900000010000202 ooa 0000 a/a 00..09.92.9 ,:..••:• \ / 000000000000000000000. 22.................. ..................... 200000000000000000000 00000000000.00000000 000000000000000.0.000 ..................... ..................... .99..20.00020910100000 ....0002aaaol000000000 0002o0922a0000l00000a ............20o20o2ao 00200020000920102000 002020000200229002000 ..0000 9992992vo o 900.2 0000000000209.99.00.0 20.0000.00020.......02 2o02000000aa......... ......0002oaooao02 2020o2000a0000aa9 0209092o0o0ao0000aoo 000000020002.90200000 2299.o..........g.292 222.210 0 010 20 0 0 9.29.9 GRADE ELEVATIONS 0002 ..9909990 o0200000000aaa0002o2 0000v000000.9a09v0009 9a9999ov.999o99999990 9901 0oao9oo999999999 9 ..................... 9.1oaovoao2000000009090 ...o2ovoay.ovoao09000 2......vovoo I I I I I i I I I I I I I I I 1 r� r� �l I I I -----------------------L---------------------------------------------------------------------------------------------------------------------------------------------� SHEET NO: ELEVATION- SCALE: 1/4" = 11 -0" BIDDING & PERMIT SET 15"x13"A2" HIGH FLUE TILE, SECURED TO TOP GAP OF CHIMNEY, TO CONGEAL SPARK ARRESTOR 1x10 FRIEZE BOARDUNDER MAIN ROOF RAKE OVERHANG. LAP OVER SHINGLES STAINLESS STEEL TOP GAP 4 CHIMNEY FLASHING CRICKET BETWEEN GABLE ROOFS, w/EPDM STUCCO FINISH ON GEMENTIOUS MEMBRANE ROOFING. SEE ROOF PLAN BACKER BOARD ON PLYWD. ON FRAME CHIMNEY. FLASH WATERTIGHT Ix4 PVC RAKE BOARD CONGEALS END OF T46 DECKING AT OPEN SOFFIT W PRE-DIPPED RED CEDAR SHINGLES w/b" EXF05ED TO WEATHER ON 30# BLDG. PAPER ON W PLYWD. SHEATHING L.G.G. STEP FLA5HIN6 AT ALL um 1, O _ ROOF/WALL INTERSECTIONS, SEALED o tt0 WATERTIGHT LL _ FLARE END OF RAFTER TAIL 4 ROOF AS SHOWN ON SOUTH ELEVATION TW26310 ov) TW30410* TW30410* ASPHALT ROOF SHINGLES ON 50# BLDG. ti W FIT -"- PAPER ON 5/4" PLYWD. DECKING ON ROOF z N RAFTERS - --- -------------------------------------------------- ---- -----------------SECOND FLOOR ---- .. TW30410* TW30410* FLARED EAVE RETURN w/OPENz .1000 RAFTER TAILS, T46 DECKING. FRAME Aff INTO STUDS OF WALL BEHIND Ix4 PVG F 5GIA BOARD w/GUTTER ON OPEN O SECOND FLOOR 4x4 WOOD POST CASED w/Ix PVC, PAINTED O a FIN ill� TW30410* TW30410* ti O PVC RAILING w/2x4 5UBRAIL 4 BOTTOM RAIL, z - 2x2®b" PVC BALLU5TER5. PROVIDE 2xb MAHO6AN1r' CANTED TOP RAIL. SEE DETAIL W W FLARE SHINGLES 5" AROUND I TW26310 bxb PVC CASED POST w/CANTED TOP GAP PERIMETER OF HOUSE, EXCEPT AT COVERED PORCHES ------ ----------------------- W O 0000000 °° ° PAINTED OD LATTICE ATTACHED TO TR. °°°°°°°°°°° .vvvv°°°v°°v °°°°°°°°°° ° ° ° M. FRA G. PROVIDE PVC FACE FRAME ..—•is{.+�...L:F_. .-a_-r_•�-r.t�.}--s�L sem— —A 1.»w1..i1�—�t—_e.-....•�. �y •• .. .. o°o°°°°°°°°°°° v°vvv °°°°° .......p. .. .....vvvvv°va. .....vvv MI vv°vvvvvvvvvvv vvvvvvvvvv .avavuvvvvv nova .0000 °......... ..°vvvv ....vv 1 � 1 1 I I 1 1 I I I 1 , , r L, Li L, 1 I 1 1 L---------------------------------------------------------------------------T----------------- ------------------------------1--------------------� T Im,auk E LE T 1 SCALE: 1/4" = V -0" •: ad Z O �•.r4•� J'C : V�•Agn N C `t. .••*•.•f•• J% G• D Li ' I• w w !C s«..:•�, z x LINE BEYOND OF CRICKET IN ROOF. W• u g h 2 SEE ROOF PLANa N Q W. N x M d 40 N N• ---------------------------------------------------------------- -- - -- ---- ------- --- - TW26310 TW26310 26310 o S G. SW � �P �' I"- �Yy 51g 1 E• FIFU Vi PVC BOARD 4 RAIL SHUTTERS PAINTED. 'Q�c 0183�`� --- ----------------- 410*--- TW30VERIFY WIDTH --------- F ALL SHUTTERS PRIOR TO �j�iST FABRICATION: SHUTTERS VARY IN WIDTH PER TW30410* L4j10* WINDOW SIZE PROJECT NO: 0805 DRAWN BY: - ---- -------------- ---------------- ----------------------------------------- TCS CUSTOM SWINGING BARN DOORS, CHECKE5 BY: CANTILEVERED BAY w/FLARED26310 1 11 1 FABRICATED OF Ixb T46 CEDAR PANELS SIDING 4 CONTINUOUS 2 TW26310 TW26310 WINDOW SILL w/'/4 xb FACE FRAME, ALL PAINTED. PROVIDE GAL . STEEL HINGES. COORDINATE HARDWARE SELECTION w/ARCHITECT 10/1/14 ❑ 0 ❑ 1/4 Tw26310 1/4" = 1' - 0" -------- SHEET TITLE: DOORS TO CRAWL SPACE w/Ixb T46 • °v°°v°vv •� °°°°°°°°° CEDAR PANELS IN Ix FACE FRAME. '� °°°°°°°°° °a°°°°vvvvvvvvvvv PROVIDE GALV. HINGES 4 HARDWARE :.: . ... .. . ° EL ;.:..: o°°°° ---------------------- ELEVATIONS °°° NATIONS I ri ri ' ' ' ' SHEET NO: T ELEVATION- OUTDOOR .SHOWER POPE DECKING ON TR. WD. EA SFRAMING 4 Ixb V-GROOVE T46 FINISH ON ENCLOSURE WALLS, w/TOP GAP SCALE: 1/4" V -0" BIDDING & PERMIT SET ASPHALT SHIN6LE5 ON 50# BLDG. PAPER EXTENDED PLYWOOD 5HEATHIN6 / COBRA VENT OR EQUIVALENT 2X2 STOP \ 2X SOLID BLOCKING 2x6 RAFTER TAIL ® 16" ON CENTER uj \ ASPHALT SHINGLE ROOFING ON ICE 4 z WATER BARRIER PROVIDE METAL STRAPPING AT EACH I 2x6 T46 CEDAR DEGKIN6, LET INTO J RAFTER TO RIDGE CONNECTION TOP OF RAFTERS o 0 u. 5/4x4 PVG FASCIA U ■ TOP RIDGE ASPHALT ROOF SHINGLES ON 50# BLDG. PAPER ON %" THK. PLYWD. DECKING ON ` 2X10@16" RAFTERS , /Il 12 I._811 LINE OF PRINCIPAL ROOF ' ` 5-1/2 RAFTERS BEYOND _ - ATTI G r PROVIDE ALL REQUIRED FRAMING ANCHORS 4 HURRICANE CLIP5. SEE % PROVIDE 2x4 BRACING AT 52" O/G. �`� / vow" Z FRAM IN6 NOTL-S, SHEET 5 AND SPECS. EAVE Dg/4" THK. PLY . SURFER. `�BwkCIN& `� / I'_g" \ SCALE: 1-1/2" = 1' -0" TOP 2nd FLR. PLATE TOP 2nd FLR. PLATE0 / V O le le z IL ILIL VINYL GLAD WINDOWS w/5/4x4 PVC \ GASIN6 4 2" THK. SILL. PROVIDE Y BO o ALK,_I N \ FLA5HIN6 ALL SIDES 4 DRIP GAP OVER. W IVL FLOOR FRAMiNrz, vil* \ p PROVIDE SOLDERED PAN BELOW SILL O PLYWDINEkN /DEGKINGL4 FINISH WOOD FLOOR./4„ GL05FT \ Dfi�00 3: PROVIDE BATT INSULATION IN CAVITY NEW PORCH ROOF Y4/2x8 IJAFTERS 4 / I s/4” PLYWD. DEGKIN6. PROS APE NEW PORGIH ROOF w/2x8 RAFTERS 4 / BEADED VER5ATEK PANEON(9 5/4" PLYWD, DEGKIN6. PROVIDE 12 / 12 w/BATTEN5 4 MOLDING AT PERIMETER BEADED V'ER5ATEK PANELING / TOP 2nd FLR. w/BATTEN5 4 MOLDING AT PERIMETER 5 / TOP Ist FLR. PLATE 01i TOP PORCH BEAM % 4 PVC FASCIA Y4/GUTTER. 51MILAR VE AIL AS UPPER EAVE, w/T46 DEGKIN6, cd Z EXP05ED RAFTER TAILS, 50LI D BLOCKIN6 / \ U) Q• v / \ COVERED 4x TREATED WOOD POSTS, w/GALV. TIE _! c BUILT-UP HOOD BEAM, CASED w/VER5ITEK / \ [IF 11ll / \ �' Ll Ll Ll �O�GT-T = DOWNS, TOP 4 BOTTOM. PROVIDE Ix � F o �°. GOA i� ED / \ I ` , }�I VE 5ATEK GA51N6 4 TRIM TO MATCH W J• U Z a ® G / LI Y IIV�7 � EX STING n W• u � in iZ001'1 " ° NE IPE DEGKIN6 ON 2x8®16" TREATED W• N v WOOD 0(5T5 4 ,, \ / U) u)• TOP let FLR. _ A'11 F I I)F If:+11 11 11 11 ivil 11 TOP Ist FLR. � +10.5'_ _ry ;Q4 IV TOP FOUNDATION_ _ NEW IPE TREAD STAIR w/\/ERSITEK SP (� � •4;; '''�• O� CRANL SFACE RISERS. PROVIDE 2x12 0I6"Y: TREATED WOOD OUT 5TRIN&ER N� `--• (3)2x8 TREATED WD. GIRDER C N 13 5 MASONRY PIER FOUNDATION '� \\/\N\/\\/ /\ :+tip.' /\\/\\/\\ \\ \\ \ \ \ \ /� \ \ \/� \ \ \ /�\/�\/�\/�\/�\/�\/�\/ \/�\/�\/ \/�\/�\/� /�\ �i� PROJECT N O.: \�\�\�\�\�\ \� \�\ \�\�\�\�\�\�\� \ \ 0805 /� _� /� // /� /� /� /� /� /� /� / /� X~/\/�\/� /�\/� /�\/� /�\/� :r:. /� /� /� /� /� /� /� /�\//\//\ \//\ // //\ DRAWN BY: TCS \ �j\�j xj �j xj �j �� �j �j �� �� �� /i� /� /" X//)/� CHECKED BY: j\O\�j\�j\�j\ \Yj\�j\�\Zj\�j\�j\�j\�j /�\�j\�j\�j\�j\�j\�j\�j\�j\ ;''�: >:' \�j\�j\�j\�j\� �j\�j\�j\�j\ �j\ \ \� DATE: /\\/\\/\\/\\/\\ \ /R/ oXXX / \ /\\/\\/\\/\\/\\/\\/\\/\\ \ \\/\\/\\/\\/\\ \ \\/\\/\\/\\/\\ \\/\\ \ /\\ 10/1114 \�/\�/\�/\�/\�/\�/\�/����� \���j��/\��j \�\�\�\�\�\ \�\�j SCALE: �\ ' � SHEET TITLE: REINFORCED GONG. FOOTING 4 FOUNDATION. 5E FOUNDATION PLAN FOR 51ZF-S 4 DIMENSIONS BUILD114G SECTIBUILDING SCALE: 3/8" = 1' -0" SECTION SHEET NO: BIDDING & PERMIT SET 4. i W LL J 010=� LL z LL _0 V) VCONTINUOUS RIDGE VENT w/GAP Wui ......i.,. !% TOP RIDGE ASPHALT SHINGLE ROOFING ON s/4" �' a PLYWD. DECKING ON 2x ®I6" RAFTERS PER 2nd. FLR. PLAN � TOP 2nd FLR. PLATE _ 12 ' 4-1/2 r— '' O EXPOSED RAFTER TAILS wi/T$G ' z `fl DECKING ABOVE PER DETAIL I/I I / �' STT 10 12 W B R RA O 2x12 ' FL T N VER COW 7TFL T ' TSO WE SEGO - O • Hnl W X. TOP PLATE 2nd FLR. LONERoe — 1_OII LINE OF PRINCIPAL RAFTER p BEYOND ,-le BEPR�OOM 12 TOP 2nd FLR. _ 4 \ / ATTI O 5— EXP05ED RAFTER TAILS w/Td G / \ STAIRS BEYOND DECKING ABOVE PER DETAIL I/II / \ — / \ � od Z. J TOP LOWER 2nd FLR. / \ // \ 0, 2' JUL _J I co) <. h g F TOP PLATE ® STORAG ROOMS // \\ _ -In Hn o ° UJ _j. _T w• U2 � o Room we 04 N / �jORZ E SHINGLE FINISH ON 2xb STUD WALL r +10TOP 15t FLR. +10.8 TOP 1st FLOOR ! / — –� — \ / \ / v4/BATT INSULATION — — le TOP FOUNDATION._ CONTINUE SHINGLE FLARE OVER Sw yR_ \ \ / GRz�4V�lL SR� GR= =t' FOUNDATION TO TYPICAL HEIGHT AT , APs tiiG TOP FOUNDATION ® 5T0 GE = BUILDING PERIMETER p `< TOP OF SLAB .Y:N 'i.a: Y ':y..'.% y.• :j_ :.f•.:• .): •d! .ati. - f_.. .y:v.•. .' :1ri •j,i'h'.••'• ..i•« - --_-. _ - .,� . • ,y _;,'_ }• . _.•=.f.= :.• : ,-s:';. "' •' `': I THK. GONG. STUCCO ON GALV. STL. / / .`obi' / / \ 11 \ \ \ \ \ / / / / / / / / / / 1'•i ` s " // // // // // / 4• MESH TYP 018' x' v \ TWWM ONG. SLABOfo , GONG. FOUNDATION WALL\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/\ \\/\\ .�' \\ \\ \\ \ \ \ \ PROJECT N0.:0805 \�00\�G. �E FOUNDATION P�N \/\/\/\/\/\/\/\/\/\ \/\/\/\/\/\/\/ /\ =! \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ / / / \ \/\/\/\�/\//\//\//\//\//\//\//\//\//\ //\//\//\//\//\//\/�\ \//\ :t ; //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\��\/ \//\//\//\// // //\� DRAWN BY: \ \/ \/ \/�\ \� � \\\�\\\ TCS // / // \ // CHECKED BY: DATE: / 10/1/14 ol SCALE: 318" = 1'-0" SHEET TITLE: 85 U I L D I G S E C 10 IN I A SCALE: 318" V -0" BUILDING SECTION SHEET NO: BIDDING & PERMIT SET "� W 3 ASPHALT ROOF SHINGLES ON ICE d WATER BARRIER ON %'" PLYWD. DECKING ON ROOF RAFTERSILL J O O U. ii PAINTED CEDAR SHINGLES ON 15# Fm Lu i--- -- - BLDG. PAPER ON %" PLYWOOD W ~-- -- - SHEATHING ON 2x4®16" WOOD FRAMING, v4/SPRAY FOAM INSULATION (TYP) M z TTIL " Ift s/4" . PI BFLR. ETAE N B INC r-- -- - 4x4 PURLINS EXPOSED TO CARRY BACK a MINIMUM (2) RAFTERS AND TERNINATE BEHIND END RAFTER O �/ V O II z \ / HL W / CEDAR SHINGLE SIDING ON 50# BLDG. \ / PAPER ON %" THK. PLYWD. SHEATHING ON \ / - 2x6 FRAMING W/R-Iq BATT INSULATION - O BATH S A � �� ASTM o/ MAS R - Lu \ HALL ANGLED FLITCH PLATE INTEGRATED L=HHA4 LL A � W/ROOF RAFTERS. SEE Ist FLR. PLAN 3 / FOR SIZES d LOCATIONS WOAD ll DOR ON SC # DG. PAPER 0 q s/4" THK. I Lr PEGKI ON TI FL J l TS LiI12 / \ 5 r / 1111 TOP 2nd FLR. - —12 — ._ TOP Ist FLR. PLATE -' TOP PLATE ® PERIMETER — � Z• TRAY CEILING ALL 51DE5, FLUSH _ v4/CEILING AT LOWER PLATE H(ST. 2' N Q• M r FAMILY LIVIN C U) i�LY ROOM ROO R M =ry W �' LL IPE DECKING ON 2x8®I6 TREATED � LL. uP N WOOD JOISTS. PROVIDE VER51TEK 1— a N c' R15ERS d STRINGER COVERS I\��M WOOD FLOOR ON 30# BLDG.PAPER PAPER ON g/4" THK. PLYWD. � W. � x DECKING ON TJI FLOOR JOISTSJIFQ S ❑ ❑ FLARE SHINGLES 5" AT I N N" PERIMETER OF HOUSE (TYP) TOP Ist FLR. +1051 Li ® - TOP FOUNDATION. - V8� F w •(`i N �� i..i GALV. WIRE MESH ON REINF. nP G • .r I THK. GONG. STUCCO ON �P S G. S,q� �- GR YIL Sim G GRANL SFAGE s �N i GONG. FOUNDATION WALL a (3)2x8 TREAv WD. �, r /GIRDER O M 50NRY ., // // // \ \\iPI>\ F\\ A �N \�\ 4 Y PROJECT NO.: \//\� 0805 / \\/\\/\\/\ DRAWN BY: \ //\//\//\//\// //\ /\//\ //\/ / //\//\//\//\//\//� �\ \//\//\/ /\/\/ / \/\/\/\/\/\/ / /\/\/\/\/\ :...>'x /\/\/\/\/\\j TCS \\/\\/ /\ \\/\oor\ /\\/\loo\\/lll�\\/\\/\\/ \� \\/\\/\\/ /\\/\\/ / \\/\\/\\/\\/\\/\\/ \/ \\/\\/\\/\\/ \/\\/\\/\\/\ CHECKED BY: \/\\/ /\\/\\/\X/K\/\\/\\/ / /\\/\\/\\/\\/\/ /\\/\\/\\/\\/\\/\\/ / /\\/\\/\\/\\/\\/\/ / \/\\/\\/ /\\/\\/ / /\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\ /\\/\\/\\/\\/\ DATE: 1011114 //\//\//\//\//\//\//\//\//\//\\//\\//\ //\\//\\//\//\\//\\//\\//\\//\//\//\//\//\/ \//\//\//\//\//\//\/ /\//\//\//\//\//\//\//\//\//\//\//\//\//\// SCALE: \ \\ �X\r\\�\\/X\�\\/�\/\\/�\/� /\\/�\/�\/�\/�\/�\/�\/�\/\\ \\ r\\ .\ ♦ , \ i\\ \\ �i . \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ '\ 318" = 1'-0" /. /fir///,/�/./�/./�/./�/./�i/� // /�i/�j//////// // // �/ //\//\// . SHEET TITLE. BUILDING BUILE) ING SECTIONSECTION SCALE: 3/8" V -0" SHEET NO: BIDDING PERMIT SET