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Town of Southold Annex 7/30/2014 P.O.Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37050 Date: 7/30/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 65490 Route 25, Greenport, SCTM#: 473889 Sec/Block/Lot: 53.-5-12.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/2/2013 pursuant to which Building Permit No. 38283 dated 8/27/2013 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: ADDITIONS AND ALTERATIONS INCLUDING A FOUNDATION, COVERED ENTRY AND OUTDOOR SHOWER TO AN EXISTING SEASONAL COTTAGE AS PER ZBA DECISION#6622 DATED 02-28-2013, AS APPLIED FOR The certificate is issued to Breezy Shores Comnty Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38283 07-15-2014 PLUMBERS CERTIFICATION DATED 07-24-2014 Etten Plumbing Aut dSidnaturW At TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38283 Date: 8/27/2013 Permission is hereby granted to: Breezy Shores Comnty Inc PO BOX 925 Mattituck, NY 11952 To: Additions and alterations to an existing seasonal cottage as applied for per ZBA and Trustee approvals. At premises located at: 65490 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 53.-5-12.6 Pursuant to application dated 8/2/2013 and approved by the Building Inspector. To expire on 2/26/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $304.80 CO -ADDITION TO DWELLING $50.00 354.80 uilding In pecto - 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 $5U.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: S PG L)L- House No. Street Hamlet Owner or Owners of Property: N-A O M r3�21 �'� S MUNI �G, Suffolk County Tax Map No 1000, Section rj�2 Block 5 Lot Subdivision p Filed Map. Lot: Permit No. 0 ✓' Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ffD Applicant Sign ure O�*OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 roger.riche rt(o-)-town.southoId.ny.us Southold,NY 11971-0959 Q �y'00UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mullmen Breezy Shores-Cottage#11 Address: 65490 Rt 25 City: Greenport St: NY Zip: 11944 Building Permit#: 38283 Section: 53 Block: 5 Lot: 12.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-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 Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 24 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt Wall Fixtures 5 Smoke Detectors 1 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer AppliancesDryer Recpt Emergency Fixture Time Clocks Disconnect 200a El Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 1-combination smoke/co detector, 2-paddle fans, 3-ARC fault circuit breakers Notes: Inspector Signature: Date: July 15 2014 81-Cert Electrical Compliance Form.xls CERTIFICATIOAf JUL 2 4 2014 Building Permit No. � Owner: D Ay 1 A A p m', M L4,1)rm 0.Yi (Please print) Plumber: tiInr--v4>! (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of , 20 /,0" Notary Public, County CHRISTIE HALLOCK N*q Public,State of New York CAll".;% 31850,SOWk Cop r Miy 3i, / pf SOUjyO �0 6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: tom.? DATE �� 6 �3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ I FOUN TION 1ST [ ] ROUGH PLBG. [ ] Fof NDATION [ ] INSULATION [ FRAMING/ TRAPPIN [ ] FINAL [ ] FIREPLACE IMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: td(^��S DATE INSPECTO 3F2- 4-, — tioy��SW r'� TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPEC"ROUGH N [ ] FOUNDATION 1ST [ PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE .I. � T' INSPECTOR Of SOUly�6 �i �OUNi'1, l� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION VELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 1 / `T INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH UMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rO- DATE INSPECTOR so ia_ %il Z12, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 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 CAULKING REMARKS: DATE — (/15 INSPECTO MULLMAN SEIDMAN ARCHITECTS October 15, 2013 Southold Building Department Town Hall Annex 54375 Main Road Southold, NY 11971 Re: Cottage#11 at Breezy Shores, Naomi Mullman Shareholder To the Building Department: The continuous foundation footing is set a minimum 3' below grade and a minimum width of 18" and height of 12". The footing is reinforced and the steel reinforcing was in place when the inspector came. Please contact me if you have any questions. Sincerely, c David Mullman Mullman Seidman Architects c •, ,�� OCT 30 2013 1b ,oQ uFE F�roc or�T. TOl?; O I N O':D 137 VARICK STREET NEW YORK NY 10013 TEL 212.431.0770 FAX 212-431-8428 www.mulimanseidman.com MULLMAN SEIDMAN ARCHITECTS October 31, 2013 NOV 12013 Southold Building Department t--� Town Hall Annex L 54375 Main RoadQ-1 F DEPT. V.— TOV0"or sourHoto Southold, NY 11971 Re: Cottage#11 at Breezy Shores, Naomi Mullman Shareholder To the Building Department: The cottage has not been moved. The cottage is and will be when finished in the same exact location it was before construction. The new footprint will be exactly the same as the existing footprint except for the approved addition to the bathroom. ?lease contact me if you have any questions. Sincerely, r David Mullman Mullman Seidman Architects ED aR� 9j��p16g�•.yp� F NE 137 VARICK STREET NEW YORK NY 10013 TEL 212.431.0770 FAX 212.431.8428 www.mullmanseicfman.com ����� oma_ ,� .•, _ !� � t c �. WAIVA � �TWIJAM J� � 1►/,,Fl. WHMW STATIC ENERGY CODE ------ rI --------------- Msir.:':M. �� _"M Muine17iffins �: TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ����-� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. D Trustees C.O. Application Flood Permit Examined 20 1-'-) Single Single&Separate Storm-Water Assessment Form BLDG. DEPT. Contact: Approved 20 TOWN OF SOUTHOLD I to: Disapproved a/c Phone: Expiration _,20 P It — 31— 3'15'4,1 Building Inspec or APPLICATION FOR BUILDING PERMIT Date , 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. Vuftt,� W A Si natu pf a ant or nam if a ion) �r ling address of applicant) State whether applicant is owner; lessee xagent; architect,engineer, general contractor, electrician, plumber or builder Name of owner of premises ce_ tit.e— (As on the tax roll or late ed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic proposed.-work ill bed ne: (J �j ( oV� House Number Stregh Ha Alet County Tax Map No. 1000 Section 3 Block 5 Lot .,o Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy d-t� 3. Nature of work (check which applicable): New Building Addition Alteration V--*" Repair Removal Demolition V . Other Work (Description) 4. Estimated Cost VIrFgc- = (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of e� existing structures, if any: Front ) "�' Rear s Depth Height 2 411 Number of Stories I l Dimensions ol same structure with alterations or additions: Front 4 Rear 14'- Depth Z.� Height 2 3'-()" Number of Stories 1 8. Dimensions of entire new construction: Front 14k Rear 14'- 5' Depth 421 Height 23 Number of Stories 1 9. Size of lot: Front Rear Depth s lei&✓6kk 10. Date of Purchase o Name of Former Owner Yv, W - nav- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO /Willg13. Will lot be re- raded? YES NO excess fill be removed from premises? YES NO 14. Names of Owner of remises hll U,c.L"Mdress (l j U1,Sl �Phdne No. 2�2 -59/67- Name of Architect V(!p f1/�t&LLAkA Address 13'1 Ogg STRIP one No Z12- -�1 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT"AY 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 probe LV`��NO * IF YES, PROVIDE A COPY. Notary PubNc-Sta1a at Naw York No.01U1M4M STATE OF NEW YORK) QuaMW In Now York County My Ommialoolon t q*u 00t.19,M4 COUNTY OF 4� e -being duly sworn, deposes and says that(s)he is the applicant (line of individual tigning contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t%before me thi day of 2013 otary Public Signaturk of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved 20 Mail to: Disapproved a/c (o P. Phone: Expiration 20 PG� C �� � �� � Building Inspector SEP 1 2 2012 PPLICATION FOR BUILDING PERMIT Date September 11 2012 BERG. DEPT. INSTRUCTIONS TOt"JN OF SOL'THO!D is app kation a completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according,to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Bull ding 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. En-Consultants (Signature of applicant or name, if a corporation) 1319 North Sea Road,Southampton,NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee. agent, architect, engineer, general contractor, electrician,plumber or builder Agent for Owner Name of owner of premises Naomi Mullman (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer n/a (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 65490 Route 25,Cottage#11 Greenport House Number Street Hamlet County Tax Map No. 1000 Section 53 Block 5 Lot p/o 12.6 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential, single-family dwelling b. Intended use and occupancy No Change 3. Nature of work(check which applicable): New Building Addition Alteration X Repair Removal Demolition Other Work Raising,alteration&renovation of (Description)existing cottage. 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling. number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars 6. If business. commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 44.3' Rear 44.3' Depth 14.5'; 5.2' Height Number of Stories 1 Dimensions of same structure with alterations or additions: Front 44.3' Rear 44.3' Depth 14.5'; 5.2' Height Number of Stories 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front Variable Rear Variable Depth Variable 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises? YES NO 118 West 79th Street NY 10024 14.Names of Owner of premisesNaomi Mullman Address New York, Phone No. 212-431-0770 Name of Architect Mullman Seidman Architects Address New York, Street,Suite 401k,NY 10013 phone No 212-431-0770 Ne Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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 X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) ss. COUNTY OF SUFFOLK Robert E. Herrmann, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent for Owner (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 1 ith day of September 2012 \� Notary Publi ignature of Applicant KIM N, STEPHEN$ NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED I 'i SUFFOLK CO NTY EXPIRES ALGUST 2 , 20D �i S } C BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8140 DATE: APRIL 17,,2013 f \� Y' ISSUED TO: NAOMI MULLMAN t PROPERTY ADDRESS: COTTAGE#11,65490 ROUTE 25, GREENPORT SCTM#53-5-12.6 Y, AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 17,2013,and in ' consideration of application fee in the sum of$250.00 paid by En-Consultants or authorized waiver of Town Board and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Et Trustees authorizes and permits"the following: \ r Wetland Permit to replace the deteriorating foundation of an existing seasonal cottage; raise the elevation of the cottage±2' (F.F. El. 10' MSL); reconstruct in-place existing±7.5'x14.5' waterside room; reconstruct existing±55'x6' . bathroom and .i construct a±3.5'x5.5' bathroom addition; reconstruct in-place existing±6'x6.5' entry deck and construct steps thereto; construct a fenced outdoor shower;i remove existing crawl space access; replace roof with new roof±1' higher and add±5.5'x7' eyelid dormer; and install two drywells as part of drainage system of gutters, leaders and drywells, and as depicted,-on,the site plan:prepared by Mullman.Seidman Architects, last dated November 12,2012 and stamped approved on April 17,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �OFFi4k( G : f 07-30-14; 11 : 30AM; ;2124318428 # 1/ 1 John M.Bredemeygr III,President Town Ball Amex Michael J.Domino,Vice-President 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,Now York 11971-0959 Dave Bergen,Trustee Charles J.Sanders,Trustee 't �� Telephone(631) 765-1892 CoU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 4.1003C Date; July 11, 2014 THIS CERTMES that the replacement of foundation of existing seasonal cottage: raising of elevation of cottage±2' .F. El. 10' MSL • reconstruction of in- lace existing ±7.5'x 14.5' waterside room 15.5'x6' bathroom and(3.5'x5.5' bathroom addition-, reconstruction of in-place existing±6'x6,5' entry deck and stens. fenced outdoor shower: removal of existing crawls ace access,• roof re lacement and dormer addition- 2 wells gMtters and leaders At 65490 Route 25 Cottage#11, Greenport.New York Suffolk County Tax Map#53-5-12.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 26;2013_pursuant to which Trustees Wetland Perruit#8140 Dated April 17 2013,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being.issued is for the replacement of foundation of existingseasonal cottage-,raising of elevation of cottage 12' F.F. El. 10' MSL • reconstruction of in- lace existing 17.5'x14.5' waterside room *5.5'x6' bathroom and±3.5'x5.5' bathroom addition: reconstruction of in-place existing±6'x6.5' entrx deck and stens: fenced outdoor shower.removal of existingcrawl space access; roof replacement and dormer addition: (2)- wells tters and leaders. The certificate is issued to NAOMI MULLMAN owner of the aforesaid property. Authorized Signature From: 07109/2014 21 :16 #517 P.002/004 i YOUNG &YOUNG Telephone (631) 727-2303 I 400 Ostrander Avenue Facsimile(631)727-0144 Riverhead,New York 11901 admin@ijoungerrgiireering.coni I HOWARD W.YOUNG,Land Sui veyor ;I THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer ROBERT C. TAST,Architect ! �U I — 2014 CERTIFICATION I hereby certify that the house of David Mullman and Naomi Mullman at Sage Boulevard, Greenport, Town of Southold, New York, Suffolk County Tax Map 1000-53-5-P/O 12.6, is situate in FIRM Zane X. The property is situate on FIRM Flood Insurance Rate Map Community Number 360813 Panel Number 0159 Suffix H dated Sept- 25, 2009. A copy of the Elevation Certificate prepared July 29, 2013 is attached for reference. 0-71ol /It 4P Date Howard , LAVD Planning Engineering Land Surveying U.S DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB No.1660-0008 Notimal Flood insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Naomi Mullman Policy Number: A2. Buildin Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIG Number: 1 Sae Boulevard City Greenport State NY ZIP Code 11944 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Cottage 11,Breezy Shares SCTM No.1000-53-5-P/O 12.6 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Lesidential A5. Latitude/Longitude:Lat. N41 ring fid min 43 cPc Long. W072 rta{f 29 min 53 see Horizontal 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. Building Diagram Number R A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq it a) Square footage of attached garage NA sq ft b) Number of permanent flood openings in the crawispaceNA b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade a+lA c) Total net area of flood openings In A8.b NA sq in C) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? ❑Yes ❑No d) Engineered flood openings? ❑Yes ❑No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFlP Community Name&Community Number B2.County Name B3.State Shelter Island&Southold/360809&360813 Suffolk New York B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8.Flood Zone(s) 89.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 36103CO159 i H 09/25/2009 09/25/2009 X 810.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered In Item B9: ❑FIS Profile 10 FIRM ❑Community Determined ❑Other/Source: B11.Indicate elevation datum used for BFE In item B9: ❑NGVD 1929 ®NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes 10 No Designation Date: / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building.Under Construction* ❑Finished 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 building diagram specified in Item A7.In Puerto Rica only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building 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) ❑feet ❑meters b) Top of the next higher floor ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑feet ❑meters d Attachedarae(top of slab) g g El feet El meters e) Lowest elevation of machinery or equipment servicing the building ❑feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) ❑feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) ❑feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including ❑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.I certify that the information on this Certficate represents my best efforts to interpret the data available. ` NE I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001 ❑Check here if comments are provided an back of form.. Were latitude and longitude in Section A provided by a e,-4 YM• # -.,A n, ❑Check here if attachments. licensed land surveyor? El Yes ®No r Certifier's Name License Number Howard W.Young45893 Title Company Name Partner Young&Youngr r Address CityState Zf IP Code • Q r 400 Ostr nder Avenue Riverhead NY 111901 Signature, Date Telephone t t 07/29/2013 1(6311727-2303 t.A FEMA Form 0860-33(Revise /12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE,page 2 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. pxap (t(vmbel . 11 Sae Boulevard City State ZIP Code C Greenport NY 11944 gMpany lAt Ntfdidar SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. Comments Signature Date SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-ES.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,Brand C. For Items E1-E4,use natural grade,if available.Check the measurement used.in Puerto Rico only,enter meters. ES.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)Is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-5 of Instructions), the next higher floor(elevation C2,b In the diagrams)of the building is ❑feet ❑meters ❑above of ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or El below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG, E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,8,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements In Sections A,8,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-Issued or community-issued BFE)or Zone A0. G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 22, 2012 TO: Naomi Mullman at Breezy Shores Community, Inc. c/o En-Consultants 1319 North Sea Rd. Southampton,NY 11968 Please take notice that your application dated September 12, 2012: For permit for additions and alterations to seasonal cottage at: Location of property: 65490 Main Road Cottage #11, Greenport,NY County Tax Map No. 1000 - Section 53 Block 5 Lot 12.6 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this non-conforming lot, are not allowed pursuant to Article XXIII, Section 280-123 which states; "A non-conforming building containing a non-conforming use shall not be enlarged, reconstructed, or structurally altered or moved, except as set forth below: unless the use of such building is changed to a conforming use." The existing seasonal cottage is a non-conforming building with a non-conforming use. Additionally, proposed additions and alterations on this non-conforming lot are not allowed pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The site plan shows a proposed setback of 55 feet from the bulkhead. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. J • BOARD MEMBERS� pF SOSouthold Town Hall(/r Leslie Kanes Weisman,Chairperson O�� y0l 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Homing '�e►0 �� 54375 Main Road(at Youngs Avenue) Ken SchneiderI�C0U So , http://southoldtown.northfork.net ZONING BOARD OF APPEALSVi AR ' �-' TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 ?UTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 28,2013 ZBA FILE: 6622 NAME OF APPLICANT: Breezy Shores Community, Inc. (Naomi Mullman)SCTM#1000-53-05-12.6 PROPERTY LOCATION: 65490 Main Rd,Cottage#11, (adj.to Shelter Island Sound)Greenport,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without 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 January 8, 2013 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 January 8, 2013. 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 EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: Subject parcel is located in the R-80 zone and contains 82.6 acres. It is improved with three dwellings, a brick building,two garages, 28 seasonal cottages and 20 sheds. The Breezy Shores community is a unique property deeply rooted in the history of the Town. The access to the property is via a private road(Sage Boulevard)and the property is adjacent on the south to Shelter Island Sound.The multiple cottages on the property are a pre-existing non-conforming use that was established prior to zoning by the Sage family in the early 1900s. The cottages housed employees of the Sage family brick factory and have been rented as seasonal cottages. In 2000,a real estate cooperative, Breezy Shores Community,Inc.,was established by the community and shares were offered as an ownership interest in the Cooperative. The cottage at issue in this application is known as Cottage no. 11 and is owned by Naomi Mullman.All as shown on the survey prepared by Howard Young,L.S., entitled Survey for Naomi Mullman, Cottage 11, Breezy Shores, dated July 6, 2012,revised Aug. 1, 2012 for General Amendments, Sheets 1 of 2,and 2 of 2. BASIS OF APPLICATION: Request for Variances from Article XXIII Code Section 280-123, Article XXII Section 280-116 (B) and the Building Inspector's October 22, 2012 Notice of Disapproval based on an application for building permit for additions and alterations to a seasonal cottage 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, 2) less than the code required bulkhead setback of 75 feet, located at: #11 Breezy Shores Community, Inc., 65490 Main Road (aka State Route 25) aka Sage Blvd. (adj. to Shelter Island Sound) Greenport,NY. Page 2 of 3—February 28,2013 ZBA File#6622—Breezy Shores Comm.,Inc.(Mullman) CTM: 1000-53-5-12.6(cottage#11) RELIEF REQUESTED: The applicant requests variances to construct an addition and alterations to a seasonal cottage with a nonconforming use where the code permits no enlargement, reconstruction or alterations unless the building is changed to a conforming use, and a bulkhead setback of 54.5 feet (as shown on the survey) where the code requires a minimum of 75 feet. ADDITIONAL INFORMATION: The Board received a letter dated February 1, 2013 from the President of the Breezy Shores Community Corporation indicating approval of the applicant's plans. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7,2013 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood nor a detriment to nearby properties. This unique property represents its own neighborhood of 82.6 acres with substantial wetlands and is far removed from adjacent properties.Thus, no adjacent property owner will be adversely impacted by the proposal. These 28 seasonal cottages on the subject property have been in existence since the early 1900's when they were built for occupancy by workers in the Sage brick factory. In the 1940's, when operation of the brick factory slowed cottages were rented to summer guests. Each of the adjacent waterfront units are similarly located from the bulkhead and are of similar size. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The existing seasonal cottage is a pre-existing non- conforming building with a pre-existing non-conforming use with a pre-existing non-conforming bulkhead setback of 54.5 feet. Therefore, any proposed additions and alterations will require relief from the code. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. Section 280-123 prohibits the enlargement of non-conforming buildings with non-conforming uses. However,the proposed addition of 20.6 square feet to the existing bathroom is 3.1% of the pre-existing cottage foot print which the Board deems to be de minimus in nature and necessary to bring the existing bathroom up to code with a minimum square footage that is functionally practical. All other proposed alterations will be constructed in place and in kind.The variance granted herein for relief from Section 280-116(B)is mathematically substantial,representing 27%relief from the code. However, in the context of the entire community,the variance is not substantial.The nonconforming cottages have existed in their current locations since the 1940's with each waterfront cottage unit having a similar non-conforming bulkhead setback. The location of the proposed structure shall remain the same. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-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. However,to the extent that a structure ultimately and unavoidably requires some reconstruction and/or alterations to allow for reasonable improvements to continue the safe use of the structure,the need for variance relief is not self-created but created by the zoning code that now prohibits activities which at one time were not prohibited. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to the seasonal cottage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 of 3—February 28,2013 ZBA File#6622—Breezy Shores Comm.,Inc.(Mullman) CTM: 1000-53-5-12.6(cottage#11) RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Schneider, seconded by Member Goehringer, and July carried,to GRANT,the variances as applied for, and shown on the survey prepared by Howard Young,L.S., entitled Survey for Naomi Mullman,Cottage 11,Breezy Shores, dated July 6, 2012,revised Aug. 1, 2012 for General Amendments, Sheets 1 of 2, and 2 of 2. And the architectural drawings prepared by David Mullman, R.A., as follows: Sheets A-1 and A-2 dated 8/13/12 last revised 11/12/2012 titled"Site Plan for Proposed Renovation", and "Photo of Existing Cottage", sheet DG-100.00 dated 10/16/12 last revised 10/25/12, sheets A-101,A-102,A-103 all dated 10/19/12 and last revised 10/25/12 CONDITIONS: 1. The structure shall be used only as an unheated seasonal cottage. f 2.No future alterations or additions on the subject cottage may take place without review by the ZBA, other than necessary minor repairs as determined by the Building Department. That e a ove conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members: Weisman(Chairperson)Horning, Goehringer,Schneider. This Resolution was duly adopted(4-0). l Leslie Kanes Weisman, Chairperson Approved for filing 3 /2013 Sig F SCOTT A. RUSSELL JAMES A. RICHTER R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD ftl TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631) 765 1560 "+ . : Fax (631)-765-9015 �.ttt Il1:F 1,f�)I I.I�_S u'1{)4Vti SOU'I"IIOt:I�. 4'_tl5 IA�II1 RI 1111 R2 it t)1•t N,SO IIOt,(7_N:t"_t S 7'� OFFICE OF THE ENGINEER TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department PLEASEITTAGF#. FROM: Building Department ❑ A capy of Ahe completed Applicati rl fcl Building Permit DATE: 2 3 A complete set of Building Pians. APPLICANt: �IfSUI�(. � (.t.l.l�I�tAi� 0 A completedChapter 236 Stormwater PERMIT#: Review Checklist S.C.T.M#: BRIEF PROJECT DESCRIPTION: xP(\S(e- of OZJ CSG. i � _ a 7/22/2013 .%Y'Sl✓.tr. - Z-13 V a6uff07 DATE: — 3 CHAPTER 236 APPLICANT: NAami ti ILCN� # a Stormwater Review Checklist S.C.T.M.#: $`x PHYSICAL ADDRESS: �Rc-�z des � t• Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide A ditional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in§236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads,driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures U> i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas 1. location of the proposed concrete washout area in. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff'from all impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for plan approval)provided for: a. erosion and sediment controls b. construction entrance c. inlet structures(e.g. catch basins,trench drains,etc.) d. leaching structures(e.g. infiltration basins,swales,etc.) REVISED 7/24/2013 �o��of�lyo !o Town Hall Annex Telephone(631)765�-1802 P 05 Box 11Mak 79 . roner.richel't(mIG1oW(Ill l)7 olq nV us Southold.NY 119714959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: y Date: Company Name: o,,n,..l C-4z,4t,ae- - Name: � J 4 {, License No.: 7_ Address: Phone No.: j_z1 7 3f JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: gecp., 65 S tk Z *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: - Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *is job ready for Inspection: NO Rough In Final E *Do you need a Temp Certificate: NO ' I Temp information(if needed) *Service Size: 1 Phase 312hase 100 150 300 350 400 Other *New Service: Re-connect nderground Number of ilAeters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION C, 82-Request forinspoctlon Form — 0 D Tuesday, December 11,2012 11:37 AM Subject: Your Plans Date: Monday, December 19,201 1 9:58 PM From: Breezy Board <board@breezyshores.com> To: <dmullman@mullmanseidman.com> Cc: Board <board @breezys hores.com> David and Naomi, We hope this finds you well and enjoying the upcoming holidays. We wish you and your families a wonderful winter holiday season. Thank you for your patience while we reviewed your proposed construction on your cottage. Both the Board and the Architectural committee have signed off on your drawings. We look forward to discussing your next steps, including the set-up of a construction escrow account (per earlier email we sent out to the community).Additionally, we will need to talk to you about how your permits will be filed-whether or not BSCI will need to be named as property owner on the permit. This is because you are requesting a footprint expansion, and we want to make sure you are appropriately prepared for your presentation to the town. We will be ready to discuss once the holidays are over. Thank you again for the care and preparedness of your drawings. Happy Holidays, Breezy Board Page 1 of 1 OWN OF SOUTHOLD PROPERTY ` RECORD CARD OWNER STREET Gf 0 VILLAGE DIST. SUB. LOT vi F0 WR OSI E N E ACR. _ C 0 c- PrT _M. I . Cr i P vv ni I S W TYPE OF B ' RES. SEAS. VL. 'FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS OY t%[.re- AD 473889 53 . -5-12 . 6 OWNER: I I,]me BREEZY NUMBER# DATE TYPE CO # USE/DESCRIP'TION 23440 5/15/96 PERMIT REPAIR COTTAGE #25 23441 5/15/96 PERMIT REPAIR COTTAGE - #7 23442 5/15/96 PERMIT REPAIR COTTAGE #25 23443 5/15/96 PERMIT REPAIR CTG #12 Tillable 23444 5/15/96 PERMIT REPAIR COTTAGE #4 Woodland Meadowland" 23623 8/08/96 PERMIT REPAIR EXISTING SEASONAL COTTA- House Plot 3' BULKHEAD ` Total ,` t �i _ 9 .7 WN1 OF SOUTHOLD PROPERTY RECORD . CAD C 7 OWNER STREET VILLAGE DIST. SUB_ LOT FORMER OWNER N E ACR. ' '7g:-43 S W TYPE OF BUILDING Pec oh c — r /r FRES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ,2 4, -V-'v Z y(i ry U �• / • ' 30„0 1 ?I3c?:'}. 0 CD a. �. LZ -t z 42.7' � ti _ . �!-✓'., �,"✓ W '`vr 1 v 1 +-�t 7 ' .�,. r .7r. �r �.7.'\ -'!'..��� ."i � ��v7� /'V ..�!�J d��'t AGE BUILDING CONDITION .. [�. NEW NORMAL BELOW ABOVE 3 82 ' L A.lO V--)CD_ y (�_ ' A1C. - FARM Acre Value Per Value '''"` 4.80 Acrei _G .. -Le,-,-'5 518 � ` Tillable FRONTAGE ON WATER - r `1 -- i � � �' Woodland FRONTAGE ON ROAD Meadowland DEPTH • House Plot BULKHEAD Total DOCK SCTM # -----'i Dtk C04e TOWN OF SOUTH LD PROPERTY RECORD CARD OWNER STREET (o S q°� VILLAGE DIST. SUB. LOT got= c ��� ' znc. M6u'n Koo.J Gyeen por+ lb ACR. a 3 , REMARKS See G TYPE OF BLD. Ljj] )Qj #3 5 L)rs PROP. CLASS � �1Gr��n -fie 5a e � r ensa� 2 #3 n3 Aoe-DairC MD LAND IMP. TOTAL DATE 3 2q Gs 016D6 6DD o %L. Im e-v �2 oa3 FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL t7t L I I. L 1__....L,— —A _ 7� TOWN OF SOUP HOLD PROPERTY RECORD CARD OWNER _ _STREET VILLAGE DIST. — SUB. _ LOT ACR. REMARKS a TYPE OF BLD. �t 0/.s PROP. CLASS 9 zv Iq .fin rWAO s nl cw LAND IMP.() TOTAL DATEL11, Q — U - l 39 a --T .tn!�,#/yz 3 nnn24z 2 ►'glaces 13 a 71.2 qlglb.3 SP* 6M06 rc-p►a ces B P' -a7)a 551707 Ce Mces 8P* 1:7;, t a a3 8 P a�7pg' rC� aces $P 119 _— BP � 7o re kktce � ot7laa g o3 P a9�10 re plate-s t3P a7 i a3 g lo3 U aq7 11 re aces 8P#- — 'sibs (3 P 3 cf 7 Ceo ��Ce.A�I Y' ZR Ib R 4 32-42r it�ce.S 3I g o7 P*-332 i()+ llf —Hop ,j- # 2e DEPTH g 6P.*3393 vood stye— �6+�c MEADOWLAND BULKHEAD . .. ,_� 717 Ot�T O ROIg OWNER STREE' ' � VILLAG DIST aSUB` LOT' 7F7, FORMER OWNER ` Nd ' E� ACR. S ' W ? / a TYPE OF BUILDING 41 _7 RES. SEAS. VL. FARM' COMM. CB. MISC. Mktg Value LAND IMP, TOTAL DATE REMARKS y I14 01 al S Is @ S d d -- �f AI -C.C1 70 0 AGE BUILDING CONDITION 15 S.o.O NEW NORMAL BELOW ABOVE e. e_?' FARM' Acre Value Per Value Ac re Tillable 1 lig, /34ofG . / 00 Tillable 2 M 440 Tillable 3 Q o Woodland Swampland FRONTAGE ON WATER o� D //�� �4 6 d Q Brushland FRONTAGE ON ROAD f House Plot DEPTH BULKHEAD,:,: bo 2,e FRO Total DOCK 3 O (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. -7 400 Ostrander Avenue,Riverhead,New York Ii901 tel.651127.2505 fax.651.127.0144 odmineyoungengineering.com 0 :- Howard W.Young,Land Surveyor o N Thomas G. Wolpert,Professional Engineer 11 x Douglas E. Adams,Professional Engineer O o a Robert G.Tast,Architect ` 01 N O N / O_ v GI %!T N ' O rn 0 o N V / SURVEYOR'S CERTIFICATION row WE HEREBY CERTIFY TO NAOMI M U L M A N SURVEY WAS PREPARED IN ACCORDANCE / PRACTICE FOR LAND 5URVEY5 ADOPTED T ASSOCIATION OF PROFE55IONAL LAND L1 4 z } HOWARD W.YOUNG,N.Y.5. E DNIO N •.., SURVEY FOR - D�iaaaaottaba NAOMI MULLMAN COTTAGE II, "BREEZY 5HORE5" NAOMI MULLMAN at Greenport, Town of Southold -' COTTAGE II Suffolk County, New York i EXISTING- CONDITIONS SURVEY County Tax Map District 1000 Section 55 Block 05 Lot P/0 12b MAP PREPARED JULY 06,2012 Record of Revisions RECORD OF REV1510N5 DATE GENERAL AMENDMENTS AUG.01.2012 N n J O O 51 TE MAP 400 O 200 400 800 o SCALE: I"=400' a Scale: I" = 400' JOB NO.2012-010-7 DWG.2010_0205_2012_0107—ex—conditions I OF 2 O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET e= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 114101 LEGEND tel. 631121.2305 fax.631.121.0144 W�IM N (,() �J1 admin®youngenglneering.com c = CONCRETE COVER Howard W. Young,Land Surveyor 0 = WATER METER Thomas G. Wolpert,Professional Engineer VALVE E Douglas E. Adams,Professional Engineer HYDRANT1;) o FIX = FIXED DOCK Vd Robert G. Tost,Architect N FLO = FLOATING DOCK S WS = WOOD STORAGE I = CELLAR ENTRY N RO = ROOF OVER o 05 = OUTDOOR SHOWER o G-28 = FRAME COTTAGES NUMBER +6.17 'L4`r S i 5.09 = (SURVEY)ELEVATION ROAP14r c X 6.5 = (RECORD)ELEVATION 31 of ® +s 6.66 N = WETLAND5 FLAG 4 NUMBER }6,45 }6.65 c }6.83 7.20 7.30 o <^ �,p6_�C, �1t7 }7.59 Noi Y(' r0 {6.09 44 o © adR��YQ 'S }6.36 }6.74 N � � � +7.47 SURVEYOR'S CERTIFICATION }6.50 +6.32 +7.57 ' WE HEREBY CERTIFY TO DAVID MULMANN }736 IS SURVEY WAS PREPARED IN ACCORDANCE WIT E g'.ov U O � `` PRACTICE FOR LAND SURVEYS ADOPTED B 565 32 +6 }6,60 ASSOCIATION OF PROFESSIONAL LAND © d. 1 S4 2 U > 5.756.20 \.6.62 _z \ ® X49 �_ © t i •;i 7.29 .72 R ® i 0 6.54 9 U# 9� 7.06 ``` S.i _ �. 5.49 V ` yg +6.76 689 HOWARD W.YOUNG,N.Y.S.L.S. 45893 af,` �C 6.35 6.68+6.97 l r 00 ,2 T/D 6.29 + h }6.62 .5.67 ... - m ILA4��q �Y F5.22 6.75 ,,, SURVEY FOR N '`�'II �qCF act �vX 5.67 X45' V o $Y�N pN.} . SAL TO +4.74 6.0, .y.s.97 `` T �. NA�OMI MULLMArN Q }4.49 / U 6.20 COTTAGE II, "BREEZY SHORES" �1 +3.25 .36 rq) D }3.05 }3.2, 5.14'F/ at Greenport, Town of Southold iq w a / }5, Suffolk County, NeYork 3'74+/ }5.61 EXISTING CONDITIONS SURVEY / 3.09 307 / }3 County Tax MaP District 1000 Section 53 81..k 05 Lat P/O 12.6 42 / }3.13 1-4.25 MAP PREPARED JULY Ob,2012 58 • 3..6 Record of Revisions T 3p6 RECORD OF REVISIONS DATE .67MoD GENERAL AMENDMENTS AUG.01.2012 �S�,4N a �J SOUND ° n 0 } m PLAN 30 0 15 50 bo 1.0 SCALE: I" - 50' Scale: 1" = 50' VERTICAL DATUM = NA`�D 14188 =JOB. 2-010'70203_2012_010-1_ex_conditions OF 2 O = MONUMENT SET = MONUMENT FOUND Q= STAKE SET = STAKE FOUND Addendum A. Construction Process 1. The existing waterside room and bathroom will be demolished. 2. A house mover will thread steel beams under the wood frame cottage and lift it up. 3. The existing aging and deteriorating brick foundation will be removed. 4. A new continuous concrete foundation wall and footing along with concrete center posts will be installed. This new foundation will be taller than the existing foundation and will expand the footprint poly at the bathroom area, as shown on the drawings. S. New wood sill beams and center beam will be anchored to the concrete foundation and center posts. 6. The cottage will be lowered onto the new sills and beam and be anchored with the appropriate straps and anchors. 7. We assume that it is probable that we will need to sister some new joists to some of the existing joists and possibly even replace some joists. 8. In order to raise the ceiling height, the roof will be removed. The existing stud walls will remain in place and we will sister new studs alongside the existing studs to the new higher plate height. 9. New walls will be framed around the waterside room and bathroom. Including a microlam beam in place of the wall between the living room and waterside. 10.New rafters and ceiling joists will be framed and a new roof put on the cottage. The new roof will include a small dormer to let light and air into the kitchen. I I.New hurricane strength windows will be installed in the existing window openings and in the newly framed openings in the waterside room and bathroom. 12.During this process a new electric service will be brought to the cottage underground from the nearest pole. The existing plumbing will be upgraded. The cottage will remain unheated. 13.The walls, ceiling and floor will be insulated and new HardiePlank lap siding will be installed to mimic the existing clapboard. 14.lnterior finishes and cabinetry will be completed. Addendum B Approval Process at Breezy Shores Breezy requires that any shareholder who needs to do renovation work that requires a building permit submit plans and descriptions to the Board of Directors for approval. The Board then passes those plans and descriptions to the Architecture Committee for their review and recommendation. The Architecture Committee reviews the plans for conformance with Breezy Shores Architectural Guidelines and for the appropriateness of the proposed work. Once the Committee reviews the shareholder's proposal they inform the Board of their opinion. They often ask for more information and or clarification of any part of the plans that are not described sufficiently. The Board then makes a final judgment on the proposal and informs the shareholder he may or may not proceed. Shareholders who are permitted to proceed may file their plans with all the required agencies and town boards. Each submission requires not only the signature of the shareholder but also a signature of a Board member. Attached are emails giving approval to file plans for the renovation of cottage number 11. I ADDENDUM C LESS THAN REQ'D 21"CLEARANCE .n O� 5a a0 W Zu _3 F gyp. O LESS THAN REQ'D 30"DIMENSION LESS THAN REQ'D 30"DIMENSION PLAN 1/2" 1'-0" ADDENDUM C r , r , r r i i N Ln 1 1 r r r , r r , r r r r , r r r , r , r a i SECTION 1/2" 1'-0" -DOES NOT COMPLY WITH 301.1.3. NONE OF THE CEILING HEIGHT IS ABOVE 7'-0". -DOES NOT COMPLY WITH 301.1.4. REQUIRING A MINIMUM OF 6'-8" CEILING HEIGHT OVER AND AT THE FRONT OF ALL FIXTURES AND THE REQUIREMENT THAT THE SHOWER SHALL HAVE A MINIMUM HEIGHT OF 6'-8" OVER A MINIMUM AREA OF 30"X W. • State o [ 2010 Residential Code of New York State 1 ■ Chapter 3 -Building,Planning ■ SECTION R301 DESIGN CRITERIA ■ SECTION R302 EXTERIOR WALL LOCATION ■ SECTION R303 LIGHT VENTILATION AND HEATING ■ SECTION 8304 MINIMUM ROOM AREAS ■ SECTION R305 CEILING HEIGHT ■ SECTION R306 SANITATION ■ SECTION R307 TOILET. BATH AND SHOWER SPACES ■ SECTION R308 GLAZING ■ SECTION R309 GARAGES AND CARPORTS ■ SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS ■ SECTION R311 MEANS OF EGRESS ■ SECTION R312 GUARDS ■ SECTION R313 SMOKE ALARMS CARBON MONOXIDE ALARMS AND AUTOMATIC SPRINKLER SYSTEMS ■ SECTION 8314 FOAM PLASTIC ■ SECTION R315 FLAME SPREAD AND SMOKE DENSITY ■ SECTION R316 INSULATION ■ SECTION R317 DWELLING UNIT SEPARATION ■ SECTION R318 MOISTURE VAPOR RETARDERS ■ SECTION R319 PROTECTION AGAINST DECAY ■ SECTION R320 PROTECTION AGAINST SUBTERRANEAN TERMITES ■ SECTION R321 SITE ADDRESS ■ SECTION R322 ACCESSIBILITY ■ SECTION R323 ELEVATORS AND PLATFORM LIFTS ■ SECTION R324 FLOOD-RESISTANT CONSTRUCTION R307.1 Space required. R307.2 Bathtub and shower spaces. R307.1 Space required. R307.2 Bathtub and shower spaces. TTo Previous Section Next Section To view the next subsection please select the Next Section option. SECTION R307 TOILET,BATH AND SHOWER SPACES R307.1 Space required.Fixtures shall be spaced as per Figure R307.I. so Click flere for PAID SubscrIptions • State o 12010 Residential Code of New York State] ■ Chapter 3 -Building Planning ■ SECTION R301 DESIGN CRITERIA ■ SECTION R302 EXTERIOR WALL LOCATION ■ SECTION R303 LIGHT. VENTILATION AND HEATING ■ SECTION R304 MINIMUM ROOM AREAS ■ SECTION R305 CEILING HEIGHT ■ SECTION R306 SANITATION ■ SECTION R307 TOILET. BATH AND SHOWER SPACES ■ SECTION R308 GLAZING ■ SECTION R309 GARAGES AND CARPORTS ■ SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS ■ SECTION R311 MEANS OF EGRESS ■ SECTION R312 GUARDS ■ SECTION R313 SMOKE ALARMS,CARBON MONOXIDE ALARMS AND AUTOMATIC SPRINKLER SYSTEMS ■ SECTION R314 FOAM PLASTIC ■ SECTION R315 FLAME SPREAD AND SMOKE DENSITY ■ SECTION R316 INSULATION ■ SECTION R317 DWELLING UNIT SEPARATION ■ SECTION R318 MOISTURE VAPOR RETARDER ■ SECTION R319 PROTECTION AGAINST DECAY ■ SECTION R320 PROTECTION AGAINST SUBTERRANEAN TERMITES ■ SECTION R321 SITE ADDRESS ■ SECTION R322 ACCESSIBILITY ■ SECTION R323 ELEVATORS AND PLATFORM LIFTS ■ SECTION R324 FLOOD-RESISTANT CONSTRUCTION R305.1 Minimum height. R305.1 Minimum height Tpp Previous Section Next Section To view the next subsection please select the Next Section option. SECTION 8305 CEILING HEIGHT 8305.1 Minimum height.Habitable rooms,hallways,corridors,bathrooms,toilet rooms,laundry rooms and basements shall have a ceiling height of not less than 7 feet(2134 mm).The required height shall be measured from the finish floor to the lowest projection from the ceiling. Exceptions: 1.Beams and girders spaced not less than 4 feet(1219 mm)on center may project not more than 6 inches (152 mm)below the required ceiling height. 2.Ceilings in basements without habitable spaces may project to within 6 feet,8 inches(2032 mm)of the finished floor;and beams,girders,ducts or other obstructions may project to within 6 feet 4 inches 4VALL WALL WALL FALL WALL t--4 IN _►f lr 4!N -*I s-4 IN, 2 IN4 TF-1' L I W TVs O 30'ty. 21 IN. WC,V�'' 30!dIW. IN ---- CLEARANCE ,♦ ._ � LA`ATOR ES 24 IN.CLEARANCE IN FRONT OF OPENING SHOWER WATER CLOSET OR BIDET IS IN. 'WALL WALL LV - M� TUB t21 IN. 21 IN.� 1 C1..EARANCE CLEARAWE L WALL TUB WATER CLOSETS WALL For SI: 1 inch =25.4 mm. FIGURE R307.1 MINIMUM FIXTURE CLEARANCES R307.2 Bathtub and shower spaces.Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface.Such wall surfaces shall extend to a height of not less than 6 feet(1829 mm) above the floor. Top-Previous Section Next Section To view the next subsection please select the Next Section option. COPYRIGHT 2007 by INTERNATIONAL CODE COUNCIL DRAINAGE NOTES TEST HOLIES SURVEY BY YOUNG & YOUNG DATED 05/21/2012 ROOF DRAINAGE= 802 SF NO. I NO. 2 D =A x l x C 04/26/12 04/26/12 A =SF of AREA EL. 6.4 0.0' EL. 5.4 0.0' +ra�' I = RAINFALL IN INCHES =2" BROWN BROWN C = I LOAM LOAM NOTES: (ML) (ML) D =802 SF X 2"X I = 133.7 I.NO FILL TO BE TRUCKED IN/ADDED TO SITE. CUBIC FEET TO RETAIN 2.8' I.0' ``•�•e.r, BROWN BROWN 2. EXISTING COTTAGE CONTAINS A SINGLE BEDROOM(NO TWO 6 DIA.BY 4 DEEP DRY WELLS TO CAPTURE ROOF b DIAMETER DRAINAGE RING CLAYEY CLAYEY CHANGE IN NUMBER Of BEDROOMS PROPOSED). ,�'� RUNOFF WATER. SEE CALC. HOLDS 28.3 CF/FT SAND SAND (SC) (SC) 3. HOUSE WILL BE DISCONNECTED FROM UTILITIES AND ' DIAMETER RINGS 4' 3.5' 2.3' HOUSE MOVER WILL RAISE HOUSE SO EXISTING PARTIAL USE (2) 6' DEEP 226.4 CF RETAINED FOUNDATION CAN BE REMOVED AND NEW FOUNDATION �` BUILT IN SAME FOOTPRINT. HOUSE WILL BE SET DOWN IN SAMPE PLACE AND WITHIN SAME FOOTPRINT. ` • ''*+,�� BROWN BROWN GRAVELLY GRAVELLY SAND SAND + s$ (SP) (SP) LEGEND: Aft GROUNDWATER WATER GROUND , ..C�. EXISTING ONE-TORY COTTAGE � 73 6.3 YELI DOR T DOR TO BE RAISED T TO ALLOW FOR CONSTRUCTION Of NEW +ra• EROOF/ YELIMER FOUNDATION. PROPOSED FINISHED FLOOR ELEVATION TO `0 BE 10.0'. *ei. AREAS TO BE RECONSTRUCTED ` WITHIN EXITING FOOT PRINT •r� !e ~' �+•. �Y � ADDITION BATHROOM ,D •S 1%�i�r�Cq�Olrq/�Q ` PROPOSED NEW WOOD FENCE AROUND OUTDOOR SHOWER. ` - 3+ -. WITH DUCK BOARD FLOOR. - too, iZp rs� R FT�41y ���D ., - DRAWING LIST p • PROPOSED 3'-7"X 5'-6" ONE-STORY BATHROOM ADDITION TO ENLARGE A-I —SITEPLAN OVERVIEW AREA AND RAISE CEILING HEIGHT OF A-2— DETAIL SITEPLAN & RENDERINGS •.�. ,.n � ;, EXISTING BATHROOM. DG-100.00— DIAGRAMS& SQ. FT. CALLS . A-100.00— SITE PLAN A-102.00— EXTERIOR ELEVATIONS A-10 1.00— FLOOR PLANS ACCESS TO CRAWL SPACE TO BE ' • .,�••� ,! r F.p., REMOVED. '•*•.. * � .,�,•r��.` / � \\ 6 "�► . RECONSTRUCT (iN-PLACE) COVERED ENTRY A-103.00—SECTIONS & FOUND. DETAIL 49 '++. DECK AND ADJACENT BATHROOM IN SAME r / IO PITCH) RAISE ROOF I'-2". (MAINTAIN EX / %o AIM lwbq� Imb PROPOSED EYELIT DORMER FOR • ```� y `c `/ / � � INSTALLATION OF 2 WINDOWS FOR LIGHT AND AIR, REPITCH SECTION OF ROOF. / T"•w '� terSEE SHEET A-2 FOR 7 //o �r`�'• ENLARGED PLAN VIEW i l 11 l�Do � '-``. 'SS*RrX 4 / �� DOD ,-- NDS SUBMITTED FOR BUILDING PERMIT-08/02/2013 EXISTING ROOF TO BE REPLACED. NEW ROOF TO BE RAISED+/- 1'-I"AND TO y' /4`4� RESCALE PLANS; NO DESIGN CHANGE- I t/12/2012 MAINTAIN EXISTING PITCH. n SISTER NEW STUDS TO EXISTING TO ~ -'"' t NEW PLATE HEIGHT.) '� � "++,r��.� REVISED- 10/10/2012 Revisions 4 A6.20 u 0 -L q& 44� , . PROPOSED STEPS TO RAISED cc � + ENTRY DECK ' PROPOSED PAVERS(GRASSJOINTS) OF NE ZONE AE 4 MULLMAN RESIDENCE EL 6 . COTTAGE I i 'SREEZEY SHORES' REMOVE AND REPLACE FRONT ROOM � �� GREENPORT, OF SOUTHOLD (1N PLACE AND WITHIN SAME y SUFFOLKCOU TY,N FOOTPRINT)AND RAISE ROOF 1'-2". FLOOD INSURANCE RATE MAP (MAINTAIN EXISTING PITCH) 3.09 + ' LIMITING FENCE AND #36103C0159H TAK DTHAYBALES TO BE INSTALLED -1.07 �'�� PRIOR TO,AND MAINTAINED .42DURING, CONSTRUCTION. .4. 15 06 MULLMAN ••. _ SEIDMAN 06ARCHITECTS ,S5 N ` SUITE137 VARICK STREET, 401 1 TIDAL WETLANDS BOUNDRY `"�. NEW YORK, NY 00 3 EQUALS FACE OF EXISTING � ' T E L 2 1 2 . 4 3 1 0 7 7 0 r�� BULKHEAD,AS DETERMINED BY EN CONSULTANTS, 05/25/2012. FAX 2 12 4 3 18 4 2 8 . �'"`'"�•�„r� Drawing Title SITE PLAN FOR PROPOSED RENOVATION 0 10 20 30 40FT Scale 1:10 Date 08/13/12 An ' """�.� Prol. No. III I DRAINAGE NOTES TEST HOLES SURVEY BY YOUNG & YOUNG DATED 05/21/2012 ROOF DRAINAGE= 802 SF NO. I NO. 2 D =A x I x C 04/26/12 04/26/12 A = SF of AREA EL. 6.4 0.0' EL. 5.4 0.0' I = RAINFALL IN INCHES = 2" BROWN BROWN , .�: C = I LOAM LOAM NOTES: (ML) (ML) '1 D = 802 SF X 2"X I = 133.7 I. NO FILL TO BE TRUCKED IN/ADDED TO SITE. "�'••+ CUBIC FEET TO RETAIN 2.8' 1.0' TWO 6' DIA.BY 4' DEEP DRY BROWN BROWN 2. EXISTING COTTAGE CONTAINS A SINGLE BEDROOM (NO WELLS TO CAPTURE ROOF .31 6 ' DIAMETER DRAINAGE RING CLAYEY CLAYEY CHANGE IN NUMBER OF BEDROOMS PROPOSED). RUNOFF WATER. SEE CALC. HOLDS 28.3 CF/FT SAND SAND (SC) (SC) 3.HOUSE WILL BE DISCONNECTED FROM UTILITIES AND USE(2) 6' DIAMETER RINGS 4' 3.5' 2.3' HOUSE MOVER WILL RAISE HOUSE SO EXISTING PARTIAL - 226.4 CF RETAINED FOUNDATION CAN BE REMOVED AND NEW FOUNDATION +15DEEP BUILT IN SAME FOOTPRINT. HOUSE WILL BE SET DOWN IN SAMPE PLACE AND WITHIN SAME FOOTPRINT. BROWN BROWN GRAVELLY GRAVELLY r SAND SAND .30 GROUND GROUND LEGEND: „�-� WATER 7.3 WATER 6.3 EXISTING ONE-STORY COTTAGE TO BE RAISED 2'TO ALLOW FOR ■ RE-PITCHED ROOF/ CONSTRUCTION OF NEW EYELIT DORMER FOUNDATION. PROPOSED FINISHED FLOOR ELEVATION TO gy8pp,, BE 10.0'. + , �Qrr AREAS TO BE RECONSTRUCTED + WITHIN EXISTING FOOT PRINT •`•�..., PROPOSED BATHROOM ADDITION kill' %1- PROPOSED NEW WOOD FENCE "►�//�C�F AROUND OUTDOOR SHOWER. s By o�, RFs . , ` --. WITH DUCK BOARD FLOOR. ,100• y� Va/s S 1-4 1.1 ?0/ 6�?p'� . • � DRAWING LIST .�`•�=5.ETgq(C PROPOSED 3'-7"X 5'-6" ONE-STORY ISD BATHROOM ADDITION TO ENLARGE A-I - SITEPLAN OVERVIEW AREA AND RAISE CEILING HEIGHT OF A-2- DETAIL SITEPLAN & RENDERINGS ~'`�• .�,.i � EXISTING BATHROOM. DG-100.00- DIAGRAMS & SQ. FT. CALCS A-101.00- FLOOR PLANS i ACCESS TO CRAWL SPACE TO BE A-102.00— EXTERIOR ELEVATIONS REMOVED. '°�-., �,,� i /r, \\ 6,�„ A-103.00- SECTIONS & FOUND. DETAIL RECONSTRUCT (IN-PLACE) COVERED ENTRY � DECK AND ADJACENT BATHROOM IN SAME • `''�-�.,+•�. / / FOOTPRINT. RAISE ROOF 1'-2". (MAINTAIN STING PITCH) R ► 11 1 f. _ PROPOSED EYELIT DORMER FOR INSTALLATION OF 2 WINDOWS FOR " LIGHT AND AIR. REPITCH SECTION / OF ROOF. SEE SHEET A-2 FOR ENLARGED PLAN VIEW WZ�X ~pS A. O ' / �•,,,, • O 0 -EXISTING ROOF TO BE REPLACED. NEW ROOF TO BE RAISED+/- I'-I"AND TO " \\ " 4`4" `*+�►'",� RESCALE PLANS;NO DESIGN CHANGE- 11/12/2012 MAINTAIN EXISTING PITCH. (SISTER NEW STUDS TO EXISTING TO REVISED- 10/10/2012 NEW PLATE HEIGHT.) Revisions or 6,kA+ 6,20 �yD AfYO 5.36 49�,"Z2 PROPOSED STEPS TO RAISED 10`4 ENTRY DECK `' r + PROPOSED PAVERS (GRASS JOINTS) OF lE� ZONE AE MULLMAN RESIDENCE EL 6 COTTAGE 1 I 'BREEZEY SHORES' REMOVE AND REPLACE FRONT ROOM + h - GREENPORT, TOWN OF SOUTHOLD (IN PLACE AND WITHIN SAME SUFFOLK COUNTY, NY FOOTPRINT)AND RAISE ROOF 1'-2". FLOOD INSURANCE RATE MAP ► (MAINTAIN EXISTING PITCH) ,, 3.09 #36 103C0 159H + PROJECT LIMITING FENCE AND STAKED HAYBALES TO BE INSTALLED 1.07 '� • PRIOR TO,AND MAINTAINED DURING, CONSTRUCTION. .4 •,,,,r +4.11 ` MULLMAN �I SEIDMAN ARCHITECTS Co N 137 VARICK STREET, TIDAL WETLANDS BOUNDRY �""� NEW YORK, NY 010 3401 &0p��ASAP BULKHEAD,AS DETERMINED BY ■ TEL 2 1 2 4 3 1 0 7 7 0 EQUALS FACE OF EXISTING �iQ(Se FAX 2 1 2 EN CONSULTANTS, 05/25/2012. . 4 3 1 8428 k mDrawing Title SITE PLAN FOR PROPOSED dg Deptinalrvis RENOVATION 010 20 3p 40FT Btile Dat Scale 1:10 Date 08/13/12 Am ' Proj. No. 1 111 of wF�Fc� 6+36 ��tiFgTF os F�F� cs oB BOA FS Fc�F�is qs TFR ■ 1/�6 7s +60 4 TWO 6' DIA. BY 4' DEEP DRY 4 k WELLS TO CAPTURE ROOF RUNOFF WATER. SEE CALC. t�oa �_ ■ y. ; EXISTING ONE-STORY COTTAGE CIO TO BE RAISED 2'TO ALLOW FOR CONSTRUCTION OF NEW ■ FOUNDATION. PROPOSED FINISHED FLOOR ELEVATION TO 16 BE 10.0'. s r Mb%` / ao. PROPOSED NEW WOOD FENCE �' AROUND OUTDOOR SHOWER. WITH DUCK BOARD FLOOR. PHOTO OF EXISTING COTTAGE / J PROPOSED T-7"X 5'-6'• ONE-STORY BATHROOM ADDITION TO ENLARGE AREA AND RAISE CEILING HEIGHT OF / EXISTING BATHROOM. %o WWM _ ACCESS TO CRAWL SPACE TO BE r REMOVED. RECONSTRUCT (IN-PLACE) COVERED ENTRY DECK AND ADJACENT BATHROOM IN SAME FOOTPRINT. RAISE ROOF I'-2". (MAINTAIN / / \ EXISTING PITCH) PROPOSED EYELIT DORMER FOR wirL _ INSTALLATION OF 2 WINDOWS FOR . . . . h `4 is ;i;:;?;e LIGHT AND AIR. REPITCH SECTRON ��1e ■ / OF ROOF. � i / � .- ■ - 55/ x MIS ' / b w r• + / ""LNL EXISTING ROOF TO BE REPLACED. NEW — _ ROOF TO BE RAISED+/- I'-I"AND TO MAINTAIN EXISTING PITCH. r / / / • - -_ (SISTER NEW STUDS TO EXISTING TO O NEW PLATE HEIGHT.) 6 :24 SETS 1yps 'N.M. AcitRESCALE PLANS; NO DESIGN CHANGE- 11/12/2012 �� ;:�:'.:.:.:•.:.:.:.:.::�:?::::.':�:`,:':':'. / REVISED- 10/10/2012 �p E?SEi 0 iij!i;i;EE`'•'•'SESSi?i`i'E':i�fi�E-;i;E?iiieic�S' ii�iicii••;:;. 0 i� / / 0 Revisions ■ r 0 0 c D A 0 R- . R C _ O 0 M L ti 1 0 cv i G i / 0 J .4 Z. / 0 TE PROPOSED STEPS TO RAISED O EN DECK TRY 'r REMOVE AND REPLACE FRONT IROOM CONSTRUCTION / RENDERING OF PROPOSED CO (IN PLACE AND WITHIN SAME �• . .Ole •-i FOOTPRINT)AND RAISE ROOF II'-2". ::.:.:.:.:.:.:.: i \ :' 1 ROPOSED PAVERS (GRASS JOINTS) U� h�N (MAINTAIN EXISTING PITCH) X4:41, 1/ � �y MULLMAN RESIDENCE 6 COTTAGE I I 'BREEZEY SHORES' GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, NY ZONE AE PROJECT LIMITING FENCE AND 140 � STAKED HAYBALES TO BE INSTALLED 1: 6 .20 PRIOR TO,AND MAINTAINED EL 6 i + DURING, CONSTRUCTION. FLOOD INSURANCE RATE MAP '■ MULLMAN #36103C0159H AM SEIDMAN ARCHITECTS 137 VARICK STREET,SUITE 401 ■ NEW YORK, NY 10013 TEL 21 2 . 43 1 0770 N FAX212 . 431 84 28 0 10 20 30 40 FT Drawing Title PHOTO OF EXISTING COTTAGE, + 5.61 RENDERING WITH PROPOSED Bldg Dept copy from ZBA CHANGES, DETAIL PLAN Final reviewed dq� a is ZBA Fit #�6 Scale 1:5 Date: / '3/ TIDAL WETLANDS BOUNDRY EQUALS FACE Date 08/13/12 A= 2 OF EXISTING BULKHEAD Proj. No. till NEW WOOD FENCE AROUND OUTDOOR SHOWER FOOTPRINT EXPANSION D RAW 1 N G KEY DUCK BOARD FLOOR ROOF EXPANSION REBUILD IN EXISTING FOOTPRINT FOOTPRINT EXPANSION RAISE NEW ROOF+/- I'-I" PROPANE TANK ON PA OVER EXISTING FOOTPRINT (MAINTAIN EXISTING PITCH) -- - -----, EXISTING FOOTPRINT EXISTING FOOTPRINT NEW ROOF TO HAVE 8" - I O Z OVERHANG AND GUTTERS; X I as PROPANE ON PAD SEE DWG 5/A-102.00 FOR DETAILED ROOF PLAN i EXISTING FOOTPRINT - - I TO BE REBUILT --------------- -- EXST. OUTDOOR (---- — �_ - II I = SHOWER - -- -- - i REBUILD IN EXISTING FOOTPRINT I BEDROOM 4 gD. ui EXISTING FOOTPRINT BEDROOM I ao FOOTPRINT EXPANSION , I I EP 11 I I NEW ROOF w BATH 1 1 1 I I { I EXISTING FOOTPRINT i �\ --- / REPITCH SECTION OF KITCHENI O I \ / I EXISTING ROOFED 5-1„ s COVERED I i KITCHEN [ I / - --------------� ENTRY DECK I \ I D :D --__-_ / \ covERt;>a- RAISE ROOF I'-2" OVER PROPOSED BATHROOM PLAN / \ COVE i EXISTING FOOTPRINT 4 - - t (MAINTAIN EXISTING 1/2" 11-011 L- - ----- DECK' 1 PITCH) 1 RECONSTRUCT ' 1 -- a -- - --- ( I COVERED -ENTRY DECK - -------------- .4 --- - ------- I I I EXISTING I I FOOTPRINT TO I I D 4'-I I 1/2" LIVING ROOM BE REBUILT ( I I I I / __--------_�--_--_--__-_ �� DDD EDE LIVING RO¢M I I olio 'D D I ala D D 0 D ✓ h I El I O � h; DD DDD Do PAVERS lD (GRASS JOINTS) ___----- ------------ FRONT ROOM ------------------------ a j D_ 1 DDD EXISTING � � �, REPLACE FRONT ROOM - � I = ' 1 � FOOTPRINT TO I , BE REBUILT WITHIN EXISTING 1E E FOOTPRINT I I RAISE ROOF 1'-2" OVER EXISTING FOOTPRINT - - —EXISTING FOOTPRINT TO BE REBUILT HLI (MAINTAIN EXISTING PITCH) I i ' EXISTING FOOTPRINT �----------------------------------------- DD ---- EXISTING BATHROOM PLAN TOWN OF SOUTHOLD SUBMISSION- 10/25/12 5 1/2" = 1 '-011 DEMOLITION PLAN2 CONSTRUCTION PLAN 3 ROOF PLAN Revisions /4 1'-0" 1/4- = 111-0" �I/4" = 11-011 CO w o 9 °•O 18$1• '�O MULLMAN RESIDENCE \ - COTTAGE I I 'BREEZEY SHORES' -- - GREENPORT, TOWN OF SOUTHOLD - SUFFOLK COUNTY, NY El I SQUARE FOOTAGE CALCULATIONS 1 I GROSS SQ. FT. NET SQ. FT. 10 � o = N MULLMAN - - zn Ln SEIDMAN EXISTING COTTAGE 657.0 608.81 ARCHITECTS PROPOSED RENOVATION 677.6 625.2 1 137 VARICK STREET, SUITE 401 NEW YORK, NY10013 TEL 212 . 43 1 0770 ADDITIONAL SQ. FT. 20.6 16.4 FAX 2 12 43 1 8 4 2 8 I PERCENTAGE INCREASE FROM EXISTING 3.1% 1 2.7% 6 , EXISTING BATHROOM ELEVATION Drawing Title (/21° = 11-O° DIAGRAMS OF PROPOSED DEMOLITION AND CONSTRUCTION Bldg Dept copy from ZBA 5c le AS NOTED Final reviewed docu ents ZBA Fil # � oZ Date: D /� Te 10/16/12 DG- 100.00 Proj. No. III I KEY r-------' WALLS TO BE REMOVED NEW WALL CONSTRUCTION EXISTING WALLS TO REMAIN rp-. u n • EXISTING DOORS ii TO BE REMOVED EXISTING DOORS TO REMAIN NEW DOORS 14'-4" ________ EXISTING WINDOWS 1 -- TO BE REPLACED 202 13'-6" a� B NC I Ow ccZ EXISTING PROPANE a� I I---------------------------- a'a TANK ON CONCRETE . . . . . . . . . I PAD I I —————————— ---------- I I RAISED OUTDOOR I SHOWER, DUCK I I I I BOARD FLOOR EXISTING OUTDOOR SHOWER 7TM_ I I I I 01 ELEVATION @+/- 8'-0" I o•. + + NEW WALL FURRED I UP 1 R I REMOVE ALL WINDOWS OFF OF EXISTING I I I BEDROOM WOOD PARTITION I I I 2"CORETE NEW ELECTRICAL BEDROOM L——————— I I I I I I PADO GRADE I ----- , r. PANEL ———— I ^3 I NEW EP. 103 I 103 REMOVE ALL APPLIANCES, I I NEW WALLS, ROOF, I I I FIXTURES AND CABINETS IN FIXTURES AND FITTINGS OR ms SII `W I{ mo ht s� + GUTTER ATH I I I f KITCHEN `H' H S o ABOVE I E10 EXTENT OF EYELITo NEW 4X4 ACQ POST ------------I I DORMER ABOVE I 5� I L—' TO REPLACE I -— _______ ______ EXISTING LOCUST ° I \ ,i I I POST(TYP.) I Q r u I �\ / I = RELOCATED I I I I W KITCHEN \ / HOT WATER 0 HEATER W/ I - - I If SHELF ABOVENEW " I °.. ° ° ° ° ° .° I ---------------4 2 I I 2 I I oNOTuafs I ——_————— KITCHEN REMOVE COVERED + 103 { / 103 I I 3BELOWI ------ -----_ ENTRY DECK AND GRADE BATHROOM WALL S, REPLACE (TYP.) I e I ;;u ROOF, FIXTURES AND COVERED ENTRY ) I FITTINGS. OUTDOOR WATER , -- _ __ DECK AS ,. II ---- --- SPIGOT SHOWN PROVIUl:X; I / PORCH o I ---------I---r----- j- GUTTER ABOVE I —I—�2 X8 I I cy 5� I I POURED I NEW 2X4 STUDS I I CONC,FTG I — f I I I I T BELOW r s° 3 I ---- --- -- ----- I ADJACENT TO I L_�—J GRADE I r� � � - j - i EXISTING STUDS, Yp NEW PLATE HEIGHT I I r ----- -- I . '. ---------------- I TO BE 8'-1"AFF. I ° I I 1/2" ANCHOR I I — -� � RELOCATE HOT jRAISED PLANTER i j EVOERY 4' I j " „lWATER HEATER I I { I I // i 1 -4„ J n I I OUTDOOR WATER SPIGOT ° LIVING ROOM 2X6 COLLAR TIES @ 4'-0” O.C. I I I I I I I 18„ REMOVE WALLS AS 1 I LIVINGOINING ROOM 1 I I I I _ ;;;; INDICATED A103 I i i 103 � ° I f_ I I � 4 I ,1 II t o l I I A103 Ill iv i i I PAVERS (GRASS JOINTS) I I _ I I { RIDGE LINE OF NEW j J I I + N I I I EXPOSED I I ry I I I CATHEDRAL CEILING { ------------------------- ALL NEW CLAD I a . I I ---------------�' k=--- ------------ FF I I I I --------------- c=--------------- HURRICANE WINDOWS FIN. FLOOR ELEV. 10.0 IiII II °° IIIII i (3)2 X 12 ACQ TREATED WOOD F;;RONT ROOM REPLACE FRONT ROOM IRDER s4yho TOWN OF SOUTHOLD SUBMISSION- 10/25/12 AS SHOWN00 uj Revisions REMOVE FRONT ROOM GUTTER ABOVE WALLS AND ROOF I rt �c L— --------- --- --- ----- I-- °------------------- ' �� - -- — -- NEW(3) 9 I/2" I -4 I a ' SMART VENT FLOOR VENT MICROLAM BEAM ON ACCESS PANEL " MODEL#1540-511 MAXIMUM r;;--------r TRIPLE STUD POSTS12" ABOVE GRADE 1 WITH SOLID BLOCKING .0.01Q�5�. ' : A202 TO FOUNDATION. _ F MP0F/PWURNITUREPLAN OSTRUCTION (PLAN FOUNDATION PLAN DEMOLIW1oPLAN : 1 4 = 1 -0 3 Scale: t/4" = t'-0" tale: 1/4" = 1'-0" 1 Sca e: 1/4 " Mullman Residence Cottage I I I I Sage Blvd Long Island, New York MULLMAN SEIDMAN ARCHITECTS 137 VARICK STREET #401 NEW YORK, NY 10013 TEL 2 1 . 43 1 . 0770 FAX212 . 431 . 8428 Drawing Title Bldg Dept copy from ZBA PLANS Final reviewed dot ments ZBA Fie# b a� Scale Date: AS NOTED Date 10119/2012 A- 1O1 Proj. No. 1111 WINDOW SCHEDULE TYPE SYMBOL DESCRIPTION W/ MODEL NO. CLAD STORM PLUS DOUBLE HUNG BY MARVIN OA MODEL NO. CUDH3028 ROUGH OPENING 2'-5 3/8"WIDE BY 5'4 3/8" HIGH ASPHALT SHINGLES IBY TIMBERLINE OR EQ. ASPHALT SHINGLES BY TIMBERLINE OR EQ. — — — CLAD STORM PLUS DOUBLE HUNG BY MARVIN T.O. ROOF23.06' O MODEL NO. CUDH2428 ROUGH OPENING 2'-5 3/8"WIDE BY 5'-4 3/8" HIGH GUTTER CORNERBOARD AND TRIM BY AZEK _ _EXISTING T.O. ROOF CORNERBOARD AND TRIM BY AZEK 20.30' GUTTER T.O. PLATE 1 g 08'\Iv CLAD STORM PLUS DOUBLE HUNG BY MARVIN WOOD CLAD HURRICANE WINDOW \ MODEL NO. CUDH2426 O'\ _ EXISTING T_O. 15.09'PLATE / C ROUGH OPENING 2'-5 3/8"WIDE BY 5'-0 718" HIGH O O O O D CLAD HURRICANE WINDOW --------------- HARDIEPLANK FIBERCEMENT BOARD SIDING HARDIEPLANK FIBERCEMENT BOARD SIDING — ------- ---- LAD STORM PLUS AWNING BY MARVIN GROUND FLOOR I 1 — — / OD MODEL NO. CUAWN3616 _______________ I-000' ROUGH OPENING T-1"WIDE BY I'-3 5/8" HIGH WOOD LATTICE EXISTING GROUND FLOOR WOOD LATTICE — — .\ CLAD STORM PLUS AWNING BY MARVIN SOUTH ELEVATION NORTH ELEVATION O MODEL NO. CUAWN2432 3 )-Scale: 1/4" = 1'-0" 4 / \ ROUGH OPENING 2'-I"WIDE BY 2'-7 5/8" HIGH Scale: 1/4" = 1'-0" NOTE: GUTTERS ON ALL SLOPED ROOFS, DOWNSPOUT LOCATIONS TBD ASPHALT SHINGLES BY TIMBERLINE OR EQ. ------------- -----------7 GUTTER I I I I I I I CORNERBOARD AND TRIM BY AZEK I I I I I I RIDGE VENT I I I I HARDIEPLANK FIBERCEMENT BOARD SIDING I I f I --------- I I j j WOOD CLAD HURRICANE WINDOW Oc ASPHALT SHINGLES BY TIMBERLINE OR EQ. PTD WOOD OUTDOOR SHOWER ENCLOSURE I I I I I I I I I I I I WOOD LATTICE I I I I I I I I I I I IJ 2 EAST ELEVATION Scale: 1/4" = 1'-0" I I I I I I j I I EXISTING ROOF TO BE REMOVED, NEW ROOF TO MATCH PROFILE AND SLOPE I I I I I I I I I I I I i I I I TOWN OF SOUTHOLD SUBMISSION- 10/25/12 I Revisions ASPHALT SHINGLES BY TIMBERLINE OR EQ. I — T.O. ROOF \ Mi GUTTER J, •� v ——————————————————————————— / D \ / D —\ GUTTER AT SLOPED ROOF, TYP. —�—. TF ---------------- EXISTING T.O. ROOF �•• CORNERBOARD AND TRIM BY AZEK —� I 20.30 ) °:0 i 8?"\. � Lip E�1 I I — T.O. PLAT_ EE 18.08' I HARDIEPLANK FIBERCEMENT BOARD SIDING _ EXISTING T.O. PLATE I PTD WOOD DOOR AND SCREEN DOOR 15.09' Muliman Residence Cottage I i WOOD CLAD HURRICANE WINDOW O O 0 ° \ Oc I I Sage Blvd I I ° Long Island, New York I PTD WOOD PORCH, POST, DECK AND RAILING ASPHALT SHINGLES BY TIMBERLINE OR EQ. MULLMAN IGROUND FLOOR SEIDMAN I 1 CORNERBOARD AND TRIM BY AZEK , 10.0 KYAEXISTING GROUND FLOOR ARCHITECTS WOOD LATTICE ffl� 8.05 I l 137 VARICK STREET #401 L --- --------------------� NEW YORK, NY 10013 TEL 212 . 431 . 0770 EAST ELEVATION FAX212 . 431 . 8428 1 Scale: 1/4" = 1''-0" Drawing Title 5 ROF PLAN ELEVATIONS Scale: 1/4" = 1'-0" FBldg inal Dpt c Pydo u BA e Scale ZBA Fite#(p Date: /,� / fl AS NOTED Date 10/19/2012 A- 102 Prol. No. 1111 T.O. ROOF (� — — — — — — 23.06' V 6" HARD( PLANK SIDING 2X 10'S @ 16"O.C. _ (STING T.O. ROOF SEE S-102 FOR HOLD DOWN ANCHOR DETAIL 20.30' 2X8'S @ 16" O.C. 1/2"ANCHOR BOLTS EVERY 4'-0" NEW DOUBLE 2X6 PLATE TO +I V-0"FINISHED FLOOR REPLACE EXISTING SILL :0 2X6'S @ 16" O.C. AZEK DRIP CA :o T.O. PLATE - LII18.08' V „ AZEK TRIM zO A I1 II II 11 `n=-Tim � \• ---------- ---------- / % •------ CONTINUOUS FASCIA BD. „ CRAWL ----- - -� / EXISTING T.O. PLATE SPACE 7 \, _ _ _ WOOD LATTICE �� ____�___ \ / 15.09' _________ -- --- / \ SOFFET W/CONTINUOUS ON NAILERS SCREEN VENT u II u FLOOD AND VENTILATION / ^\ ---------------------- -- -- VENT 8"X 16" -------- 9 ii 4) O I 11 bD _ - M II ® ;; co 2"CONCRETE 'RAT'SLAB / ,I EXISTING FLOOR JOISTS O N II Q LOWEST GRADE+5.67' Q 1 AT SOUTHWEST ii MOISTURE \ / \ / CORNER r, BARRIER LL \ / GR UND FLOOR��y D ii ------ — — 1-0.00 V II II (3)#4 BARS SEE STRUCTURAL DRAWING S-102 FOR TYPICAL DETAILS — — EXISTING GROUND FLOOR SEE STRUCTURAL DRAWING S-102 SHOWING HOLD DOWN u �� 8.05- SEE FOR TYPICAL DETAILS SHOWING ANCHORS AND STRAP HOLD DOWN ANCHORS AND CONNECTORS. u • — — GRADE DATUM STRAP CONNECTORS. I.• ' d' n x ,P ° 6.30 n n° 11 (3)#4 BARS I1 11 x.• °u. EACH WAY Il °ii° ii Au 11 NEW (3) 2XI0 ACQ, TYP. 4 Z O ® ® — °;;. 8" SONOTUBES 3' °�� 12" CONTINOUS FOOTING W/ (3)#4 BELOW GRADE BARS, USE SIMPSON PBS66 TO SUPPORT GIRDER it I'-4"X 12 CONTINUOUS SPREAD " 'r'. FOOTING W/(3) #4 BAR EACH WAY 110 I, I PLACE 12" OF 3/4" STONE UNDER °�i.' 2'X2'X 12" POURED iP. FOOTING °'� o°. ° � � CONCRETE FOOTING ° 4 FOUNDATION DETAIL AT FLOOD VENT Scale: 111 = 11-01� o o° 3 BELOW GRADE o . 3 )�ECTION AT BEDROOMe: 1 = 1 -0 I EXISTING ROOF TO BE REMOVED, NEW _ ROOF TO MATCH PROFILE AND SLOPE SEE STRUCTURAL -� � � T.O. ROOF CONSTRUCTION DETAIL ; T.O. ROOF AL 23.06' DRAWING S-102 i i 23.06' nn� 2X6'S @ 16" O.C. � 1 (2) 2X6 HEADER , , 2x 10's @ 16" O.C. EXISTING T.O. ROOF ----------- EXISTING T.O. ROOF 20.30 20.30 —CONTINUOUS FASCIA BD. 2x6 COLLAR TIE, USE (8) 10d NAILS @ 48" O.C. SOFFET W/CONTINUOUS SCREEN VENT SOFFET W/ CONTINUOUS SEE STRUCTURAL SCREEN VENT CONSTRUCTION DETAIL --------- —CONTINUOUS FASCIA BD. I — — T.O. PLATE —� 18.08' I — — — 18.08' 8.08'AFF I 1 1 I I \ ---- - -- OPEN OPEN \ — — — EXIS ING T.O. PLATE t1 \\ — — — EXISTI G T.O. PLATE N TOWN OF SOUTHOLD SUBMISSION- 10/25/12 \ 1515.09' 15.09, \ 7.04'AFF (EXISTING) '^ N \ ` ` in Revisions \ o \ o Ake O O O O /" / H / °° um I it EXISTING FLOOR JOISTS \ // EXISTING FLOOR JOISTS 5 018Z �O / ---- OF Ki `:* 10 -------- ROUND FLOOR GR UND FLOOR 10.0.00' _ 10.00' Mullman Residence EXISTING GROUND FLOOR AL ' EXISTING GROUND FLOOR Cottage 1 I ; SEE STRUCTURAL a,`:' — — 8.05' �VI�I I I Sage Blvd II — 8.05 i `:�� CONSTRUCTION DETAIL " Long Island, New York II °„ DRAWING 5-102 �yo.. . 11 GRADE DATUM '�. r'.. f — — — — ��, — GRADE DATUM 6 30 MULLMAN II n 6.30 , .,,.. ,.a... . SEIDMAN ° 11. , ( ) Q `..,u. NEW(3) 2X10 ACQ,TYP. ARCHITECTS n " NEW 3 2X10 AC , TYP. u N Oil, i ,F ,,, .• 137 VARICK STREET #401 F 8" SONOTUBES 3' x 12" CONTINOUS FOOTING W/(3j #4 ��' ; 12" CONTINOUS FOOTING W/(3)#4 NEW YORK, NY 10013 BELOW GRADE 41- BARS, USE SIMPSON PBS66 TO SUPPORT �' 8" SONOTUBES 3' _u BARS, USE SIMPSON PBS66 TO SUPPORT T E L 2 1 2 . 4 3 1 . 0 7 7 0 GIRDER ii 1 -4 X12 CONTINUOUS SPREAD BELOW GRADE >' GIRDER FAX 2 12 . 43 18428 I'-4"X 12CONTINUOUS SPREAD FOOTING W/(3) #4 BAR EACH WAY " I ;; FOOTING W/(3)#4 BAR EACH WAY . „ _ o � Drawing Title o 11 ° ° " " PLACE 12" OF 3/4" STONE UNDER _� °II �, PLACE 12 OF 3/4 STONE UNDER o 2'X2'X 12" POURED �� ;h ii', i 2'X2'X 12" POURED {� CONCRETE FOOTING SEE STRUCTURAL DRAWING FOOTING " SEE STRUCTURAL DRAWING FOOTING SECTIONS S-102 FOR TYPICAL DETAILS '.:' , , CONCRETE FOOTING ,I3' BELOW GRADE _= o _ o 'QS-102 FOR TYPICAL DETAILS ro-, SHOWING HOLD DOWN 3 BELOW GRADE Bldg Dept copy from zBA ° , ..; ; . • . SHOWING HOLD DOWN Final reviewed documents Scale --"-----"- ANCHORS AND STRAP ---------- zBAFi►e# AS NOTED SECTION AT KITCHEN SECTION AT LIVING ROOM ANCHORS AND STRAP Date: / X013 A 103 2 ca e: 1 2 = 1 -0 CONNECTORS. 1 ca e: 1 = 1 -0 CONNECTORS. Date 10/19/2012 Proj. No. (III WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: GNOTES F FRAMING: OCCUPANCY CLASSIFICATION ENERALRoo 1). RIDGE-TO-RAFTER ASSEMBLY: R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING a' Qv a When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: NOS5w '�� TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL i�-1802 � ���ti.� �,�fr �,�- 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. Of CONSTRUCTION (SEE PLANS) � CEILING JOIST 8'WALL: 3-8d COMMON EACH FOLLOW �+WMINW& intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL _ for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: TAB COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1 FOUP�DPIFIO� � " � ETJ State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA FOR INURED CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 2. ROUGH - FRAMING A P6U�$ jN�.� construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS INSULATION CROSS SECTION AND GENERAL NOTES 4. NAL -- CONSTRUCTION MUIT OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 BE COMPLETE FOR 0,0, 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal state count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 ALL CONSTRUCTION SHALL I OF T�� eet y TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE �'» � ��,�� 10 REQUIREMENTS OF THE CODSO�P N[�W These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in liine with studs below, the � YORK STATE, NOT RESP®N6I14 F@R studs shall be attached to a common member in the floor assemblly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE IREM 20 DESIGN OR CONSTRUCTION IRR§R§, should be adhered to even if in variance with the plan. 2 - 8d COMMON accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) RETAIN STORM WATER RUNOFF 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL COMPLY �:Fi H ALL CODES OF First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING} PURSUANT TO CHAPTER 236 30 T- 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS OF THE TOWN CODE. 40 NEW YORK STATE & TOWN CODES responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL AS REQUIREb AND CONDITIONS OF construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 SOUTHOLD TOWP:ZBA precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) spacing is to be spaced and sized in accordance to table 3.2a. In ,addition to spacing, TOP PLATE TO PER FACE NAIL S�i�I-L�-T�V1N PLP,NNING BOARD specific use expressed or implied in the use of these plans. p g p p g TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION OWN TRUSTEES anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all SOUTHOLD TOWN TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION DETAIL PAGE& GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. 4 - 16d COMMON N.Y.S.DEC INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Yp 2 - 16d COMMON STUD O.C. NAIL Sym.; O/'rr{1�� attached with 8d common nails at 6" o.c. at the panel edges and 12"o.c. in the field, and FIRE PROTECTION CCU 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO NG16" O.C. FACE SEE FLOOR PLANS p 16d COMMON SMOKE& CO2 DETECTORS ® USE IS UN� such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" D.C. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION W11 Hof Iii lc #WE 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK Aft rr'[D�h✓� 6). TYPE Ii EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Ur OCU iIf NCY FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3..15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. FLOOR FRAMING. FLOOD SNOW SPEED DESIGN WIEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT PLUMBING 7). INTERIOR SHEARWALL CONNECTIONS: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ALL PLUMBING WASTE 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be im accordance with JOINT DESCRIPTION NAIL NAIL NOTES &WATER LINES NEED QTY. SPACING MODERATE SLIGHT TO TESTING BEFORE COVERING 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 F7. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD PLUMBER CERT/FICATION 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 CN LEADCONTE'N''BEFORE poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs 9). CATHEDRAL CEILING ASSEMBLY: 2" O.C.COMMON O.C. SEE NOTES: 1 ( BOTH FIELDS) 6"LOCKING TO: EACH TOE INTERIOR ZONE 8d COMMONERTIFICATEOFOCCUPANCY to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and @ . . @ . 3 - 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD SOLDER USED IN WATER 6„ maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE along the open ceiling part of the building. Connections to the ridge and wail shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 SUPPLY SYSTEM CAA/NOT 6). Crawl spaces to be provided with a minimum 18"x24" access opening. install one 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. TO BEAM JOIST NAIL EXCEED 2l1�OF 1% LEAD. attached with the above requirements. TO BEAM DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMMON PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Draina a as re uired b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers .and nuts. 2 - 16d COMMON g q Y Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/ truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nluts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches D.C. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 D.C.. CEILING SHEATHING: SHEATHING SP'ACiNG NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL. EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING „ SEE NOTES: 1, 3 ( BOTH FIELDS) g g 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. where needed. GYPSUM 7" O.C. EDGE8d COMMON @ 6" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be(2) 2x10#2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. 8d COMMON @ 12"O.C. SEE NOTE: 3 WALLBOARD i0„ O.C . FIELD INTERIOR ZONE openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: o p 7). All joists to be supported with hangers and anchors. Each joist shall also be anchored NOTES openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8`9. Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same mainner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. 7/16"OSB anchors where applicable to all connecting joists. PLUMBING NOTES 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 3" O.C. EDGE 6" O.C. FIELD 2). Tabulated 12 inch D.C. nail spaciing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. SUBMITTED FOR SUILDING PERMIT-OS/19/2013 WALLBOARD 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvini;zed box nails shall be permitted to be substituted for common nails. Revisions 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2).Verify septic system with the Engineer for Suffolk County Health Department approval FLOOR SHEATHING NOTE: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side STRUCTURAL PANELS 6" O.C. EDGE provide adequate bracing and plates to protect and secure the stiructure. Verify with the QTY. SPACING state code and manufacture's recommendation for maximum hole size and spacing permitted. EXISTING CONDITIONS. (MINIMUM 3000# CAPACITY. �`���M �RC where applicable unless otherwise noted. " OR LESS 8d COMMON 12" O.C. FIELD 1 �-Qr\O � � .HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE:-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. cr -4 9). Provide blocking/bridging in floor joists at 80 o.c.. Use solid blocking in floor joists under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES. 2)•USE ALL I-N HANGERS AND ANCHORS WITH SMOKE ALAR E PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL i-Co2 DEETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF gj'y°•01i��.o'yd� needed. 2).HVAC subcontractor is to fully coordinate all system data and (requirements with the MENTIONED iN SCHEDULE NOTES ONLY. uF �NE`� equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/211 thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing as required by current NYS Resi(dentlat Code- FIREBLOCKING REQUIRED 3).HVAC subcontractor to provide final system layout drawing anid submit it to the General nailed 6 on-center at the panel edge. if wall sheathing Fireblocking shall be provided t(o cut off all concealed draft openings(both vertical and horizontal) CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. " Contractor and owner for final review and approval. is nailed 3" on-center at theher to obtain edge anel hi and to form an effective fire barrrier between stories,and between a top story and the roof space. p g g Fireblocking shall be provided im wood-frame construction in the following locations. Mullman Residence 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural COTTAGE I I adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud iwalls and partitions, including furred spaces,at the ceiling and floor i I Sage Blvd over subfloor as per manufacture's instructions. such as shearlates, shall be used to maintain load path. levels.Concealed horizontal fiurred spaces shall also be fireblocked at intervals not exceeding 10 i).All electrical to be installed as per N.Y.S. Residential Constructtion Code. p p feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Long Island, New York using parallel rows of studs orr staggered studs. 13). All bathroom wails to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2).All electrical work shall be approved by a qualified Underwriter'. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. MULLMAN to have regular 1/2 sheetrock. All walls to be taped and finished. 3).Install Smoke detectors and Carbon Monoxide detectors throulghout as required by current to be reduced tol - 16d nail per foot. 3).in concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces SEIDMAN 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or N.Y.S. Residential Construction Code. under stairs shall comply witih current N.Y.S. Residential Code. ARCHITECTS approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. / (( �� 137 VARICK STREET #401 " torch down type material over. - `� � NEW YORK, NY 10013 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. { rrP,' ~�',,` ( TEL 2 12 . 43 1 0770 P1 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal ! AUG I FAX 2 i 2 . 4 3 i 8428 ��' - 21 2013 Drawing Title STRUCTURAL GENERAL NOTES Scale AS NOTED Date S- 101 '- ( O 1 8/1912013 J Proj. No. 1111 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS 0 ENDWALL RAFTER CRIPPLE STUD WALL STUD 0 BOTTOM PLATE 0 RIDGE HEADER LEDGER BATHTUB SIDEWALL DOUBLE JOIST —fl JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION N/A 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR 80LTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPAT S TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 2ND. ADSS HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROUGH ALL OPENINGS LSTA121-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 L526 18ga.SLOPE HANGER PPLY TO EACH RAFTER/LEDGER. JOIST DIRECTION WITH(2)JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUD THROVENTS GH-ROOFSELECTED EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE F RIM BOARD CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) /WALL SHEATHIN RAFTERS MAINTAIN VENTILATION SIDEWALL E SHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING BLOCKING FINISH' LL AND MOISTURE �` 2x4 LEDGER. STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRI TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT W LL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A _ BE. EEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION R OFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF "� GUTTED INSTALL 4'0"O.C. �` THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4"-8" LSTA24 1-i/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH } ONTIN.SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8"- 14" LSTA30 1-1/4"x30" 18ga.STRAP AND JACK STUDS ;` AND SO AS TO MAINTAIN AIR SOFFITED EAVE GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR INSTALL 4'0"O.C. Fr EACHRAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14"- 16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"- 12"RAFTER RT20 21-1/8"x 20 a.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS ON ALL OPENINGS KEEP ROOFING NAILS OUT / g EACH RAFTER SOFFITED EAVE DETAIL D. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHIING 4 INCHES RAFTER BASE SHING WRAPS CORNERS, / \ RIDGE CAP OF SAME ERTEN UNDER SHINGLES AT MATERIAL AS ROOFING N/A SIDES 4 1 CHES AND LAPS NAILED TO SHEATHING SHINGLES T BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE W L FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING T E ATTACHED TO WATUDS @48-OC WOOD JOIST AND L WINDOW/DOOR OPENING CK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH P NUMBER DESCRIPTION APPLICATION AND RAKES-- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS I ALL 4'0"O.C. PREVENT CAPILLARY ACTION 4"- LSTA36 1-1/4"x36"18ga.STRAP AND K STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL 0 INGS CONNECT EACH KEEP SHEATHING MIN. 1-1/2" RAFTER/PLATE RT15 TYDOWN ANCHOR RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FROM PEAK TO ALLOW FREE INSTALL 4'0"0. RAFTER TO PLATE AIR PASSAGE OVER RIDGE TO THE PROPER STEEL CONNECTOR. 8"- 16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS N/A PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS PLATES TO EACH STUD ABL. SILL PLATE TERMITE SHIELD SILL GASKET - SUBFLOOR WOOD JOISTS TYP,CONC. FOUND ION CONC.S NEOPRENE C n 6 MI OLY GASKET DAMPPROOF EXTER V G LAR FILL ° V� BOLTEDTOONTTINUO M WITH PLATE EMIL POLY ON EXTERIOR V STEEL COLUMN ^ DI � i/2 ' A. B S @ 48"o.c.STAG. A r Q Vn CONC.SLAB I! p \/ ROOF ACK ST BEAM q COMPACT FILL 46r 4"x 1/4"x 8"STEEL o V ROOFING TOP AND BOTTOM PLATE ° ° � q D, � ZAPS KEYWAY FOOTING n ! FLASHING AT ! v � E �- & Z! CONC.FTG. 'q Q% ITH 1/2"x 6"ANCHOR BOLT SUBMITTED FOR BUILDING PERMIT-08/19/2013 ° USE WITH 3x3 SQUARE WASHERS SIDES AND TOP o o Q•. : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) \ I 1/ "GROUT p � REINEO NG BAR Revisions....--••--� � DRAIN FOUNDATION 5/8"DIA.ANCHOR BOLT 3"STEEL UMN N/A ANCHOR BOLT CONNECTION J SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) N/A N/A CRAWL SPACE OR FOUNDATION ROOFING AT BOTTOM ....---.'- r SILL PLATE TO FOUNDATION 1 STORY 72' OC ���t• D A,q� SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL �,•+4 #A ( y/ TYPICAL CONC.FOUNDATION.APPLY PILASTERS 2 STORIES 36"OC MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG.. CRAWL SPACE OR FOUNDATION) WHERE NEEDED FOR STRUCTURAL BRACING. STEEL/ BOTTOM BEARING to•�'� ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE) ROOF JACKS&VENTS DETAIL N;• _ CONC.SLAB —SUBFLOOR •�f 6X6 10/10 WWM DOOR FRAME COMPACT FILL GARAGE _p 1 JOIST DOOR USE 2X8 STEEL B FOR BLOCKOUT C 4"S Muliman Residence COTTAGE 1 ' P.T.PLATE `'�'•, W/6X6 W m i SLOPE 1/2"AIR SPAC ` I ° o 4"DRN AY --� NOTC IST AND ADJUST HEIGHT I 1 Sage Blvd ` ^ AT END AND (WITH A N NG PLATE IF NEEDED q FS OF WOOD ° o Island, New or ' '`p e '° ° -° o TO Bf APROX 1 "OR HIGHER T N ng I I d N York GRADE q ^...._..__.zr. ...... .. ..._«.._.._.............._......r.. q TE BFA T ALL j q e 4 a ° Q �' D := BEAMS - I °� o D Q a '° (PROVIDE STRAPPING TO KE FO S TS ALIGNED) •12" r/ 0 6X6 W.W.M. ......-•- - ------ ............... MIN. ° o'° ° o D ,� ° Q - ° _ !it o 0 0 'q 11-w i!f I I_I - MULLMAN r,; d q o ��NOT EAM FOR MUDS[L F REQUIRED--MAXIMUM —�_ ' SEIDMAN ° � v _I SUBFLOOR •" REIN CING BAR D a EINFORCING BAR , ° N H EQUALS i/4 DEPTH 0 EAM ! o D o�p �n �—I I ARCHITECTS DRAIN TILE N/A 12" co o° SHEET METAL/ 30#FELT UNDER BEA T POINT IT ° 4 L�,� Q° o p° o OIST N/A p- � ° OF CONTACT WITH CONCRETE OR CONC. OCK N/A _ITi_I i r-I I�I i�Ti�I I-1 I I� L BEAM �°� a11 N/A N/A PLATE( TED TO BEAM) 137 NYORK, ICK STREET #401 TYPICAL CONC. OLITHIC FOUNDATION. REINFORCE WITH(2)#4 REINFORCING BAR ICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. .A A SHIMS TO LEVEL BEAM NEW O R K, NY 10013 REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. TEL 21 2 . 43 1 . 0770 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT FAX212 . 431 . 8428 BEAM POCKET Drawing Title STRUCTURAL BRACING DETAILS Scale AS NOTED Date 1 02 8/19/2013 Proj. No. 1111 DRAINAGE NOTES TEST HOLES SURVEY BY YOUNG & YOUNG ROOF DRAINAGE= 802 SF NO. i NO.T DATED 05/21/2012 D =A x I x C 04/26/12 04/26/12 A =SF of AREA EL. 6.4 0.0' EL. 5.4 +$,.' 7 1 = RAINFALL IN INCHES =2" nBROWN 0.0' C = I BROWN L ML)( ) NOTES D = 802 SFX2"X I = 133.7 TWO 6' DIA.BY 4' DEEP DRY CUBIC FEET TO RETAIN 2.8' I. NO FILL TO BE TRUCKED IN WELLS TO CAPTURE ROOF 1 0' /ADDED TO SITE. RUNOFF WATER. SEE CALC. '� BROWN BROWN 6' DIAMETER DRAINAGE RING CLAYEY CLAYEY 2. EXISTING COTTAGE CONTAINS A SINGLE BEDROOM(NO HOLDS 28.3 CF/FT SAND SAND CHANGE IN NUMBER OF BEDROOMS PROPOSED). (SC) (SC) 3. HOUSE WILL BE DISCONNECTED FROM UTILITIES AND USE (2)6' DIAMETER RINGS 4' 3.5' 2.3' DEEP 226.4 CF RETAINED HOUSE MOVER WILL RAISE HOUSE SO EXISTING PARTIAL FOUNDATION CAN BE REMOVED AND NEW FOUNDATION BUILT IN SAME FOOTPRINT. HOUSE WILL BE SET DOWN IN BROWN BROWN SAMPE PLACE AND WITHIN SAME FOOTPRINT. + ' GRAVELLY GRAVELLY + � SAND SAND (SP) (SP) .30 EXISTING ONE-STORY COTTAGE GROUND GROUND LEGENDS TO BE RAISED 2'TO ALLOW FOR LJICWNI CONSTRUCTION OF NEW +7.59 ■ WATER 7.3' WATER 6.3' FOUNDATION. PROPOSED FINISHED FLOOR ELEVATION TO C,% BE 10.0'. :• RE-PITCHED ROOF/ +ro.367-91 EYELIT DORMER 6; + AREAS TO BE RECONSTRUCTED '' ■ WITHIN EXISTING FOOT PRINT "'~•�. � S/�ys �-�.+�� PROPOSED BATHROOM `+..■ Azkl �r�, ,f+••a ADDITION �Gf FOe BD SRF PROPOSED NEW WOOD FENCE �` �w r }S� O��O�y`'Ii # � •"•'' AROUND OWITH DUCD OK TDO R SHOR. WER. 47 �'`` DS / ,tD ' k DRAWING LIST ,. s+•. ro.40 PROPOSED T-7"X 5'-6" ONE-STORY • E STORY - BATHROOM ADDITION TO ENLARGE A-I -SITEPLAN OVERVIEW AREA AND RAISE CEILING HEIGHT OF A-2- DETAIL SITEPLAN & RENDERINGS ACCESS TO CRAWL SPACE TO BE EXISTING BATHROOM. �. DG-100.00- DIAGRAMS & SQ. FT. CALCS REMOVED. �+. A-100.00- SITE PLAN ` *.,,�` A-101.00- FLOOR PLANS 9 A-102.00- EXTERIOR ELEVATIONS r��`''"'��•,.i � \\\ RECONSTRUCT (IN-PLACE) COVERED ENTRY A-(03.00-SECTIONS & FOUND. DETAIL "'"■. � ' ! ` DECK AND ADJACENT BATHROOM IN SAME ! / FOOTPRINT. RAISE ROOF 1'-2". (MAINTAIN EXISTING PITCH) ! / NO PROPOSED EYELIT DORMER FOR '`+,► i;. �' CATION F � "TT / � ��€ ; ¢,• / .• � INSTAL O 2 WINDOWS FOR ` �/ "':;'::: :::;:: / h LIGHT AND AIR. REPITCH SECTION OF ROOF. . - T'`+•r• / / � Y■++. r / •`"tis+��-°wwS r 4.70 SEE SHEET A-2 FOR ea �s• yr _ .:. oDo - ...� s TTcq o ENLARGED PLAN VIEW lD I€ D Omo -g III: EXISTING ROOF TO BE REPLACED. NEW " ► €11 0 ROOF T +_ ! D ., TO RAISED / I-1 AND TO O MAINTAIN EXISTING PITCH. (SISTER NEW STUDS TO EXISTING TO , ' �4� n SUBMITTED FOR BUILDING PERMIT- 08/02/2013 "�" �¢ � .,,�'�. NEW PLATE HEIGHT.) RESCALE PLANS; NO DESIGN CHANGE- 11/12/2012 ZL ' F REVISED- 10/10/2012 * 22 �- Revisions PROPOSED STEPS TO RAISED C; ' -4 ENTRY DECK � •02- r PROPOSED PAVERS(GRASS JOINTS) ��!'• �,� OF t4 V$ ZONE AE REMOVE AND REPLACE FRONT ROOM , EL 6 (IN PLACE AND WITHIN SAME si MULLMAN RESIDENCE {� COTTAGE I I 'BREEZEY SHORES' FOOTPRINT)AND RAISE ROOF 1'-2'. 3.02 (MAINTAIN EXISTING PITCH) FLOOD INSURANCE RATE MAP r GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, NY #36103C0159H PROJECT LIMITING FENCE AND +.4 STAKED HAYBALES TO BE INSTALLED PRIOR TO,AND MAINTAINED *■ ,, DURING, CONSTRUCTION. 3.06 ULLMAN 5.06 SEIDMAN TIDAL WETLANDS BOUNDRY 25 ARCHITECTS EQUALS FACE OF EXISTING BULKHEAD,AS DETERMINED BY 3.05 EN CONSULTANTS, 05/25/2012. 137 VARICK STREET,SUITE 401 ��� NEW YORK, NY 10013 TEL 212 . 431 . 0770 FAX212 . 431 . 8428 o Io 20 30 40Fr Drawing Title SITE PLAN FOR PROPOSED RENOVATION Scale' 1:10 Date 08/13/12 t Proj. No. 1 I#I pF SFT FCCi •�FiV 6.36 �T � 4/ 1 T fps Op'�R }spO� p0lyq c F�is �s FR u . . _ ■ q y ?0 TWO 6' DIA. BY 4' DEEP DRY WELLS TO CAPTURE ROOF �,• RUNOFF WATER. SEE CALC. N EXISTING ONE-STORY COTTAGE' TO BE RAISED T TO ALLOW FOR CONSTRUCTION OF NEW FOUNDATION. PROPOSED ■■� 6 l.32FINISHED FLOOR ELEVATION TO o j♦ __ __ BE 10.0'. E i s / PROPOSED NEW WOOD FENCE AROUND OUTDOOR SHOWER. \` % WITH DUCK BOARD FLOOR. PHOTO OF EXISTING COTTAGE 501715 ra / PROPOSED T-7"X V-6" ONE-STORY / ■ BATHROOM ADDITION TO ENLARGE AREA AND RAISE CEILING HEIGHT OF / / �• ■ ,� EXISTING BATHROOM. NO ACCESS TO CRAWL SPACE TO BE / ~� REMOVED. \ �� ' 5;6�� / RECONSTRUCT (IN-PLACE) COVERED ENTRY / DECK AND ADJACENT BATHROOM IN SAME FOOTPRINT. RAISE ROOF 1'-2". (MAINTAIN EXISTING PITCH) I ire l l .fir,•;._' i / C FOR R D PROPOSED EYELIT DORMER O ���ft• ■ 5.49 ArL INSTALLATION OF 2 WINDOWS FOR .. LIGHT AND AIR. REPITCH SECTION ` � 1 ■ i 1 /607 f I vff— florm IN-mm"m EXISTING ROOF TO BE REPLACED. NEW / / / "r ROOF TO BE RAISED+/- I'-I"AND TO z y MAINTAIN EXISTING PITCH. -- _ (SISTER NEW STUDS TO EXISTING TO / / O �`s� NEW PLATE HEIGHT.) t l l / _ SE C,gNO SUBMITTED FOR BUILDING PERMIT- 08/02/2013 / c'2'r '' E::•:•. / 0 T e4CICS RESCALE PLANS NO DESIGN CHANGE- 11!12/2012 / -REVISED 10/1012012 ............. C-D M ........ CC. S 0 �cr:ES 0 0 Revisions 0 D E. A k i 0 R . C o ti 0 0 M u . 0 w :o 0 PROPOSED STEPS TO RAISED 0 ENTRY DECK :i 0 REMOVE AND REPLACE FRONT ROOM RENDERING OF PROPOSED CONSTRUCTION (IN PLACE AND WITHIN SAME `' / •���;018 ,�' t 2 / FOOTPRINT)AND RAISE ROOF 1'-2". 8 PROPOSED PAVERS (GRASS JOINTS) OF NE`s (MAINTAIN EXISTING PITCH) M o, MULLMAN RESIDENCE + 5 COTTAGE I I 'BREEZEY SHORES' GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, NY � ZONE AE PROJECT LIMITING FENCE ANDtAo •� EL 6 STAKED HAYBALES TO BE INSTALLED PRIOR TO,AND MAINTAINED i •}' 15 i DURING, CONSTRUCTION. 36 FLOOD INSURANCE RATE MAP '' MULLMAN #36103COI 59H `' SEIDMAN ARCHITECTS 137 VARICK STREET,SUITE 401 ■ NEW YORK, NY 10013 45 TEL 21 2 . 43 1 . 0770 N F A X 2 1 2 . 4 3 1 . 8428 0 10 20 30 40 FT � Drawing Title PHOTO OF EXISTING COTTAGE, ` RENDERING WITH PROPOSED CHANGES, DETAIL PLAN Scale 1:5 TIDAL WETLANDS BOUNDRY EQUALS FACE DateA 2 OF EXISTING BULKHEAD 08!13112 Proj. No. 1 1 1 1 NEW WOOD FENCE AROUND OUTDOOR SHOWER DUCK BOARD FLOOR FOOTPRINT EXPANSION DRAWING KEY FOOTPRINT EXPANSION ROOF EXPANSION REBUILD IN EXISTING FOOTPRINT ? RAISE NEW ROOF+/- I'-I" I PROPANE TANK ON PAD OVER EXISTING FOOTPRINT I EXISTING FOOTPRINT (MAINTAIN EXISTING PITCH) L------------ ------ EXISTING FOOTPRINT NEW ROOF TO HAVE 8" I Oz OVERHANG AND GUTTERS; I a a PROPANE ON PAD SEE DWG 5/A-102.00 FOR I ,� - DETAILED ROOF PLAN I EXISTING FOOTPRINT EXST. OUTDOOR ------------------ -- �E TO BE REBUILT SHOWER ,I BEDROOM I 84 - _ REBUILD IN EXISTING /51 I aR Ii FOOTPRINT Ile EXISTING FOOTPRINT I I BEDROOM (30 I I I I i - ------ FOOTPRINT EXPANSION I EP I -- ; 00 NEW ROOF EXISTING ► O~ - - I FOOTPRINT I � it -———— C 5L I'V KITCHEN I III I " I ; I REPITCH SECTION OF III \ I - - - ---- - EXISTING ROOF I O � I KITCHEN I I �- --------------� I ' I I -- \ + RAISE ROOF 1'-2"OVER _EXISTING FOOTPRINT i �71i i I i•/ \\ I NrR i 4 PROPIOS�DBATHROOM PLAN I —_____====-I ---- —_ DESK I (MAINTAIN EXISTING I/2 - I -� /-\ — —{—t--- -- -�' ( ° PITCH) ----I--(-- I RECONSTRUCT ' � — - I I 1 I COVERED ( I I ENTRY DECK i I I EXISTING I I I FOOTPRINT TO I I I I LIVING ROOM BE REBUILT I 4'-I I 1/2"I I I ==_ � I �I 000 000 I I f °� ° III III oallIo O au) ;_____ _ _________-1_ _ _ 00000 O❑ 0 0 0 I I - PAVERS 0 (GRASS JOINTS) �a � ' ' - Ionz 3r _______ _________ CIO I -------------------- -- h '< XX5x I Ln x r EXISTIN a I __ _ i ! I FOOTPRINT TO `uy .v REPLACE FRONT ROOM I I j ODD BE REBUILT m WITHIN EXISTING I FOOTPRINT I I 1 00 I � RAISE ROOF I'-2" OVER I 4 a EXISTING FOOTPRINT EXISTING FOOTPRINT - (MAINTAIN EXISTING PITCH) TO BE REBUILT I - -EXISTING FOOTPRINT L---------------------------I l SUBMITTED FOR BUILDING PERMIT- 08/02/2013 J O EXISTING BATHROOM PLAN TOWN OF SOUTHOLD SUBMISSION - 10/25/12 DE MOLITION PLAN C2)_CONSTRUCTION PLAN ROOFP LAN Revisions I/4 = I -0 I/4 = I -0 wo'\oMUC<4Z� •;ora .`• '� �F N'L MULLMAN RESIDENCE COTTAGE I I 'BREEZEY SHORES' GREENPORT, TOWN OF SOUTHOLD IN, SUFFOLK COUNTY, NY SQUARE FOOTAGE CALCULATIONS z , i GROSS SQ. FT. NET SQ. FT. o = N MULLMAN ' SEIDMAN EXISTING COTTAGEARCHITECTS 657.0 608.8 PROPOSED RENOVATION 677.6 625.2 -- _ -— _- ---- - ', � t 37 VARICK STREET,SUITE 401 NEW YORK, NY 10013 ADDITIONAL SQ. FT. 20.6 16.4 ' � TEL 21 2 43 1 0770FAX 2 12 43 1 . 8 4 2 8 PERCENTAGE INCREASE LL 11 FROM EXISTING 3.t/ 2,79 6 EXISTING BATHROOM ELEVATION Drawing Title I lr = I�-o" DIAGRAMS OF PROPOSED DEMOLITION AND CONSTRUCTION Scale AS NOTED Date 10/16/12 DG- 100.00 Proj. No. III I KEY L -' WALLS TO BE REMOVED -� NEW WALL CONSTRUCTION 0 EXISTING WALLS TO REMAIN II EXISTING DOORS TO BE REMOVED EXISTING DOORS TO REMAIN NEW DOORS I ADDED VENT r n --__ EXISTING WINDOWS 1 14-4 �________� TO BE REPLACED 02 ) 11 SMART VENT FLOOR K9 B•NC 13_6" a BENCH I'-4 I/4" VENT MODEL O W #1540-511 MAXIMUM 0z EXISTING PROPANE r---------------------- -�- --------------- -- - -----� „ a¢ ELECTRICAL SYMBOLS i a I ( I I2 ABOVE GRADE TANK ON CONCRETE I PAD i -- -- I i -- -- I I - - ------- --- ------� °.° i t� DUPLEX RECEPTACLE OUTLET 1 ----- � ----- I 1 ----- ----- I RAISED OUTDOOR I -- I - I SHOWER, DUCK EXISTING OUTDOOR I I BOARD FLOOR. I I I I SHOWER QUADRUPLEX RECEPTACLE OUTLET u 01 vz i I ELEVATION @+/-8'-0" DUPLEX RECEPTACLE OUTLET W/ GFI GROUND FAULT INTERRUPT 1 I UP 1 R if NEW WALL FURRED I I uP I R I I I I I I. +' REMOVE ALL WINDOWS I + + i OFF OF EXISTING I i i I 11 II i F BEDROOM i APPLIANCE RECEPTACLE OR I WOOD PARTITION I 2 CO RETE BEDROOM I "r +'' DEDICATED OUTLET NEW ELECTRICAL L—— L_——————— ( - E I PANEL ————— -i I -I I PAD OI'II GRADE I i I I j I I I 3 1 NEW EP. I 3 I i i ! I SWITCH �'--------- I x Irl rz o I 1 I 1 3 I 1 I ;„ REMOVE ALL APPLIANCES, LLNEW WALLS, ROOF, I I I III FIXTURES AND CABINETS SWITCH WITH DIMMER I FIXTURES AND FITTINGS I I r + I - I- 1 f I IN KITCHEN _ so GUTTER __ AT I I I - --- _ EXTENT OF EYELIT j --_____ I:=' I -- FC I ABOVE I ' I ° I o I ( NEW 4X4 ACQ POST I --------------' ' -'' ' ] CEILING FAN I I 1 t 1 9 DORMER ABOVE I I vr ------.— 3 ——— 1 _ --- '--- --- -_ -----_------ I f _ `------ -------- - I I I I--'- TO REPLACE -- ---- ----------- 1 �--' -------------__ - I I 1 EXISTING LOCUST I II I I POST(TYP.) I ______ I Sp COMBINATION SMOKE ALRM PER ANSI ,,� AI 17-1-2008 PAR.4.26 AND CARBON •r I I I \ I RELOCATED I I w q CO ( ) O i \ I 1 I I ' KITCHEN i \ / �{ I HOT WATER I I I { °._ I I ail MONOXIDE DETECTOR AS PER LU04 HEATER W/ --� I a r HARDWIRED W/ BATTERY BACKUP I I ( ------- I I rr SHELF ABOVE I I I I KITCHEN ____ I __ II 2 I ' 1 �( 2 I ° I NEW 8 I ° ° ° ° ° I -� REMOVE COVERED NEW WALL MOUNTED LIGHT ON __ r I I SONOTUBE� ,° ----- - J ENTRY DECK AND NEW BOX 5,_6 I 103 1 3' BELOW I 1 --- ;______- ______ BATHROOM WALLS I I I I GRADE I III REPLACE I (TYP-) I 1 ;,; ROOF, FIXTURES NEW CEILING MOUNTED COVERED ENTRY I I I 1 ;;; AND FITTINGS. O FIXTURE ON NEW BOX I o IIr _ OUTDOOR WATER I I—(/ _--r_ I DECK AS _ I III SPIGOTjIII --------I r------i I---ItI----------------- SHOWN- I"AFF. -I PROVIDE2'IIIIII I ' u -- ' I---- --; PORCH ® UNDERCABIN ET LIGHT GUTTER ABOVE POURED N I 1 1 1 CONC. FT�NEW 2X4 STUDS fJ 3' BELOW 14-1 CEILING FAN ISAVEADACENT TO GRADE -_-____-------J JI EXISTING STUDS, ADDED a ------------------- (53( IT CCSS IAE DOOR � NEW PLATE HEIGHT NEW RECESSED DOWN LIGHT 1 I I 1 I I I 1 I I U2„ I 1 n n a ANCHOR 1 H SAVE AND RELOCATE I I I I 1 I I D I I I BOLTS I I — ¢__'__=y HOT WATER HEATER I I I I RAISED PLANTER 30 X 24 ACCESS TO CRAWL Ifill 1 + I I I ( SPACE W! COVER I I EVERY 4' ”" un i I 12,-0" L_ 1 ii ii i l OUTDOOR WATER SPIGO I I ° I i I i 2X6 COLLAR TIES @ 4'-0" O.C. I MOISTURE 4ND VAPOR LIVING ROOM i I I I I I BARRIER BE40W I 8" REMOVE WALLS AS 1 I LIVING/bAING ROOM 1 1 CONCRETE,IPAD I I 103 I 03 a ° I I I i INDICATED ° I fill ADDEC ____ I I I I I = 4 "I' DEDIC)TE — -- I I -----------l—I—====—__---- I I I 1 :17Ato3till ---- -- -- ----------- ---- e OUTLE I I N I I I f PAVERS (GRASS JOINTS) 1 I 1 ® 1 I I I I I 1+I I N I 1 I RIDGE LINE OF NEW j I L I I R I 1 r I I I I EXPOSED I I I II I I I iv I I f CATHEDRAL CEILING ----- 1-1 ----------- I I -----------I-I------------ I I I I I j --------------s�' �y-- ------------ ALL NEW CLAD I II I - ---------------------- � I ---------------- � tI zo" F ------------------ I I1 HURRICANE WINDOWS II( I I I FIN. FLOOR ELEV. 10 FIN. FLOOR ELEV. 10.0 ( ) Q i �SUBMITTED FOR BUILDING PERMIT-08/02/13 TREATED WOO " FRONT ROOM It REPLACE FRONT ROOM ( I IRDER ( ;; �„ TOWN OF SOUTHOLD SUBMISSION- 10/25/12 - I 1 AS SHOWN I I I I I rl l+ ;�,I I 1 l II Revisions REMOVE FRONT ROOM 1 I I GUTTER ABOVE I o I i WALLS AND ROOF --------- III II ° ° ° ° ° ° ° ° ° I I' ------_ -----ru-------- - ----- ------ c E. A ur --------------------------- ------------ ------ ----- „ - -- --------------------� r„---------, t4p• NEW(3) 9 I/2 MICROLAM BEAM ONQ II I TRIPLE STUD POSTS 1'-41/4' rn--------r 1 ART VENT FLOOR WITH SOLID BLOCKING M MODEL A202 TO FOUNDATION. #1540-511 MAXIMUM _- J N �5 . sc 12”ABOVE GRADE (J 18 �•'�� 4 RCP/POWER/FURNITURE PLAN 3 CONSTRUCTION PLAN 2 FOUNDATIO�� P AN MOLITION PLAN = 1 - Sca1e: I/4” = 1'-0" ca e: 1/4' = 1' &VE le: 1 4" = 1'-0 Muliman Residence Cottage 1 I I I Sage Blvd Long Island, New York MULLMAN SEIDMAN ARCHITECTS 137 VARICK STREET #401 NEW YORK, NY 10013 TEL 21 2 . 431 . 0770 FAX212 . 431 . 8428 Drawing Title PLANS Scale AS NOTED Date 10/19/2012 A- 101 Proj. No. Illi WINDOW SCHEDULE TYPE SYMBOL DESCRIPTION W/ MODEL NO. REVISED FROM MARVIN WINDOWS TO ANDERSEN 7FWINDOWS A-SERIES COAST DOUBLE-HUNG WINDOW BY ANDERSON OA MODEL NO.ADH3254 W/ LOW E4 GLASS ROUGH OPENING Y-2"WIDE BY 5'-4" HIGH ASPHALT SHINGLES BY TIMBERLINE OR EQ. ASPHALT SHINGLES BY TIMBERLINE OR EQ. — — — T.O. ROOF 23.06' A-SERIES COAST DOUBLE-HUNG WINDOW BY ANDERSON OB MODEL NO. ADH2654 W/ LOW E4 GLASS — — — ROUGH OPENING 2'-6"WIDE BY 5'-4" HIGH GUTTER EXISTING T.O. ROOF CORNERBOARD AND TRIM BY AZEK 20.30' CORNERBOARD AND TRIM BY AZEK GUTTER — T_O. PLATE 18.06' WOOD CLAD HURRICANE WINDOW _ EXISTING T.O. PLATE A-SERIES COAST DOUBLE-HUNG WINDOW BY ANDERSON OE \' 15.09' CO MODEL NO. ADH2650 W/ LOW-E4 GLASS ROUGH OPENING 2'-6"WIDE BY 5'-0" HIGH O O O O WOOD CLAD HURRICANE WINDOW HARDIEPLANK FIBERCEMENT BOARD SIDING HARDIEPLANK FIBERCEMENT BOARD SIDING ------------ — -- GROUND FLOOR I 0.0v --------------- EXISTING GROUND FLOOR A-SERIES COAST AWNING WINDOW BY ANDERSON - - - -- WOOD LATTICE , — 8.05' O MODEL NO. AAN3214 W/ LOW E4 GLASS 9z vle'§OZ7 9-W ROUGH OPENING T-4"WIDE BY 1'4" HIGH WOOD LATTICE r A-SERIES COAST AWNING WINDOW BY ANDERSON 3 SOUTH ELEVATION 4 �coa �eT ELEVATION / E MODEL NO. AAN2028 W/ LOW E4 GLASS Cale: 1/4" = 1'-d" 4" = 1'-0" O ROUGH OPENING 2'-0"WIDE BY 2'.8" HIGH NOTE: GUTTERS ON ALL SLOPED ROOFS, DOWNSPOUT LOCATIONS TBD ASPHALT SHINGLES BY TIMBERLINE OR EQ. GUTTER ------------� I i I I CORNERBOARD AND TRIM BY AZEK i I i I I RIDGE VENT I I HARDIEPLANK FIBERCEMENT BOARD SIDING I I I I I I WOOD CLAD HURRICANE WINDOW O O O O O I { I I I I ASPHALT SHINGLES BY TIMBERLINE OR EQ. PTD WOOD OUTDOOR SHOWER ENCLOSURE I I I { i j I { I I WOOD LATTICE I I CRAWL SPACE ACCESS WITH WOOD COVER i I I t i I i I ) cAaS T ELEVATION I I f I j f { I { I I { I I I EXISTING ROOF TO BE REMOVED, NOW I I ROOF TO MATCH PROFILE AND SLOPPE I I ( SUBMITTED FOR BUILDING PERMIT-08/02113 I I I I I TOWN OF SOUTHOLD SUBMISSION- 10/25/12 { I I I I I i { Revisions I I I i ASPHALT SHINGLES BY TIMBERLINE OR EQ. I ( ( { T.O. ROOF c p aqR. 2806' mu GUTTER I EXISTING T.O. ROOF I I I ---------------------------- ------- --------------- — — GUTTER AT SLOPED ROOF, TYP. 20.30' CORNERBOARD AND TRIM BY AZEK 9j-�.'•01bd'��'y0 _ T.O. PLATE I 18.08' I I I i I \ _ EXISTING T.O. PLATE I I HARDIEPLANK FIBERCEMENT BOARD SIDING I s.o9' Muliman Residence I iIns PTD WOOD DOOR AND SCREEN DOOR Cottage I I I I Sage Blvd j I WOOD CLAD HURRICANE WINDOW O O Long Island, New York I I I I PTD WOOD PORCH, POST, DECK AND RAILING MULLMAN GROUND FLOOR I ASPHALT SHINGLES BY TIMBERLINE O)R EQ. — 10.00's SEIDMAN EXISTING GROUND FLOOR ARCHITECTS CORNERBOARD AND TRIM BY AZEK — Is I I I 137 VARICK STREET #401 WOOD LATTICE NEW YORK, NY TEL 212 . 431 . 0770 I EAST ELEVATION FAX212 . 431 . 8428 Drawing Title ELEVATIONS 5 ROOF PLAN Sale Cale: 1 i4" = 1'-O" AS NOTED e Date 10/19/2012 A- 102 Proj. No. 1111 i i — — — — — — T.O. ROOF 23.06' 6" HARDI PLANK SIDING 2X 10'S @ 16" O.C. (STING T.O. ROOF{ � SEE S-102 FOR HOLD DOWN— 20.30' � ANCHOR DETAIL 2X8'S @ 16" O.C. 1/2"ANCHOR BOLTS EVERY 4'-0" NEW DOUBLE 2X6 PLATE TO - +l0'-0" FINISHED FLOOR REPLACE EXISTING SILL 2X6'S @ I6" O.C. :o T.O. PLATE AZEK DRIP CA — t� 1818.08` n if AZEK TRI „ n �D , n ii CRAWL - ,------ /' / �, CONTINUOUS FASCIA BD. SPACE ----_7-- \ EXISTING T.O. PLATE OL WOOD LATTICE ° __ _____ �' \ 15.09' SOFFET W/CONTINUOUS ON NAILERS SCREEN VENT n FLOOD AND \ Ell VENTILATION / \VENT8"X I6" 11 CD 2" CONCRETE 'RAT'SLAB \ �.�' EXISTING FLOOR JOISTS II n o a o C LOWEST GRADE+5.67' ii + \ / 0 AT SOUTHWEST �O WOOD LATTICE,TYP. CORNER MOISTURE& VAPOR BARRIER — I1 \ / GROUND FLOOR /1 D �� ------ I-0.00' n (3)#4 BARS iio SEE STRUCTURAL DRAWING j Jt EXISTING GROUND FLOOR S-102 FOR TYPICAL DETAILS — — — — SEE STRUCTURAL DRAWING S-102 SHOWING HOLD DOWN =. s.o5' o FOR TYPICAL DETAILS SHOWING ANCHORS AND STRAP ,u ". GRADE_DATUM HOLD DOWN ANCHORS AND CONNECTORS. — — — — STRAP CONNECTORS. 6.30' I I "0 11 11 If L (3)#4 BAS EACH WA ° n.° a � „ 0 • '.n, ; ��.,. NEW(3) 2X 10 ACQ, TYP. r o u ; ��` 12 CONTINOUS FOOTING W/(3)#4 8 SONOTUBES 3 .F ENLARGED FOOTING a�� ; BELOW GRADE ii BARS, USE SIMPSON PBS66 TO SUPPORT If ' GIRDER zit „: I'-4"X 12" CONTINUOUS SPREAD ' w " FOOTING W/(3)#4 BAR EACH WAY fW _ .�lr, ' , ,llp ,• 11 ►' PLACE 12"OF 3/4" STONE UNDER a 2'X2'X 12" POURED it FOOTING FOUNDATION DETAIL AT FLOOD VENT CONCRETE FOOTING E-- ��voScale: I" = I -0° 3 BELOW GRADE ° ° 3 SECTION AT BEDROOM ca e: _ -0 EXISTING ROOF TO BE REMOVED, NEW ROOF TO MATCH PROFILE AND SLOPE SEE STRUCTURAL -� � T.O. ROOF CONSTRUCTION DETAIL T.O. ROOF — — — — — — 23.06 DRAWING S-102 i r — — — — — 23.06' 1 1 2X6'S @ 16" O.C. (2) 2X6 HEADER 2x 10's @ 16"O.C. EXISTING T.O. ROOF ---------- EXISTING T.O. ROOF — — — — — 20.30' — — — — — — 20.30' -----CONTINUOUS FASCIA BD. 2x6 COLLAR TIE, USE (8) 10d N ILS @ 48" O.C. SOFFET W/CONTINUOUS SCREEN VENT SOFFET W/CONTINUOUS SEE STRUCTURAL SCREEN VENT CONSTRUCTION DETAIL -------- �o DRAWING S-102 --I - ON7IN000S FASCIA BD. I a — — T.O. PLATE L1 i i � — — T.O. PLATE L'\ 18.08' 18.08' 8.08'AFF I I I I I 1 SUBMITTED FOR BUILDING PERMIT-08/02/13 \ OPEN \ — — — EXIS ING T.O. PLATE \ — — — EXISTING T.O. PLATE t� TOWN OF SOUTHOLD SUBMISSION- 10/25/12 \ 1515.09 --� - \ _ 7.04'AFF (EXISTING) '^ \ M �, '_^ Revisions \ ` 4 \ H FRED A,Qc `g ��JD MU4< bD EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS , J - 2 / \ \ � > NEW ROUND FLOOR __; , GR UND FLOOR ------- 1010.00' i 10.00' Mullman Residence EXISTING GROUND FLOOR ' ' EXISTING GROUND FLOOR L� Cottage I ! ;� +: SEE STRUCTURAL 88.05' I ! Sage Blvd 8'05 = Ir r CONSTRUCTION DETAIL Long Island, New York DRAWING 5-102 °ii qo GRADE DATUM OIL „ GRADE DATUM 11, a ,,: 11' Ib 6.30 •. .1,. ii'.. 6.30' MULLMAN >a. ,,. N.. . SEIDMAN II JI•.. :. NEW(3) 2X10 ACQ,TYP. ARCHITECTS u' : .:n; - NEW(3) 2X 10 ACQ, TYP. n " 137 VARICK STREET #401 8" SONOTUBES 3' 1� 12" CONTINOUS FOOTING W/(3)#4 =N " ' 12" CONTINOUS FOOTING W/(3)#4 N E W Y O R K, NY 10013 "_ " BELOW GRADE ii BARS, USE SIMPSON PBS66 TO SUPPORT " I 8" SONOTUBES 3' +� BARS, USE SIMPSON PBS66 TO SUPPORT TEL 2 12 . 4 3 I . 0770 n I I „ " ' n GIRDER .n, I BELOW GRADE ��u.y GIRDER FAX 2 1 2 . 43 1 . 8428 n I " " ' I'-4"X12" CONTINUOUS SPREAD it. 1'-4"X12" CONTINUOUS SPREAD Z ;; n FOOTING W/(3) ##4 BAR EACH WAY " FOOTING W/(3)#4 BAR EACH WAY ,�< ii; Drawing Title Q o„ 10 PLACE 12"OF 3/4" STONE UNDER o �" E 12" OF 3/4" STONE UNDER :' ?il" ' � 11. PLACE 11 SEE STRUCTURAL DRAWING FOOTING ' " �� `•°�• - �_ 2'X2'X12" POURED �� M 2X2X12 POURED SEE STRUCTURAL DRAWING FOOTING SECTIONS CONCRETE FOOTING 8 ii ° °' CONCRETE FOOTING i' ' " 3' BELOW GRADE __�". S-102 FOR TYPICAL DETAIILS u �: S-102 FOR TYPICAL DETAILS : : : . 3 BELOW GRADE SHOWING HOLD DOWNI e_� n . n : SHOWING HOLD DOWN Scale 0 I I 1 I SECTION AT KITCHEN ANCHORS AND STRAP Date A- 103 _______ `-----------J ANCHORS STRAP As NOTED 2 ca e: 1 = 1 -0 CONNECTORS. 1 S a eT10h1=AT�LIVING ROOM CONNECTORS. lon9/2o12 Proj. No. (III