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37099-Z
��gUE t�cQa Town of Southold Annex 10/1/2012 y P.O.Box 1179 54375 Main Road oy � � Southold,New York 11971 n CERTIFICATE OF OCCUPANCY No: 35980 Date: 10/1/2012 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4553 WICKHAM AVENUE, MATTITUCK, SCTM#: 473889 Sec/Block/Lot: 107.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/15/2009 pursuant to which Building Permit No. 37099 dated 3/29/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered porches, second story deck, unfinished attic area and attached three car garage as 4pplied for. The certificate is issued to RICHARD BOSWORTH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0063 9/27/12 ELECTRICAL CERTIFICATE NO. 127581 4/2/12 PLUMBERS CERTIFICATION DATED 7/31/12 Bertsand Plumbin4,Corp Aut ized Signa ure SOFEoc��, TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37099 Date: 3/29/2012 Permission is hereby granted to: RICHARD BOSWORTH 5035 PECONIC BAY BLVD LAUREL, NY 11948 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH THREE CAR GARAGE AND COVERED PORCHES PER DEC PMT. AS APPLIED FOR; FLOOD PMT. INCLUDED REPLACES EXPIRED B.P. 34727 At premises located at: 4553 WICKHAM AVENUE, MATTITUCK SCTM # 473889 Sec/Block/Lot# 107.-4-13 Pursuant to application dated 5/15/2009 and approved by the Building Inspector. To expire on 9/29/2013. Fees: PERMIT RENEWAL $1,563.60 Total: $1,563.60 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. , BUILDING PERMIT, (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) _ PERMIT NO. 34727 Z Date JUNE 1, 2009 Permission is hereby granted, to: RICHARD BOSWORTH PO BOX 1024 ' E QUOGUE,NY 11942 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH THREE CAR GARAGE AND COVERED PORCHES PER DEC PMT. AS APPLIED FOR; FLOOD PMT. INCLUDED at premises located at .4553 'WICKHAM AVE MATTITUCK County Tax Map No. 473889 Section 107 Block 0004 Lot No. 013. pursuant to application dated MAY 15, 2009 and approved by the Building Inspector to expire on DECEMBER 1, 2010 . .Fee $ 3 , 227 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTj1OLD. 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: .`E, For new building or anew-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 ES-9 fortn7. 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 2110 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a.certificate of Code Compliatice•frorn architect or engineer responpible for the building.. .6: Submit Planning Board Approval bf completed site plan requirements. B. For existing buildings(prior to April 9, 1957)tion-conforming uses,or buildings and"pre-existing"IlLud uses: 1. Accurate survey of property showing all property lines,streets,building,and unusual natural or topographic features 2. A properly e..pmpleted 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$50.0Q,Alterations to dwelling$SOAO-- Swimming pool $50:00 Accessory building$50.00,Additions to accessory.building$50.00,Businesses$50.MO: 2. Certificate of Occupancy on-Preexisting 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_ _ Z'7Z Z vew Construction: Old or Pre=existing Building: " (cheek one) location of Property- '�S�s3 h)/G,L�SIrP•y House No. Street Hamlet )wnor or Owners of Property:ItOY14IL6 Tu/a/Z-TV . tuffolk County Tax Map No'1000,Section_ %D ' Block O ` Lot Mtbdivision Filed Map. Lot: 'etmit No. 3`f 7 Date of Permit. Applicant: lealth Dept.Approval: Underwriters Approval: 'harming Board Approval: request for: Temporary.Certificate Final-Certificate: ,x (check one) ee Submitted: I Applicant Sienature i i� i i i Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. 375 Dunton Avenue Application Number 4/2i2012 East Patchogue, NY 11772 (631)286-6642 127581 Issued To: Rich Bosworth 04reetgl-ak am Avenue Village: Mattituck Zip: 11952 Town: Southold ; Section: ( Block: Lot: Contractor: Bright Side Electrical Services In.c. ( Suffolk Lic#: 3681-E Was examined and found to be in compliance with the Residential and Building Code.of New York. Commercial [);Ilndoor i (�J 1st Floor ( a Attic/3rd ( Pool Survey ICJ Residential outdoor 2 nd Floor Cv:j Basement ;_.i Hot Tub r'1 CSST Bond vl New Bldg - I..._f renovation Addition I Out Bldg. No Visual Defects Switches Receptacles Fixtures GFI Fans Smoke Detector CO/Combo CAC 98 100; 110 18 0 7 3 1 Furnace Oil :Gas Circulators Heaters Range/Amps Oven/Amps Dishwash/Amps 1 x 9 1 Gas 1 gp ' ' 2 20 j Mlcrowave/Amps Washer/Amps Dryer/Amps Hydro Tub/Amps Meter/Amps Phase . . 1 .. . ..20. 20 1 Gas i 2 1. 300 1-.. 1 0 Photovoltaic Systems j size: UG I off Panels: i ✓! ( Inverters: I Bldg. Permit: Other Equipment ji 1-Bell Transformer,4-.Garage Door Opener Receptacles,2-150A Main Breaker Panels,1-'Ib0A Sub Panel,8-15A SP AF,24-15A MP CB,I-50A DP CB,2Z� OA GFI SP CB,3-30A DP CB,16 0A Grace.A. St/rdi SDP CB,1-100A Raintight Sub Panel,.1-.60A Sub Panel President f Rough Inspection: 1 o/28/2009 Inspector: John Mc Mahon 1/1 i yy 7/ '`�,.•Y)til..,l..... i,. 1''j'l,. ;, y(.1;1:ii'jL...al..y. Final Inspection: 312812012 - J, Inspector: Jahn Mc Mahon 111 j This certificate must not be altered in any manner. i! FFO�,� y 2 Town Hall,53095 Main Road �y� • �� P.O..Box 1179 Fax(631)765-9502 Southold, NeNy York 11971-0959 �,( �,�� Telephone(631)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 11!3 112 Buildiag Permit No. 40563 v„\c��rN,a-� (trrL � � lam j�,,GC Owner:. gld&4 �QSA/a►'C/�� (Please print) Plumber: Bertsand Plumbing Corp (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before.me this 1st day of August .. 20 12 v� Notary Public, Suffolk County Eileen m.Roache Notary,Public,Sthte of New York No.4826942 Qualified in Suffolk county commission Expires January 31,2011 f OF SOtl,yo�o couffom TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 7 a_ ViJ �I� � P DATE INSPECTOR �, , SOplyolo 3 �--79-7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. g[ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS.- DATE -/� ® / INSPECTOR SOpTHolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION KFRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 10, O y K f DATE '7,- 7 INSPECTOR pF SOUryo�o OOUPIi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION N, FRAMING STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ho��OF SOUlyo�o 3+- -7 courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING �PPING-"��A,,r[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR oF so�lyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING (ST:R�AP�PIN [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR �o��pF SOUjyolo COMM%Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ;ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [� FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Al DATE INSPECTOR OF SOUjyo`o ��'YOOUNiY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRES TY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ , IRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR OF SOUlyolo 3 1� 7?-7 Z- ��'YOOUNTI,Oct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE i _ / INSPECTOR so H cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) REMARK. DATE' INSPECTOR 3707 ?e— SOpT�o cOUHi`I,� TOWN OF .SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN -TION [ ] FRAMING/STRAPPING [ FINAL- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4�L co DATE /f�-_ INSPECTOR FIELD INSPECTION REP RT DATE COMMENTS r`\ FOUNDATION(1ST) S T �y -- ------------- - ---------------- © x FOUNDATION(2ND) 1 � z ROUGH FRANIING& .� y PLUMBING - INSULATION PER N.Y. STATE ENERGY CODE __ n � 1 FINAL , Za ADDITIONAL COMMENTS d . o z 6 6 a SU@ r V r i � z d � ti U � d w TOWN.-QF S'i3UTI'IOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING]DEPARTMENT Do you have or need the following,before applying? TOWN HALL 1 Board of Health _ 114'S SOUTHOLD, NY 11971 4 sets of Building P ans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey X&s SoutholdTown.NorthFork.net PERMIT NO. Check Z`' ' Septic orm D �p 2 N.Y.S.D.E.C. CAS �f E Trustees Flood Permit Examined 120 MAY 15 2009 Storm-Water Assessment Form Contact: Approved ,20 BLDG.DEPT. Mail to-"1:1? J C114A kmo 4,--r4 Disapproved a/c TOWN Of SOUTHOLD Phone:A7 1-5964-- Expiration ,20 D � Building Inspector AP' i 29 00 APPLICATION FOR BUILDING PERMIT g Date Afl28 , 20 0 1 BLDG.DEPT. INSTRUCTIONS OWN Of SOUTHOLD a. This app ication e 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 shalt be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation)e, (Mailinj address of applicant) State whether applicant 's owne lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises o6of40 ly oxw°A;r7l (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Z f/ Plumbers License No. Pf e 7/Ll Electricians License No. 3481,r Other Trade's License No.. 1. Location of land on which,proposed work will be done: 41575-3 W14e /f/!'1:: AV111P /!U� House Number Street Hamlet County Tax Map No. 1000 Section 107 Block 719 Lot j3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int nded use and occupancy of proposed construction: a. Existing use and occupancy 614+N7' - ;Vd b. Intended use and occupancy 5_11V94X 4N/�GL/�1� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition,? rQtl� r Work ! �„ ,9 s 1 ,''f _� 1 (Description) 4. Estimated Cosa 4� boo _Fee t YAM (11-61be paid on filing this application) 5. If dwelling, number of dwelling units g Number of dwelli 'g units on each floor If garage, number of cars �i710T � 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth S6 ' Height Number of Sto 4iesi a8. Dimensions of entire new construction: Front 86 Rea` "" 'r Depth �� 6 Height 0 Number of Stories 9. Size of lot: Front f a • 66 Rear ' 3 29.9 9 Depth Z•6 --�° "' .� .""""� - 10. Date of Purchase 312316Y Name of Former-Owner �`1LP/� lI/• �T� �Ly 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises R/&,VX4o 4�-O&WAddress4,e"t&-Z tiZ -Phone No. Name of Architect Rl ea-IYfkGe1A0 Address Aly/ Phone No l06-6 32�5_ Name of Contractor Address®a is Z¢ e.5gao�uU Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? YE NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PMAY BE REQUIRED. b..Is this property within 300 feet of a tidal wetland? ES 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 nNO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) )e1'f'qA" 1S6S—W6 '-rW being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. DEBBIE J MARITATO NOTARY PU8LIC-STATE OF NEW YORK Sw tgefo met , No. O1 MA6101833 O ay of 20� Qualified In Suffolk County My Commission Expires November 17. 2011 tr7lPabli'c- Signature of Applicant James F. King, President ,\of so yo Town Hall Annex Jill M. Doherty,Vice-President 54375 Main Road P.O.Box 1179 Peggy A. Dickerson Southold, New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. �� �O Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 16, 2009 Mr. Rich Bosworth 5035 Peconic Bay Boulevard Laurel, NY 11948 RE: 4553 WICKHAM AVENUE, MATTITUCK SCTM# 107-4-13 Dear Mr.V/tNn: The Southold Town Board of Trustees reviewed the site plan prepared by Metes and Bounds Surveying, last dated February 25, 2009, and received on April 8, 2009, and determined that the construction of a single family dwelling, attached.garage, driveway, and sanitary system is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. 'It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. New York.State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 5Q Circle.Road, Stony Brook, NY 11790-3409 . Phone: (631)444-6365 FAX: (631)444-0360 Website: www.dec.state.ny.us Alexander B.Grannis Commissioner April.7, 2009 PERMIT MODIFICATION Richard Bosworth 5035 Peconic Bay Blvd. Laurel, NY 11948 Re: Permit# 1-4738-03492/00001 Dear Permittee: The Department of Environmental Conservation(DEC)has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations . (6NYCRR Part.621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby.modified to authorize:' Change in ownership aiid reconfiguration of project as shown on survey prepared by Metes and Bounds Surveying, dated 2/25/09, stamped NYSDEC approved on 4/07/09. This letter is a modification to the original permit and must.be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Mark Carrara - Permit Administrator cc: File NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03492/00001 v January 13,,.2006 FACILITY/PROGRAM NUMBER(S) EXPIRATION DATE(S) C p p IT Under the Environmental' January.13,2011 Conservation Law TYPE OF PERMIT■New ❑Renewal❑Modification■Permit to Construct ❑Permit to Operate ❑Article 15,Title 5:Protection of Waters.. ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 313: Hazardous Waste Management 4 Article 15,Title 15:Water Supply, ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion 0 Article 15,Title 15:Water Transport' ❑ Article 23,Title 27:Mined Land . Management - Reclamation ❑ Article 15,Title 15:.Long Island Wells ❑ Article 36:Floodplain Management . ❑Article 24: Freshwater Wetlands ❑Article 15,Title 27: Wild,Scenic and ❑. Articles 1,3, 17, 10, 27,37;6NYCRR Recreational Rivers .E Article 25:Tidal.Wetlands 380:Radiation Control El 6NYCRR 608:Water Quality Certifica- ❑' Article 27;Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Ral h..W. Tuthill III (.631)298-5843. ADDRESS OF PERMITTEE P.O.:Box 306, Mattituck, NY 11952 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER John Prudenti,45 Inwood Road, Center Moriches, NY 11934 631 878-4946. NAME AND ADDRESS OF PROJECT/FACILITY . Estate of Ralph Tuthill Jr. pro ert ,M.S/O Right of Wa , N/O Wickham Ave.; Mattituck` SCTM.# 1000-107-4-13.: . COORDINATES COUNTY - TOWN WATERCOURSE NYTM Suffolk Southold Lon Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling, septic system and driveway: All work must be done in.accordance with.the.attached plans stamped.NYSDEC approved on 1/12/06: NOTE: This property is more than 100,feet-from regulated freshwater wetlands and is beyond,.Article 24 (Freshwater. Wetlands Act)jurisdiction. . By acceptance.of this permit,the.permittee agrees that`the permit is contingent upon strict compliance With the ECL, all applicable regulations, the General-Conditions specified(see page 2 &3).and any Special Conditions•included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Mark Carrara' (CKW) Region 1 Headquarters, Bldg.#40, SUNY,'Ston. Brook, NY 11790-2356 . AUTHORIZED SIGNATURE DATE Page IV 4 January,13, 2006 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction,-concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands-and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland)and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as.a result of the permitted activity. 4. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 200 linear feet from the tidal wetland boundary. 5. Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is. prohibited. 6. Necessary erosion control measures i.e., haybales, silt fencing,etc.are.to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until'thick vegetative.cover is established. 7. Driveways and parking areas shall be constructed of pervious material. 8. Sanitary system (bottom of tank and leaching pools) shall-be located a minimum of 2' above seasonal high groundwater. DEC PERMIT NUMBER PAGE 2 Of 4 1-4738-03492/00001 ' I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES.15 (TITLE 5),24,25,34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department.of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health;safety orwelfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State,and if, upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall.not be completed,the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department"of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of.any such removal or alteration. 2.. The.State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be.caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. All necessary precautions shall betaken to preclude contamination of any wetland orwaterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated'with the project. 4. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. . There shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit,'the project.hereby authorized has not been completed, the applicant shall,-without expense to the State, and to such extent and in such time and manner as the Department. of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore the.site to.its former condition. No claim"shall be made against the State of New York on account of any such removal or alteration. 7. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the . subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303, 306 and 307 of the Clean Water Act of 1977(PL 95-217) provided that all of the conditions listed.herein are met.. 8. 'At least 48 hours prior to commencement of the project;the permittee and contractor shall sign and return the top portion of the-enclosed notification form certifying that they are fully aware of and understand,all terms and .,conditions of this permit. Within 30 days of completion of project, the bottom,portion of the form must also be signed and returned, along with photographs of the completed.work and, if required, a surrey. . 9. . All activities authorized by this permit must be in strict conformance with the approved:plans submitted by the applicant or his agent as,part of the permit application. Such approved survey was prepared by Joseph A. Ingegno dated 12/7/04; last revised 8/31/05. J 1 DEC PERMIT NUMBER PAGE 30f 4 1.-4738-03492/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("DEC")for all claims; suits,actions,and damages,to the extent attributable to the.permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility orfacilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the_permit. .This indemnification does not extend to.any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or. omissions, or to.any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any.citizen suit or civil rights provision under federal or state laws: Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility.to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparlan Rights This'permit does not'convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others-in-order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: . Facility Inspection by the Department . The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL.Such representative.may order the work suspended pursuant to ECL 71-0301 and SAPA401(3). The permittee shall provide a person to accompany.the Department's.representative during an inspection to the permit area when requested by the Department. . A copy of this permit, including all referenced maps,,drawings and special conditions, most be available for inspection by the Department at all,times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition:2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer.of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before.expiration of permits for State.Pollutant Discharge Elimination System (SPDES), Hazardous" Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management' Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit.renewal or modification are to be submitted to: NYSDEC Regional'Permit Administrator, Region,1, SUNY Bldg#40, Stony Brook NY 11790-2356 . General Condition 4: Permit.Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621..The grounds for modification,suspension or revocation include: a) , materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c), exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the.Department related to the permitted activity. DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-03492/00001 - 1 Town of Southold o g Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM of�y PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section. Block Lot CERTIFIED.BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ———————————————————————————————————————————————————— 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ❑ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? rj Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to El One Hundred(100')of Horizontal Distance? , l V 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of--way? — 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? — NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! —————————————————————————————————————————————————r-ino— Does EXEMPTION: Yes this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — - -——————————————————————————————————————————————————— STATE OF NEW YORK,COUNT (�(`Y OF J.. .��.. vk................SS That I, .tO.M4 being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing /Document)n Andthat he/she is the ....d ✓................................................................................................................................ (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owners,and is duly authorized to perform or have performed the said work and to snake and file this application;that all statements contained in this application are true to thepbejhg1l�ii�l�ge and belief;and that the work will be performed in the manner set forth in the application filed herewith. , PUBLIC-STATE OF NEW YORK Sworn to before me this; GG No. 01 MA6101833 ......�....0.. . ......... ..... .... ... G .......................,200F Qualified In Suffolk County My COMMIlllon.Explfes November 17,2011 NotaryPubli ............... .. ...... ............. .................................... (Signature of Applicant) FORM - 06/0 U.S.DEPARTMENT OFHOOMEIANDSECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Man4bibent,Agency Expires March 31,2012 National Flood Insurakb Pro`g am _ Important Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use R SFr Al. Building Owner's Name Richard and Wendy Bosworth Policy Number r , A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIL Number 4553 Wickham Ave Y City Mattituck State NY ZIP Code 11952 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-107-01-13 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.41-00-08.53 Long.72-32-06.68 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 9 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of drawlspace or enclosure(s) 3,058 sq ft a) Square footage of attached garage 1,338 sq ft b) No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 23 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 2,944 sq in c) Total net area of flood openings in A9.b 0 sq in d) .Fngineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community.Name&Community Number B2.County Name B3.State Town of Southold 360813 Suffolk NY B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 36103CO143 H Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/25/09 9/25/09 AE 8 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139. ❑ FIS Profile ID FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® 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),VIE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,AR/AH,ARIAO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized . Vertical Datum NAVD88 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)7.2 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 10.3 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V.Zones only) NIA. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 8.1 ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.3 ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.2 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 7.5 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7.1 ®-feet ❑meters(Puerto Rico only) 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. f certify that the information on this Certificate represents my best efforts to interpret the data available.) m understand that an false statement may be punishable b fine or imprisonment under 18 U.S.Code,Seatfon 1001 J9 4 Y Y . P Y P r: Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a'. � licensed land surveyor? ® Yes ❑ No Certifier's Name Ralph Heil License Number 050205 Title President Company Name Metes&Bounds Surveying,Inc. h Address 22 American Ave City Coram State NY ZIP Code 11727 Signature Date 9/28/12 Telephone 631-736-9350VIA 6�� "a^ .• ;, FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. orrinsurance CompanyHIUse?L h Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. t Rohcy,NumberF`. 4553 Wickham Ave City MattituckState NY ZIP Code 11952 Company_NAIC NUmbher w, 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 ❑ Check here if attachments 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-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. 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 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the 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 owners authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or-Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owners or Owners 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 and G9. 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 AO. G3.❑ The following information(Items G4-G9)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(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions i Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 4553 Wickham Ave City Mattituck State NY ZIP Code 11952 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View"and"Rear View"; and, if required, "Right Side View" and"Left Side View." �V f. y. i, l v V S s S TAUE OF NEw YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA DAvio A PATERSON 99 WASHINGrON AVENUE LORRAINE A CORres-VAZQUEZ GOVERNOR ALBANY, NY 12231 -000.12r C_,.__.�E F -- J U L - 9 2009 SOUTHERN REGION BOARD OF REVIEW In the Matter of the Petition of DECISION BLDG.DEPT. TOWN OF SOUTHOLD Richard Bosworth For a Variance to the New York State Uniform Fire Prevention and Building Code PETITION NO. 2009-0185 -------------------------------------------------------- Upon the application of Richard Bosworth, filed pursuant to 19 NYCRR 1205 on May 6, 2009, and upon taking testimony and hearing argument thereon at a duly noticed hearing before the Southern Region Board of Review held at the Perry B. Duryea Jr. State Office Building, 250 Veterans Memorial Highway, Hauppauge, New York, on May 13, 2009, and upon all other papers in this matter, the Board makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the construction of a one-family dwelling,two stories in height, located at 4553 . Wickharn Avenue, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 19 NYCRR Part 1220, The 2007 Residential Code of New York State,Section R323.1.3.3,which requires that a freeboard of two feet be added where the design flood elevation or other elevation requirements are specified. [The petitioner requests not to provide a freeboard of two feet.] FINDINGS OF FACT 1. The building that is the subject of this petition is properly classified as a one-family dwelling. 2. The petitioner wishes to construct a one-family dwelling which requires compliance with the current FEMA standards and regulations found in the 2007 Residential Code of New York State. 3. The current design flood elevation for the site is 11 feet. Section 323.1.3.3 in the 2007 Residential Code of New York State requires'a freeboard of two feet above the design flood elevation, which would bring the required elevation'to 13 feet. 4. The petitioner has-proposed to construct the-dwelling at an'elevation of 11.5 feet, which would be :5 feet above the FEMA design flood elevation. The petitioner states that raising the dwelling to the required 13 www-OOS.STATE_NY_US - E-MAIL:INFO@OOS-STATE.NY_US Petition No. 2009-0185 Page 2 feet, inclusive of the two-foot freeboard, would put the first story approximately 6.5 feet above the existing grade, necessitating that additional fill be brought in to cover the lot. In doing so, more of the existing vegetation would be destroyed, which the petitioner is trying to avoid. 5. Th petitioner wishes to maintain as much of the existing vegetation on the vacant parcel as possible, with the exception of some stumps and brush. Th petitioner states that all limbs from the clearing will be chipped on site, all trees to be removed for the construction of the building will be used for firewood, and a number of trees will be transplanted on the lot. 6. The dwelling is located in an established neighborhood where the first floor of most homes are set at, or well below, the required 11-foot design flood elevation, let alone the 13 feet with the additional two-foot freeboard. The petitioner has stated that raising the dwelling to the required 13-foot design elevation would put the house much higher than the adjoining homes, breaking the continuity of the neighborhood. 7. FEMA is in the process of upgrading the flood maps, which is expected to take place by the end of this year. The preliminary maps, which have been made available for this area, have lowered the design flood elevation to eight feet. However, at this time, these maps are not official. 8. At only eight feet, with the required two-foot freeboard, this dwelling could be constructed at ten feet, which is one foot lower than the current design flood elevation, and three feet lower than the currently required 13 feet. 9. The petitioner has stated that the plans for the proposed dwelling have been going on for some time, and the petitioner does not want to wait until the end of this year to proceed with this project. 10. The petitioner has stated that he would be able to get flood insurance with the dwelling elevated to ten feet without the two-foot freeboard, or to the 11.5 feet he is requesting in this variance. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would entail a change so slight as to produce a negligible additional benefit consonant with the purposes of the Code. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1220, Section R323.1.3.3, be and is hereby GRANTED. Furthermore, it should be noted that the decision of this Board is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. Chairman Roger Smith and members Iry Borenstein, Daniel Casella, Andrew Haimes and Robert Clifton all Petition No. 2009-0185 Page 3 concur. So ordered. Southern Region Board of Review By: R er i ,Chairman Vte. z� JNW:jnw NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance Attest List Petition No: 2009-0185 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518) 474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. MICHAEL VERITY TOWN OF SOUTHOLD BLDG DEPT 53095 MAIN ROAD PO BOX 1179 SOUTHOLD, NY 11971 MIKE MACRINA 409 LAKE AVE SUITE C ST. JAMES, NY 11780 RICHARD BOSWORTH 5035 PECONIC BAY BLVD. .LAUREL, NY 11948 04/22/2009 Page 1 of 1 ��144 T. TERRY P.O. n o x 117(, I-OWN CLERK I tEGI SM/-,R OF VITAL STAT1511CS Fax (.5101 765.1 Tdcph(inc (516) 7(,�;_ MARRIAOF OFFICI:.r( RECORDS MiV4AGEMENT01-TICE11 FREEDOM OF WrORMAPON OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations Ij of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) 1 , and "Certificate of Compliance for- Development in Special Flood Hazard Area [C/C(93) ) . IF77 6 Za G-EFT TOWN OF SOUTHOLD �h T . ferry Southold Town Clerk August 25 , 1993 V APPLICATION ,v PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAXN DEVELOPMENT PERMIT APPLICATION This form is to be tilled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-L-,sucd. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requircmcnts. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable iaspectioas required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO _ THIS APPLICATION ARE, TO THE B T OF MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE &A I SECTION 2; PROPOSED DEVELOPMENT (To be completed by APPLICANM NAME ADDRESS TELEPH NE AP P LI CANT Cj BUILDER ENGINEER PROJECT LOCATION: To avoid delay io processing the application, please provide coou¢h informa(io❑ to easily identify the p'rojcet location_ Provide the Wee( address, lot ❑umber or legal description (attach) and, outside urban areas, the distance to Lhc nearest intersecting road or well-known G3d,mark. A sketch a(tached to this application showing (he project loccandno,❑would be helpful. FDP(93 ) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check: all applicable boxes): A. STRUCTURAL DEVELOPMENT PCTfVFrY STRUCTURE TYPE 0/New Structure ❑ Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproof-ing? ❑ Ycs) ❑ Relocation ❑ Combined Usc (Residential & Commercial) ❑ DemdGtioo' ❑ Manufactured (Mobile) Home (In Ma-nu- 0 Replacement factured Home Park?. ❑ Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ,f ❑ Drainage Improvements (Including Culvert Work). ❑ Road, Street or Bridge Comstructiou El Subdivision (New or Expansion) ❑ Individual Watcr or Scwcr System ❑ Other (Please Specify) Aftcr completing SECTION 2, APPLICANT should submit form to Local Administrator for resricw. SECTION 3: FLOQDPLATN DETERMINATION (To be completed by LOCAL ADMIMSTRATOk) The proposed dcvclopmcu( is located oa FIRM Pancl No. , Datcd The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Sp?-dal Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the silt is:' • Ft. NGVD (MSL) ❑ Uoavailablc n T-"r— a cn I FBFM Panel No. Datcd ❑ Scc Scction 4 (or additional ioslructioos. SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4 ADDITIONAL INFOWATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodprooftng of utilities located below the first floor and details of codosures below the first floor. Also. Cl Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft:NOVD (MSL). For floodproofcd swctures, appGcaot must attach certificatio. from registered engineer or architect. / ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will no( result inany increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTIONS: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRA.TORI I have determined that the proposed activity. A- ❑ Is B. ❑ Is not in conformance with provisions of Local Law if , 19 The permit is issued subject to the conditions attached to and made part of this permit.. SIGNED DATE If BOX A is chcckcd, lbc Local Administrator may issue a Development Pcr-mit upon payment of designated If BOX B is chcckcd, the Local Administrator will provide a written summary of dcficicncics. Applicant may reyisc and resubmit an application to the Local Administrator or may request a hearing from lbe Board of Appeals. ' APPLICATION W PAGE 4 OF 4 APPFAIS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing dale: Appeals Board Dccisioo --- Approved? ❑ Ycs ❑ No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information mu_sl be provided for project structures. This scctioo must be completed by a registered professional engineer or a licensed land surveyor (or attach a ccrtificadon to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevadon of the lop of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2_ Actual (As-Built) Elevation of floodprooFwg protection is FT- NGVD (MSL). i NOTE: Any work performed prior to submittal of the above information is al the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete tbis section as applicable based oa inspection of the project to ensure compliance with the commu- itys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION $• CERTIFICATE OF OMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE / CERTIFICATE OF COMPLIANCE i for Development in a Special Flood Hazard Area ^ I ` TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIA-NCE IS HEREBY CERTIFIED WITH THE REQMREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC ( 93 ) e��i'ceistoa STATE OF NEW YORK DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION DAVID A.PATERSON 99 WASHINGTON AVENUE LORRAINE A.CORTES-VAZQUEZ GOVERNOR ALBANY,NY 12231-0001 SECRETARY OF STATE April 22, 2009 RICHARD BOSWORTH 5035 PECONIC BAY BLVD. LAUREL, NY 11948 Re: 2009-0185 Property Address: 4553 WICKHAM AVENUE MATTITUCK Dear Petitioner: This will acknowledge receipt of your petition under Part 1205, Title 19 NYCRR. Your.petition has been assigned the file number 2009=0185. Please refer to this number on all correspondence. " You will-be notified if any additional information is needed after your petition ha&been reviewed. If we determine to hold a public hearing, you will be notified of the time and place. If.no hearing is scheduled,the petition will be decided on the merits of the written documentation'submitted. Codes Division Page 1 of 1 Verity, Mike From: Smith, Richard (DOS) [Richard.Smith@dos.state.ny.us] Sent: Wednesday, May 20,2009 2:20 PM To: Verity, Mike Subject: Board Petition#2009-0185 Mike, This is to confirm that on May 12, 2009,. the Southern Board of Review unanimously granted a variance from the required 2 foot freeboard, section R323.1.3.3 of the Residential Code of New York state, for the proposed new residence to be constructed by Richard Bosworth at 4553 Wickham Avenue, Mattituck, Town of Southold. I believe that the only condition imposed.was that Mr. Bosworth would still be eligible for flood insurance.with.the building set at the required FEMA design flood elevation. The Written decision will be forthcoming from Albany. If you have any further questions please contact me. RAS 5/20/2009 FROM :METES and Bounds REVANGELA FAX NO. May. 29 2009, 10:33AM P1 1 . Metes and,Bounds Surveying, 22 American Ave Coram,NY 11727-3121 631-736-9350 Fax 631-736-9350 May 29;2009 James Richter Town of Southold Lngineering Dept. Subject: Bosworth Residence - 4553 Wickham Avenue Matatuck,NY 11952 SCTM# 1000407-04-1.3 Dear Mr:Richter: The existing natural swale on the southern side of the driveway shall remain,and is sufficient to contain 60%of the runoff from the proposed pervious driveway,without any Bangor of runoff being directed towards the wetlands(tidal or freshwater),or the adjacent property, The spot elevation shown on the proposed driveway is 5.5 feet. The elevation of the tree line to the south is 6,1 feet. The elevations to the west of the proposed house and-east of the freshwater wetlands ranges from 6.3 feet to 7.9.feet,Please contact me with any questions or JAMES A. RIGHTER, R.A.SCOTT A. RUSSELL SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765-9015 Tel.(631)-765-1560 '� „•�„;„,;. t JAMIE.RIGHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD April 12, 2010 Mr. Damon Rallis Code Enforcement/ Building Department Town Hall, 53095 Main Road Southold, New York 11971 Re: Bosworth Residence Building Permit SCTM #: 1000-107-04-13 BP #: 34727 Z Dear Mr. Rallis: have been contacted by the adjacent property owners who are located on the southerly side of the new Bosworth Residence. During a recent storm event, there was a problem with moderate flooding in there rear yard. According to this Homeowner,when storm conditions were severe enough,storm water would flow from east to west through various back yards and end up in a freshwater wetland that is located on the Bosworth property. Apparently,the building of this new residence required"Fill'to accommodate the new construction and subsequent regarding of the property may have inadvertently cut off or dammed up a natural watercourse in this area. I have reviewed the Permit File for the above referenced project with respect to the requirements of Chapter 236 — Storm Water Management. According to the Storm Water Assessment Form that had been submitted by the applicant, they have acknowledged that this site is within the Trustees jurisdiction and that there may be a Natural Water Course traversing the site. Upon review of the Survey submitted by the applicant,there appears to be a natural low lying area that could direct excess storm water flow in a northwesterly direction. This natural water course appears to traverse several properties and ultimately ends up in the wetland. At your convenience, I would like to schedule a field inspection of the site to inspect this matter firsthand. I would like to investigate whether the New Fill and/or regarding of the site has caused storm water runoff to back up in the adjacent properties. If we can determine this to be the case I would recommend that the Building Department require additional grading to open the natural flow of storm water to the wetland area. If you have any questions concerning this report, please contact my office. S' rely, mes A. Richter, R.A. cc: Peter Harris, Highway Superintenden *pF SO�TyOIo Town Hall Annex / Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 �Q Southold,NY 11971-0959 O �yC4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Richard Bosworth 5035 Peconic Bay Blvd. Laurel, NY 11948 Re: 4553 Wickham Avenue SCTM# 1000-107.4-13 Stormwater Runoff Dear Mr. Bosworth: Following a recent inspection, it has come to our attention that recent changes to your property have resulted in a possible violation of the town's storm water management code. Unfortunately, a certificate of occupancy cannot be issued on the above referenced property until this issue is addressed. In order to rectify this matter, you have ten(10) days from the receipt of this letter to contact the Southold Town Engineer, James Richter, at (631) 765-1560, between the hours of 8:00 a.m. and 4:00 p.m. to discuss this issue. Res y o amon allis, Zonin spec r Southold ep m nt SO!/ryo Town Hall Annex ~� l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 N Southold,NY 11971-0959 Ol a0 Cou BUILDING DEPARTMENT TOWN OF SOUTHOLD . A P July 17, 2012 Richard Bosworth 5035 Peconic Bay Blvd Laurel, NY 11948 r_ Y Re: 4553 Wickham Ave., Mattituck TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: I *** Plea/se Note: Final Approval required by Town Engineer for Runoff oil z7( t ✓ Application for Certificate of Occupancy. (Enclosed) —WElectrical Underwriters Certificate. (contact your electrician) ✓ A fee of$50.00. V Final Health Department Approval Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84 Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37099 — New Dwelling File# d TOW F SSOUTHOL/Dp 1COMPLAINT REFERRAL FORM Location of Complaint: / '5_9 SCTM # Property Owner,�-_ cOge_71 V Phone Address: Y'a 6 '/C'Z— ` 4. NATURE OF COMPLAINT: 0)7- 1 S zF ACTION TAKEN: Optional: Complainant: By Y �O� By Phone Mail In Person Address Phone: Report Taken ByQ Pl 0'e2 Date Date Referred to Code Enforcement: --------------------------------------------------------------------------------------------------------------------- CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 4553 Wickham Ave City Mattituck State NY ZIP Code 11952 Company NAlCNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. 77 I i� f �1 h r R E7 SURVEY OP PROPERTY SITUATE JUL MATTTITUCK SUER C0 _t � � OFFICE Q �^ rim;" TOWN OF SOUTHOL D SUFFOLK COUNTY, NEW YORK �� dy S.C. TAX No. f 000-107-04-13 0 d'°°� F s SCALE 1 "=60' f ^ 2 .I'�•��0 Rm sro4 SUFed'. bI 1 l�l'.:e� FEBRUAN'Y 25, 2009 10,`' ti8�' ° r �" E k"a-F�^ gar.: _: ? .'.�.a�.3 ,�'y's ;',Q•a MAY 12, 2009 AODED PROPOSED POOL 0� �Q•:' DUNE 9, 2009 FOUNDATION LOCATION ry0 ?�� h J 0-0 S •O OL JANUARY 11, P012 FINAL SURVEY ,*J /fig AREA = 0,818 9 ft. Zry FLAah a!;C"i Bell 1.855 CC. Flaa @ F�r Iq j d87 f IS.J i Z V• \ b,; li:..®Pii . <'1=a•. / V.td i FtAo 15.00' e���.�'\ j r.�-Y4 .f'�4 s�-•-�•-..-_ _� _ �'�„•e-•�. LOT COKE 1°AGE: p �, 0} �4 ## t6.e.! i.I Ci:G:.•t , 7 w�. 4r1 e,G. �° sawjq ?mod 1�,Z5+�U ,5 t^ \ � y 4 office of�1°u�5$�`dyBoiT HOUSE — 4,370 SF FLAG °� ��wo„wNs°�4,. ,,"° ,aaw\'\ o d' t DRIVEWAY — 4,045 SF RAO — DECKS, ETC.. .— 824.5 SF RAb �A SUBJECT To CovEt�ANT PC T�tICT10t�5 USERCLEARED AREA.— 27,508 SF FLAa `roo'w' J' oo ) (� PAGE TOTAL = 36,747.5 SF A` s ' °�- 9f \ RICHARD BOSWORTH AL CHICAGO TITLE INSURANCE COMPANY ' � ""' ALFLAG " U � F �- � X 1 ELEVATIONS ARE REFERENCED TO N.9.V.D. 1929 DATUM J9• FLAG Opp a'fi`5 \ EXISTIN9 ELEVATIONS ARE SHOWN THUS:as • LONR►d` \ EXISTING CONTOUR LINES ARE SHOWN THUS: ;r JIL 2. ANY WETLAND BOUNDARIES SHOWN.ARE SUBJECT TO VERIRCATION FLAG •/ BY NEW YORK STATE AND/OR OTHEP REGULATORY AGENCIES.. PROPOSED i LEVATIONS ARE SHOWN THUS: a• a �• 3. MINIMUM SEPTIC TANK CAPACITIES OR 4 BEDROOM HOUSE 14 1.200 GALLONS. 1 TANK. 8' DUI. a HIGH I✓f' - i d' 2V 4. MINIMUM LEACHING SYSTEM FOR 4 OEDROOM HOUSE IS 300 #q ff SIDEWALL AREA. _21I \ S4Z'6 '6 B POOLS; ? DEEP. 8' dla. n, � z 1;7. 118 MANSION POOL 4� {� ® 'a.., L ao _ OCHINO POOL 0*PTK:TANK �'• p 11w �o 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. g G. THIS PROP�TY (EL 11)IS IN FLOOD ZONE AE STY 3C FLOOD INSgRANCE RATE MAP No. 3010 O143 0 a �►( ZONE AE; FLOW ELEVAMONS INED 7. ADJACENT AREAS=AREA NOT INCLUDING WETLANDS) = 74 121 a . ff. 5 1�,y5'2 (( q z PROPOSED NOUSE = 5,296 sq. ft. OR 7.1% OF THE ADJACEt AREA I1/0/F�rn,ON a. FOR THE SVTIC SYSTEM 200 cu. y4s. OF SANDY LOAM AND SILTY SAND SHALL BE RkMOVED AND 650 au. yds. OF CLEAN SAND TRW ED IN FROM AN UPLAND'SOURCE SHALL BE USED TO BACK FILL THE SYSTEM. l�ODWR' METES AND HOUNDS SURVEYING �^w�o Faeia 22 AMERICAN AVENUE AMUM64 oa A=nCN to A CORAM, N.Y. 117277 uFP eFJuaa A W u W SURVEMn 18 PHONE (631) 736-9350 s A�"°""0 MAI p F A FAX (631) 736-935d 1 " '0000 ham an m%*.1 of tlds mwr�P f �A AGB•SYSTEM Cere^nL®T1Q' no<moM•C eGh a d or ai,pia (-\ l'1L LOT: 13 BLOCK:, 04 SECTION: 10�' DISTRICT: 1000 ,w,w,o,'.erid..m°�."a..roa�..a � '1 ate' aloe red w o wed o { 1 ROOF AREsq. ft.,272 7 ff. MAP OF: 'Cwulkaa,a tnalwaE',hasaiY d,dr, f1 5,272 sq. ff. X 0.17 = 896 eiu. 1t. a" =O%. '•°t"a°umw s,- 896 ON. ff. 42.2 = 22 vsrllcal ff. of 8' dla. Isaahl69 pool required ty as N...prN Rob A,.ociaaai d PROM E (11) 8' dla. X 2' hI STORM DRAIN POOLS � �A h� � 1�t SITUATED AT: MAT{iTUCK iw,d IaM swF,o,.. sow P� Yf1�TOWN, OF SOUTHOLD, SUFFU CO., N.Y. o'w°0°ao"M.4 m o, I ° s""' hr eLo,a as eu,wy ry pe,pv,tl,,ne m N, RICHARD BOSWORTH La+dr m as vw gammfnwdd 8'DUI. 2' DEEP DRYWELLS FON ROOF RUN-OFF ARE SHOWN THUS: CHICAGO TITLE INSURtCE COMPANY .a,0 admequra.,mom..• E� S.19 CERTIFIED TO: N01R LACAnaPLs AND IIQD IL OF arc JOB NO.: 09-102F s� LW Mr M No � C NOT READILY MSHF.AM NOT DATE; JMOARY 11,2012 " 1 _A REScheck Software Version 4.2.1 --- Compliance Certificate Project Title: Proposed Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 8% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 4553 Wickham Ave. Richard&Wendy Bosworth Michael Macrina Architect,pc Mattituck,NY 409 Lake Ave. St.James,NY 11780 ,Compliance: Compliance:28.6%Better Than Code Maximum UA:961 Your UA:686 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2862 30.0 0.0 100 Ceiling 2:Cathedral Ceiling(no attic) 339 21.0 0.0 16 Wall 1:Wood Frame, 16"o.c. 5433 19.0 0.0 298 Window 1:Wood Frame:Double Pane with Low-E 404 0.340 137 Door 1:Solid 15 0.400 6 Door 2:Glass 40 0.340 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3488 30.0 0.0 115. The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Name-Title Signature Date 0 `QA. �04 ado 4.Project Title: Proposed Residence Report date:04/28/09 Data fileriame:C:\Documents and Settings\Michael Macrina\Desktop\Network Fold er\Drawings\2009-M MA\09 07-Bosworth\Energy Cal cs\0907-Energy Calc Al& Page 1 of 1 a^ 37b1 � 'MIC" .UA .L MACIZINA .4IZC1JITLCT, P.C. 409 Lake Ave., Suite C, St. James, N.Y. 1 1780 (631) 686-6585, Fax: (631) 686-6786 Mmacrina@optonline.net NAM1.1, June 30, 2009 Town of Southold �1of�no$do NPnot1/� 2 Building Department 3a 1 U LS Town Hall ©®�Q Southold, N.Y. 11971 Re: Bosworth Residence 4553 Wickham Ave. 2J u�IOWNLOP. Otf�iOl� Mattituck,N.Y. 11952 For whom it may concern, The homeowner would like to install the HVAC ductwork for his home below the design flood elevation. The Residential Code of NYS, section R323.1.5, exception and the FEMA coastal construction manual does allow the ductwork below the design flood elevation provided that is protected to resist.floodwater damage. The product that will be used to waterproof the ductwork is `NCFI Polyurethanes' NCFI spray foam system 11- 016, which has a FEMA Class 4 flood resistance and a water resistive barrier. As per the FEMA coastal construction-manual, a class 4 is an acceptable material to resist floodwater damage for interior spaces. I attached the technical data sheet for you record. I respectfully request that you accept this letter for the ductwork protection. If you have any questions, please do not hesitate to call. Sincerely, ® AR ti. :'. 131 b Fs i el crina AIA eisteh d Architect Member of the American Institute of Architects / United States Green Building Council 0 01cl NCFI POLYURETHANES Division of BMC P.O. Box 1528 • Mount Airy, NC 27030 P O L Y U R E T H A N E S 800.346.8229 www.NCFI.com TECHNICAL DATA SHEET NCFI SPRAY FOAM SYSTEM 11-016 DESCRIPTION: NCFI 11-016 is a two component, one-to-one by volume, self-adhering, seamless, high insulating efficiency spray applied rigid polyurethane foam system.This NCFI system has been formulated with HFC-245fa as the blowing agent and contains an anti-microbial ingredient to inhibit growth of molds that may affect this product. NCFI 11-016 is suitable for use in the NCFI InsulStar®and InsulBloc®insulation systems as well as other insulation applications. Complies with ASTM C1029. DISTINGUISHING CHARACTERISTICS: TYPICAL PHYSICAL PROPERTIES: • High R-Value Core Density-ASTM 1622 2.0 pcf • Zero ODP Compressive Strength • Class 11 Vapor Retarder- ASTM D 1621 27 psi Semi-impermeable @2" • High Yields Moisture Vapor g Transmission -ASTM E 96 1.3 perm-in • High Closed Cell Content • Air Barrier Closed Cell Content >90% • Good Dimensional Stability ASTM D 6226 • Meets ASTM E-84, FS <25, SD<450 R value @ 1 inch 6.8 at 4 inch Thickness ASTM C 518 • FEMA Class 4 Flood Resistance Air Permeance-Infiltration 0.000 cfm/ftZ @ 1.57 psf • Water Resistive Barrier ASTM E 283 Exfiltration 0.000 cfm/ftZ @ 1.57 psf For proper use of this NCFI insulating material refer Bacterial &Fungal Growth Negligible* to the NCFI Application Information and any of the ASTM G 21&E 1428 following codes or guides: STC - ASTM E go 31** OITC 24** • International Building Code, (IBC), Chapter 26 • International Residential Code (IRC) Flammability Flame Spread <25 Section R314 and R806 ASTM E-84 @ 4 inches Smoke Dev <450 • API Fire Safety Guidelines for Use of Rigid Max Service Temperature 180OF Polyurethane and Polyisocyanurate Foam Insu- Note: The above values are average values obtained from lation in Building Construction (AX230) laboratory experiments and should serve only as guide lines. Free rise core density should not be confused with overall den- Installation Limitations sity. Overall densities are always higher than free rise core densities and take into account skin formation, thickness of When covered with Maximum Thickness Maximum Thickness application,environmental conditions,etc. 1/2"gypsum board in walls in Ceilings *NCFI 11-016 is formulated with an anti-microbial. 11-016 8° 12" See back of this page for details. Limits based on NFPA 286 **As measured in 2"x 4"studwall assembly Polyurethane products manufactured or produced from this liquid system may present a serious fire hazard if improperly used or allowed to remain exposed or unprotected. The character and magnitude of any such hazard will depend on a broad range of factors,which are controlled and influ- enced by the manufacturing and production process,by the mode of application or installation and by the function and usage of the particular product. Any flammability rating contained in this literature is not intended to reflect hazards presented by this or any other material under actual fire conditions. These ratings are used solely to measure and describe the product's response to heat and flame under controlled laboratory conditions. Each person,firm or corporation engaged in the manufacture,production,application,installation or use of any polyurethane product should carefully determine whether there is a potential fire hazard associated with such product in a specific usage,and utilize all appropriate precau- tionary and safety measures. 3 70% ? NCFI 11-016 APPLICATION INFORMATION EQUIPMENT AND COMPONENT RATIOS: OPTIMUM ADHESION TEMPERATURE OF SURFACE TO BE SPRAYED: It is preferred that this system be processed with Graco Polyurethane Spray Equipment. On general work where the surface to be sprayed NCFI 11-016R is connected to the resin pumps with will remain at ambient temperature or cooler, the NCFI 11-016A being connected to the isocyanate surface should be between 50°F and 120°F. In this pumps. The proportioning pump ratio is 1 to 1. range the warmer the surface the better the Graco preheater and hose temperature should be set adhesion. When surfaces to be sprayed are cooler at 130°F to give a good pattern. For high-pressure than 60OF a flash coat should be applied with the ` equipment, temperature settings may be slightly second coat following as soon as the original coat is higher. no longer tacky to the touch. For service temperature in the range of 120-180°F,the surface STORAGE AND USE OF CHEMICALS: to be sprayed should be 120°F or above at time of spraying. Keep temperature of chemicals above 70°F for several days before use. Cold chemicals can cause WEATHER PROTECTION OF FINISHED poor mixing, pump cavitations or other process FOAM: problems due to higher viscosity at lower temperatures. Storage temperature should not The finished surface of sprayed polyurethane foam exceed 90oF. Do not store in direct sunlight. Keep should be protected from adverse effects of drums tightly closed-when not in use and under ultraviolet rays of direct sunlight, which can cause nitrogen pressure of 2-3 psi after they have been dusting and discoloration. Protective coatings opened. The shelf life of NCFI 11-016 is six months. designed for use with polyurethane foam are available. SAFE HANDLING OF LIQUID COMPONENTS: VAPOR BARRIER PROTECTION ON COLD Use caution in removing bungs from the container. STORAGE APPLICATIONS: Loosen the small bung first and let any built up gas escape before completely removing. R component When NCFI sprayed polyurethane foam insulates will froth at elevated temperatures.Avoid structures subject to continuous cold temperatures, prolonged breathing of vapors. In case of chemical such as coolers and freezers, a Class I moisture contact with eyes, flush with water for at least 15 vapor barrier( 0.1 perm or less) is normally required minutes and get medical attention. For further on the"warm"side of the foam insulation. Contact information refer to"MDI-Based Polyurethane Foam NCFI for specific recommendations. Systems: Guidelines for Safe Handling and Disposal" publication AX-119 published by Alliance For The Polyurethanes Industry 1300 Wilson Blvd, Suite 800, CODE-COMPLIANT FIRE RESISTANCE: Arlington,VA 22209. Where foam is sprayed over large areas of building PREPARATION OF SURFACE TO BE interiors, building codes require the installation of an SPRAYED' approved thermal barrier between the foam plastic insulation and the occupied space. W gypsum board or other tested and approved material may be 11-016 is suitable for application to most construction installed as a thermal barrier. Refer to specific materials including wood, masonry, concrete, and building codes for details. metal.All surfaces to be sprayed should be clean, Contact NCFI Polyurethanes for specific alternate dry, and free of dew or frost. All metal to which foam approvals for 11-016. is to be applied must be free of oil, grease, etc. The maximum thickness of each layer or pass of foam `NCFI 11-016 is formulated with an anti-microbial ingredient to should be 1W. Multiple layers can be applied to inhibit the growth of molds that may affect this product.The anti- reach the desired R value. microbial properties do not protect occupants of spaces insulated with 11-016 from potential deleterious effects of molds, mold spores, or disease organisms that may be present in the environment. The information on our data sheets is to assist customers in determining whether our products are suitable for their applications. The customers must satisfy themselves as to the suitability for specific cases. NCFI warrants only that the material shall meet its specifications;this warranty is in lieu of all other written or unwritten,expressed or implied warranties and NCFI expressly disclaims any warranty of merchantability,fitness for a particular purpose,or freedom from patent infringement. Accordingly,buyer assumes all risks whatsoever as to the use of the material. Buyer's exclusive remedy as to any breach of warranty,negligence or other claim shall be limited to the purchase price of the material. Failure to adhere strictly to any recommended procedures shall relieve NCFI of all liability with respect to the material or the use thereof. 042309 DWELLING PROPOSED SEPTIC SYSTEM DETAIL r � HOUSE (NOT TO SCALE) ELEV. t1.5 TEST HOLE DATA FINISHED GRADE S FINISHELEISISH GRADE TOP EL 8.75 9•COLLAR/CAP TOP EL 8.3' --�' MIN. (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 26, 2004) 6- .�•-al _ MIN. 4" DIA. .,�, LEACHING T 3' CLEAN INV. EL APPROVED PIPE TEP'T1C APPROVED PIPE POOL oo LEACHING ni SAND �- EL 6.6' min. PITCH 1/4'/1' min. PITCH 1/8"/1' POOL 1 COLLAR O INV. EL 7.2' o (�•�,�, 9'3 INV. EL7.8' INV. EL 7 3' •' g DARK BROWN SANDY LOAM OIL It C4� '• DISTRIBUTION POOL OF � ,•, BROWN SILTY SAND SM BOT. EL 3.8' 5 POOL SYSTEM BOT. EL. 5.8' EROUN3 8 WATER N LEACHING POOLS (6) 4401Zpz'`y f EL 3.8' • 2.s' SEPTIC TA K (1WATER IN BROWN SILTY SAND SM 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,200 GALLONS. 1. MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOUSE IS 300 e ft SIDEWALL AREA. ,�,.. 3' 1 TANK; 8' DIA 5' DEEP 6 POOLS; 2' DEEP, 8' dia. ` 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS. Q ����`'�' "`"'� •' LJ � `� vj���\� P 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) 3.WALL THICKNESS SHALL BE A MINIMUM OF 3",ATOP THICKNESS OF 6•AND A BOTTOM THICKNESS OF 4'. LEACHING STRUCTURES. SOLID DOMES AND/OR SLABS. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pef. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). r� 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WAIERTIGHi. 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. FG�'`, Q„n"�" (.~'., '•'' - . �:�'� L" y CJ'�•'� 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF tt/47 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. A, F°a G'►�`'�y,.,c`` - p T r�,, 4 Q i,. Z� ON A MINIMUM 3•THICK BED OF COMPACTED SAND OR PEA GRAVEL l 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. /'�- / /FLAG c"' ` '�•+• F L't 3 /� "�t 1.-< ,.,r ;',' f" r1\„tS �' WATER IN PALE BROWN FINE TO COARSE SAND SW . ft0 j/ `O IYRFLI FLAG ®F •�,r° g f FLAG �'� SURVEY OF PROPERTY 7.7 SI T UA TE ory\ M �°' /�y�o� �i,i / / / / / \ I ;�.;,..� � ,,�- ,�, � .• WEB FLAGMATTITUCK \I\\ \' / / / \ I I r a: ,re ` r• a 11 FLAG TOWN OF SOUTHOLD 3- AL \\\_� fn CC- 22. . ' �. SUFFOLK COUNTY, NEW PORK FLAG , ' S . C . TAX No . 1000 - 107 - 04- 13 w 5'%, �; x ,' x6.7.,.'' 0 , 3� ``" » > ► 9i. SCALE 1 - �� s # # ��� „ E a5 C0cNj5. \ \• Alf, PROPOSED CONC. RETAINING WALL DETAIL �l . .Q,, \ e O TdP i MO 0• z 7 'S0 0`Z, (NOT TO SCALE) FEBRUARY 259 2009 6 FLAG ,/ I cotio N �1225 2 �/- ° \PE \\\ ;\co ���LIN FINISHED GRADE f -1 1 oG °P .N, \ / 1I. FLAG / I �oy0 FO 03 \ o AREA = 80,818 sq. ft. G 1 „ 5 4. 01 FLAG 1 \ � I ti '15 SD o `� ��,�"` ORES c, No. 4 REBAR FAA \ \\ , 2' O.C. 1 .855 ac. Too :� ' - _ # o a � No. 4 REBAF2 6 2' O.C. '. .p. . FINISHED GRADE \ \ \ K.ZS :::1;:isissl;:;i:ir:: :iii:::i::;:::':':' - MEMBRANE WATERPROOFING ... ?; ` S(JP �Af SL I SEPTIC SYSTEM SIDE y F FLAG ::.::::...: ::a>...:. . OE .. �'cp FLAU b�� 9 FLAG 8 CERTIFIED TO: 5, I x ; <: :>; ';:.:.: Z ::;;;: ':;::.. ::: \ x B- r \ \ �: ... \ TEST HOLE D ? z Q�9\ 1<9y, \ \\ i!`'. :."i:.:;;:�i: :?is::.;i�i:•i::''>.:;.,,.,::,:::' ':.:r:..::;•i•i:i:;:;i::: •} \ \ Q� No. 3 REBAR 0 12" ,. R I C H A R G B 0 S W 0 R T H b o FLAG \ 1 �� \ . :: . t , , .:.;;: :>::>::......:;:»;::; \ �� \ o D.G. ;. CHICAGO TITLE INSURANCE COMPANY Z Tr FLOG Z s I 0...................:.:: :.:.:.::::::._. ...... ti : 106.1' 1 8 1 n 1 I :' ::::`::::..: .:•:.: :iii:ii::. • PROPQSED , ,;•' ... \:•' a;2•; D° •:. D 4 2. ((1 1 � d ., ' "`� >5 • �' '•PERVIOUS RI \ m N f dL NOTES: FLAG 11 x 54 F°�No o as \\ �\\ • ' �;' 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM "G I 7.0 EXISTING ELEVATIONS ARE SHOWN THUS: -5..4 \ �° No. 3 REBAR O 18' O.C. ................... 1,1 EXISTING CONTOUR LINES ARE SHOWN THUS: ------s----- s FLAG - I I xS�B / �� a coN G. O. 2. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION \\ \ FLAG BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. \ \ I ! \� E \\ x e '\ ��� �� :� PROPOSED ELEVATIONS ARE SHOWN THUS: II.1 \ \ o,, C 3. MINIMUM SEPTIC TANK CAPACITIES FOR 0 4 BEDROOM HOUSE IS 1,200 GALLONS. ,\ \\ `� x�7 \\ c�PEO \\ REE ONE x + ti��m �yc 1 TANK; 8' DIA. 5' HIGH \\ \\ \ \ �/�'Z 6A 10 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. \ 70 \x \ \ �� "�• �• 1 6 POOLS; 2' DEEP, 8' dia. \\ x \\� of p�pE x •�°' TIe �' GF OVNO f PROPOSED EXPANSION POOL \ \\ \x Eo x / F ® PROPOSED LEACHING POOL crt \ \ \ F ON �✓ l/ 01 -`'W4 . PROPOSED SEPTIC TANK �Bx \\ \\ x \I N/STEM NSON " \\ \\ 14 JAMLLE14 S`IptG o� 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD \ \ I & E OwE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \ x II �_ j1:Cra5 y� 6. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 11) \ 14 nr 'UnA FLOOD INSURANCE RATE MAP No. 36103CO143 G Z1 �N0 " W � ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N° M° ,Ly�'r,O �����L1Z COU'r Y �• {• ,[•t ,"A^'4y j� LN 7. ADJACENT AREA LOT AREA NOT INCLUDING WETLANDS = 74,121 s ft. \ 5 1 ��'�'�r•�L•. Y - F ON CA,y„1L•. PROPOSED HOUSE = 5,296 sq. ft. OR 7.1% OF THE ADJACENT AREA. N�E CONL1 (,�,; : r 8. FOR THE SEPTIC SYSTEM 200 cu. yds. OF SANDY LOAM AND SILTY SAND SHALL BE REMOVED AND ODOR LING 650 cu. yds. OF CLEAN SAND TRUCKED IN FROM AN UPLAND SOURCE SHALL BE USED TO BACK FILL THE SYSTEM. TSE pWEL P �� � ..• _�- _ t. THIS SURVEY IS SUBJECT TO ANY EASEMENT r A R 1 t AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS C® �r1 . .\,E 0• �` 't1t •r `�r i METES ,��L WE WHICH A TITLE SEARCH MIGHT DISCLOSE .hc9� Cvj 9" [ �,,,• a 22 AMERICAN AVENUE v i I P "UNAUTHORIZED ALTERATION OR ADDITION TO A � � �, 1- riA"'" �• ,3 CORAM, N.Y. 11727 SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S Co K, „t I SEAL IS A VIOLATION OF ARTICLE 134. SECTION ��• PHONE (631) 736-9350 7209, SUBDIVISION 2. OF THE NEW YORK STATE �. .,,. ,---_•-a FAX (631) 736-9350 mucnnoN LAW" "Copies from the original of this survey map ^��^ DR.ALYAGE SYSTEM CALCULATIONS: cONc not marked with an original of the land LOT: 13 BLOCK: 04 SECTION: 107 DISTRICT: 1000 surveyor's inked seal or his embossed seal P.00F AREA: 5,272 sq. ft. shall not be considered a valid true copy." 5 �( MAP OF: Certification indicated hereon signify that SP°°L I� / 5,272 sq. ft. X 0.17 = 896 cu. ft. 1 this survey was prepared in accordance with CEs �/ 896 cu. ft. / 42.2 = 22 vertical ft. of 8' dia. leaching pool required �� A� the existing Code of Practice for Land Surveys I( •Q O adopted by the New York State Association of FROVIDE (11) 8' dia. X'2' high STORM DRAIN POOLS \Y �y SITUATED AT: MATTITUCK Professional Land Surveyors. She �� TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. certifications shop run only to the person for whom the survey is prepared, and on his PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: V lc� �j� behalf to the title company, governmental v� L RICHARD BOSWORTH agency and lending institution. g Certifications are not transferable to O CERTIFIED T0: CHICAGO TITLE INSURANCE COMPANY additional institutions or subsequent owners." NOTE: LOCATIONS AND EXISTENCE OF ANY �S JOB NO.: 09-102 SUBSURFACE UTILITIES AND/OR STRUCTURES (rL NOT READILY VISIBLE, ARE NOT CERTIFIED. WELL DATE: FEBRUARY 25, 2009 PROPOSED SEPTIC SYSTEM DETAIL DWELLING HOUSE (NOT TO SCALE) ELEV. 11'Z FINISHED GRADE FINISH GRADE ELEV. 9.5 ELEV. 9'5' TEST HOLE DATA TOP EL 8.75 9" COLLAR/CAP TOP EL 8.3' MIN. (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 26, 2004) IN. 4" DIA. 6• APPROVED PIPE 7EPTIC APPROVED PI LEACHING LEACHING ro SANDL�'N EL 6.6' 0. Imo' 3' min. PITCH 1/4"/1' min. PITCH 1/8•/1' POOL o; p00t i COLLAR 9.3 INV. EL. 7.2' INV. EL7.8' DARK BROWN SANDY LOAM OL INV. EL •8. BOT. EL 3.8' DISTRIBUTION POOL OF BOT. EL 5.8• GROUND WATER •' ,.� BROWN SILTY SAND SM 5 POOL SYSTEM ELEV. 3.8' SEPTIC TANKLEACHING POOLS (6) EL 3.8' 28'( . Jv WATER IN BROWN SILTY SAND SM 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,200 GALLONS. "�) yp�� 3' 1 TANK; 8' DIA 5' DEEP 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.8' dia. ,G 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi A7 28 DAYS. 6 POOLS; 2' DEEP. .1�0 F� 3. WALL THICKNESS SHALL BE A MINIMUM OF 3'. A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4". 2' LEACHING STRUCTURES.ARE REST BE CONSTRUCT DOMES ED F PRECAST REINFORCED CONCRETE(OR EQUAL) ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED LEACHING D FORCE OF 300 paf. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). /� Yv- VF. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. V F.� '` 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF t1/4') ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 5.AN e' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. V 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. / FLAG WATER IN PALE BROWN FINE TO COARSE SAND SW .�b61g`L /FLAG /i NO •Y�6 0 2sf4 'F a� /i i i i itio �O fa SURVEY OF PROPERTY , /;;,;; ,; Lqc�0 SITUATE ��'' 1VI A T T I T U C K �40 ( ,•''� /,',/ ,' \ \I ALL TOWN OF SOUTHOLD �'� '' � 78 FLAG x4.4\ / ///.� I �. ,�3 / _I / / / I 7.4 x� t� ��\ 00, SUFFOLK COUNTY , NEW YORK I FLAG ,I\i 7..' S .C. TAX No . 1000- 107 - 04- 13 W 5''�/ %%'x 57 ' I 7 A 16.0 ,/ .7.c q / SCALE I - � 0 t 8; ' /' j 1 /�6 7 ��� „ tip 1 q 55. \ \ ��y�✓Na PROPOSED CON NOIRE RETAINING WALL DETAIL I � p o .7 00_ ( ° ) FEBRUARY 25, 2009 FLAG / ' � ; °° °'� �;�2°252 ,- µ �a� ' 90 4.7 / I y r \t^ N C� FINISHED GRADE FLAG / I C G� 6. -\ft\ O� �j I °20 ` \ \0, 4.6 7. `l/t RrY' ,\ , , v. \ \ •9 ,��'C�,�, n, 5 4.0 / p ty FLAG \ 7. I h-, 6. / �c� • rn AREA - 80,81 8 Sq. 11. F G I \ N'� t � I \ .�'l� o\p�G' S, .0 Yr�R No. 4 REBAR 1 .855 aC. s.o \ \ �., _ I ` j_` . obr`\ o z' D.G. 100' r / I 1'1. 7 �.i D" FINISHED GRADE \ a ':?i.dc::::isi>;:i!i;;li;ii;:( .`;.'. QtJ' ,1NLN" CEDAR `\ Gj\ 0Q \ \ 7.9 r �::. .. .. .... . : ....................: 5.8 8 \G MEMBRANE WATERPROOFING ................................. ... T� SEPTIC SYSTEM SIDE , FLAG \ 2 Gi\�^ x F. :::?:::?::':::';::::.' f:::: 1\ / O� \ \ \ . A. 111 FLA.: Ili „1 9 FLAG CERTIFIED TO: 5, .4.7 �o. \ \ "• Gam '' 9°:.� �. \ TEST HOLE n. z RICHARD BOSWORTH �Z� FLAG \ 111. I J O \ \ ....tfi'i;•�... .r:C�pRi:i:i:::i:;:iii:;<:. A \ \J \ o No. 3 REBAR O 12" •''. C H I C A G O TITLE INSURANCE COMPANY i \ 4 I y� - y� ;;;t;::;j ::;i:;:t:.:;;.>;;;::;<;;:;:;:;;:«;:: ' , ; 106.1' \ \ o.C. G73. FLAG n - 1 .................. .. ............... "° + 0A 'PROP x' FLAG I x I ->_-- ` ..`':'.' ; .'.. ... .•ti��, �' d-•• .;/.� •• '.PERVIOU5 I?RIVEINA IPE \ mac+\ '++ ,.• ^: NOTES: I I o . ,a Fo0No o s. \\ �\\ • . . 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM FLAG I i 7..o :::::: ::::::`::::::::::::.. . �� ' 4� \ \ EXISTING ELEVATIONS ARE SHOWN THUS: -.oA. ,,� l`__--��0�N09 x Na. 3 REBAR o 19• o.c. EXISTING CONTOUR LINES ARE SHOWN THUS: ------5---- - 6 \ FLAG ' I I // 7 �� , !' ON 1'cy lJ1 3'-0' 1 o C c• q 2. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. \ FLAG I I �� \ 6 T x s�' a PROPOSED ELEVATIONS ARE SHOWN THUS: F11511 \ / plic�E_ \ c �• moo,, �1^� 7 \ "i x PEO !i 3. MINIMUM SEPTIC TANK CAPACITIES FOR 0 4 BEDROOM HOUSE IS 1,200 GALLONS. \ \ CAp \ \ EE uNt ��A yc 1 TANK; 8' DIA. 5' HIGH \ \ 1 \ 5 4 r y m �Yl 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. \ 00 6 POOLS; 2' DEEP, 8' dia. \ 7 \\\ \\\& G�p� 6 plpE x >1O' \ `/ PROPOSED EXPANSION POOL \ Y10 F03N0 OPROPOSED LEACHING POOL Wx PROPOSED SEPTIC TANK \\ \\ II � E5/SoV VENSON 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \\�\ & 41 6. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 11) FLOOD INSURANCE RATE MAP No. 36103CO143 G 7.1 UND Mp\N•� ++ W ZONE AE: BASE FLOOD ELEVATIONS DETERMINED NC. 2.15+2� 7. ADJACENT AREA (LOT AREA NOT INCLUDING WETLANDS) = 74,121 sq. ft. S 1 PROPOSED HOUSE = 5,296 sq. ft. OR 7.1% OF THE ADJACENT AREA. N/01 CONLON 8 650 cu. yds. OF FOR THE SEPTIC SC CLEAN SAND TRUCKED YSTEM 200 cu. yds. OIN SANDY ROM ANAUPLA D SOURCE M AND SILTY N HALLABE USED TO LL BE V BACK ED NDFILL THE SYSTEM. �,$EODpW WNG THIS IS SUBJECT ANY EMENT METES AND BOUNDS SURVEYING OF RECORD ANY OTHERTO PERTINENT FACTS _ WHICH A TIRE SEARCH MIGHT DISCLOSE t't 22 AMERICAN AVENUE CORAM, N.Y. 11727 SURVEY MAP BEARING AAO LICENSED N OR DLAND SITION URVEYOR'S jl` 0 SEAL IS A VIOLATION OF ARTICLE 134, SECTION PHONE (631) 736-9350 7209, SUBDINSION 2. OF THE NEW YORK STATE FAX (631) 736-9350 EDUCATION LAW" t Copies from the original of this survey map n DRAIPTAGE SYSTEM CALCULATIONS:1 (^ CpN�°M N• not marked with on original of the land � � I ; (�1 LOT: 13 BLOCK: 04 SECTION: 107 DISTRICT: 1000 surveyor's inked seal or his embossed seal ( \, shall not be considered a valid true copy. ` 1 ROOF AREA: 5,272 sq. ft. U v MAP OF: *Certification indicated hereon signify that 1 SSp00-5 5,272 sq. ft. X 0.17 = 896 cu. ft. this survey was prepared in accordance with CE /the existing Code of Practice for Land Surveys 096 cu. ft. / 42.2 = 22 vertical ft. of 8. �\ dia. leaching pool required adopted by the New York State Association of v (PROVIDE (1 1) 8' dia. X 2' high STORM DRAIN POOLS g SITUATED AT: MATTITUCK Professional Land Surveyors. e certifications shall run onlyto the person y TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental PROPOSED 8 DIA. X 2 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: �t3 �`V RICHARD BOSWORTH agency and lending institution. R LS. Certifications are not transferable to J : CHICAGO TITLE INSURANCE COMPANY additional institutions or subsequent owners.' NOTE: LOCATIONS AND EXISTENCE OF ANY t 11 CERTIFIED TO: SUBSURFACE UTILITIES AND/OR STRUCTURES O®D ZONTE r LLS JOB NO.: 09-102 NOT READILY VISIBLE. ARE NOT CERTIFIED. WELL COMPLY WITH CHAPTER, 114611 \I;" DATE: FEBRUARY 25, 2009 FLOOD'DAMAGE is ,�)J I rtULU i UWN CODE. DWELLING r6b r S I�P* 330 �i BLO O�SJ T044rN OF SOUTHOLD o!� ���° AOF���o• FLAG �O0 N6 N4 - // J L. RFy FLAG FLAG O O+ SURVEY OF PROPERTY 4V /N;0 SI T UA TE �c,, MAT T I T U C K ry FLAG TOWN OF SOUTHOLD FLAG SUFFOLK COUNTY, NEW YORK -2-1 FLAG a 'lull. S .C . TAX No. 1000- 107 -04- 13 w 1150� C..6's�+ � G SCALE 1 "=4 0, � FEBRUARY 259 2009 FLAG °�' N 65 wP� ppNOP3N•`'�oL, O`s'o~O�o MAY 12, 2009 ADDED PROPOSED POOL 1k FLAG �coti Way o' F o. \F% s JUNE 9, 2009 FOUNDATION LOCATION RAG � `�S• �c �� ������ � RCS 1a �� Fuc m 00 1 o 1001 AREA = 80,818 sq. ft. '�` 1 �z 1 .855 CI C. a \FR FLAG ° �p 1p\1 oNO P ac A FLAG n 1p" b \A ° Sn• 1Ik CER TIFIED TO: SAG '° RICHARD BOSWORTH ° FLAG CHICAGO TITLE INSURANCE COMPANY F' � 10• a p M ��° ° � FouNpP•n0N E1. t>, xFLAG \\\ tOP OF t4 e 106�' NOTES: FLAG uN AS. 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM — FLAG EXISTING ELEVATIONS ARE SHOWN THUS: 4 EXISTING CONTOUR LINES ARE SHOWN THUS: SAG 1 �A c°"c MON' \ �Fy� tr°0• 2. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION FLAG Fob"pAj�ON ��+ BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. PROPOSED ELEVATIONS ARE SHOWN THUS: o 01. �c^� 3. MINIMUM SEPTIC TANK CAPACITIES FOR 0 4 BEDROOM HOUSE IS 1,200 GALLONS. ' EEONE �wA yc 1 TANK; 8' DIA. 5' HIGH 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 6 POOLS; 2' DEEP, 8' dia. PROPOSED EXPANSION POOL �o°� VON) to o. PROPOSED LEACHING POOL tJa PROPOSED SEPTIC TANK �,� ES�S S ll F1 5 N 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD i9� �yF JLLE 14wEu�NO o� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 6. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 11) 9 FLOOD INSURANCE RATE MAP No. 36103CO143 G F ONo MON• + ++ Vd ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ! ' 0NC. 7. ADJACENT AREA (LOT AREA NOT INCLUDING WETLANDS) = 74,121 sq. ft. v l 5 1 PROPOSED HOUSE = 5,296 sq. ft. OR 7.1% OF THE ADJACENT AREA. N/0co]40 8 FOR THE SEPTIC SYSTEM 650 cu. yds. OF CLEAN SAND D TRUCKED N SANDYds. OF ROM ANAUPLAND M AND SSO RCE ILTY N HALLABE USEDLL BE TOVBACK ED NDFILL THE SYSTEM. TF1EODpWEE��N� THIS SURVEY IS SUBJECT TO ANY EASEMENT40 METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS f. +:� 't' �`•"w gyp. '. ':�,`' WHICH A TITLE SEARCH MIGHT DISCLOSE �'' r' ."' �`'"''•� > 22 AMERICAN AVENUE "UNAUTHORIZED ALTERATION OR ADDITION TO A p CORAM, N.Y. 11727 SURVEY MAP BEARING A LICENSED LAND SURVEYORS ay.;, SEAL IS A VIOLATION OF ARTICLE 134, SECTION 00 SUBDIVISION � PHONE (631) 736-9350 7209, SUBDSION 2, OF THE NEW YORK STATE : ' I h FAX (631) 736-9350 EDUCATION LAW" "Copies from the original of this surveymap x t 1'M F0V"D not marked with an riginal of the land DRAINAGE SYSTEM CALCULATIONS: °o"G. M°N LOT: 13 BLOCK: 04 SECTION: 107 DISTRICT: 1000 surveyor's inked seal or his embossed seal ';'- ~f a shall not be considered a valid true co ' � �' /" 1 ROOF AREA: 5,272 sq. ft. �V MAP OF: Certification indicated hereon signify that �s: ,`� r w r e,� .v Y SP00L (� / 5,272 sq. ft. X 0.17 = 896 CU. ft. r th the survey Cod was e red in accordance offor Land Surveys ; ° 1896 cu. ft. / 42.2 = 22 vertical ft. of 8' dia. leaching pool required �� v QO��> adopted by the New York State Association of 3'wf- -mot' (PROVIDE (1 1) 8' dia. X 2' high STORM DRAIN POOLS SITUATED AT: MATTITUCK Professional Land Surveyors. Said � TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. certifications shall run only to the person Ay for whom the survey is prepared, and on his behalf to the title company, governmental PROPOSED 8 DIA. X 2 DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: RICHARD BOSWORTH agency and lending institution. Certifications are not transferable to CERTIFIED T0: O y CHICAGO TITLE INSURANCE COMPANY additional institutions or subsequent owners." NOTE: LOCATIONS AND EXISTENCE OF ANY LS JOB NO.: 09-1028 SUBSURFACE UTILITIES AND/OR STRUCTURES ('�\ NOT READILY VISIBLE, ARE NOT CERTIFlED. WELL \ DATE: JUNE 9, 2009 12" s Pier on �A- 12" sq. Pier on IGHA LIq n 8 24" dia. footing NOTES24" dia. footing A-10 28-241 (3,000 psi) Note: (3,000 psi) " � " A G� I �A set footings min. 9-6 9-2 9-6 set footing a min. All Joist Hangers exposed to the exterior 1. Double All Floor Joists Under Parallel of 36" below grade &/or in contact with ACQ lumber are to Walls Above Unless Noted Otherwise. of 36' below grade p set to of pier to be Hot-Dipped Golvenized or Stainless Steel set top of pier to (3)2 x10 acq____ \4 __-__-_-__-_-___ ___ - - 011270-- 3L-2"J' --- _ ---------- match top of found'n 2. Utilize Steel Shims Only Under All Girders. match top of found n - - - - 0_0 ARCHITECT , (0'-0") 0 97,-4„ Flush Girder ( � •) 3.ACQ - Alkaline Copper Quaternary 14'-0" 13'-6" 13'-0" 1 11 10'-6"1 11 1 20'-0" 14'-4" (treated lumber) ❑ P.C. A.t.A. 3'-2" 6'-8" top of fnd. " • 12" sq. Pier on 4'-0" i 12'-0" 4'-0" LEGEND : d (2)2 xl0 acq Hdr. p dn. 2" 36 dia. footing r ------- ----------------- -- -- -- --- oo i _ Footing tlon Wall ---------------11 � (3, 00 psi) = New Foundation ❑ ' _ set footing ting a min. a' On =; -- of 36 below grade 0 0'-0") :. Simpson Strong Tie = _ ' t ' i -ABA46 4"x6" Post top of wall ( --------------- a0 1 r"- -� i i i set top of pier to I p p n 1 I t 1 o -ABA44 4 x4 Post �' i I 24" i 20" 1 II U match top of found n a I _I -ABA66 6"x6" Post 1 1 1 earth o o (o''D ) o ® 16" Dia. P.C.( in. ,000psi) Piers i 7 (see planLower ) of Wall ❑ 2 I I I Text. I ^I = X On Undisturb S I, min. of 36' Belo I A-10 -! A-10 i I I i ins �' Grade. Verify op f Pier Ht. in Field I ~• --____------_- 1coo Install 'Simpson' Post Base, see detail i ' 1 .:• � M o � :. I III... `- ,.•:.. -------------- Lower Top of Wall 1 I � 1 __� _ (3)2"x10"acq _ (see plan) To iof Wall o .= I I _—I—- Low Girder - 40 - - i -_______------ Ave. ,Suite C 19KP I 00 1 I 4- ® n 17;w of Post Base 409 Lake drop! down I I 1 p 8 r- ---J I " " Detail St.James, N.Y. 11780 ; n) i8 p 1 I P„ P " = 6 0" 6-0 1 -9 2-3 Not To Scale hone 631 686-6585 12 I - 11 -8 to of ler n New Poured Concrete 6"x6 acq post I ( Footing p ( ) 1 1 6 1 t dn. 8 from 0-0 I = 9M fax 631 686-6786 t t _1 (typical) L__� ( ) 1 A-8 I I = r • . email MMacrina@optonline.net ----------- ------------------------ , , , I �. 1 bl ck solid o _ 1 o i 1 web MMArchitectpc.com 1 I p 1 r---- ---------------------I 1 u der post I 5-10" 5-10 1 I oo 1 �, Detail Symbol These plops are an instrument of service and are iV _ _J °- I L-- —__—_ Ym A2.1 00 1 I r—=-- t I the exclusive property of the architect. I I— I 1 = I I 1 'x' 5'-4" 5'-4" x' I Infringements of the concepts and design ideas I 1 1 24 x2 "x12 d . I I 1 1 1 00 1 P � '-: -.. .a. •'"-%'� �'- - ' a � I 1 �00 � I I I {resented on these drawings shall be prosecuted P.C. Footing r_ •- I <r 1 �---- ---- J ----------� I = e fullest extent of the law. Copyright 2006: I 1 - I ------ 1 I 1 I ---�---------_ _ ---_ --_---_---_ ---= t the 1 I _--- N 1 = � block S011d co Michael Macrina Architect. All rights reserved, no 1 I 1 L--- ----------- --- ---------u .. i (3)1�"x14"Ivl c" i I L-=--- - I under post- (3)13Ya"x14"Ivl _ i 1 d N I I " " - - - - ''` Flush Girder 1 16 wide x 8" tall 1 .�. ..,..-.. : :. 1 � i of .. t ... - ... _ . . . _ Flush Girder p L - ------- -- • .•„• . .,p- : � expressed written consent ofptheuaechitect� _ _ ...• . . , • Typical Flood Vent � o 1 I ------ ----------------1 r------------ -' 14 TJI F.J. �n ------------ - --- -- ------� tr, I 1 (2,800 sq. in. required) KeyPlan : I 1 1 I 0 16"oc Install 2"'x10" acq Nailer 24"x24"x12"dp. 14" TA F.J. I i I I lagged top Rim Joist w/ P.C. Footing ® 16"oc I I I 1 5'-6" (I 11'-8" 8" 9'-10" „, n 14y iv 1 1 I 3/8"�x4 long ® 12 oc (2)1-Y4"x14"Ivl Hdr. L--- --- --------------------------1 I I staggereai top & bottom -� U LXCAVATEu i I II for Deck Attachment r--� '• ;' I = I I I 1 bolts to the hot-dipped alv. I -- -------------- ------ I _1 I I I I 1 II 11 (see detail 3, same sht.� III I " " " J I N 2-6 7'-0 3'-0 .. 1 II I IQJ �, i I 1 6"footing I I 1 1 1 1 ^ I I - all sides i i Concrete to be AIZA E �L_A6 ( Flood Vent Calculation -� m C{Za\VL �PA�C� � 11 I I 1 I 1 : 1 4 O ii 11 p 11 >o N 1 �::'-', III -' �. I Anchor BOItS I 4" Thick Poured Concrete Slab w I 1 3 000 psi min. � 1 I / I I o v o a - 18" Min. Ceiling Ht. N2W Crawl Space o = I = see Detail o I I 6x6 #10 Welded Wire Mesh Lapped 1 co 9 F.E.M.A. Requirement - 1 s . in. of vent for ,`on o L- ao I 1 1 ; 1 LO c, _ _ - set floor level w/ adjacent q q I =o = I I I III= o Z 1 1 rn & sireentrained 1 `- :';. _- I I ( ) between 5%-7% 1 min. of one full mesh & wired I 1 1 =o o .-II o finish grade 1 sq. ft. of enclosed) crawl space area. - i 1 I I ,� I 1 1 N I 1 together ® 48 oc over 4" thick base t 1 co = =X II Jr =x 3 = 800 s . ft. �' _-> III 1 i' = 0 1 'too I 1 (2)2"x6" ACID t t N 11 - provide access to crawl space net crawl space areas 2, q I 11 I course consisting of clean sand, ^_ 1 = 11 �, m _ ® d II I I'd1 Sill Plate t I ® 1 o required flood vent mrea = 2,800 sq. in. i r I I I gravel, or crushed stone. N _ i I •*.',•: �I) I I Coated Copper 1 I Pitch Slab Toward Garage Door __J t I : ' `: -•- 111'� I =.- PP I 1 a min. of 1/8" per foot. r'-'"- I 11 Note: The bottom of all flood vents must be no ^III I--� I I Termite Shield t N shear a`..::Y- Top of Finish First Floor higher than 1ft. abowe grade. - I •..- 9 9 I exti ". I p I I Sill Seal -'----- to be at el. 11.5 The flood vents may, be equipped w/ screens, II 201 3'-0_ I 12-6 I I r. . „ I 1 "1 I II louvers, or other coverings or devices i I III 1 I �. ii ' E 8 1 I 8 1 1 II 11 L-- _ 1 1 I 17'-8" I 3'-8" 11 Il provided that they poermit the automatic I 1 =00 #5 Vertical Rebar 00 E 1 1 1 1 II entry and exit of fl000d waters. (2)�4"x14"IA Hdr. I : ® 36"oc u 1 1 11 Revisions I 1 I I n n II , OP _ " n , n , n , n , n , , , n , n - 1 t ao 1 .:- 1 Install 2 x6 acq Nailer 5 8 8 10-3 7-3 7-3 7-5 7-1 ' 11 5-0 5-5 t I Poured Concrete :• :c I 1 I 1 laggil" ed to Rim Joist w/ n _ I 1 Foundation Wall , °' 418109 State Variance Application 1 I 1 t 4 continuous Steel Column 4 continuous Steel Column p i t I (see plan for thickness) 4/28/09 Issued to Building Dept. 1 I 1 3/8 0x4 long ® 12"oc to underside of first flir. 3 0 Steel Column 11-1 to underside of first flr. in I , I I I 1 for Porch Floor Attachment flitch beom above (typical) I I = Asphalt Damproof g flitch beam above 1 I 1 I = " 1 To Grade 5l17/09 Issued for construction I 00 14� 6JI C.J. ----------=---- _ - I ---_� 1 0 ) 1 x4 Key 5/28/09 mist revisions _ I I E 1 L-------------------------------------- - L -------------------------- -------- � r � (3 1�"x 4"Ivl I (3)1%4"x14"IVI (3)1�4"x14"Ivl _ - - � 1 N Provide 2" a oo _ . 1 _ _ - - _ 1 - Flush Girder I _ - I ------ 1 1 2" Premolded Filler o Flush Girder Flush Girder L ------ -----•--- ------------------ ----------- -r--- - - --- r- i------ o / 10/13/09 remove garage stair footing +; I p w n n p ; At Perimeter of Slob = i 1 I 2"x6" acq F.J. i I i ________-_`� I �, 24"x24"zc12 dp. 3 1� Steel Column \ 24 x24 x12 dp. I I ; , iv o Top of Wall " 0 1 1 �, I P.C. Footting each side of 4 col. 24"x24"x12"d . 36"x36"x18"dp. P.C. Footing I - o 0 1 0 16"oc I p n n " P 1 Cellar Slab - :: _ Dn. 36 from 0'-0 1 i I 1 teco to Haler & bm. I 48 x60 x24 dp. 48"x60 x24"dp. = P.C. Footing I �5°_On I I w/ 2-Max Hangers -------'------_, . i P.C. Footing w/ 3 Steel Column II PRC. Footing w/ I 9 1 I ! _ (see plan) ''` , i r I 1 1 " „ " n each side of 4" col. 4 rebar ® 4 oc P.C. Footing i I 'n 1 top of pier, dn. 2" 1 I 24 x2 02 dp. #4 rebar ® 4 oc # " II N 1 I p r n 1 - oo _ 1 n P.C. F otin Y Y "Co I 1 2-10 3-8 'n (2 4 Rebar - _ 1 - each way set 3 each way set 3 I 1 j. 00 2-10 10-4 10'-4" L� 1 (2)2"x6" acq 6'-4" I r I 5-9 9 from bottom from bottom 11 n " I 11 1 I 1 Flush Header 1 I I Compacted r„ 1 1 6 I a i Lp n 24"x24"x12"dp. 1 p = No. Date Description 3-6 I i A-8 I i 2" Screed Coat 1 7'-5 7''1 P.C. Footing II I I Clean Fill 4 I 1 1 I top of slab to be level ►i 11 '0 11 II I i 00 16 Project = Top of Wall t I o I I -; ^ with exterior finish _ -; Typical = 2 Dn. 36 from 0-0" I i m i 1 '' N grade at foundation �: it II v `` b `` II `` = I 'I. I CIDA-10 I 1 U LXCAVAT� 1 I o perimeter ->: o „ =X 3 > a _> II v a I Proposed I I 1 ` ; I �, - 24 x24 x12 dp. ,�11 cn d ll- 11- I 1 I Foundation Wall n I I I : 18" X: I3 P.C. Footing - =X 3 3 I - i I Residence _ �, 1 N To of Wall 81- 6'-4" 81 I 15'-8" 1 I �•*II o' N `-'II ' = c° I el. 10 7 •• = 1 '-O.. e, n Fill & Tamp I 1 1 i `- (I _' u7 Install 2"x10" acqNailer "11 ' vll I I (0-0 ) For for 4" P.C. I I I I d o I 1 :• " slab above I i i 1 X II 300 lagged to Rim Joist w/ I 1 - --------1 I n I i ° a 3/8"0x4" long ® 12"oc II I I n n 1 - I 1 II oII 1 3-0 o.c. 6 min. 6 1 ^ staggered to & bottom 11 Richard & = I 1 11 n I 1 N P 11 1 I 12 max. / ' I 3-7 I 1 v boltsfor eck to behot Attachment alv. I '`- qt I ><, I P t 1 = TYPICAL TYPICAL X Wendy 1 1 t 1 (see detail 3, same sht.� I) 1 0 . I - --------- -------- ---- ----------------------� '•. t 9'-2n s'-2n °° 1 , ", SPACING CORNERS o I I r------- - --- - ------, „ I 1 N E -4 0= I i 3"0 Steel Column i ' i 3"0 Steel Col. 8�I I `•' CO`\' Bosworth -- -r-------------------- ------------- ----------------------� 1 (typical) I 1 (typical) 1 io 1 1 1 To of Wall i i n p --------------J I N N n n i • 1 1 P 3 1% x14 Ivl Dn. 36" from 0'-0" I 1 (3)1 x14 Ivl _ - - I _ t 1 t _ ( �_ Girder_ _ _ I N 4553 Wickham Ave. � 4 Flush Girder I �______________ —_�•� I ush 1 1 EndsNutvS Setup ashers & Mattituek N.Y. _ \ 1 L-- -00-, " n r-------� i N I I 24"x2 "xl 2"dp. L i I 8"x16" Pier • 1 1 I 1 24 x24"x12 dp. " t 14 TJI F.J. 1 1 1 I A.C.Q. Sill Plate 1 1 P.C. Footingn 1 • j•` 1 1 P.C. F oting 1 1 . • �___ I -- 16 oc _J i______-� i '= i 7'-9" 7'-9" i i (see Found'n Wall Dtl.) Southold Town Of -------------- Suffolk County 1 1 1 I L----- 1 N I 5/8" dia. Anchor Bolts a _ I I 1 1 N I 1 o I i i I (Typical) ' Top of Wall 1 I UNExcayaTEv i I --_•-------------------------- ;�, I i i I � o Dn. 36" from 0'-0" 1 1 1 1 1 Igp 1 I " -- Q .. Drawn By: 'r I 1 1 0 I _ _ 1 i 1 I 2'_g" 13'-0" 3'-3" 6'-0" o =° 6'-8" 22" 1 Al 15'-6" = t • g P.C. Found'n Wall �' I I = o ® 1 t �" t I 4 Typical M.A.M. 1 1 n o 4 I I I r �f'i �.•`4 1 8 x A-1 I 1 I I A-10 I I 1 I I = :. I • 1 Checked By: I I I I N I I " I 1 Anchor Bolt Dtl . , top of pier top of pier I I 14 TJI-360 F.J. I I S.G. dn. 8" from 0'- I ® 16 oc 18 I I N 1 dn. 8 fr m 0'-0" :. I O I Not To 1 I - 3 2 x10 ac Flush Girder �- = I I oo — — — r. oI I I I J --------- ---- ---------------- -------------- ---------- ------L 1 t `:. I 1 I st N N 1 1 " p , n n I .• 1 I I (�5 l41{OP`j 1 1 1 I 8-6 8-3 8-3 8-6 o I t 1 Sheet Tifle Top of Wall 1 I Ga�GE• .5L_a� -1 I i 5 12" sq. Pier on I a Dn. 36" from 0'-0" I I 4" Thick Poured Concrete Slab w/ cV I i A-10 24" dia. footing I oo • 6x6 PO Welded Wire Mesh Lapped I 1 (3,000 psi) 1 F® at n I I min. of one full mesh & wired I I set footin a min. 1 r------------------------------------- ----- ----------- to ether 0 48"oc over 4" thick base I I • 9 I 1 Lap Building Paper course consistingof clean sand, se 3t below grade I I over Deck Flashing Ian v t I I 1 Top of Wall set top of pier to 1 7 1 I I 3 I I gravel, or crushed stone. I 1 3 match top of found'n A-8 A-10 I I c o I I Pitch Slab Toward Garage Door I 1 drop down A-10 (D�-o•) ■ a min. of 1/8' per foot. i I (12") i I Note: Install Aluminum Deck Details 1 I i See Sheet A-3 for Flashing over Nailer 1 I I retaining wall drawings I I I 1 I I I I I Foundation Plan i I Date: Job No. : t I I 1 t Install Ice & Water Shield Rim Joist i I I March 21,2009 0907 = I 1 1 I 1/4" = 1 '-O" I over Plywood Sheathing o I L---------------------------------- ----------------- - 1 --- to Approx. 8"-12" above ° ACQ Nailer Scale: File Name i I I Decking _ _ _ (see plan) As Noted 0907-Constrn D 00 Hot-Dipped Galy. or - -- S.S. Joist Hanger ° Drawing No. 24'-0" 33'-6" 16'-10" 6'-6" 3/8"Ox4" Lag Bolts @ 12"oc staggered top & bottom 80'-10" bolts to be hot-dipped gals. Detail of �t-_ok Led osr 032 9 36' 1/2" dia Machine N 2'-°" Baits 2" MICHAELstep 5 1 to" A-10 step A_8 MACRINA step 28'_2" ost 9'-6" step 9'-2" 9'-6" 8"x8" Doug-Fir Post ARCHITECT , step 8"x12" Doug-fir Low Beam -- (typical) 1'-0" 1,V°» Detail of flitcF� beam ❑ --------------------- ---------------- ---- ------------- -- - - - _ - - - - - HOQB , A.I.A. ---- - ---- - --------------------- ---------------------- -------------------- son - - - - - - - -- ----- - -- - - - - Not to Scale oldown LO ' " 1 1 = ---- _--- 10-6--------------- -----------------12-0 -- ---- ---- --- - -- ---------- I 20-0 14'-4" ' 13-6 13-0 rea I - » -- - __ » --- ---- _ I » _ " 8 d1a. Th" ed Rod ❑ 1 6'-6" 6'-6" 1 -I 2-0 -=4" 16" ___-- _- _----- ---- -----:__-6=0------- - - - - B -0 - --- =0---- I I 12-0 4-0 Embedded 12 Into Concrete _ A-4 --- - ----_--- --------------- -- ---- _-'_ -- _ - - - - - - ,- -- _ w/ 'Simpson 'SET' Adhesive 1 ------- - - -- ----- ---------- - - - - -- - - - --------- - - ------- ---- --- -------------- - -- 2-3" 1'=9" I I 1'-9" 2'-3" CDH3060-3 I --_ - ------------ - temp. gl. lower sash only - - - - --- ------ -- -- ---- -- --- -- - -___ __ ---_---- I , _--------- --- -- - ---- ----------------------- ---------------------------------------- - - -- ------------ --- - - - o / = II : -- - -------- ---- -- - - --- ----- -- -- ---- I I 1 o N --- - ---------------- ----Ciw�----___-_-__-- - � •_'� Foundation Wall ❑ O _ ---- -- 4" I _ I -- -flush-_Non-Combusts le -_ - oa ------ ---- -- --- --- ---- I I ------ I , Detail � 1 r7 -1- ----- — --5/4-x6-=�uiahogany_--__® _-->— --- ------ 7 of H of d own 2 _1 0 " I I x - -- - --- ---- - -- � 0--- - ---- -- --------------- s le TJI-110 F.J. 12" 41 = I I Connection A-10 co -- - --------- - - - =-Decking over screen-- -_; _ -- - -- I A-10 v, I - _ -- ---- - --__-_ -- -- - -- oa-T -___-- -- ------ ----- - 1 - -c�----- wall==above- - -_---- -a---------_- __--__--_---- --_ I I Coll ® 16'oc (14') - t - ------- -- _ Not to Scale 409 Lake Ave. ,Suite C 0 3 = (2)1-Y4"xl4"Ivl II _- -- --- - - - -_ --- _- - -�_--_-- --- - -_ --- --- I I 36" tall railing St.James, N.Y. 11780 = o o —> Flush Hdr. - - - -- ------------ - - - --------- - -----OO --------- - - 1 12 0 - _ ___-__-_ _______-__ __ - -___________________________- .. �r�3_____.____--_ ___--____.-_.__. I 1 Locate at each builing corner phone (631)686-6585 o -— ------ — ------------- -- ----—------------------r n .- r7- \-- -- -r------ ------------- a i and each M o o' I - - - N----- --- - - - - - --- --- ----------- ------i ,K,-� -- I-- ---- -- ------------- I I 10 garage door post fax (631)686-6786 c�d X N _ ____--_- _--- - ---------- - ---- - - ---- a _ _ --- - - - I symbol - —_._ __-_------------_-_.-._----- ----------___--__--__--_—__--___._—__---__T OM ,,[c�� z- -- - - -- --- -- - --- -- ---- - ' - - -- -- x p -- A, ym ® email MMacrina@optonline.net 1 M 6 .JuN IZO - --1► -_�- - - �t =- - I- -___ _ - -- --------- ------------------ ----------------------------- _ o ----- --- ----------------------� -- - ----------- web MMArchitect com ----�-- --------------- ----- 1 I - A-4 pC. - - - - - - - - - - M A-8 co.- ___-- o___-_ --- --------------- -------- ----- -- -- -- -- I H These plans are an instrument of service and are 14 N - - o --`�' __ _- ---- -_ ___-_ _- - -- - ---- -- t- -- ... --- temp. gl. lower sash only /� - _--_-._-___--- _ - -- --- - - -- Infringements of the concepts and design ideas " " ^ _ e exclusive property of the architect. r, r% ----------- ---- -- - - --- ------ -- ----- --- - ------ --- --- --- ------ - - ----- ------------ O presented on these drawings shall be prosecuted CDH2O30 _ N _________ _ _ window I to the fullest extent of the law. Copyright 2006: Low Beam ====temp.-g1.-----=�DH-03 -_-_-__CDH2O30--- _______________--_--_-_-_-___-_-__-_-__-___--__ _______- -==__DHG2650 " N seat DHG2650 C., Michael Macrino Architect. All rights reserved, no �p --_-._--_- I - --- --- part of the plans may be reproduced without the seat beam _� _ _-____--__ 16 expressed written consent of the architect. (2)2"x10" Hdr. -----_ on header = io - - - -- - --- d 3 1 " " " " " _ = 0 3 2"x10" 15 F012070S-�, --- -- N�D120705 O post O x11 tvl Low Bm ` 3 01 x11 Ivl low beam 32 84 o co _ Hdr. _ " z _ temp. gl.---- -- - -- -_ t�np•--gl, P - - - - p st O Key Plan -_ --) ------------------- __ (3)1Y x11 r�"Ivl Low Beam Co _ _ _ _ _ direct - -----= r --- - ---- ------------TT r�T 36" 84" \post ", I \post (3)1-"x11 "Ivl Hdr \ " i 111� (3)2"x10" Hdr a, " 20 li vent ��� � ���1����j1� 6"1 » 6" " 6"1 P , " 6 I I 3 2"x6"� _ „ (3 2 x6 I I I o under dormer o Inll -I 19-0 21 r` O j " 21 -6 �,� d O I I III 1� 1 A-4 N g N wall i i II i i i i Ills i AWN3426 r N 'Sim son' HGA10 Box vent in framed soffit & II (2)13/4 x14 I oven p wrap with 5/8" type-x drywall -Flush Hdr. r7 II '�' i i II i 1 i0 a i1111 / / _ r' I I i= , i 2"x6" wall below counter III IIIIv -o I a x 111 U ---�-� o - I 1 I� ill) : " 2 6 " 115 3 M 1 I 4-0 I I 11 verify location with kitchen desllgn 1 Ills 1M20 32 12-0 o i 4 oil I4" = A' 311 I I I , I vim'-- ` VOT>�° I I I I I 1 ---------------�� --- - - --- ^ Install one layer of 5/8 type-x gypsum N fre zer 1 I I I I -; B N a, '"' n 3-2 I P Y 1 ; I I I I LZ r o 1 0 0 4" Fir br k 1 � Cn I wallboard to all walls & Ceiling in Garage Install 5/8" Type-X I 1 v I I I I cw C14 �, I n, o o III 1 c� rn o c° ( & one layer of 1/2" type-x gypsum G Bd. to all 1 1 3 I I I I-' JT °D III o I o M c> I s" yP _1 ,� I I I I rh L O M I O wallboard at all interior house walls common I walls & ceilings in I °, I I I 1 :` 1 rJ °, I _a a 24 N Q = I I l i I l i ` _ = III L III 1 x I / co to the garage. Tape & 3 coats spackle 1 utility room o I �' `� 0 1 I 1 I ►- a� _ , "' o 0 1 ® ----'I I ------ - - --I-I--� I _ I 1 I I GL�-ST _ roof rafter ¢ ® i = I ------ --- --�-�_� 1_.'. b� = 1 Flush Hearth I � �OM a."° o �woge° 3'-D" o ----. I ti Il_J I I I I ' . I N �,� ' -> I I I l i X I Lly (non-combustible) I = M i �' - I I I I =�III 14 I0 X I I I 1 (\/ Rafter to Beam r bench +��G' I i vII '-1" \ i =a- �J x I I I 1 1 1 I I �. o� 3 Connection Detail _ / F I I o , 1 pW 1 1 I 1 1 To o Revisions I , -----� I I I 1 �.� Awvg- " " o=a, not to scale CV = 1 1 I I I I ---_---- -Z ---__ I I -_ �� ) 4-8 4 7-0 N a, Q 23 4/8/09 State Variance Application o LD " " II �`J�A, S 0 p �% � 4/28/09 Issued to Building Dept. 1 1 25-6 \�+� _ = 14" TJI F.J. 17'-10" 12'-e 4 2' 0" sr+ rn » _ » i d- i d [T " I „I " \�h' I ® 16 oc (6) a a- = 5/17/09 Issued for construction I „ o Dn 6 0� 0 1 I00 1°x° (3)1Y x11 , Ivl with (2) %"xll Stl. Plates » '% `O Oc 14 TJI F.J. \ 1 6 La Joint 5128/09 misc.revisions 36 tall rig. 1 �+ c, I 1 I= 1 » » I I " s,� !, �+ _ 0 P a 6 `� `� 'v 1 I v, I 6 x6 PSL post Flitch Bm, slet below clg. (25-6 long) , " z " O ,5� c,. I I I block solid dn. I 1 (see detail) \� 1 ":3 C14 10/13/09 rem.gar.stair/add gar.door (3)1- x11% Ivl Hdr. 7 2 1 " "- to found n beto , _ - N oc CIS T Install (;2) 1/2 o Thru Bolts F• O X x1414 fl sh Bin. 1 ;,,: -;.; " r' o� � - o is :, .;. ;,. ,/- _ _ - ---_------ - _----_-- --=------------------- -----=-- Countersink Each Side for 10'widex8'tall garage door 1 1 = I - (3)1%4"x14" Ivl with (2) %%14" Stl. Plates _ 4"dia. continuous steel colu n = 6"x6" (3)2"x10" Plug Holes w/ Wood Dowels L _ _ _ I11 pot = `o = mesa e c nter " I ----------- �1 Flitch Bm, et flush in clg. (15 long) o .. 0 0 1 g pantry ref. open shelves down to footing below t 1 1 io ,,' (see detail) �, I I PSL post Hdr. _ 1 0 5�_0» ;�, `� P Y P i i _ " " = I , =1 0 24 0 1 O 1 ( 1 14 TJI F.J. 'I I S.D. o d �' a o f 1 - I M I I 'i 'v C9 A-4 I 1 I = - oo ►- o o ® 16 oc (6) to I .� , N - I i 36" tall railing `o impost down to +� I w1 I � `� o +As o = Post to Beam A-4 9 0 4 1 , C.M. ,i - 0 36" tall rig. col. below �O `" ems" ® 60"x84" (2)2"x10" Hdr. M `� No. Date Description ' " " " -_ _______� shelves - I o _ Connection Detail 3-0 10-0 10-6 1 It = � open( � � � v' stacked not to scale Project 6 Note: oo d 1 2"x6" d ® 1 3 i I E o o i A-8 ARa� Top of Finish First Floor i� Ct..oxT " 1 (2)2"x6" I'�� M washer/dryer 1 i i iu o� �, = II to be at el. 11.5 " 6 = ''' 4" Hdr. ® 16 oc = m 6 X a� � o I = 5-6 7_°" 6_8 � vent thru wall � Proposed x O X __ _ __ ��-'- Residence 13 � :D o �, I 14" TJI-360 F.J. � II � a -_ "- -- - - ----- = I C° I ( � i iJ v= M ® 16"0 4' o+�U (1)1-Y4 x14"Ivl Flush m �4»x » to " 8"x8" Post 4 0 2 I M 1 I c (2 ) 11 (3)2"A0" " p= \ " " post ; ��p 48 wide vanity 6'-6" 6 16'-0" 6 18'-6" Hdr. `�-16 rL » = 1 1 6 6 x6 post 14,_0„ 3'-10" 6" +�� 6'-0" ° " 5-s — � 6 For 1 6" 1 N II m 32"x84" I 1 =oc M I,�(3)2"x10" o 6" Low wall Richard & 1 1 1 1 1 Architectural Products Group I 1 Install one layer of 5/8' type-x gypsum ao L pkt. dr. d Hdr. To T 'Simpson' CPS7 Post Base P t\1 i O5 wallboard to all walls & Ceiling in Garage ^ _-__ I o 3 0 Install as per Simpson & one layer of 1/2' type-x gypsum I) E s = F °D 1 M L: ^ co oY� o 0 0 . . Specifications Wendywallboard at all interior house walls common li � i ; ��A = � 25 o to the garage. Tape & 3 coats spackle 3 N / = Concrete Slab Post Base =X M � 0 Bosworth r .50 „� l o a = O U p "Co Pmvl71 �; _ I II cO o 28 3' 4" 3'-8" +��1 0 _ 1111111m _ �= l Connection Detail _ 2" - -AIA32ub N 4553 Wickham Ave. N o - % i = ; tub M not t0 scale O _ -- - - ----- - --- --- - - Mattituck, N.Y. �, 2 13/4 x14"Ivl Flush Bm ao ._- -_-_-_ --_-_,-____ N bench 11 - --- ------ - - �.; h B post from above N_ _ 1�'" 14"Ivl A 4 - (2 4 x m Sown Of Southold o 'D 3 1-"x11%"Ivl Low Bm. --N --_ - -- - -To of Deckin _ _ / post from above % Suffolk n --- - - 29 P g -- --- ty -0 — — — — — , ---- — -------------- --- - -- --- ---- -------- _ O _ _ " - - - ------ ------- -- - - -- --___ - --Hous Subflr.- - - - - - - --- -- - - -- - - - - --- ----_--- - -- --- - -- - - Drawn y IR O - -- �1- = 4 CDH3050-3 - - - - - -- - - ,� . P,4,g >�► ------ ----- -- 30 =- fem I-lower-sash onl -- __ �•• �" p`9=- y- ----------- - -- - -- -- - -- --6-6 - -- -- -- 6=-- - - -- - ---2 9---- ----3 3---- - -3 4 - - --- 3' 4 --- ------- o ,.. x - - - -- - - -�-� -6" --------- -------- --------------------- - - ------ ------------ - 6" s" N Checked By. s �, a' y `k 3 33 -- -- 13-0 ----- -- ------- -- --3-3-- ----- -6 0-- - - -- -- ----- 6-$ - - 22- 15-10 - n 26 G ,� ' f o - -- -` -------- - --- -- ---- -------Y- -- ------- CV ` •i p , O - _- " "- " - p --- - - -_ To of Wall.-_-__ -- --_ - - -- - o -_--- ---r �. S ll ----� - - ---- x6-CJ ®-16_oc- -_--_ _ - p- ------ -- -----co ------ - _ -- at--window seat------- � �_ .CL�--- t - " - - - - '- -- ----------- -set 1�at.=ot8'__1::::ASF- " - - - --' ---- " » » 14 TJI-560 F.J. -- " " - - - --- - $-1 ----- - - 5 4 x6 -_Mahogany- - -- - I / -- --- - '- _ - 14 TJI-360 F.J. $ x8 -D.F.- Post - - - - --- -- -- - - - --- -- --- - ----screen-- - - » � M of t � � 16"oc (24') -- --- »- » -- --------------------Decking-over -- --8-x$- D.F Post-_: �r� b _I � -- ---- ---- ---8-xi2=Uoug=-fir-=Cow=Beam=--- ---------- ----- -- --------- ® 16"oc (18') --- ----------- O = O N o A 4 -------- -- ---- ------ ------------ ---- ------------ ------------------ ----- / Sheet Titler: (o NLo N p " ul 16'-9" M " 161\ '-9" step 6 6" 8 xF8 Doug-Fir Post Firs 5 36" tall railing (typical) step � i " � _ Floor Plan I / A-10 step 1 egress26 w0 2 \ 1 r 0 3 0 -5 �V ORIC ��� step A-4 27 A-4 Window Headers: 1 3 O _ R 3 All window headers are to be o Install one layer of 5/8" type-x gypsum A-10 B =X 00 wallboard to all walls & Ceiling in Garage 1 7 (3) 2"X')2'= unless noted X `� & one layer of 1/2" type-x gypsum i A-8 A-10 Retaining Wall otherwise. r7 Date: Job No. wallboard at all interior house walls common 10-4 March 21,2009 0907 le,b to the garage. Tape & 3 coats spackle ' " A. First Floor Plan Ad (steps) LEGEND : EA-4 Scale: File Name: 1/4•" _ '1 '-O" New Framed Wall As Noted 0907-Constrn D / \ Drawing No. : 0 1 I � 1 /7 `" �" New Timberstrand 51 `o O AWN3426-3 \� /J A_4 Wall Studs 12'-0" 12'-0" 8'-5" 8'-5" PSL Post ,,. 24'-0" 33'-6" 16'-10" 6'-6" unless noted otherwise 80'-10" 97'-4" MICHAEL ' " ' " ' " ' " ' ' " ' " Building Siding MACRINA 4-0 18-6 5-0 13-0 23-10" 19-6 14-4 9'-3" 9'-3" 6'-9" 6'-3" 2'-9" 2'-9" 6" 2'-3" 5'-0" 5'-0" 4'-9" 6'-0" 7'-0" 6'-6" Paper of window & 3'-6" 3'-6" i ARCHITECT9 ridge above O�`� ❑ �- -------------- ,----- --------------------------- ----------------------- � P.C., A.I.A. 59 I I E.P.D.M. / a C T162 e0S Roofing iv A. 3/4" ac q �cs� \ ❑ Ply. oo. •yv q�5 39 A-5 i i j i � o - 2N% DHG2640-2 I ^i A-10 \ % \ -1 roof below A-8 i 2, 4 Ripped eac \ J- 1 12'-0" Furring ❑ I To of W II P g" Top of Wall 36" Tall wall 1 i 7 ���� 12 x12 T r -Cotta Flue ' Floor = 2"x8" C.J. " " i i A-10 Joist \� / 0 16"oc I I I 1 409 Lake Ave. ,Suite C = 37 0 - -- -- - -° ; i I of roof deck St.James, N.Y. 11780 O �^� -------- - ---- - - -- -- ------ --- - - - -- ----------- Detail Top of Wall �,� _1 - - - --- -------20-6 ------- - ----- - 2(0 OLO -0 I 1 fax phone (631)686-6786 0 6 N - ---- - - -- -- --- ---- -- --- - - - 6" ; I email MMacrina�optonline.net ------ -- -------- ---------------- -- ---------------------------- - --- - ------ - --- -- ---- --------- web MMArchitectpc.com AWN3426-2 9'-0 r- = - - -- - - -- of _- 5 4"x4"' Decking aver Ripped -- __ — r--L-- - ------------ ----- ------- se plan re a ^ and are / excinstrument o service r----- _-- am/ �. Clg' N Dn._--_-- ------- ---------_-. --- _--_------_-ACQ_-Sleepers OverE.P.Q.M. Rubber- ---- i -- - --- -------------- ----� i Top of Wall Infringements oof the concepts of the aanditdesign ideas -- - ------- I r---- � 6 -- - ---------- --- - ---- ---_------ _ I � I I � presented on these drawings shall be prosecuted 1 = » » � _- Roofing over Pitched:3/4.-.-CU ---_---__-------_-__--- g_1" se tea d aw a ht 20 6: m (3)1- x% Ivl Hdr. ________ __ ____-_ __ ___.___.___ I I to the fullest extent of the law. Copyright 2006: 1 I 40 _ _ _--___ ___ -=-_Plywoodl_-Sheathing- ------___-- -____-- _ __ _ L__ Michael Macrina Architect. All rights reserved, no c 2 9 o r 1 41 44 � I 37 k - _- -_ _ -- ---- 42=-- --- ----- - - 1 _-- -- __—_- -- ------- -------- __—� 1 part of the plans may be reproduced without the ----- - - - Dn------ -- - o o� AWN4026 ost Oi�a�' -`�':- -AWN3026-_--__-_---. _ :_:-__- DHG2040----___:_=-FD15070.IA--=__6»'=:-__DHG2040_-===-___- I I I 45 I I » expressed written consent of the architect. ^I P 'S temp.-91.—- - _=`O - temp gt._------tem . I• - - temp:-gl,------ /LI iv AWN4026S i i 6-0 I 1 temp. gl. / �• —__- _ i , Top of Wall dormer Top of W II Key Plan ,: (3)2"x12" 43 �� r„ ., ;, r i I I 6'-0 3/8" 3'-0" 40 2 (3)2„x6" Hdr. I Hdr. CID (3)13/a"x11%" Ivl �. » » » » k. / _ 1 1 " < I - 42x6 42x6 i rn 1 I �n _ / _ ----- ------------------- ----- -4� ---------- sloped Flush Beam I I00 ( ) ( ) , 1 I I A-5 I " " set top at T-1" ASF i i aX° , Lo 1 1 46 4 » 6 36 x60 1 » » "1 INY -- ------------------------------ iu 1 3-2 _.C1o_wfaaLi 17-6 6-0 6 `'' 1 16'-6" 1 -' AWN3426 / Tub - I I I U » o Eair. 1 'v ^� m�' j o I I space 2 6" I I 6» I .r �A .I�O I I \ 1 » 1 ---- -----' t = • X Im o _I T ONI I 12' 0" I I 36" 12-0 c Mao Dc o- 1 I I I I I r+� .� _ ------------J ------ --- -- J L--- ---- -I�►T� -CO \ 3 = ` 1 II ---- --- _ = 3 `1' N �r 48"x84" iv �V AUC-hl I b '"�4bTER `n _ o = c0 0 ,cam O — ------ ^_1 35 1 ;;� JT t� W°� �' _ » 6�� o » N `n CLOT i N = 5mwoN) �i o Double BCIg a° N N N d s 3 Iu 7-2 I op" m II Clg Joist ;,, o = c' o - 0 1 o #I Direct Vent Thru Roof I o W o = UiExh iV �p = O N ran a CO 1 =O to x0 •-� ll " " 0 o = 1 g 1 m O Gas Fireplace I TO �, r o, 16 20 Terra-Gotta Flue 0 0___ N tD o o exhaust a, i v Install & Vent o� ��o�V ® o 6 `� o ———— - -, o » » ® - E 0 1 E ;�- » as per Manuf. 0 0 I) » , 1 0 9 _0 -5 . 3 m X 2' 3-2 -0» 5 6 5-6" I ci o (tray clg specifications c5 0 'o° i � O o N� i 1 L io 1 ` 1 O -0 ` o °' U ao o c a, GO L_r I N r- 0 6 1 match 6�_1" o N2 0 3 I I =" fireplace p =X `' I =eto rn a 47 p 1 » » I o I N depth S.D. , 40 N II `�' = N -0) E O 1 36 12 1 P ,� °' Revisions 1 » » 4, 8„ 4" 7, 0„ 0 N . , d- t show r seat _ I ' 32"x84 `�`� �- 16 i - � ————— ------------------- ---------- d eq al ---- eq aI i ; 0• `�y 22 c 4/8/09 State Variance Application AV +� --- --„-- I ,�, `� 6 S.D. k = 1 33"x87" 27 x87" I , _ _ ° 11 a+`5 rX�r 4128/09 Issued to Building Dept. 3'-6" 4'- I R.O. R.O. I I= i ,' �� �P° i 36" Tall Railing a' M, ^�� `�' 1 , " 'I II _ I 1 1 ,� S `� °�, io �, II II I ,� ;� 5117/09 Issued for construction 1 I �, 6 f-1ALL o Align I I 0 line of tray above D • I , 2 I 1 in sloped clg. 1 +a, I 1 openings 1 INY ,�-- --------- p `�`� , 1 ' I 8'-0 C.M. » N A-5 > I 1 dormer 1 CI �° (3)2"x10" Hdr. " " i i"'_Q 6'' 12-11 �� 1 0 5/28/09 misc.revisions 1 i 3 1�/"x5 "Ivl Hdr. I omit top plate 27 x87 40 �\ `� = N Cl oxT / 0 10/13/09 remove garage stair 46 I_L---- -- ` % r �-" - -_ i i - - (2)1 14 1vlrFlush Bm_ ` - - ----- ------__ -_ --- -- - 1 0 AWN3426-2 1 1 1 I .� (0 6" (3)2"x10" Hdr. (3)1 "x11 "Ivl Low Bm (2)2"x10 \ c o 1 1 1 I �' 12-10 ' (m HHUS410 Post post Hdr. .� o o > -a hanger o v = c Cv ;2 .000 - 34 6" �5y `� �i` I �. _"t L o of � 48 v Top of Wall i i 2'-3" `� I �� S ` �d3, 8'-0 �I 'n = Top of Wall 6'-0" i i in in �r ?, (� Clg. 1 - � 0 8'-1„ 9'-5" 3'-1" 1 ' 1 1 = ,o°° 6� I rn 00 36" Tall Railing r =X — Q0 No. Date Description Top of Wall / \ `o � " 4'-0" 12'-6" 1 I I 8'-1" Iro 2 x10" C.J. ���`r v 6 / --» " X srs `±�sr. @ 16"oc (16') = N S.D. +��3 48 wide vanity N to Project CID r, 24 x84 `v0 ( W 00 1 0 A-8 v v v pkt. dr. *M i' Sty\�` `�!` � 5 , >:M "� C.M. o 010 58 I I 11 2 1 = 0 =o %` v Il i' 00 6t' `. 3 4 3 8 v 0 0 T Law wall Proposed Residence j l I j A-5 I b = X = v ' U CMT1620S 1 I 11 u,,�``' i N8CIg(10 e.' O =0 6 r � o co o #2 0 above 1)2 1 I 1 = _ to .— L „ =to e p O 3 , ` I I " " II'y`* 36 Tall Railing N » C ® » N .- A-t0 TT� i » - double TOO" Hdr. - sm ,�, `" ®� " 6' " g z 6 " 6 " = 49 0 Jd For I 1 1 23'-6" 1 6-0 10'-0" -1 2 5-6 14-0 ao 3 10 6 0 0 CV I j1 II II '6' » LEGEND : 6 4" Ic ; _ W6" Richard & I o �GR;S i o LAur�I�Y o °O 32"x72" \V, N 2'_6" Wendy New Framed Wall ; i i i I 1 CLo�T 6" b double C.J. _ - tub i I 1 1 under wall ab ve " ` " 1 1 I i i i dryer 3 4 00 3-8 i New Tirmberstrand 1 ' I 1 1 , WM vent to Wall Studs i i i i i i _ _ ;2"x10" C.J. exterior 2"x10" CJ R r7 N �'� �1----------_ _ Bosworth 1 --J � I 1 ®P 16"oc (14') ® 16"oc CO � +�� o 0 PnSt 1 r---------- ----- I I i iv I I � AWN3426 shelf a o � S'D' 4"2 7 °� M 4553 Wickham Ave. " I 54 _ - Mattituck, N.Y. 1 1 11 co N 53 _N / N ( i� in i t 6'-0 d 1 I I 1 1 i i A DHGi2640-2 i i / DHG2640-2 o Town Of Southold o ii / L--- ------------ ----------- -----------------J J 2 52 " UD 24"x84" r N io ' i i L i r i A_5 5_g pkt. dr. " Suffolk County 1 i 1 1 i ' i i 56 6" 15'-10" 6 L L---- ------------------------ CMT1620S Drawn By: I 33 i i 4 above 4 M.A.M. ar "~ . P � % 1 ' Q NA-10 <� 0 �EDIZDOAII = r�i 50 Y 11 ti ,,:.. ; '>�►Aj 1 1 I I P"� "tif ecke r G, roof below _1 1 1 Ctg �� Q S.G.I I Window Headers: I " " » -- ---------------------------- -------- -------------------- ---------------- ------ 2 x10 U. All window headers are to be ----- @ 16"oc 18' (3) 2"x12" to be set directly y - P,N I _I 1 1 2x8 C.J. ® 16 o.c. (12 length 1 r__ -------------------------------------------------------------- Sheet itle : - ---------------- a° i i Thru Bolt ® Each End w/ 3/8" dia. x 4" Machine Bolt. ' 1 under double top plate unless � I 1 » . » 1 I noted otherwise. 18 (set bot. at 7-7 ASF) i / / N 5 ► Se o d = Floor Plan A-10 (55 \ CMT2640-2 0 \ I 1 \ egress window Nate: m = 1 I CM1f1620S 1 ' d = 1 1 above 2 51 2 Required at each 32 i i `X i i A-5 A-5 building corner for 3 I I Q i i 3 second fir. applications M SIMPSON HDU5 io A-10 i v i i A-10 of window & A-18 A 10 57 5/8" dia. \ •. ----2-16d Common I 1 1 ride above "' g CMT1620S Threaded Rod nails ® 6" o.c. above for full length of stud Date: Job No. : Second Floor Plan Blocking I March 21,2009 0907 1 1 1 of window & Ca? Endwall second floor -v ridge above I I� Scale: File Name: (3)2"x6" Hdr. 1 I I___________ __________- 1 1 I As Noted 0907-Constrn D L------------ DHG2640 Drawing No. 6'-9" 6'-9" 2'-9" 2'-9" 4'-6" 4'-6" 8'-5" 8'-5" 0 » first floor 12'-0" 12'-0" 13-6 541 '-6" 9-0 16-10 SIMPSON HDU5 24'-0" 5'-6" 44'-10" Detail of hold-down 2 74'-4" not to scale Typical Roofing ICHAEL.I Architectural Asphalt Roof Shingles MACRINA be selected homeowner.o ARCHITECT , over 30# felt paper over 1/2" CDX Plywood Sheathing Eave Protection ❑ P.C., A.I.A. Install (1) Layer of Ice & Watershield (self-adhering a polymer modified bitumen sheet) from the eaves edge to a point at least 24" inside the exterior wall line of the building. ❑ V la lees All Valleys are to be open w/ Exposed Lead-Coated Copper F over (1) layer of Ice & Water Shield. (see detail) - I Ventilation ❑ - - N All Ridges are to have a continuous vent. All Soffits are to have a continuous 3/4" vent (see eave details). Low Sloped Roof Protection .2:12 to 4:12 pitch_ 409 Lake Ave. ,Suite C Install (1) layer of ice & watershield over the plywood St.James, N.Y. 11780 sheathing instead of the 30# felt paper. . phone (631)686 6585 - Fasteners fax (631)686 6786 All Fasteners are to be corrosion-resistant with a email MMacrina@optonline.net minimum penetration of 3/4" into the sheathing. web MMArchitectpc.com _-- Use (6) fasteners for each shingle. mere peons ore on instrument of service and are -- - �-- - the exduswe property of the architect. Infringements of the concepts and design ldeos presented on these drawings shall be prosecuted I I '-` —^��r � �� _ _ - � Typ i ca I Siding to the fullest extent of the law. Copyright 2006: I 1--! 1_! I ® ® - I � � Michael Macrina Architect. All rights reserved. no ` I _ :�- ;_ - - part of the plans may be reproduced without the 1�l-= _ Ll 1 �- _ I � 18" Y C d expressed written consent of the architect. 1 46 45 JL JL 11 1 1 1 41 - - - - Certi-G a e ellow Alas an ear 1i_11— I r d k hingles ! ! 37 Number 1 Grade Blue Label 44 42 _ _ (39 _ -- - -_ Key Plan —- TT� Rebutted & Rejoined Shingles to be - I installed as per the Cedar dar Shake & Shingle Bu reau.I 1I - r I IT i over 30# Felt Paper - ; 1 — - over 1/2" CDX Plywood Sheath'g T� `� 1� l i install 1/2" ACQ Plywood Sheathing at Base I _ - - - Second Floor Exposure 6" E xpo I I - — - --- -` - -I liti _ - - Weaved Outside Corners & , I I I I - I I _ �,. ; , I i i i ! i Attachment for each shingle shall be held In place ,, �. 17 11 i 15 _ - , , � -.� ---i _'_ by two hot-dipped zinc-coated, stainless steel, or _ O _ - , _ 19 18 L _ 11 1 1 aluminum nails or staples. The Fasteners shall be ! - long enough to penetrate the sheathing by a min. _ _ _- I - - O = _ _ ! ' _! I Staples shall not be less than 16 gage and shall have a crown width of not less than 7 16 , and the crown of the staples shall be parallel with --— 7 _ I I I i I h ( - I i _ I ! _ I I_ I I _i- I_ - i - i 1 the butt of the shingle. Revisions - - -I 1 Installation 4/8109 State Variance Application �� -- -1 El ! � I � I /� - - I I � i i ! I I I I ! i_ I ! The Bottom Course shall be Doubled. - - I i i- _ I 4/28/09 Issued to Building Dept. IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII I_ I 5/17109 Issued for construction finish grade (el. 8.0') Flashing 5128/09 misc.revisions For all Horizontal Wall to Roof Intersections, 10/13/09 add rear garage door Rear Elevation west Install Aluminum Coil Flashing. For all Sloped Wall to Roof Intersections, Install Aluminum Step Flashing. No. Date Description �r`q E Project _ Proposed Residence For - R - 1 - Richard & en F -1 y 60 Bosworth 4553 Wickham Ave. - Mattituck, N.Y. - ---- Town Of Southold Suffolk County ! _ _ _. j_ , I Drawn By: L1 L_ 11 50 L1 49I I LLLLLL - - - 47 - IJ ll i -- O - 40 - - V I � - I�-i - — - -. � i I II I I 1 11 1 hecked y TFI i _ y. III11��. - S.G. �' �I I t y II � - T- - ! ! ! r I lie— i I i I I a , 3 C?' _ d W 1 I 11 ! iiji iI - - - - - - - I- ---- -- I I 1 ! I 1 _ i I Sheet T I LL�L u , 1 rt Elevations - - -- -- - . : : - - -- ! I ea 25 O I 11J -L I 1 L 1_1_L 22 23 � i 20 I ! !I I O ' O I - LIIIIIII 24 - =-_ J T „ : s_—_==-,____�.—u__�_=_sue::—•—:_a___�._.LL_-_= _ — i-I_ y T tf' I I - 1 l� ---i�-- --- -• � I III I Ill III I - j I , _I _ _ I-I ICI I �L, III I I I I III I { I I I I I I I I_ I I I I I � I- I I II II I I rl I i I III I i i— — - II Date Job No. I ; I 0907 March 9 0 0 - t l l l J11 L 1J_LJ J�l finish grade at retainin wall el. 9.5' _ — ------- -- - _ Scale: File Name IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII III'lllllllllllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII Illllllllllllll — As Noted 0907-Constrn D Drawing i finish grade (el. 8.0') 'n No. : Right Elevation north 1/4" = 1 '-O" GENERAL CONDITIONS FRAMING (continued) WINDOWS BUILDING DEPARTMENT DATA : 1. All work shall conform to the 2007 Residential Code of Niew York State, Bolts in Wood Framing: - Refer to Floor Plans for Window Plan ABBREVIATIONS MATERIALS MICHAEL r local Building & Zoning Codes, and the New York State Ernergy 1. All bolts in wood framing shall be standard machine bolts with Locations. Refer to Window Schedule for ACQ ALKALINE COPPER QUATERNARY L.C. iLINEN CLOSET Classification / Floor Area : _ Conservation Construction Code. All Codes shall supercedel the standard malleable iron washers or steel plate washers. Sizes, Header Height, Glass, & Specifications. ACT ACOUSTICAL TILE MAX MAXIMUM BRICK VENEER EARTH M A C R I 'N"A drawings and shall be incorporated into the drawings, whether AL ALUMINUM MIN (MINIMUM ns Floor 9 p g 2. Steel plate washer sizes shall be as follows: - All Windows Specified as an Egress Window ALT ALTERNATE MO MASONRY OPENING E' Level Proposed they are indicated on the plans or not. " P g o. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16 Shall Meet or Exceed the Requirements AFF ABOVE FINISHED FLOOR MRB (MARBLE CONCRETE MASONRY UNIT INSULATION (THERMAL) 2. Contractor shall check and verify all dimensions, notes amd conditions b. 3/4" Dia. bolts-2-5/8" sq. x 5/16". of the R.S.C.N.Y.S. (sect. R310) ASF ABOVE UM SADDLFILOORE M.S. IMETALE SADDLE �' ARCHITECT 5i A.S. ALUMINUM SADDLE MTL iMETAL � at the site before any construction work is started. The (Contractor 3. Each bolt hole in wood shall be drilled 1/16" larger than Min. Opening Area = 5.7 sq. ft. A.P.B. ANTHONY POWER BEAM N/A INOT APPLICABLE STEEL 'PVC' or COMPOSITE MATERIAL lu -Jv First Floor 3,058 sq.ft. shall notify the Architect of any discrepancies or conflicts in the diameter of bolt. " B.C. BRICK COURSE(S) NIC INOT IN CONTRACT L Min. Opening Height = 24 BD BOARD NOM MOPAINAL ❑ P.C., A t A drawings and/or field conditions before starting the work. The discovery " Q •N Second Floor 2,492 sq,ft. of discrepancies after beginning the work shall be the full) responsibility 4. For sill anchors, see typical details on architectural drawings. Min. Opening Width = 20 BOT BOTTOM NR MOT REQUIRED I- of the Contractor to correct. Sill Height = 44 max. A.F.F. BLDG BUILDING NTS INOTTOSCALE ROUGH WOOD RIGID INSULATION ° `z Total Lag Bolts: cBB CEMENT BACKER BOARD OC (ON CENTER(S) 10 5,550 sq.ft. d 1. Shall be of structural grade steel. - For All New Windows, The General Contractor CL CLOSET OCC. (OCCUPANT(S) 3. Contractor shall locate & stake out all existing underground utilities prior Shall Provide Plywood Structural Panels with CLG CEILING OH (OVERHANG �- 1 CONCRETE \\ , FINISH WOOD Roof Deck 160 sq.ft. ❑ to any excavation. The utilities shown on the plans are aln approximate 2. Washers shall be placed under the head of lag bolts bearing , . , a Min. Thikness of 7/16" & Max. Span Of Sft. CLR CLEARANCE) PART. (PARTITION Q location only. on wood. Length of lag bolts shall be minimum 2/3 depth of COL COLUMN P.C. [PANTRY CLOSET c Garage 1,338 sq.ft. for Opening Protection from Wind-Borne Debris. CONC CONCRETE PL PROPERTY LINE N 4. Contractor to be responsible for arranging all necessary permits and members being bolted together. PLYWOOD GYPSUM BOARD Panels to be Pre-Cut to cover Glazed Openings coNT CONTINUOUS PT (POINT � Covered Porch t inspections, including Certificate Of Occupancy (C.O.). Altering Structural Members: with Attachement Hardware {see Table). CMU CONCRETE MASONRY UNIT PT-EGS (PAINT,EGGSHELL SHEEN ' 7, r 19 I - 1. No structural member shall be omitted, notched, cut, blocked out CT CERAMIC TILE PT-FL [PAINT,FLAT SHEEN ti'V i'Y L_ d aes e' 1 6..... 5. Written dimensions shall have precedence over scaled dimlensions and larger or relocated without prior approval by the Architect. Do not alter TABLE R301.2.1.2. CS CORRIDOR SUPPLY PT-SG (PAINT,SEMI-GLOSS SHEEN ❑rnrrT�:. ,, scale details shall have precedence over smaller scale dettails drawin S. C.J. CEILING JOIST PKT POCKET RETAIN STORM ;<<;;I i.;'� �3UNRfk7E: 1 .P,# 3 z{ »� p / 9 WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE PURSUANT TO C. ,•U I ER 236 Drawings are not to be scaled. sizes of members noted without approval of the Architect. CANT CANTILEVER QT (QUARRY I {�'�' `'�-� ` FOR WOOD STRUCTURAL PANELS (a,b,c,d) CMD CARBON MONOXIDE DETECTOR RAD [RADIUS FEE: �� y BY: Built-up Beams: DIA DIAMETER REQ. (REQUIRED OF THE TOUJiJ CGDE. 9 1 6. Any deviation from the Architect's drawings must be subrmitted to the 1. Built-up beams or joists formed by a multiple of 2 x members FASTENER SPACING DIM DIMENSION REV [REVISION(S),REVISED e NOTIFY BUILDING DE?:�.HTME dT AT Architect in writing for approval. DR DOOR RM moots 0 765-1802 8 AM TO 4 PM FOR THE shall be interconnected as follows: Fastener Panel Span 4 Ft. 6 Ft. �` Type <Panel Span <Panel Span Dn DETAIL RJ ROUGH JAMB �'�/ l I� NCY OR FOLLOWING INSPECTIONS: 409 Lake Ave. ,Suite C 7. Contractor shall be responsible for adequately bracing and protecting all a. Members 12" and less in depth: glue and internal! YP <4 Ft. 6 Ft. <8 Ft. DWG DRAWING R.C.N.Y.S. !RESIDENTIAL CODE OF SYMBOLS section number V' St. James N-Y. 11780 work during construction against damage, breakage, collapse, distortion w/2 rows 16D nails at 12" o.c. staggered. DN DOWN MEWYORKSTATE A i !� `n 1. FOUNDATION - TVrO REOU'ryED ' and misalignment according to applicable codes, standards and good practice. 2 1/2" #6 EA EACH R.R. ROOF RAFTER m NLAWFUL �,CR _ I- I EXISTING WALL A-5 SECTION �MN FOR POURED CONCRETE-1 E phone (631)686-6585 16" 12" 9" EL ELEVATION R/R [REMOVE&REPLACE ca , .. �� � v<« b. Members greater than 9-1/4" in depth or multiple sheet number � 2. ROUGH - FRAhv iG E PUJ!J. +if�G fax (631)686-6786 8. All work shall be performed in a first class manner with all new materials. wood screws EQ EQUAL SAB ,'SOUND ATTENUATION BLANKET �� U C E RT I F I CAT i,, p 3x members through bolt with 1/2" diameter machine bolts EX EXISTING _ detail 3. INSULATION email MMacrina@optonline.net Contractor shall provide all equipment, labor and materialls necessary for at 24" o.c. staggered. 2 1/2" #8 1g" 16" 12" ExH ExHAUST SEC SECTION - NEW PARTITION 2 number ,r" f, i s �n,T - the proper execution and time) completion of the work. Contractor shall wood screws S•F. SQUARE FEET "-4 detail 2 (. : -.,r ",I` C 4. Fu�AL - CONSTRI L•.d I.1JST web MMArchitectpC.eom p P Y P Cutting of Beams, Joist and Rafters: EXT EXTERIOR SIM ,'SIMILAR �area� A24 DETAIL C'' �.: be responsible for all materials and equipment stored at the site. 9 a. This Table is Based on 110 mph Wind Speeds 130 3 sec. gust) EF EXHAUST FAN SPR ,'SPRINKLER(HEAD) E G jIF E r-'t. 'u u.,�'. These plans are an instrument of service and are DESIGN : R3o1.2.1.1 Resi ti a evr,, ork tqt the exclusive property 1. Cutting of wood beams, joists and rafters shall be limited to cuts P p ( g ) Ew EGRESS WINDOW sQ ;SQUARE C�) sheet ( C�@t7 qg q )- pop y of the architect. and o 33 ft. mean roof height. number r�L �71�� elULfflff ,tQ IHE Infringements of the concepts and design ideas 9. All contractors and their subcontractors shall carry insurance that will protect and bored holes not deeper than 1/6 the depth of the member g FAI FRESH AIR INTAKE SS :STAINLESS STEEL DOOR t nTl':^,,l i-cOF ,c presented on these drawings shall be prosecuted the Owner and Architect from.claims from damages for (personal injuries, and shall not be located in the middle of 1 3 of the span. b. Fasteners shall be Installed at Opposing Ends of the Wood Structural Panel. FC. FIRE CODE sTC :SOUND TRANSMISSION CONTROL g �1��� �ij �� 9U,�ier e fh' )%- s1G Wn Design Criteria. Con to the tallest extent of the law. Copyright 2006: including death, which may arse in connection with this (project. / P FD FLOOR DRAIN STD :STANDARD REVISION CLOUD ' ' ` ou ' ' 'Ad g speeds frY hFI ER3R 9 f2 '� 'e df`'`br'e Michael Macrina Architect. All rights reserved, no Notch depth of the ends at the member shall not exceed 1/4 the c. Nails shall be 10d Common or 12d Box Nails. FIN FINISH(ED) STL ,'STEEL �[; ((��RR ('[�isI4„ � `r,(( ( I:; i_S port of the plans may be reproduced without the FLR FLOOR(ING) WINDOW mileP[RP' OT1[' (�.1' y'�l Sh�ll expressed written consent of the architect. 10. Contractor to indemnify Architect and Owner and hold hairmfess. depth of the member. Holes bored or out into joist shall not be d. Where screws are attached to Masonry or Masonry/Stucco, SD :SMOKE DETECTOR closer than 2 inches to the tipor bottom of the joists and the The shall be attached utilizing vibration-resistant FPSC FIRE PROOF SELF-CLOSING T.C. TOP OF CURB J° Y g FT FOOT(FEET) STRUCTURAL BEAM designed in accordance with one of the following: 11. The Architect is not responsible for construction means, (methods, techniques, diameter of the hole shall not exceed 1 3 the depth of the joist. Anchors having a min. ultimate withdrawal capacity of 490 pounds. F.J. FLOOR JOIST TEL -TELEPHONE Key Plan : - / P 1 THK THICKNESS) 211 WINDOW/ EXT. DOOR NUMBER - sequences, procedures or for the safety precautions and programs in GA GAGE,GAUGE two digit Plans have been American Forest and Paper (Association (AF&PA) The tension side of beams, joists and rafters of 4 inches or greater T.O.S. TOP OF SLAB identification , connection with this project. DRYWALL NOTES GALv GALVANIZED TP. -TOILET PAPER number (see schedule) JOISTS / RAFTERS designed in Wood Frame Construction Manual for One & Two COMPLY V�`•`�-`t 11_•!_ ..,,�1Fc �i- nominal thickness shall not be notched, except at ends of members. GFI GROUND FAULT INTERRUPT TPF 'TEXTURED PAINT FINISH floor level 12. All construction within the 110mph and the 120mph three second wind speed des in Stud bearing Nails or Shear Nails: Typical & Bathroom Walls & Ceilings: GL GLASS T.S.P. TEXTURED SPRAY PAINT accordance with: Family Dwellings (W.F.C.M.) 2(001 `J7-V,% �'�t`ii-;K `� .Al 1-�" � ( -,•vvl` ' regions (Nassau & Suffolk Counties) shall be in conformitty with the American 1. Provide 1 2" mold & moisture resistant sum board b GwB GYPSUM WALL BOARD Tx \TOILET FxHAusT 211 INTERIOR DOOR NUMBER REVISION NUMBER E ° '•it. rT., _ 1. Notches or bored holes to studs of bearing walls or partitions shall / 9YP Y GYP.BD. GYPSUM BOARD two-di ,t .S R CCU l i;`_C , ,�� I'd �D :•� , Forest & Paper Association (AF&AP) 2001 Wood Frame Construction Manual. g P National Gypsum' Gold Bond Brand XP (purple board to all walls & TXF TOILET EXHAUST FAN rd�tificotion C not be more than 1/3 the depth of the stud. (P ) 'GP' GEORGIA-PACIFIC TV \TELEVISION number (see schedule) 13. All contractors shall be licensed and insured as required. ceilings, including all bathroom walls and ceilings and any wet areas. HC HOLLOW CORE TYP iTYPICAL floor le°� SMOKE DETECTOR Climatic & Geographic Design Criteriia : Table R301.2(1) -.-.....__._._..,-., S1!�Tur, DT)r�rN,.; Bridging and Blocking_ All gypsum board shall receive one coat of tape and three coats of HDW HARDWARE TEMP \TEMPERED 14. Contractor to obtain Owner's or Architect's approval for (all materials, finishes, 1. There shall be not less than one line of bridging in every eight feet spackle minimum using 'Pro-Form Brand XP Ready Mix Joint Compound. HM HOLLOW METAL U.O.N. tUNLESS OTHERWISE NOTED 211 ROOM NUMBER Wind Exposure Category. B - •--•-____SOS T 70 C T01 d0 ^;;'u BOAF ) HOR HORIZONTAL VB \VINYL BASE two digit 1 2 `��Zontal and equipment prior to purchasing. All equipment and materials are to be of span in floor, attic and roof framing. The bridging shall consist All walls, ceilings, and ledges to receive the or stone shall be set HP HIGH POINT identification (see schedule) ROOF PITCH 'yr - „ VCJ \VERTICAL CONTROL JOINT number r)�--vertical Ground Snow Load: 20 psf ---•--_w•---._ soJ � ,. , , . . : ,,._� installed per manufacturers written specifications. of not less than one by three inch lumber double nailed at each on 1/2 cement board. HR HOUR(S) VCT \VINYL COMPOSITION FLOOR TILET floor level HT HEIGHT VIF \VERIFY IN FIELD -o _ _•„••�, L,• 1_ 15. Contractor shall keepsite clean and free of debris. . end or of equivalent metal bracing of equal rigidity. HD HEAD -- G Wind Speed: 120 mph 3 sec. gust ------ h•Y, • =- Garage Walls & Ceilings: vwc 1VINYLWALLCOVERING a WALL TYPE ------ ABOVE/ BELOW/HIDDEN residence located within Mids on bridging is not required for attic or roof framing where HVAG HEATINGiVENTiLATING/AIR CONDITIONING WC \WATER CLOSET P 9 9 q 9 (100 fastest mile) 16. These drawings are the property of the Architect and shall not be used joist depth does not exceed twelve inches nominal. 2• Provide one layer of 5/8" type-x gypsum wall board to all walls IN INCH(ES) WD tWOOD 1 mile from water n without his consent. Drawin s shall not be used for issuim of a buildin and ceilings of ail garages and room enclosing treat producing INT INTERIOR WR \WATER RESISTANT - tap! k i g g 9 ELEVATION MARKER CENTERLINE Seismic Desi n Cate or . Exem t ra INV INVERT k '°' permit unless signed & sealed b Michael Macrina Architect, c equipment. Provide one layer of 1/2" type-x gypsum wall board zR ;ZONING RESOLUTION g Category. p �a •-, P 9 Y P 2. Block solid at all bearing supports where adequate lateral support JT JOINT 2 elevation number (.:"; „'!- - • .; ', at all interior house walls common to garages. Provide one layer KIT KITCHEN E 17. Contractor to follow all manufacturer's s ecifications, recommendations and o not otherwise provided. Block all stud walls is maximum intervals 1 Ail 3 I ' , P of 5/8" type-x gypsum warl board over all heat producing LAv LAVATORY ❑ DRAWING REFERENCE INTERIOR ELEVATION installation details on all products used in this project. Nlotif the Architect of eight feet with minimum of 2 x solid material with tight joints. LVL "- {: . P P 1 Y equipment in all unfinished apes Cellars. LAMINATED VENEER LUMBER _4 � sneer number � Weathering: Severe �„ of any conflict between the plans and manufacturer's speecifications, 3. Provide 2 x firestaps at mid-point vertically of stud wall. (see reference notes, same Sht.) recommendations and installation details prior to instailattion of product on DECK/ PORCH RAILINGS E Frost Line Depth: 36 inches DO NOT PROCEED WITH this project. Contractor shall be responsible for correction of any work that Plywood: prevents the correct installation of a specified product as shown on the 1. All plywood shall be Doug fir or equal. It shall be manufactured R316.1 Guards Required. 2 Termite Infestation: Moderate to Heavy FRAMING UNTIL SURVEY drawings. and graded in accordance with : Porches, Balconies or Raised Floor Surfaces Located 6 "'• '•""" ""'• LIJV"'6 I�i 18. Contractor shall be responsible for adequately bracing arnd protecting all work U.S. Product Standard PS 1-83 for Construction and industrial Plywood More Than 30" above the Floor or Grade Below shall Decay Probability. Slight to Moderate RevI�I��s�EEN APPROVED. during construction against damage, breakage, collapse, distortion and " have Guards not Less than 36" in Height. Open Sides 0- U) 418109 State Variance Application 2. Each plywood sheet shall bear the "APA trademark. of Stairs witha Total Rise of more than 30" above - 1= 4e misalignment according to applicable codes, standards anid good practice. ,•� vent roof Winter Design Temperature: Suffolk 11 degrees 4128109 Issued to Building Dept. 3. All end joints shall be staggered and shall butt along the the Floor or Grade below shall have Guards not less Roof J L L M - . 19. Match all existing conditions as they relate to finishes, lighting, coursing, center lines of framing members. than 34" in Height measured Vertically from the Ice Shield Underloyment Required Valley's & Perimeter :5 "wilit 33 tf51[rRrfrlE dimensions, height, alignment; etc. Move and re-locate alny partitions, wiring, Nosing of the Treads. plumbing and ductwork that may be concealed in walls air ceilings being revised, 4. The face grain of the plywood shall be laid at right angles to the 9 (' r Flood Hazard AE 11 ,�`:'.iiL JhIL joists and trusses and parallel to the studs. 2"m vent Stack to provide a complete job in all respects. f° P R316.2 Guard Opening Limitations. MA.�TEiZ �_ Lq �r I - i-� Air Freezing index 599 5. Nails shall be placed 3/8" minimum from the edge of the sheets. Required Guards on open sides of stairways, raised 15AT1 kM �,��®ver--r ( --T�v` i- ,-, 6AT�1 #2 IFI ATION OF EXCAVATION AND BACKFILL The minimum nail penetration into framing members shall be 1 1/2" floor areas, balconies and porches shall have `r �' 1 1 I 1 `L`�'ent MIN. DESIGN PRESSURE D.P. TING - NA LING & °ONt�ECTIONS for Sd nails and 1 3/8" for 10d nails. intermediate rails or ornamental closures that do not -=-mot 1 I I-- ( >, ,�..�- ,,.`� , s•wr. ,k 1. Contractor shall locate & stake out all existing underground utilities prior allow passage of a sphere 4" or more in diameter. i I i t-1-1/2'0-� `I 0 3 "` ` ' Ir�t ; to any excavation. The utilities shown on the plans are mn approximate 6. All floors shall be nailed as per nailing schedule. I I i I 2"� Vent Stock_j vent 1-1/2-0 L o 0 O ZONE 4 DP 30 O:�LGIT CO.,MNT BEFORE Exception, I I Lae Lev. I Sink I i Lev. rant � CER.TIFICATEOFOCCUPANCY ,'--,�'�: I-L. location only. Partitions: ( i ZONE 5 DP 35 The triangular openings formed by the riser, tread and I I I w azs 2. Excavate all areas as indicated in the drawings. All excawations shall be the 1. General: bottom rail of a guard at the open side of a stairway Tub ( w.0 ( I W.C. 1 N r c OF T H minimum depths required achieving clean undisturbed virglin soil with stable a. Provide solid blocking at 4-O" o.c. between the joist end first are permitted to be of such a size that a sphere 6" Second Fir. E3 Slhower . I wM I Shower N ZONE 1 DP 30 ' , moisture content and non-shifting and non-shrinking soifl characteristics. interior parallel joist. cannot pass through. IR T To "„ No•C DE I� �� i ,:��! \ L. The Contractor shall be responsible for notification of poor soil characteristics b. Splices of the to and bottom portion of double to rates � e ��{� 1�escn tion to the Architect and shall not proceed with the work until receiving instructions p P P p P _2•0 3•� W N N ZONE 2 DP 35 EXCEED,2/,11�OF 1% LEAD. p P g must be staggered a minimum of 4-0". HABITABLE SPACE z"0 I waste waste 2"b -� ZONE 3 OP 35 Project from the Architect. 3. The Architect has prepared the drawing and specifications with an assumed c. Splices shall occur only directly over studs. 1. All Habitable spaces shall conform to the following sections waste 2"eJ 2"� I 2'0 waste _� waste 2"� waste waste 3" waste >, -�., 77! '� of the Residential Code for New York State : waste vI!•T-C� � T "t f-f/1.� E54TIl #1 .x - ZONE 1 DP 25 a bearing capacity of 2 tons per sq. ft. and an assumed soil characteristic of d. Lap top plates at corners and intersections. Vent �/2'm Ven r �e"� '� �` Proposed R303 (light, ventilation, and heating) t-tL , I I I 2 o & vTi ' vEcD sand or gravel, with minimum traces of dry clay. R304 (minimum room areas) r 1-1y2'�� 1_1/2"0 1 N ZONE 2 DP 55 2. Bearing Wails supporting one floor or more: i I 1 vent I I vent N r TES 4. All excavations for concrete piers and footing shall be a minimum of 3 ft. R305 (ceiling height) P\VI31Z 1 I I I 1-1 ni"� e1i << •.. Residence a. Partitions must be constructed of minimum 2 x 4 studs spaced R306 (sanitation) Lev. I 1 Sink I ! I I Lev. i ZONE 3 DP 55 below finished grade unless noted otherwise on the plans;. 16" o.c. of type lumber specified. R307 (toilet, bath & shower spaces) I I For 5. All bockfill shall be clean granular fill. W.C. I ( w.c. 1 Zone Diagrams EF b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is EMERGENCY ESCAPE & RESCUE OPENINGS First Fir. D.W. W.M. Shower - Richard 6. No Backfill sha}I be permitted against concrete or masonry foundation wa}Is used, floor joists shall be centered directly over and below bearing without floor framing or proper bracing as required to prevent damage to walls. wall studs with a tolerance of no more than 1" unless substantiated 1. All Emergency Escape & Rescue Openings shall conform to H_4"m I I 2 No Backfill shall be permitted within a minimum of two µweeks after pouring. section R310 (emergency escape & rescue openings) of the F.A.I. 2"0 s t:� I% t t, 3- 3 The Contractor shall be responsible for any damage to cooncrete or masony wall. engineering calculations. Residential Code for New York State. as e 2"� 1-1aste 2"a 2'd waste z , CONCRETE c. Bearing stud walls must be sheathed with a minimum 1/2" gyp. bd. 3"t8 waste waste waste E 3"flwaste a 4' be Wendy waste ` h 4 s waste 3"rb Soil Stack -- LL f 5 fill fastened according to drywall manufacturer recommendation. ENERGY NOTES \ 3"� soi► stack CrzA\\,/L JPACE C.0. 'A s z z 1. Concrete to be plain, reinforced, minimum 3,000 p.s.i., 2t8 day test, predicted s BOSMI Corner Bracing: 1. These plans are designed to be in accordance with the new york -�„" 4 3 4 4 . a on the above soil assumption. If other soils are are enco3untered, lower bearing 1 Unless otherwise noted, brace exterior corners of building with 4 x 8 state energy conservation construction code for a 5750 degree \ C.O. e s s W . orth values ore to be assumed and the foundation must be redesigned. � a o Waste Gable s plywood sheet of thickness to match that of sheathing. day climate area. � Wall ® Interior reQ°`red � `�, 4553 Wickham Ave. 2. Concrete shall be air-entrained. Total air content (percent: by volume of concrete) 2. Overla !ores at all corners. 1 piton �N_r w Zone P p ELECTRICAL To Proposed House Trap 4m Waste Plumbing Riser Diagram •...� -� _ I t. - - Edge I Perimeter ' K shall not be Tess than 5% or more than 7% Nailing: Sanitary system pitch ns required Zane ® Zone MattltUCk, N.Y. 1. AIIA!I nailing shall comply with nailing schedules in WFCM, IBC, BOCA 1• All electrical work sha!l conform to rules and regulations of thei7 Trot to Scale STEEL NOTES National Electric Code, Residential Code of New York State, and Crawl Fir. and CABO (as applicable), latest edition and all state and local Board Of Fire Underwriters, and its referenced standard, NFPA 70-2002. 1. All plumbing work to be installed in strict accordance with all Minimum Uniformly Distributed Live Loads : Table R301.4 Town Of Southold 1. All Steel shall have a minimum Fb of 24,000 p.s.i. building codes, or moufacturer's recommendations. state and local codes. Suffolk Count 2. The Electrical equipment and wiring shall be installed in accordance USE LIVE LOAD DEAD LOAD Y , 2. All Steel shall conform to the latest A.S.T.M. specificatiolns for Alignment: with chapters 33 thru 42 of the residential code for new york state. 2. All Soil Plumbing Lines which need to run Perpendicular to Floor A-36 steel. Pipe columns shall conform to A.S.T.M. A-53. 1. All rafters and joists framing from opposite sides shall lap at least 3. Electrical work to be Fire Underwriter's inspected and approved. Joists shall be located as close as possible to Center Joist Span Exterior Balconies 60 psf 10 psf - six 3 inches and be nailed together with min. 3 10d face nails. to maintain structural integrity of joists. Drawn By 3. All work shall conform to the latest A.I.S.C. specifications. { ) g O 9 Y Ja 'r D 'A.�'uI 4. All electrical outlets in "wet" areas to be ground fault interrupter Decks 40 psf 10 psf c •` • FRAMING 2. When framing end to end joists shall be secured together by metal straps. 3. Materials for water supply & distribution systems, M.A.M. '_� a c / ; (G.F.I.) type. -,µ F per tables P2904.4.1, P2904.5 & P2904.6 Passenger Vehicle Garages 50 psf as per plan " ��_ 1. Minimum header size to be 2 2x6 unless noted otherwise. FIREBLOCKING / DRAFTSTOPPING 5. Carbon Monoxide Alarms shall be connected to the lighting circuit Checked By: ' U '. ter',, ( ) 4. Materials for drains, waste. & vents, with no intervening wall switch. Battery-powered alarms are not ATTICS without Storage 10 psf 10 psf � k, n°;i j' 2. All structural framing lumber shall have minimum extreme fiber 1. Instal! Fireblocking required as per section 602.8 and Draftstopping per tables P3002.1 & P3111.3. ` as per section 502.12 of the Residential Code for New York State. allowed. Carbon Monoxide are required on each level on which S.G. bending stress (Fb) of 850 pounds per square inch (P.S.L)• sleeping spaces are located. ATTICS with Storage 20 psf 10 psf 11 a;" , it 2. Fire stopping shall be provided to cut off all concealed draft openings ROOMS other than sleeping rooms 40 psf 10 psf -k. ,,, 3. All exterior lumber and/or lumber in contact with masonry/concrete both vertical and horizontal with 2" nominal lumber or 2 thicknesses Single- and Multiple-Station Smoke Alarms. J. [r 1. shall be pressure treated a.c. unless otherwise noted. of 1 nominal lumber with broken lap joints or other approved material. 9 P l 12tN, !' P ( q• Single and multi le-station smoke alarms shall be installed in Sleeping Rooms 30 psf 10 psf , , 4. All wood subfloors shall be 3/4" T&G 'AdvonTech' SubSoor to be the following locations: TYPICAL INSULATION 11. .)r P1 glued and nailed to joists. install as per Mfg. specifiactfions. FLASHING & CAULKING NOTES 1. In each sleeping room. Stairs 40 psf 10 psf Sheet t(e ' 1. Providing metal flashing where framing lumber is in contact with 2. outside of each separate sleeping area in the immediate Insulation Guardrails and Handrails 200 psf 10 psf 5. All wood frame openings in floors, roofs, ceilings shall have a soil or concrete. Provide hidden (blind) metal flashing where tops vicinity of the bedrooms. House Component (R) Value Thickness Moisture Barrier Remarks , minimum double trimmer and header" framing unless noted of roofs intersect vertical wall surfaces. Provide metal step ROOFS 12 psf for Attic I I g � � otherwise on plan. 3. On each additional story of the dwelling, including basements over Crawl Space Ceiling R-30 9-1 2' Kraft Paper P flashing around all chimneys, skylights and where sides of roof P 9 / � P and cellars but not including crawl spaces and uninhabitable attics. Live = Ground Snow Load 20 psf intersect vertical wall surfaces. All metal flashing shall extend up interior side 6. All wood frame wall openings shall have minimum double stud posts In dwellings or dwelling units with split levels and without an 15 psf for C th- at each end. vertically a minimum of 4" from the roof unless noted otherwise. intervening door between the adjacent levels, a smoke alarm over Cellar Ceiling R-30 9-1/2" Kraft Paper - Notes 7. All hanging wood joists and rafters shall be supported with steel 2. Flash, caulk and seal all unctions of new and existing roofs, installed on the upper level shall suffice for the adjacent lower interior side j g ALLOWABLE DEFLECTION : Table R301.6 level provided that the fewer level is less than one full star N �� ! ■ r joist hangers. walls and penetrations, to form a watertight assembly. below theupper level. Y O over Garage Ceiling R-30 9-1/2 Kraft Paper �, �1�I ��� �I�pr 8. When joist hangers & fasteners are in contact w/ a.c.q. lumber, VENTILATION interior side Structural Member Allowable Deflection i i i e use stainless steel vist hangers & fasteners only. When more than one smoke alarm is required to be installed within an 0 , g Y individual dwelling unit the alarm devices shall be interconnected in (L over open air R-30 9-1/2' Kraft Paper 9. All roof and wall sheathing shall be 1/2 CDX plywood. Ventilation Required:- 9 Rafters having slopes greater than 3/12 with n L/180 such a manner that the actuation of one alarm will activate all of the interior side " Enclosed attics and enclosed rafter spaces farmed where ceilings are applied � � finished ceiling attached to rafters. 10. All wood floor joists, and flat roof rafters spanning 10-0 or greater directly to the underside of roof rafters shall have cross ventilation for alarms in the individual unit. The alarm shall be clearly audible in all Slab on Grade R-10 2'x24' 6 mil. Polyethelene Locate at slab perimeter Date: Job No. : shall be provided w/ 1"x3" cross bridging at mid-span or (at no each separate space by ventilating openings protected against the entrance bedrooms over background noise levels with all intervening doors closed. Interior Walls and Partitions H/180 March 21,2009 0907 greater than 6'-O" intervals. of rain or snow. Ventilating openings shall be provided with corrosion-resistant All smoke alarms shall be listed and installed in accordance with the 11. Provide Double oil near Joists under All Parallel Walls Above. provisions of this code and the household fire warning equipment CLOTHES DRYER EXHAUST 2x4 Exterior Walls: R-15 3-1 Floors and Plastered ceilings L/360 wire mesh, with 1/8" minimum to 1/4" maximum openings. p 9N /2 Kraft Paper Scale: File Name 12. Install Steel Strapping at All Framing Members. (see details) Minimum Area: provisions of NFPA 72. 1. To be installed as per section M1501.1 of the R.C.N.Y.S. (6 interior side All other Structural Members L 240 / As Noted 0907-Constrn C 13. All top plates in wood frame walls shall be doubled and overlap The total net free ventilating area shall not be less than 1 to 150 of the Power Source. Exhaust duct size > 2x6 Exterior Walls: R-19 5-1/2" Kraft Paper Exterior Wells with plaster or stucco finish H/360 with intersecting walls if possible, area of the space ventilated. The required smoke alarms shall receive their primary power from The diameter of the exhoust duct shall be as required byr the clothes interior side DrawingNo. : Vent Clearance: the building wiring when such wiring is served from a commercial source, dryer's listing and the manufacturer's installation instructicons. Exterior Wells - wind loads° with brittle finishes L/240 14. Laminated Veneer Lumber to have a min. of 2,850 (Fb)I bedding and when Timor ewer is interrupted, shall receive over from a stress and a min. of 1.9x106 (E) modulus of Elasticity. A Minimum of a 1" space shall be provided between the insulation and the primary P p P Length Limitation cn Flat Ceiling R-30 9-1/2" Kraft Paper Exterior Walls - wind loads with flexible finishes L/120 battery. Wiring shall be permanent and without a disconnecting switch The maximum length of a clothes dryer exhaust duct shall!! not exceed e 15. Lumber to be doug fir2 or better, (min. fb=900, e = 1.5�x10 ) roof sheathing at the location of the vent. 9 Y _ interior side ! other than those required for overcurrent protection. Smoke alarms 25 ft. from the dryer location to the wall or roof terminalition. Note : L=Span Length, H=Span Height Higher stress lumber such as s.y. pine, ect. may be substituted for GLAZING shall be permitted to be battery operated when installed in buildings The maximum length of the duct shall be reduced 2.5 ft. for each N Vaulted Ceiling R-21 5-1/2" Kraft Paper Install Baffles to provide a min. of ` - [41 dou fir. No s f lumber ma be used exce t for sill, lates and studs. U interior side 2 ventilations ace above Insulation. o. The Wind Laad shall be permitted to be taken as 0.7 times the V fs g p Y P P 1. All Glazing shall conform to section R308 (glazing) without commercial power or in buildings that undergo alterations, 45-degree bend and 5 ft. for each 90-degree bend. The rmaximum P �' 16. All shims under cellar girders to be steel only. g (. g) repairs or additions regulated by Section R317.1.1. length of the exhaust duct does not include the transitiom duct. I L Component and Cladding loads for the purpose of the determining of the Residential Code for New York State. deflection limits herein. NOTES : MICHAEL 28'-2" A-g 16" Dio. P.C.(min.3,000psi) Piers Note: On Undisturbed Soil, min. of 36" Below 7'-0" 7'-0" 7'-1" All Joist Hangers exposed to the exterior �j Grade. Verify Top of Pier HL in Field / 1. Double All Floor Joists Under Parallel AC I ! I Install 'Simpson' Post Base, see detail & or t contact with ACID lumber are to Walls Above Unless Noted Otherwise. --------- . --------------- )Z' 10 acq e o - a venlze orStainless Steel - - ----- F �, ;. - - - , ----- -- :_--------- ;. 2. Utilize Steel Shims Only Under All Girders. 3 x Low Girder ' n) L. 9T-4" � ly _ 3.ACID Alkaline Copper Quaternary 14'-0" 13'-6" 13'-0" i ' 14'-4" 1 P.C., A.I.A. = tl 10'-6" 12'-0" 20'-0 (treated lumber) ❑ L i 2'-0" (2)2"xl O"acq Hdr. 4'-0" ,2'-0" 4'-0" LEGEND : a I ------------------------- r — ---�— --- — li I '" New Foundation Wall --------------- ' � r On Footing ❑ I - o_ I Simpson Strong—Tie ----------------------------; '� i �� ; o I " " -ABA46 4"x6" Post top of wall (0'-0") --------------- 11 Cr o � I , I -ABA44 4"x4" Post 0 - 1 - -ABA66 6"x6" Post Lower Top of Wall -------------- 0 o I = X ® i (see plan) ... N 6"x6" acq post' ! :. "•. I ; ; ► � (typical) i I I I New Poured Concrete p .—ti (3)2"x10"a q n' ; x xr. { --1--- — — — •. Footing Low Gird r rk D eta I ' 8" ' __� ! , of Post Base 409 Lake Ave. ,Suite C M i '8" St. James, N.Y. 11780 Not To Scale , = Detail Symbol Az t phone (631)686-6585 0 —I---°O ------------------------ - rCD ------------------�------------------ 1 r7 _ I I l: = a@opto .net fax 631 68 ...:. ;a. .:.:. ::-. j ; — i i ao '`� r—�--- --------------------� web tl MMArchitectpc.colme -: ., ... r—♦ ' J1111 - 147 o I , t I I t ----------------------i ' �� L-----_--- — — --- --- --- N --- --� j L-------- N These plans are an instrument of service and are 5-45-4" 1 the exclusive property of the architect. , _ , = , Infringements of the concepts and design ideas ____-- -___ __ I n L.--___-___ resented on these drawings shall be rosecuted r--- - 7 : , N N , r--------- , ( ' -1 ., 1 t to the fullest extent of the low. Copyright 2006: L--- ---------- --------- (3)14"x14"!vl "' l `----- _---- --_-- _---_ -----J M ' Michael M c na Archi AI rig is eserve I a ri tect t h r d, no _� „— _ _ a — _ — .s _ _ yY _ _ Typical Flood Vent part of the plans may be reproduced without the _ Flush Glyder ► = i ( 14 x t 16"wide X $" tollexpressed written consent of the architect. --------- - i3 14"I vl i �'- us it er ' I (2,800 sq. in. required) ip Key Plan : 36"x36"x18"d . Install 2")x10 ac Naller P.C. Footln II5'-6" 11'-8" 8" 9-10" " q � � g lagged to► Rim Joist w/ (2)1-Y;'x14"Ivl Hdr. L------- ------------------------- UIXCQV,4TEV ; n 3/8"0x4" long ® 12"oc —J —� for Porchl Floor Attachment --I 1 , , r-------- ---------------------tb � I I ' ' C1,4R�C1E .5L4E5 I ,: I Flood Vent Calculation ' i ni I Note: I I Concrete to be 4" Thick Poured Concrete Slab w/ ' i '1 � o New Crawl Speaee LL W I - 1 0 t o t I I , o - 18" Min. Ceiling Ht. 0 0 , t 1-0 I ' Anchor Bolts 3,000 psi min. 6x6 #10 Welded Wire Mesh Lapped t 0 -> 11 a F.E.M.A. Requirement - I sq. in. of vent for o u 0 I I 0 , 1 I I M 0 = - set floor level w ad' cent to ;0 W ' 1 I °' _ ' I see Detai( & air-entrained ¢ I , min. of one full mesh & wired , , , - d - / 1a 1 sq. ft. of enclosed crawl space area. , = I = o o I ( ) c� t " finish rode a , I III , a , t between 5%-7% together 48"oc over 4 thick base _ =X II 3 g net crawl space area I = 2,800 sq. ft. _-> 11, I ,-> a =0 1 ,' 1 2 t , course consisting of clean sand, t , _ ® N ` - provide access to crawl space required flood vent orrea = 2,800 sq. in. _ EI , I , 1 O2"x6" ACQ I gravel, or crushed stone. , ,: t N 11 " =ic ; , "` II;X � ; Sill Plate I \III ;. j Pitch Slab Toward Garage Door ________ Coated Copper "• I a min. of 1 8" per foot. r , I Note: The bottom of all fl000d vents must be no PP / P , N u, N , _i( Termite Shield 1 • " I Top of Finish First Floor higher than 1ft. above grade. �- I I , s �II� , 1 to be at el. 11.5 III 20' 3'-0" I 12'-6" i I `D� Sill Seal - t The flood vents may be equipped w/ screens, III ' k a I'.: ' I r louvers, or other cowerin s or devices I I �.': . 81 g I 9 t ' 17'-8" I ' 3'-8" provided that they permit the automatic L=-t __— r ' I 5 Vertical Rebar I I 00 entry and exit of flood waters. II {2)13/"x14"Ivl Hdr. ^ 1 ,` i 0 36"oc ' Install 2"x6" acq Nailer II tl to t Revisions t I I q I� , Poured Concrete • I , lagged to Rim Joist w/ 5'-8" 8" 10'-3" 14'-6" 14'-6" 10'-5" i ' Foundation Wall o I 418/09 State Variance Application 3/8"Ox4" long ® 12"oc ' , " I , (see plan for thickness) ( for Porch Floor Attachment 3 0 Steel Column 3 0 Steel Column : I 4/28/09 Issued to Building Dept. (typical) (typical) Asphalt Oamproof'g f , To Grade �I L-------------------------------------- -----u ------f-------------------- -------- i k (3)14"xl4"'IvI nY5 zh (3)1 4"xl4"1A ---------------u i Provide 2"x4" Ke o' =EI __ I t 'd Flush Gir{der Flush Girder la --_— -- —_— -------------- n x -------------- L ------ -------- ------------------ ------- - - - - - - - - -� I r � fn � �nzkr I - � r � I , , t , Iv �?`� k kx � ' � 1-x r r 1/2 Premolded Filler , _ I I ----------- I ; �., " i I At Perimeter of Slab Top of Wall r r rr ' t rr " , ; L_ J . . _. .n _ . 1 ' { .,o ( 7—4 2 x6 acq F.J. N I ,. ,. 36 x36"xl8"dp. 36 x36"x18"dp.o 36"x36"xl8"dp. 1 I o = I I Dn. 24" M r ' 0 16"oc t ' t ' Cellar Slab �I --------------, I -------------- 1 P.C. Footing P.C. Footing 24"x24"x12"dp. P.C. Footing , I teco to nailer & bm. -� , I) � P.C. Footing (see plan) 2'-10" 10'-4" 10`-4" �--1 I w/ T-Max Hangers I 1 - , a r ,?x� I •' iD o 1 » Itl 1 u' 1 ' 23'-6" 1 ' 6`-4" i ; 2 Screed Coat t ' + k, II i I ' � . 0Q- °a t I top of slab to be level O _ - t (2) #4 Rebar , (2)2"x6" acq with exterior finish I 24"x24"xl2"dp. 24"x24"xl2"dp. ; A. i Compacted �• a �� 1111�ni 'I' i rt• No. Date Description Flush Header grade at foundation lu I P.C. Footing 1 ' ( 4 = p t P.C. Footing g : , Clean Fill *� I 0 perimeter III 7—5 7'-1 I , " o Top of Wall 1 o UIXCA�QTED t ; i' > It ; t 16 Project I =� Dn. 24" 1 I I 1 ' > > a > I Typical t,_ 111 0 L� I I 0 S:Ell 0 r'- l.� I( 0 L- 0 ' l o 0 o II o Proposed — II _ I Foundation Wall p 8" r " 81 ' r n I t$n X III 3 x I) 3 N 7 X 3 X ft 3 ; I = f _ _ Residence \ I v ,-. � II To of Wall - 6 4 15 $ I „�In ; n � Nn = I P -. .� .. v v�I = el. 10 :. , :3 For Install 2"x1O" acq Nailer Richard lagged to Rim Joist w/ i t S-0" o.c. 6" min of 3/8"00" long C 12"oc 12 max. _ t ( for Porch Floor Attachment 11 , M ---------J L------------- ----------------------� i In 00 I� ' 1 TYPICAL I X Wendy I L———— 1 0 ,A I ll r-------- I I SPACING CORNERS 0 1 36"x36"x18"dp. 1II 1 ---- -------; r i I �, E 0 3 0 Steel Col. I M I I _ _ __ _ __ ________ t P.C. Footing YO (Steel Column t I _�{ i .°• r--------------------------------- — — — -- — —1 i r �—s (typical)} I =—L — —=— —_-� r--sr-� (typical) t i0 N Bosworth ` �{ ♦ N 3—4 I � v y� r----------------� I N N� , : L----1 I I I (3)13/4 Ax "Ivl 1 , , I (3)14"x14"Iv! .x l , 3' sq. Washers & 4553 Wickham Ave. = Flush Gir I - __________ -- , Flush Girder t' rkr ;n I ' �, = xx.. , ---- --, In.nx.R y .. x. t `�� Mattituck N.Y. °Oz _____-� I ;� I ' I L-, End Nut Setup -' �- 1 N ' t I t 8"x16" Pier 36"x36"x18"dp. ; i A.C.Q. Sill Plate 24"x24"xl2"dp. t r---�-, i r-------� _ i P.C. Footing i (see Found'n Wall Dtl.) Town Of Southold P.C. Footing I a, ' L----------------------------J 1 I , I = 1 , i N , /8" dia. Anchor Bolts a - •�o -...• ';: :_ - - - I ; (Typical) E� Suffolk County To of Wall I 1 t L—=--- ---------------------------, ' _b p rr , 1 Ui LXCA\/A E_a , I -� I 1 , I E Dn. 24 , , , I 1 I „ , t __ it .. -T - 0 $ = 1 '8" P.C. Found'n Wall 8 .. Drawn By: -- W.. t ; 12'n 9" 13'-0" 3'-3" 6'-0" v0 6'-8" = 22' 1 15'-6" '� 1 , !Ili 1 , o ® I , N i M.A.M. A !!.� � . =+ ' N t : ► o ; i Anchor � �+ ('� Checked By: L �• • I %; 6"x6" acq post (typ.) ; i =a fin Lr o Bolt LJ tI t t I o t S.G. t, 00 i i 3 2"x10"arc —Low Girder— — — — — _ — I , _ ® I i - Not To S ca 1 t,�.- y 00 ---—------------ --- --------------- n" ---------- --- I ' I r l t --.-- N I I N _ r J---------- —I _ ..1 1 1 ----------------- ------ --- ' ---------------- ----- j !/ Top of Wall I i Ct'A.GZA.Ci E _5LQE �_ ; i L Sheet Ti le : V Dn. 24" i 1 4" Thick Poured Concrete Slab w/ `v ; \16" Dia. P.C.(min.3,000psi) Piers F I �6 t I # PP I On Undisturbed Soil, min. of 36' Below ^ I , 6x6 10 Welded Wire Mesh Lopped •:_ I V t ► min. of one full mesh & wired I ' I i I 1 I I Grade. Verify Top of Pier Ht. in Field , �------------------------------------- ----- ----------- --- together ® 48"oc over 4" thick base I _: 1 install 'Simpson' Post Base, see detoil , 1 Lap Building Paper 1 I course consisting of clean sand, 1 over Deck hashing 'an I ; ; gravel, or crushed stone. Top of Wall t ' Pitch Slab Toward Garage Door ; drop down I i o I I a min. of 1/8" per foot. , (1 —6 ) i I Note: Install Aluminum Deck a \ F ■ ., - Details t See Sheet A-3 for Flashing over Nailer $$jj f retaining wall drawings v 1 Foundation Plan Date: Job No. : , Rim Joist March 21,2009 0907 of I L---- ---------- Install ice &'Water Shield _� over Plywood Sheathing -------------------- ----------------- ——— I to Approx. 8 —i2" above ° � ACQ Nailer Scale: File Name L ------------------------------- a 4 _——-----------_--__—__•_____� Decking ! _ _ _— (see plan) _ As Noted 0907-Constrn C Hot—Dipped Goly. or l S.S. Joist Hanger ° Drawing No. : 24'-0" 33'-6" 16'-10" 6'-6" 3/8"Ox4" Log Bolts ® 12"oc staggered top & bottom 80'-10" ( bolts to be hot—dipped gals. Detail i l caf [deck Ledger :-2 3.. = 1 ._1 WilCHAEL MACRINA ARCHITECT , P.G., A.I.A. a 8" FINISHED GRADE I el. 9.5 . o C- N \iX c I No. 4 REBAR @ 2' O.C. D x No. 4 REBAR 409 Lake Ave. ,Suite C St. James, N.Y. 11780 I @ 2 O.C. I>p FINISHED GRADE phone (631}686-6585 - I I ! house foundation n. fax (631)686-6786 1 1 Top of Woil MEMBRANE WATERPROOFING - email MMacrina@optonline.net 1 el. 10 SEPTIC SYSTEM SIDE c web MMArchitectpc.com ! I p These plans are an instrument of service and are 1 the exclusive property of the architect. Infringements of the concepts and design ideas ! 1 1 33'-8" presented on these drawings shall be prosecuted 1 14 to the fullest extent of the law. Copyright 2006: I I 1 Surveyor to Verify Exact Dimension p Michael Macrina Architect. All rights reserved, no I 4 part of the plans may be reproduced without the I 1 I (,,, expressed written consent of the architect. I Top of Wall I el. 9.5 0 ii Key Plan : p0 8" Z I I I j j ! D • I I t ! 1 No. 3 REBAR @ 12" ------------------L --------------------------------------------------------------------------- — a �--------------------- ------------- I r O.C. c 00 2„ D c 2" I ---------------------------------------------- 1 p N /> I I I I No. 3 REBAR fl 18" O.C. I 1 1 I 1 I t I I I 1 I 3=_0 „ I I 1 I 1 I I I Typical Retaining Wall Detail Revisions I I t 1 1 1 I 418109 State Variance Application �• — —�.. 4128/09 Issued to Building Dept. 1 { 1 ! I 1 ! 1 1 1 I 1 1 1 I ! I 1 I 1 I ! 1 1 1 I I 1 1 1 I I I 1 I I 1 t I 1 1 1 I 1 I I I I 1 I I 1 I 1 I I 1 1 I 1 ! I I I I I 1 I I I 1 t typical 1 No. Date Description I I 1 I I I Project 1 I I I 1 1 ! ! Proposed I I I 1 0 0Cn I I I ' Residence E ' For 1 I 1 I o x 1 I ► I w w ! I I ! ap Low U.) >0 Richard + I 1 1 1 + 0 I I I 1 I I 1 1 a Wendy o I I I t o > I 1 I I > I { 1 I I 1 I Bosworth I I I I I I ! 1 I I I I I I 1 1 .. 4553 Wickham Ave. Mattituck, N.Y. I I 1 I I I I I Town Of Southold I I I t I I 1 I I 1 I ► Suffolk County I I I I Drawn By I I I ! I I I I I I I t M.A.M. 1 t Checked BY: '" '• , S.G. �. 0 Sheet T tle I I I I I I 1 ► I 1 1 t Re. ining I I 1 1 I I 1 1 I I 1 I Wall Plan I I 1 I I I I I I I 1 I I I 1 ► I I I I Detail I I 1 I I I 1 t I 1 1 I I I t 1 L—————————— —————J I t Date: Job No. : 0907 1 •- . I L------------------------------------------------------------------------------------------------------------------------------------------i Scale: File Name: As Noted 0907-Constrn C +�50'-6" Drawing No. : Surrveyor to Verify Exact Dimension 1 - 36" tall railing step MICHAEL A-8 ast PY01A C R I N A 28'-2" step 14'-1" step step 8"x10" Doug-fir Low Beam ARCHITECT , _ - ---- ---- —__-_————_————_ - —--- ---- ---— ---- --— - 'Simpson' HDQB ❑ P.C., A.I.A. ---- --------- Holdown o I i 97'-4� i I d 14'-0" 13'-6" 13'-0" "' I I 10'-6" 12'-0" I 1 20'-0" 14'-4" 7/8" dia. Threaed Rod I 1 6'-6" 6'-6" i 2'-0" 4" 16" 6'-0" 6'-0" 4'-0" 1 i 12'-0" 4'-0" Embedded 12" into Concrete ❑ i A-4 i 2'-3" 1'-9" ' 6'-0" I 6'-0" 1'-9" 2'-3" w/ 'Simpson 'SET' Adhesive - - CDH3060-3 I Foundation Wall of ^ ❑ o' II Detail Connection 14" TJI-360 F.J. 16"oc 1 -� I - Not to Scala P�Cfl '- o 409 Lake Ave. ,Suite C !� o o �� _ ® i Locate at each builing corner St.James, N.Y. 11780 I MVNI and each garage door post phone (631)686-6585 f symbol - ® fax (631)686-6786 = 1 email MMacrinaC@optonline.net optonline.net A-4 web MMArchitectpc.com CDH2050-4 These plans are an instrument of service and are to 0 /�� - the exclusive property of the architect. ,,;;;;,,.; o Infringements of the concepts and design ideas CDH2030 CDH403 CDH2O30 post --- 3 m 7 " �" CDH2650 �I window ;y: CDH2650 N� presented on these drawings shall be prosecuted _ Low Bm N' s; the (lest extent of thelow. Copyright 006: I co — — ---_-- —_-- — --- _ --- _— --_ Michael MocrinaxArchitect. All arig is reserved, no (3�1/4 x11/6 Ivl -sea <- <; a t — — part of the plans may be reproduced without the 3 2"x10' FD12070S N N FDI2070S impost impost (3)lY"xll%"Ivl Low Bm post j I o expressed written consent of the architect. 0 FD 160701A 1 t tern I. tem I.- „ - - - - e an : : �% _Hdr. 1�' ;}; P• 9 I P. 9 (3)1�'4"x1 'Ivl Low Beam Low Beam I f� � ' ! 6" ## , 1 ;"'" impost "I Ipost to I 6" I .� i 6" ' 6-L,1 ,� 6 1 1 I 1 1 1 6 1 �1 _ 21'-6" F 11'-0" C-0" 10 LO" 12'-6 �� 1 19'-0" l to = 0 wolf I I I III I t I , A-4 rj a (2)13/4"xl4"1 A 1 j - 1 AWN3426 `�' Flush_Hdr. Mal ovenoq� 1 , I j I I I I I J �" ji � � j � —�-- — — 1 � Itt' ii = , „Install one layer of 5/8" type-x gypsumN120" \ 32 12-0 I I wallboard to all walls & Ceiling in Garage N i t %i/,- y I 15al;_44 %JT I j L - - _- 4" 0 3 „/ _ I I III,----------------- — p CO & one layer of 1/2 type-x gypsum v1 �., ���' miw. t 1 I t uu - �� �° i N +Z wallboard at all interior house walls common ii S-2" 1 " I I 1 ,,_ I " I y { R4, 0 ii 4 Firebrick i' Install 5/8„ Type-X i ' 1 - 1 1 „ 1I�1 tY`;- p c0 p y' p 1 % U rn c� M o to the garage. T e & 3 coats spackle II i Gyp. Bd. to all t I °' i ./" N z 1 walls & ceilings in 1 P Y co utility room . freezer ---- i ------ _ --- -� I U - ® `° , `� I l G1.lEJT `` b 1 o 'Cr) AA Flush Hearth bEDROom � o z 1 ,YF 1 M _O 0 t _ t i 1 t = tilt I tD _ 00 - ./ \ n' � � 'DI _ I o r o DW i I Revisions . = 1 I I Note: 4'-8 4 3 DW --t-- ------- -- ------- - ' ��`J� N Co 418/09 State Variance Applicatidn o � LV - 1-- ------- -- ------- Finish First Floor , r Co F '-I --I-- r Dc a� ??0'I t � I tit \+ to be �t el. 11.5 S.D. 'b � 17'-10" 121'-4" 4' 2` 0" i i \��i a, '` 0+ " .r 4/28/09 Issued to Building Dept. ( \6" t, IT I �t`IS I 1 F AG `�� �G• i i i i (3)1%4"xt 1%"Ivl i Low Beam I i post ���`�� 4 �`1�� N (3)11 x11/$ Ivl Hdr. - I 1 " _ post \ _ N a � 3 1 "x11 wl �F• / / I�. 4 a � 10'widex8 tall garage door _ \ _ (3)1%4"x14"Ivl Flush Beam i post _ post 36„ �; __ low Beam I I 1 t post i /; (3)2%10" i o l l l + message center --------- " ( I Hdr. I N 1 1 i i N pantry open i i `D i i .0 1 CN pan ref. n shelves � S.D. � co 1 1 „ _ I t s cV — I A-4 A-4 11 36 tall railing .f ao C.M. I I �, ( i i l % in t l _ (3)1 "x11 WIvl (3 1�"xl l%"Ivl low bm. o `o ---- ----- "< M o to 3'-0"' 10'-0" i i "10'-6" 1 �" ---ow Beam -� es ! r i `n - - -- _ t I— -- ■ L B _____ 23' open shefv o Date Description = ti p� staked Project { i - o °O M % washer/dryer F - _ I r o a o ss N 6° M vent thru wall I _ I r a> oo _ �// ii / 7'-0„ 4 6,_8" " _ 5'-6" :.,,y, . Proposed 14" TJI-560 F.J. --- - - - _,: t `° \ v {^ `fl -" (2)1%"x14"Ivl Flush Bm i `o M, , 16"ac " -� Residence " �� l I 6" 6 6"I l r,l g + 6" 41 6'-6" \ 16'-0" 18'-6" 5'-6" 14'-0" 3'-10" 6" ��' 6'-0" For 6„ nl E (3)2"x10" I I I,+—(3)2"xl0" 6" 1 1 1 I r j 1 Install one layer of 5/8" type-x gypsum n 0° Hdr. II Hdr. , T post I 1 A-4 wallboard to all walls & Ceilingin Garage ' �' " t o #I Richard j & one layer of 1/2" type-x gypsum '� DYER °D o c° wallboard at all interior house walls common y % ? _' F- d o a to the garage. Tape & 3 coats spackle I d r) o Bosworth ,.. .,;ei•„%1/.,,, ,,,..r,.. . „'m'"..'- .., ,;. ',/.: ::%l,. :r/. ;l rG: r„ ,✓/z,.. r. `II ..i d' ;% 1'�V�.Q Q O /13 C.) 1. CD -Cal 1 NE .' =III 1 I I I l I I 4553 Wickham Ave. I I 1 t 1 I I 1 % e 1 i _" �' %% , iV lit N N Mattltuck, N.Y. l i I I I 1 1 bench J` S I 1 1 I I I I I ;/ 1 ��III I 1 I I I I I 3 Steel Col. d - - - - - / '` ------- ( } z "x14"Ivl h Bm =L L L—L L L—L =_ - �" AWN2030„ � 2 1 4 Fit s `V _ L " " - - 1 4"x11$"Ivl I } Town Of Southold o (2)i x141v1 Flush Bm. „ ---�_------(3)_------ Low Bm.--- S.D.a - - - - - -0 Suffolk County O ^ c __. Itl Drawn By: " X (2)1�"x14"Ivl Flush Bm. �`` t^ ,; `o CDH3050-3 " " `i M.A.M. � �,A -"jj" ax 'a. i 6'-6" 6'-6" 2-9 3-3 ' . (0 trp'q., v 33' 13'-0" z, 3'-3" 6'-011 6'-8" 0 22" `D "" 15'-10" ' 6 M Checked By: 14" TJI-560 F.J. N @ 16"oc � ¢ S.G. o . : _ y POIZCI.1 to o 8"x10" Doug-fir Low Beam ----- - ---------------- -------- 0 0l 1 0 -----_--- _--- - - - - - - - - ---_----_----- _ i1 " l ,y ---------- ---------------- ----------- ---------------- ----------------------- i_ "' step She t Title . v 23'=0" 16'-9" 6„/ step _ 6" 36" tali railing step rii�.: ;ice," ..i//% O%, iiyii!�i - /�i; '; rs step egress6 w0 2 I \ Floor F31an 1 1 o �� ��� 1 step A-4 A-4 Window Headers: A-8 All window headers are to be o Install one layer of 5/8" type-x gypsum wallboard to all walls & Ceiling in Garage (3) 2N 1 On unless noted otherwise axo n & one layer of 1 2" t e-x sum "Yam+ ! RetainingWall 1 .2 � wallboard at all interior house ails common First i st Floor Plan o to the garage. Tape & 3 coats spackle Date: Job No. March 21,2009 0907 A-4 Scale : File Name: _ j„ 0 ,. mwowr .... r/ s Noted onstrn 04 / ! Drawing No. : `, AWN3426-3 A-4 12'-0" 12'-0" 8'-5" ' 8'-5" 24'-0" 33'-6" 16'-10" 6'-6" I9 ICHA L � T-4" 1 I I � 1 II l 4'-0" 18'-6" 5'-0" 13'-0" 23'-a" 19'-6" 14'-4" I I Building I Siding MACRINA 9'-3" 9'-3" 6'-9" 6'-3" 2'-6" 5-9" 5-0" 5-0" 4'-9" 6'-0" 7'-0" 6'-6" I Paper I l 46 3'-6" 3'-6" ARCH I C T ? y�� r- ---------- oe�� ❑ P.C., A.I.A. r f ------ --------------- ------------ ------------ ------------ ---------� 1 I I ! I E.P.D.M. Roofing I I ( I I CV I " f \ 2 A-5 I I 1 I 3 4 aC N CMT3050-2 co i I ( _ A 8 I i Ripped 2"x4" acq \��\ j ❑ 12'-0" ! I I Furring 6" 36" Tall wall 2%10" C.J. i % Joist - 16"oc 409 Lake Ave. ,Suite C Detail of roof dock St. James, N.Y. 11780 O o = " i I phone (631)686-6585 l - -- -- -- - - 2Q-6 - -- - ---- - 2-0" I I f fax (631)686-6786 email MMacrina@optonline.net r �O { I _ - - { I web MMArchitectpc.com AWN3426-2 9'-0' f ^ - - r - - o / " "' g PP I �- - ------------------ --- These plans are an instrument of service and are l !� I 5 4 x4.:Deckin over Ri ed r-- ---. r-----+ 1011 , „ , CIg' l N--_- - - _ - -------a°--------- -ACQ_Sle!e ers_over_E.P.D.M.-Rubber - ----- i--_ --_-_s_-_._�._----- -----1 Infringementsthe lusive of the conce of htsaand,tdesi n ideas I r---- - ; ^' ----- ----- - ------ I I resented on these drawings shall be prosecuted -Ttoofing-�yerPitched-3/4"--CDX - - - j I I j to the fullest extent of the law. Copyright 2006: - -- -- -I ___I /, ----- --.----.-----_----- _-- _---. -------------.._._ PiyW44d-_Sileathing__.--_-------------------___--- --i L__ _ _________ ____--_ ----J L--------- Michael Macrina Architect. All rights reserved, no � «=i -- - - --- -- - 1 - --- -- ----------------- ----------------, 1 part of the fans may be reproduced without the I i ----- --u7 - - q _ i-- AWN3Q26-- - - -- CM ---- -----FDI5070IA - -CMT2040 expressed written consent of the architect t AWN4026 te k _ AWN4026S Ke y Plan : M = ---- --------------------------0 1 o I { A-5 Nl I 4 3,-2" 6 17'-6" 6'-0" 6"I i'`' 0 16'-6" ' AWN3426 / —j IT 7 6 i — ! I { Ad 0 f f CL 2 6 / ---- -----� i, �36" I 12'-Q" 1 sn I i �J U ( -------------\--J �- ---------- \\ ---- --- I 1 -------- CL _ ,c� E5ATazooM I \ 8 Q01) j t J5T0V_Aq E_ Q 'n Y CL�SET ( btmwom i \\ OPEN N �I NI I 1 _ Direct Vent -' Gas Fireplace Install & Vent ���V \n % �Et?ROOIV) as per Manuf. V //� -� l U U y/ n nA n " n % U U 8'-Q / 7 (. .) ?% ! U p 3 = 2-6 5-0 3-0" 10 5 6 5-6 _ ! Cig specifications r; o T „� _ - N� i 4n "= 4n " = tp in f �C Q1 (� N I / N o � =x N ® +o� CL o, I 'f Revisions . ! in a S.D. Dc � � " ® \ \ � o,. i 3 �gp ` Application ME- I % _ 36" Tall- , --- ---- \\�\ Railing _ �r \ 4/8/09 State Variance 1' ` `\ �/ rrx� i 4128/09 Issued to Building Dept. 20/1 A6 \6" �/-►`t- I I"X / S.D. f \\\\ [(3)14"x14"Iv1 Low Bm00 M.C.M 11 I t I ! n n _ \ N _ y.2 2 x10 ifl / I O I I 3 ' x14"Ivl Flush Bm - ----- -- 31 \ I Hdr. -- Ti ----- 1AWN3426-2 i Asa `D 6" „ 12'-10" / \teco \post teco-5 post ( Hdr. �0 1,r „ lb X I 9-5 3-t 1 �- ,", a' ,� o No. Date Description 4'-0„ n i / \ w f l M ': �o � \ �3 \+ \\k ^ +�Qa a wU _ y1. / °a �� Project ect� 24"x84" +� ffn) C.M. . All, Pro posed A-5 S. wn #2ATTIc Residence o 4„ i N ® 6" 36" Tall Railing 6" ' o t + 23'-6" I 6'-0" 10'-0" 2 5'-6" 14'-0" ,/� 6" 3'-10" 6' 0" cam, For I i I I Cl , I Opcil 00 To Richard & I I o, �EtZ.S o LA�IzY o 2'—sn — t i E5-i \\.I. CL1J T T 6" _ � _ Wendy I i I I d ventryer I WM to i! I It II i2 C�7x 10 exterior " C C.J. '2"x10 C.J. -o 16"oc Bosworth I --- ------ I +� 1 I s" z✓s zu%!" I i @ 16"oc I ,,, >�• ,: � % "'II A +� Own IiI i1I iI Ii �/ =c fl _I 6 / f;/ 4553 Wickham Ave.AhT342 4" N Mattituck, N.Y.s'_Q" S N L ---- { CMT2640-2 I I � i CMT2640-2 -- T Of Southold %':. oft, ::. -II �i window i I i e f o 1 I L - - = I „ egress --------------- ffOl n "'�" OU 4 x84' �+ County I I y I III I j --- ------ --- 2 " pkt. dr. JU k Cou ly ----- ----- —i ------------ st t j } ' ` " S-6 l I i I wL------- t I I t l t_ t a r✓ a �'. 6 15 N TO to T I 0 I Install one layer of 5/8" type-x gypsum I uL-------- I i-- ---- ------------------------ Drawn By: wallboard to all walls & Ceilin in Gara e I ---- r 9 g i iW------- < ` r' N M.A.M. 4`'� 10. P �'� iP I & one layer of 1/2" type-x gypsum t -._------- I s �'` , t~ �� '�'��� wallboard at all interior house walls common Checked B _ y: I I I I 0 w o ��.Dt 00M _ Z l to the garage. Tope & 3 coats spackle ! " I I I i t ,/ �j I ; "'�,,•+' ----''iP''- r ''� g'_p' J _t ¢ S.G. _` f', '"• +! 1 I e 11 C % Window Headers: ------------------------------------------------------ -- -------'-i------------ -- 2"x10 U. CD All window headers are to be o� ; AIR I r-- ------------------------------------------------------------- - -------------------- 1s"ac (3) 2"x10" unless noted otherwise Sheet itle 00 �I I I I I / l 6" I { % 1 I sec id Floor PlGJ�i , ♦ y I / f I ( ,.::::; ,,,,; ;/;,. , ,./ Second 1 ' , f /4•• = 11•-O'• CMT2640-2 1 CID \` Floor Plea egress window Nate: N 2 2 Required at each Zi ; A-5 A-5 building corner for 3� i 1 'SIMPSON' HDU5 \ second fir. applications Q A_g I 5f8" dia. —2-16d Common Threaded Rod nails ® 6" o.c. I MIXi i for full length of stud Date: Job No. Blocking I 1 i d Ii I March 21,2009 0907 Bl En = I I I 1 + II second floor o I I i I I Scale: File Name: As Noted 0907-Constrn C I I I ! II----------- ----------J I L------------ ---� rawt g o CMT3040 g'-9" 6'-9" 2-9" 29" 4'-6" 4'-6" � 8'-5" —_ _8'-5" 12`-0" 12'-0" 13'-61, 5'-6" 9'-0" ! 16'-10" - - 'SIMPSON' HDU5 first floor , 24'-0" 5'-6" 44'-10" Detail of hold-down 74'-4" _ --- = not to scale MICHAEL MACRINA Ridge Vent ARCHITECT , ❑ P.C., A.I.A. a >a FF 0 IV a 409 Lake Ave. ,Suite C St.James, N.Y. 11780 phone (631)686-6585 011 Fill fax (631)686-6786 FHemail MMacrina@optonline.net I web MMArchitectpc.com These plans are instrument of service and are Second Floor the exclusive property rty of the architect. - ----�-� :- - --- .-. - - -� --- Ceiling presented tdwesalNe o the fullest exentofthlowCopight2006• _-r- =li I jl II I II I=t 1 li I I I i l II g part of the plans may be reproduced without the expressed written consent of the architect. I I I t i I i I I I it i I' ` I �I I I IrI�; -' �JE ' ' '� l C -- -- i ;', r t' \ r •T I r'r 1 I - - _ _ O Key Plan : .� i m I I I 1 , - - — - �— —T I r� T T' !" I ! !`!`'Y�� "T i`T`��`I'T �f`T! ! ,-r_ i i! I- � -!' 7'Y 1�I i I �I� 1 �i I I fT I�1 i�i- I I f 'I i I M � I ! - I I� / I i I ( I i �I ! I I I °� -- ---'---''-'-i`` -i `i i r•T I—,I 1 I I i� I i I I it I k13 I11�I3I I I�i I i 1-I 1 I f—'-`ifl I 1 i I I�I I l i I I I I ! I i i 1 1 I I i I �; 1 ��•� �1 -I -- ---' ---- - ---- --- -- -- 0 I ; I -r- SIC - -- - - , - - -� '_-_�- - ', ' I 1 1 1 I I 11 1 I I I I , I I I ! '1 •I I , I I I I I I I I i I= i t l l i,i , ,� 11 1 I I I �14 I , it - _ 1 - 1 1 1 1 I I i ! i I i i I l l i l i - 1 I 1 1 1 1 1 i I I I Iil l -I I I i l i l 1 i t Second Floor 'p 00 - I i i t - - —� _ First Floor Clg. N I : Ill I f l I y -I' [ ill i I I I I I I�_.�' 1 I•I I ! III ( 11-I I I I'I': ', 1 1 1 III 1 ICI 1-1 I I ICI 1 1 I ' 11 1 1 it I I I I I ( I I II I I I t I l I I I I ( It I I ! I I I I- I f I I I I I I I I I I I 1 III 1 1 1 III I I I I III I I ' I I I I I y µ y • y I 1 _ I _ _ , _ i a i i , T is-, i i_i- -� - J--L - -i - - - - - - - - - -J- - - — - � _+ L' i i is L i I i I ! - - ! I I I _ I -I -I - -! - - I - — , = : L L _- ! ! a I� L it 1 .1�r - - I I a -- ._ . - 3 I I - - �-�_-,t-+�. — _�� _. - ,_, _ _ - .-' � .- 11 1 ! I I I� 1 1 1 1 1 1 1t171 I T I I T I I I i I ! III I I I I I I III I i 1 I 1 1 I - r -. l _J_l t -- -- "_..L._.41}r, i -: a--,-.a -4i-�!=. -.i,-J=:=,_•-__ _L-=.-`-.F�-i- �i-.LJ.». .-- I _..,i,-J-I , = ��-1..:. - ice.-- _ _ _., - r=l= L-�r:S�J_ J7 L..-1 - - — _ - - TIT j� j-- - - - I I I i' ii i I - T _ I _ , 1 I. : IA 'i I !� ii II I ! I i ! _ _ _ ----�-'-f-- 1--1---L-I-L--�-1- =- - - �-- t tj I I i I I 1 _ - i _7 Tr rrr� r 11 I , ' -i Tr;1I TI-1-11rr-, rl I , ; I , I II I i I , ! I -r 11-ri I ! r- i _ .-• z.� I - � - - i i , �i I _ J�- t _ - -L -- 1 a -�- - .-7i-L..L_ i � - : ' I , I �_L1 LJ� 1 i t F d k 1 - _ _ _ - - - - ' I ' i i ' ' i _ I I �i I ' I 1 I i �I 1 I I I'- ICI I '-1 I, I-1,- I I I-'1 I I I ��1�1 I�1 t 1 1.. I I -I�I' 'I �I ',' I' 'I I� it I I I I I I : ! I I 1 ! I , I i l it l i I ! I It I I I I I I I I l I r I I I : 1 1 1 I I I I I �1 I i l l l I I I I i I I I I ' �1 i l;l - , � �1 1' I � I �I'I 'li I �i' '!- ' I'I '��! ' i 1� I'I' I I', ! Revisions I : r, _ First Floor ,_ ;i i I t- - - I �'!� i_ j-1 -1 +i �1�t�L z I , , ' - -'--1-- - - ---i-` - I -- -- I 1 �--J-u e1. 11.5 , . � �-' y , , 4/8/09 State Variance Application ( 111_J_.1_-..1 _ 1 •�_ _ _ l i I i i I 1 '-L j-t _i-L.L �i �-d LL. L_i_, i_A1_-t _I_ -1-=- 1 '_ 11 t.•_ _ I _ AL I T1- ', IL i 7—i i_• L J� iL. _ii _1_ + I ��/ ! '_", T`--r _ - r _ finish rode at retainin wall el. 9.5' 4/28/09 Issued to Building Dept finish grade (el. 8.0') f*A_ Front Elevation east 1/40- No. Date Description El- I -- Project tau - -= -_ Proposed - Residence _ _ _-_ _____. _.�._ For — -_=:3 ! � - = - - -- -- Richard - _ - -_ _ _-_-_-- _- - - end Bosworth 4553 Wickham Ave. Mattituck, N.Y. : 1 � -� Town Of Southold - Suffolk County ' - c ��I ��L t I✓ 1. 11_V � 1.-__1_L L l J Drawn By: m i -��}--} �j"t i - M.A.M. 1 1 1 111 I l i :1E iI I -I I "-, j, �a--I a 1� , 1 1 I I i i � I i 1 i 1 i j 1 ;\ I I i I I I I l i ! l i I ! I , l i <qJ ..,T•' ,,.� - - - Checked By: 1EL I ! T� kl --_-!' -I i 1 , '-�•�=- ! I" I I i !' ; I' ; I '! ! I`T; I'i' ! i E � S.G. t — -- Second Floor `�P `??-2. - - - - - - - - - - - - - First Floor Clg. ..�� '--•---'1 ' � 1_JLl4 _ i-11L� I -_---- -- -"-- 1 �-. i Sheet T Itl -I I 1 1 LI -' II iA I j I 1 I 1 - � - -J F_ .i '-_I 1 _1 J - t-�J _J-�_ T I I I I I ; I I I 11 I I I ons! I � ■ i - �— — -L --, J I-, I ,i 1-1-1 L_1 �.1 �1�, I I J 1 �•!_ 1rl I ���1� ! I , V III i Iit i f II l i 1 t i11 I ! 1 I 11 1 11 DTI 1! I1 !-irt.J 7i 1 � 1 i��I i I 1 I_' Front ■■ ■t 'i ! � LI 1 ! t t t l 11 r,�� l�l 1 r r l 1, -1 T 1 t1 � 1 1 1 ,1.11.1� Left 1--"--._, LL�_i-�-11_ '1 1_•�l_L-.1-._� .J__:�_�`L_L.�;��"_-�--1 LL���_ J- i _J,j_y, i, I I 1 1(I I�1 1 ,1,1 1 ' 1 1 i i �� f 1 I LLJ__ = 1 i_1_I— .I 1 - L L J �J � � - r L _l � I _ _,y i' , - _ I ; i j I ii �' I 1 1 I i I I I jJ��l �I ; j , , 'i 1 i , ! , i 1 1 i , , '! i 4 I , , �;_ _ _ Ii , i1 •! ! J Date: Job No.: March 21 2009 0907 !- 1 I� IJ ,- �� I 11 1 1 i i I 1 A-, ,I, �xl ;_�i—I __ 1 ,-i l I =-•'--i�--I -! I t_ 4 1 I •Ill ,, 1. ! Y i ICI l3_ , '_ ! I_ ,�, 1 ! 1 •I 1 t i _ ' I I I L, l : :_�_,_� I i I •�j y� y_j� i Imo, ;_ I_ I , Icy -I �� __ I I _ yy__ .;- �-+- cal FileName: _LU I I I •1 I I I ! i I I , ! i I i I 1 r 1 I 1 ! I I ! , 1 I , III ' � I I� T _ e� F'I 1 1 I i 1 1 1 1 1 1 I I ! I I I I I I I ITI L. { 1 As Noted 0907-Constrn C finish grade (el. 8.0') ravel o _ - - - - - - - - - - - - - - WSW" Left Elevation South - 1/4" _ '—Off A � - Typical Roofing MACRINA Architectural Asphalt Roof Shinglles to be selected by homeowner. g over 30# felt paper ARCHITECT , over 1/2" CDX Plywood Sheathing — - ❑ P.C., A.I.A. Eave Protection " ' J= Install (1) Layer of Ice & Watershield (self-adhering r7� polymer modified bitumen sheet) from the eaves edge a �- -- to a point at least 24" inside the exterior wall _ line of the building. -- - — _' 1- ...imr, V la 1e-s - - _ All Valleys are to be open w/ Exposed Lead-Coated Copper =1 over (1) foyer of Ice & Water Shield. (see detail) 9 . � - Ventilation ❑ __ =- -_-- = All Ridges are to have a continuous vent. All Soffits are to have a continuous 3/4" vent -- '- --I'--- --- -------- - ------------------ 5 - 5 --9 a_ r ��I- (see eave details). - 1f_ _ 9 __ - - __ Ii _— ��_ - tow Sloped Roof Protection (2:12 to 4:12 pitchy 409 Lake Ave. , Suite C _ --- Install (1) layer of ice & watershield over the plywood St.James, N.Y. 11780 J•_ - �_ ,-� , - _ sheathing instead of the 30# felt paper. -- -- -- __r _ f II phone (631)686-6585 Fasteners fax (631)686-6786 - -- -- All Fasteners are to be corrosion-resistant with a email MMacrina@)optonfine.net minimum penetration of 3/4" into the sheathing. web MMArchitectpc.com _" Use Ofasteners for each shingle. d - =_ -- s I e an are n e These plans are an instrument of service the exclusive property of the architect. I i i i i i i i i l i I l i i i l i l - Infringements of the concepts and design ideas „ . ;• _ , - - - _ - L i T l ?"--r- j {! ! I I ! I I I 1 presented on these drawings shall be prosecuted _ -' _ _ . __ -_ -- - ' : I- �,_ - Typical Siding Copyright to the fullest extent of the law. Co , ht 2006: i i Ill' i . 1L I i i i i I I i ('I. t',,I !T'r.i__, j-{ Michael Macrino Architect. All rights reserved, no = I IUr - ®Eff � -' I - - �_e ; , i Port of the plane may be reproduced without the fii - a X j expressed written consent of the architect. Certi-Grade 18" Yellow Alaskan 'Cedar Shingles i I _ - = 11 i i ---- --'---- - ------------ -=' -- --- `�i -i-I iiii --- -- Number 1 Grade Blue Label : I_ _ K Plan I-I I I l l l I f l I I I i ! =•� - ey ��. - - _ Rebutted & Rejoined Shingles to be !IJ ;-i;i} I1 +-kl��,=1:��T1,-,I;-�, T'I1-111 a -1i_1 t_=L, i11 T�I-, i li77 �+ ).` -_i° -i__ ��_--1�,_ram y,A 114-1-i - - ��J_1_i.��i.-Li : 1..1._i ,/ ' `, ,' �`, u ��L_ .1..�. 1__LI_.i installed as per the Cedar Shake & Shingle Bureau. - " - -- - 1! I I i ! I I -it-! ! over 30# Felt Paper -J :L i I }ilk �n I , , I -ICI i�l' I I I' I- 1 l - I- :-�1-1 I T I I I I -f I ' III - -- - ii ; : , I , JLJ ___ - _- _ - over 1/2 CDX Plywood Sheath g : i'i , : i , I `I , Ij. ov t - . i1 l i Ti i I i I I i i ;-i I I I I , 1 `1 1 I' 1 1 1 1 i I l I I I I 1 1 1 1 I I 11 1 I_LL I =L LJ_.1._L J1_1_1 1-11 L 1-,__L11-1-�_L l.l_L_ _1=L I_!._L.i_� I ! i yy i _ __ - _ _ _- _ _ i ;: install 1/2 ACQ Plywood Sheathing at Base I - I--1--I A--''-'--- t „ ; Imo-1'-'-- -- L '.�—J.—�'-- ; __ ' _�- - - +J-i_L_i_i �-;_ -- 1 ��_ �.I I I I ! -'i 'a , , 1J_;1--t -l--i . , -� -J.- - - - --- -; -- --- -1- •- -'- -' ' ;a ;--. Second FloorExposure . . - - - - - - - - - - - - - - - -= - - - - - - - - - - - - - sure To The Weather _-- . - -- 6" Expo ! i -~--~� �- - I FIrSt FIOor CI - , u S-:-! �: _ _ Corners - ^I itI i i : iI _ __. _ - - - __.-, -._1' - - _ _�.. ,�,,-I:- .1.����_.__te a I -T- +-.. +;» -- T -- - - z� _ -� - -] - �-' Weaved Outside Corners & i ' : ' ii ' ' ' J_ �_I 11 1._ . 1 I__ I ' _i..._ ,.�, -�_,_1_,. . t ', i i. i -3 1�1 L - - - r'I` ��-1 I' �I i I� I I I ICI I , - - I I- r` '�� s I r; 1�T I I I i " I I i �— 1 I - _ - -_ _ /4 square block for inside corners 1 I I, I ;_1__A-1---1-'1- II -I I 'I 11 ;--I Ill-'r _ 7 i _1 - - - - - - - _ - - _ - _ _ - _I- 1- j__. _, .__ I -I I I : , LI _ _ _ I _ - ,1 � , I-I 1 -I , t ! i { I I I i i ! - - - - - ! I I j i ! I i i ! _ n-� - I �, i , I i i I 1', �i 'i 'I I', i i' 'i 'i i' 1 +' „ I I 1' :I: �t. 1 1 11 . 1'I; - r - 1, ; - -- -- -, -- - Fasteners -, 1 - _ I- - _ LLL1 1 : . _� I,_-1 _ _1�- i- . -- - ----- - - -- -"-'- LL ' ! -- - - - - - - i=7.=_L_.`=-'`._J._.1=L_'1'--1-1--t--'--'-'-`--i-i.--1--L=,_i.. I=.;i_-'-_I_i. ;.---L-- ,_-}-IA--I--�---_1,_L1-i --� =LI -i- '--L,LI.i._i_ - �, � =L-I 1 : i � -1i -- ' -; , Attachment for each shingle shall be held in place inc-coated stainless steel or L1L1L k 1 � J l by two hot-dipped z -t Tl- _�--L;�-(I7 r'j"1_"T r'f �-�='�i,_r - - - __ _- T - � -Tr�TT- , 1' :r--rT�r l'TT'-i_. - 'f-T -r`T�-r-'T-`t � � �� i I . : i I L._L.J 1 _1; - : =I ; ' i I.L_L_:L, _I _L, -, I 1'Ti-I, ! , ,, i ,,i ;, ; .l ; : , ! !, _1 - ,- :. ,I; aluminum nails or staples. The Fasteners shall be i i I i i i i iiiLIJ j i - ! i i I I I I ! l ; ; i 1 I i t j i j 1 i 1 1 j i j l ' I j -, T I --: long enough to penetrate the sheathing by a min. i Ti : i I1 ' I ill T I I , I , . . . . . . . : . -` -p be overdriven ' I , � 1 .. , 1 I i I i � � I�� �, ! I I,i I_,f fii I i�I �I-i� .-,1.� � 1� ��1-,.''� I �� .�..�.. ..:....._--,- �� -^. .,,:- • r. I ,. - LL 1- L _ !i L_ i i ii i i � i ! i ' ! i ii i i iii ii i i iiii i i1 i of 1/2" and shall not I 1. I 1': 1 ,-•-----1-r,I 1 1,�I 1 1 r L,,.: !-,!II 1, ,1 1 I. ! 1 , I t_1 -�- ' Eft - ,' ., - r, - -- - -- -- , . - -- --------- ----------...-_ _.1---------I— _-T---- '--- ,---'---- : IL 4L i .� ,.ems - - - �_�__L, 1--- ---- - I I - ! ' '' i I ' ! ' i i I 1 1 i i I I i l 1 I I KA_"- I-I I LL� 1 1 _ i I i j 1 1 I_ --- '_-- ___-=: _ -- -- -' _-�- .�_ ;. �i_-.-L_-, i ;I 1 i , I I _ _ _L_-�-=�_,---�_;_ ,__,_I_�__ i i=,_'-'_-i IIII -I-- Staples shall not be less than 16 gage and shall — �--� -- - - - - - --=-- --- - -- - --- ----------- - --- - - — P 9 9 --- ------ -- --- ---- - - - -- - - . . . .�.. -- - , . 1 : . , I , I , . I : i ; . I , 1 , , 1 , , . . , , i _ -.___ , I ,. - - - - - - ---- - „ I i , I I I 1 r r --- - - --- - - - - - ...- - ' - - - - - , T fi y 1 T , , . �t , T _ ram-, T I 1 1 i. T have a crown width of not less than 7/16 and i' - - - - - - L - parallel �i h crown of the staples shall be a a el with �;' , i.-��4 —'I '��; I i '�I ��i- I I I i�, ii I �i ,'�il��' to ;I ' 1 I' ; , ,I ' ! P P I -i ,� -'I �I �I 1 I I :I 'i!h 'i ,i i , ! , '�I j ,'n - i I I ' I-I ( i i i i ,1I I! I 11 1 1 1 ;l l �I I i l li I ; I� 1 i ! i i i i I . � , I hI 11-I f I l I I ILLl .I 1 1 11 ! i 1 I I i i i I I , I I1 i i i i I I � i - - - - - - - - - - - -- : : T-�: - - - - T �� - - - - - - - - - - - - - _ _ _ ,�� �h ICI ' .-1 :1 i I h butt of the shingle. Revisions . I T . the b I : i == -' -, __�-j! I�"-"- - {_i ! I ems-- ��1 �_ - - - ---- I 1 1 - �_-__. � �.� _ _ _ Lj:� 9 I I ! I i I I I I I I ! l I , I i I ! I mo ! i ; ; i i ii I 11 , i I �I " . I ! ; ; I I I I I I 1 1 I I I I�, , ! I 1 , I I I . I 1 I 1 I , I I I I I I_,�,_"`*i 11 1 I I I 1 : , I l i I , I 1 1 i ; I ' I I , I I I I I I!I I , i I I I I I I +IL I I I I I 11 , I I I I I I 11 1 1,+i l i I I I- }; I + i'I , 1 t1T IT 1 I I I I i IT= I I 1 , I I f , I I I i,i , 1+I ,'I I I I I I I I I I I I I 1 : I I -__-gin__-_T , I �� ._T _ _ - _ _- - - - ---- -- - - - -- - - - -- - - --- -- - -- - -- - --- - Installation 4/8/09 State Variance Application �__ i 1 1 1 11 3 �! I i I I i l l l I I I^ - ^^ -! -I i .1 t - -T T - 1 i i " T - I - The Bottom Course shall be Doubled I , ! . , , /� p� �_ l 1 T�T',-,,T _ _ TI _ l 4/28109 Issued to Building Dept. „ , I . . , , - - - -- - - - - - --- -- -1 _L 1 i , 1 I �_11 i ! I i I I i i ; i 1 i ! Tyr � . ... -1 i i i i i I i 1 1-1-i I-i iI ; i i I I-�i~" -I�I�i� I i= .1 I ,� !ii /� fI—/i' finish grade (el. 8.0') Flashing For all Horizontal Wall to Roof Intersections, -�j 11,111 I Rear Elevation Install Aluminum Coil Flashing. west For all Sloped Wall to Roof Intersections, �AAIiiwi�iitiill 1/4" = 1 '-•O'• Install Aluminum Step Flashing.. 10'-0" No. Date Description 1 Project : � - X - u� - oposed P r Residence I I I I ;/�Xz NK - - - , - - - - - - - _ - --=. For _ L_�] 1 - va . a . - ... - �P�7:lF!�,_� Richard & - . _0 I - - . I --- .4 r- - -a---. - -a . -=� � _ I - I I L_�� ViI I _�L I ___ L 11- _ - - '- - -- en vI -1 ` 11 -11 -111 _ _ y •-1�],Z--��/� I I I L� - V� - _ - __ — I I IN _ -ifqBosworth I , -_ --I- !E.ol I -, __1/X - - - _ 5 -11 - 1 - - - - I _ _ _ 4553 Wickham Ave. X11— — _, Mattituck, N.Y. ' 1i A - - - - / ' ��i 1 - I - - = Town Of Southold I,1, 11 --II �j- -1 i- l-,---- _ _ _ i.I. ' I �� � _ - Y i 1 .=_I�= M 1 .. ! - - - I i'� ' I-I - Suffolk County 1 : 1 „ 1 _ _ i.,11 i L . ,J_-�-l--4 1 1 .J �' 1 - - 1- 4_J..1--1- 1 �-E TLik ✓r>r z'_1,,- Irl -}-_ a_a..--,a-._i E.� -E�>___!_,�d.t-=,--L _,.,� 1i_.t.te- i.{r�'- t-f.e ,_I�'a�i : i . ; i �]\ _ ii \ _ i 11 ' i ! 1 I t.;_�-_ -�-i tt --,-L l._ A=11 ice;. L i I I I I ' '_ !l I I I I I - 1 II-''- -I1- - - -- ! I I! 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I 1 II Ij, 1 , I_ , I I! it I . - 1 I _L_�__�� _ -:__.__' _ .__-_• --- "-_. -_ -.--.- I i-- ,i .,._ - 1- - __ -- __ -_ - --- ___ __ -'j-i -_ �1 -_ -i-11--I--t- _ i ' -L�r -I--t-�.-�_T-T>-- ? - - - �-b-J-1-- i-1--.i-3-1- i_ �a-}--. -�- - 3-.�.�-1�—_ -�L. -1--} -�- -.- I .k A _- _ _ - . .,_._. --5. - 1 i-L�,_ L1 1 >-, 1 1_ -L�i1�1_ I _ ��,�� - -L1 i.1...� _1� 1 _ _ 1! • - - e air V■ ■V 11 : 1 i 11-1�1 l/—tl��'T,�� _._ _ ____ _ __,__ ___ I I J ♦ t I i i I ! l ' 11+ , 1 1 / f , I I ' _ 1 J Ll 1_1.�- i li-� �, ! � 1�11_! i�I I���-1-1�� L_1.1--,1�1,_L_1- - ___L 1 11 - - _ _ , - I -1 j I , ♦ , ♦ -I---' 1'- ' 1___L -i 1_i i I I 1 _i- 11I 11 i !j i_i i11., L ii ll_ I I 1_�}it . . ii : _ _ _ ---L- -i -z -1 L' —� -! - - - --` - -- - - - - Rear ! It j_� 1 . 1 : ' ' i i ( 1 ! I i ' ihllJ - _ J II i I I i�i I ' I� �� ( I -_ i1_I L�- \ 1 \ Li i - .1 I ---r-i-1.�ram'-`--1s-- — L: `\ -- - ___---__ -- - �_ _ . ._.:_,_ ._.. -• !I i i 1__1 i i I I i I I�i�1 I I i i i l ! 11 _ l �i �_1 i;_i I I�_�____ I , I I , i l i i i I i , i i i 1I 1 i I I' i t l i i l l - - Right - - �i i i �i' „ _ _ ..... .� I I I I!t ;_ 1 I i i I I I i I' J i 1 1 I I .i .i I i � I I 1 1 1 I 1 1 j 1 I i- j I 11, . I j il� Ly s I i I I n��i IL_�� ,—, _ J __1 - i - - - z _ �>�_ -- �r�� - _ - - 1 -_ - - - — - - - -- - - -'- - -_- - _- - - ---- - - - - � - _ 1 :. _ _ �, 1 I j 1 .-L1 . - - I - - :' -- _ --:_ _ '. -- __-_-- 1 1, 1 L I, I ! i I i L�l I i I I `li_�1.L__L__-1-_111 'l_-L_-�1._L L-1_1�L_L'- L. '.; __ _ �. ._l._L, .Ll 1� L I - i I IL-L I I i ; L 1 I. 1 , ' I I . 11 i ` ' L - �� _ 1 _ _ •-. _. _ _,..,_ - , " -- �T -- -_ -� 1 ,I _ I I I I . I I 1 I 1 I 1 I , 1 1 : I I , I I I ! l l 1 11 - 11 I J, `,-'I. I - ,_ 1 1. 1�I I I i I I I I I-I 1 1 i ! I 1 1 i I I I� I : j I I I ! 1 ' I I 1 i 1 i „ 1 i I I I - 1, , �_ 1 1 ! L 1 l- 1 .1 i 1- 1 1. , I ii �i I -I - _ _;�__ , - � _ I 1 , I : , I I i ' i i 11 1 I i i i i i I 1 i I 1 I i- I -I� 1- l._1 J* 1, .L_ 1, _,_ J_i _ - -- i - -i- -i ,___1__.. 1 , 1-L_ 1 Date: Job No. : it l i Il i i ' i _i - - - I , I , ! l i , 1 1 , I 1 I I i , 1 , 1 , I 1 I ' I I I I I I l i I',_ , Ill I ' I I I if , I- I __ _ I . 1,11 1 , i_ I III I I I 1 11 I I 1 I I i I , T I I I I 11 11 , 1 , I I I , I , I it I I it I ill , t I ' 1.1 _.I I I t 1-..dI I I . ,- I 1 1 _ _ - --.r .1'�Y-r - -'--a-e-. :,iY v4a--.N-r**�-.ir,�--�Y� Y-`r'+rt.--.+- Y4-_.-^-•--1- ••'-r�r r� ,r, iW-.:-'-4%+-e.'r'1-t..-..{�=-' ',+e`�r•. `Wr•, ., 4 !ah-� —ear+ YLr r++_.,-++�i., -� „�r� - _ 11 11 1 1 ;_1.�1._.,_��__1-.__l._1I . !_11-_.!-1-1-!-_i L 1!l,_!�i 11-:-.1_11'I _I. ._.L_.I...1.-7 ,_i-7-U--I-ii_! 1 1 :_iJ.LLi__,_.�.1_I._i � 11L_w- � _ 1 �. u� -!1 --i1L-L 1 l i I J 1 a l l' �L .> 1--- .1 _1.L _1��- �_;�._' --- March 21,2009 0907 - - -- --- - - -- -- - _ _ _-- - - 1 . i- i i ' i i i I i i 1 i 1 Ii i i i i i ! i i i I I i i 'I I i i I i l I i i i i i i I iiii it- iiiiTi' i I i 1 / -,-,- 1 ! I l l I I 1, I l i j i t f i I l I h1 � i l ; i i i i i I_i - I I �LI , 1� 1 -1-- - ,__ c T J ,,i i �, , , 1' 1 i1 I I ii 1 ii 1 I : i is i Ii I, , 11 finish rode at retaining wall el. 9.5' 1. 1. _ cal eName:Scale File ST,TT'TTT1'TR2 I As Noted 0907-Constrn C _.- .-. .._.. ...: ...__... _. . - e r_.Wr.� - ._ _ - -- - - - - -- - i finish grade (el. 8.0') D •n N . Fµ - Right Elevation north - 1/4" = 1 '-O'• r Install Strapping (see detail) MICHAEL WEB STIFFENER ATTACHMENT / 1-3/4"04" Iv! Ridge Board " " AC RINA /r/L-8-?%inimum 2 x10 R.R. @ 16 oc 2%"maximum I T C T , I z"� �+ Three 8d(2 Z")box nails, 12 clinched (Three 16d(3%")box nails at (�12 10 "� p'(;'� A'�'A. IY2„ 3�"TJT6 joist flange widths) 10 V 'Simpson' HGA10 2"x6" Collar d Web stiffener each side. es �/6 See sizes below. @ 16"oc •L Tight fit cross blocking " " o W Web Stiffener Size W Web Stiffener Size ATTIC {typ C idspon 2 x10 R.R. @ 16 oc i " " 5 " 5 " 7 " 5 " N 12 ❑ al bead' roof rafter 1/ Y x 216 minimum 216 / x 2 16 minimum s a 1%" &"x 2%6`minimum 2%" 1"x 2516'minimum a' 2%6" Bearing Wall --zz:Q5-1/2 W 216' %4 x 2 i6'minimum" 3%" 2x4 @ 16"oc Rafter to Beam 0 14" 2� Connection Detail Flush Beam (see plan) Web Stiffener 409 Lake Ave. ,Suite C not to scale Attachment Detail � YI. � Clg. Joists (see plan) Clg. Joists (see plan) �( /5 St.James, N.Y. 11780 teco phone (631)686-6585 F o fax (631)686-6786 email MMacrina@optonline.net -- I I �, "rE(L _ teco web MMArchitectpc.com 6� Lap Joint �` I 12 0 These plans are an instrument of service and are �j the exclusive property of the architect. O� " teco ggI L �'[ 1 �EDtZOOIyI 2"x12" Ledger �4 m Infringements of the concepts and design ideas Install (2) 1/2 0 Thru Bolts P `7� rh -a presented on these drawings shall be prosecuted s to the fullest extent of the law. Copyright 2006: Countersink Each Side for 12 rn +-� Michael Macrino Architect. All rights reserved, no 2"X12" Ledger 3 4 Rated Plywood Subffr. = Q part of the plans may be reproduced without the Plug Holes w/ Wood Dowels 2"x8" R.R. 4-1/21� / " Yw expressed written consent of the architect. @ 16"oc Install We Stifffeners to be glued & nailed to Joists _ rn 0 r under wall abowe Install Stud to Stud I I 2"x10" R.R. @ 16"oc o KeyPlan : Strapping (typical) i 00 m i'-2" 5 Floor Jloists (see plan) Floor Joists (see plan) ----------J i OH o Post to Beam OH Connection Detail Fireblock over not to scale I 2"W' CJ = bearing wall 2"x10" CJ @ 16"oc I� @ 16"oc Low Beam j` J/C ross blocking {see Plan) at midspan t GOVE� �K Po�vv� typical I�j2E�GF�T COVEREp 8"x8" Post Roonq I�orzc�I IY I POlzctl 3/4" Rated Plywood Subflr. 'Architectural Products Group' Flush Gird r to be glued & nailed to Joists 'Simpson' CPS7 Post Base (see plan) ' Install as per 'Simpson' i Specifications :,r. .. Floor Joists (see plan) Floor Joists (see plan) _ I Floor Joists (see plan) Concrete Slab � Post Base teco (18"� *N min Connection Detail Revisions : not to scale LI o 4/8/09 State Variance Application E 4128/09 Issued to Building Dept. Jill Section thrru house -Ell 1/.4" = 1 .-0., See Rafter to Plate to N Stud Connection Detail AILING & STRAPPING at SIMPSON STRONG—TIE EXTERIOR WINDOW / DOOR HEADERS 'CS20' Coil Strap plate No. Date Description over every rafter NAILING SCHEDULE : Table 31WFCM. . . . . • �� (Required for all New Construction and/or New Additions) (4) Sd Nails ( ) Project I j (3) 8d No (3) 8d Nails NOTE. This schedule does not include nailing for metal framing straps / (see section for strapping and requirements section for rough r SIMPSON STRONG—TIE (4) 8d Nails opening framing requirements). Proposed NAILING SCHEDULE B : {Wood Frame Construction Manual) 'CS20' Coil Strap header All nailing is a general specification it applies unless noted otherwise. A ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS RIDGE over every stud Residence BOARD p Joint Description No.of Nails Nail Spacing Notation i- ROOF & CEILING FRAMING Rough A B C D E IF ROOF N (4) 8d Nails For D B Opening ROOF (4) 8d Nails Rafter to Top Plate (toe—nail) (3) 8d common Per Rafter RAFTER RAFTER SIMPSON STRONG—TIE 2'-0" 2 (1) 2x4 1 1 1 1 'CS20' Coil Strap Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist overver every jack stud Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap ic ar E 4'-0" 4 (1) 2x4 2 2 2 2 Cut C " Rafter to Rafter LENGTH Ceiling Joist laps over Partitions (face—nail) (2) 16d common Each Lap Wendy 6`-0 6 (2) 2x4 or (1) 2x6 3 3 3 3 " " Connection Detail c i� Collar Tie to Rafter (face—nail) (3) 8d common Each End 8'-0 8 (2) 2x4 or (1) 2x6 3 3 3 3 '� Blocking to Rafter (toe—nail) (2) 8d common Each End F (4) 8d Nails 10'-0" 10 (2) 2x6 4 4 4 4 Plate to Header to Stud Rim Board to Rafter (end—nail) (2) 16d common Each End Bosworth 12'-0" 12 (2) 2x6 5 5 5 5 N(4) 8d Nails `•.� Connection Detail WALL FRAMING 4553 Wickham Ave. Notations : Top Plate to Top Plate (face—nail) (2) 16d common Per Foot A. Number of 8d nails at each end of stroppings rafter Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side Mattituek, N.Y. B. Number of sill studs on the flat does not apply to doors Gable End Wall NOTE: ( pp Y ) o 'Simpson' H2.5 A Stud to Stud La, (4) $d Nails Stud to Stud (face—nail) (2) 16d common 24" a.c. Town Of Southold ALL STRAPPING TO BE 1 1 4"x20 C. Number of full height king studs at each side of header o �7 � ° Header to Header (face—nail) 16d common 16"o.c. Along Edges / G � SIMPSON STRONG—TIE Suffolk Count GAUGE STEEL or 'SIMPSON' EQUIVALENT D. Number of 16d nails end—nailed through adjacent king stud to end Connection Detail to !°° 'CS20' Coil Strap Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud y CS20 (COILED STRAP) of header at each side o plate I over every stud (All strapping shall be installed E. Number of jack studs at each end of headers (assume double headers) o 00 Not to Scale Bottom Plate to Floor Joist, Band Joist, (2) 16d common Per Foot End Joist, or Blocking (face—nail) Drawn By: prior to sheathing.) F. Number of 16d nails end—nailed through adjacent jack studs to ° end of sill(s) at each side (does not apply to doors) (4) a s : / ='" FLOOR FRAMING M.A.M. .,r^-�c�, 1\• ,40�,��„ 8d Nails " Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist Checked B a (4) 8d Nails L Grp ��_ Rim Joist Y ,' •� a CUT (4) 8d Nails Bridging to Joist (toe—nail) (2) 8d common Each End h SIMPSON STRONG—TIE o ' SIMPSON STRONG—TIE C1 L>=NGtN Blocking to Joist (toe—nail) (2) 8d common Each End S.G. FILLER BLOCK CS20' Coil Strap a 40 over every stud a CS20 Coil Strap �- (4) 8d 'Z—Max' r;>s r`� ° o over every stud SIMPSON STRONG—TIE Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Back f w (4) Sd Nails / 'LTP 4' Ledger Strip to Beam (face—nail) (3) 16d common Each Joist t1 ;�•`' * Space one for 'r r- f.s ONE 16d �� / (4) 8d every stud Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist TO FILLER -' CLEAR BLOCK THREE 16d SPAN �II Bond Joist to Joist (end—nail) (3) 16d common Per Joist Sheet Ti le TO FILLER Rafter to Plate to Stud ' ��IIII Ii1�1� Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot BLOCK Connection Detail �+•� jI j1��1, ��� ROOF SHEATHING SewMiC� �� 16d STAGGERED Structural Panels (see zone diagram) - Notes 12" O.C. END Interior Zone 8d common 12" o.c. VERTICAL ° �� LENGT Stud to Sill Plate H STRAPPING INSTRUCTIONS : rafter (4) 8d Nails Connection Detail Perimeter Zone 8d common 6"' o.c. _ Strappg Details nj Gable Wall Edge Zone 8d common 4" o.c. 1. All Strapping To Be 1-1/4" Wide 20 Go. Steel or ° ° (5) 8d Nails CEILING SHEATHING ° THREE 16d 'Simpson' Equivalent CS20 (coiled strap) °o 10d TOE— ° TO FILLER Unless Noted Otherwise. Gypsum Wallboard 5d coolers 7" Edge / 10" Field NAILED BLOCK 2. Use Stainless Steel Straps & Nails ° plate Stud to Stud WALL SHEATHING Date: Job No. : TO SOLE o When in Contact with A.C.Q. Lumber. (2) 8d Nails Connection Detail March 21, 2009 0907 Structural Panels Sd common 6" Edge / 12" Field SHOE 3. Install Strapping For All New Construction & Gypsum Wallboard 5d coolers 7" Edge / 10" Field Scale: File Name: Any Existing Exterior Wall / Roof Replacement. o FLOOR SHEATHING (Subfloor) As Noted 0907-Constrn C 4. Install Strapping for Each of the Following: ° 'Simpson' H2.5 A ° 5 8d Nails Structural Panels —Rafter to Rafter over Ridge � O Drawing No. —Rafter to Studs m 1" or Less 8d common 6" Edge / 12" Field —Gable Wall Studs to Stud Greater than 1" 10d common 6" Edge / 6" Field Detail el^ i l ex typical —Header t0 Stud NOTE. Maximum wall height for 110 120 mph zone, exposure B & spacing ® 16" o.c. (� exterior corner post —Stud to Stud Rafter to Plate to Stud is 14 feet, see pan for additional specification if applicable. p g —Stud to Sill Plate A nOt toConnection Detail opening framing requirements). MICHAEL WIACRINA 14" fascia overhang ARCHITECT , rn s= v PC A.I.A. O> I r------------------------------------------------------------------------i I Y 1 1 I I v I 1 I I 1 1 ! I I I i I 1 � 10" rake overhang i ; I i a v� Ii 1- 1n---------------- -------------- -------------- --------------- i I o i ` o 2x10 R.R. ' 2"x10" R.R. @ 16"oc L I �, o io v t- @ 16"oc N U O I I v N I I ' � � 409 Lake Ave. ,Suite C i i 1 p Lead Coated i l I ' I I St.James, N.Y. 11780 I I Copper Cricket I 1 i phone (631)686-6585 ' fax (631)686-6786 > i a °' ; i 14" fascia overhang 10 rake email MMacrina@optonline.net 14 fascia overhang at lower roof I { , i o v I overhang 1 1 web MMArchitectpc.com 12" fascia overhang at shed dormer i i i ; -L- --------------------------- 14" fascia These plans are an instrument of service and are r-- ----- r------------------------------------------------, 12[77 -- ------------------------- I overhang the exclusive property of the architect. 1 ; 1 X 1 2 1 1 U I r , g Infringements of the concepts and design ideas I r t 1 1 1 1 1 "� I I „ 1 1 1 ! presented on these drawings shall be prosecuted ' 1 I I I I I 1 1 0 I ' 24 fascia overhang I I 1 , to the fullest extent of the law. Copyright 2006: _____J L-_ ________________________J L_-_--__ Michael Macrina Architect. All rights reserved, no I , 1 1 i t 12" fascia 1 1 10 1 1 - - ----1 ! 1 I I I ' overhang ' 1 I I I ___________ ____________________________________- i part of the plans may be reproduced without the { , OP 1 1 I I I I 2 I I I I I I > expressed written consent of the architect. i 1 1 1 1 1 I I ! I 1 I O 4'-10" 6'-0" 3'-6" I 1 1 I 1 1 1 1 I 12' fascia overhang at dormer v J 1-_________ _� L-------------- __--_I �_ L ' a) dormer II s 11 r ------- - - ---------- ------------------------- ------------------------------ 1 , L 11 Ir , --------- --------------------- ------------------ ------------ ------------------------------ 1 ir--------------^-i II Key Plan : I I N 1 1 I I l i -{ r------------ -- I I > O I I II 1 , ; j l I I I I 11 I , ( 1 1 1 O L__ __ _� i i i i i I ; i il,i `) i i 14" fascia overhang at lower roof -_ -- - NF i i i i i , I ;"� i°i 1 1 12" fascia overhang at dormer 1 1 (Y 1 1 rr O 1 1 1 1 t l i I I I I i t 1 __-__- -- - ----- -I { j o � I I I j v'� ------------J I ; 1 v v 1 1 l l O r--1�--=1' r - - p 1 r-------- --� ---� I x I I I I �O r--- { -C , L 1 .0 I t I r t I I 1 , co r-------------- I 1 1 I I N N I it I U I I, U I In fI I ! I I , i ! > > 1 I°(-) Wi I > 1 I' I - > 1 O 'II ' ? 1 O O �IIr' ''I� O I {I 1 1 0 1 1 1 1 a I o o o I p I I I i p %p III I 1 1 1 1 x 1 1 t In) I ! N a io w 1 I« v-I I ar co ; I f I o- v i II I -X II i I I I I l i O 1 1 1 I o O X I I! ' ' (�) N ' I -Y I I { 1 13/4 x14 Ivl Ri�ge Bd. ' I ti 1 1 I , tn) r--'-- I v - va v 11112 = - to 2;111 v - © I 1 ' v ' I l�11 1 v I I „ ., . 1 X 1 10 L i f t l 1 I r---� I N L I I O iD I I L cV I I L i I � I I 1 1 > 1 ' 1 1 j 1 � 0 1 1 1 1 - j I I-0 -x ® �, I - I I I 1 - _ d ' O 1 1 I I l i I I I I = =0 N / 1 I I I 00 00 I It I o N N o f I 00 I I 00 11 00 = =q I O c0 T I I 1 { { 1'a c iii vl I I p er , N I j I I 1 1 +/ e I r--l ! 1 , =x - " _ - ` X 1 I ® I I I I I , I I I I ° (2)2 X10" I-dr. I a3 _ p 1 1 I I 1 1 --------'� I '�' Range I ' `V I f t { I I , I I O f I {--- i r 1 g 1 a> .- - v I C L I I I 1 1 - -------- `I 1 1 1 I I I I l l I I - - a t 1 1 1 1 I ! r �- I L 1 L--J Exhaust { I I 1 1 ❑ i o 3 li L o III I I -vc 1 1 O 1 1 1 1 f ! r Ip// I r-- 1 I I I I I 1 O I�O 1 S` O I � I I I I E I O I I O I I I I I I L 1 1 I I I 1 1 11 II I i0 O ` I > I r x 1 1 I I I I I I I I .Sj I I I I I I I I 0 O { > I c 1 1 I I I I I N I I I { 1 I I =,x c i I I l i i i A�^ I I 1 i I l i _ I) I I /1-13Y4"x14" Ivl Ridge Bd.'\ i i O 1 } - - I1 ' v«�7 U L_ _ 1l"x14" IvI Ridge Bd-J Revisions II I ---- - ` oI L-------J -J L - � L------------- . 4/8/09 State Variance Application o L -------------------- -- i »- I � U Lead Coated Copper 17 o �, �' ,' \ - .a i ' Cricket 1 I i 1 4/28/09 Issued to Building Dept. f. o 00 I I I 1 -:- '04x vRidge . T- r r-- ----- ----I 11 X 11 I ! I I I I I I r i',' �� �� I I I l ' 1 N ® 1 1 I I I I I I I I I - ----------------------------,\1\ ' L-----------------A L I - ------- ----J 1 I L------ I L--------------------------------------------------------� --L L------------------------------------- ------ -� I -------------------- - ---- L-, ------------------------------- i L-------- L------------------------ --- ' ---=- S-\----------------- - --------------------------------L--------------------= ' ---ram_________________,-r___-- -``____________________________-__� r____ ______ _____________________ i �__ �- \ I r________ 1 r_ ______J 12" fascia overhangat sheid! dormer I I I 1 1 �'�'�``� ' ' ! 1 14 fascia overhangat lower roof � 1 �4"x14" i1Vil Ridge Bd. { 1 I I l i v, I I ! 1 I �" I I I 14" fascia overhang I I 1 1 1 1 I I O No. Date Description tion< I � (1) L----- ------- -----------------JL2�` NL , , I I 1 1 i i C I I I I L ` 'i' �� ! 1 t l I [ '0 U I I I ( U 1-r---- ----- Qr --I r-------------- � ♦ 0 �i 1 I Y i ,-C Project I I l i L I I > I I , i �\ ♦, , { /2-x10 1 f , , I , ° • . . Proposed ° o I a� ; 1 `��� �;� `� �,,I 1 1 1 ! oC I I I I YY 1 1 L I I �\\/,� 11 r 1 I I 1 1 1 1 I YII ; i 1 esi ence f- I I ! 1 �1 1 For O 1 ! I I ! I � .O I I � 1 a -O ; { I / �0O i0 i 1 1+J X t l et � 1 1 R ■I0 + t ' N �� r1 N L_--_-_° 2"x10" R.R. i f ! { 11 �� --- I ��/ ! I ! I L-- 1 1 1 1 / 1 ® 16"oc ' 1 I-- I I I i AO o fL , , to? 16"oc 1 2"x10" R.R. 1 1 �- ! o a °� 1 2 °j%s/ i i ------------------- ---!-'-- © 16"oc i i 47 i i Wendy f ---i t---------- -----I I I 1 1 F ! ! I i •�Q 12 F7 - coE, 1 1 { ! I L------ I - � A 1 1 I t ! -i I l i I , ! ' 10 I i ; 1 °'�'` 10 rake overhang �t I i ; r 1 Bosworth L----------------J I I I I 12 ---------------------- ------; 1 I 10 ¢ ; 1 I ; `� �\��Q 1 { 1 L-------------J `Z 1 I r-----------------� i ----------------------- ----- 1 } =- 2 ax10 R.R. �a o J° 1 i i 1 I I " x " " I ------------- 1 1 N 0 �0� I I I I I 1 0 I 2 A R.R. -d 1 1 I I r+ _ - I 1 1 I 4553 Wickham Ave. ! ' I - 16"OC ! ' I I I Mattituck N.Y. 1 16"OC 1 1 I IL X � 1 1 I I �, L--------------- ---------------� 1 14" fascia I -----------0-° ---- - -----------J I l i i i l 8 rake overhang i ' L---------------�- ---------- overhang - �+ --------------! i t 1 ! ; , L______________J Town Of Southold I , ---------------------� 1 , 11 L--------------- 1 _-----__---_— _ I � 1 r-=-----_-„---;,--- - -------------------� 10" rake overhang 14" fascia �� 9 ' I � 1 1 triple 2 x10 rafter (� I , , , 14 fascia overhang i i i 1 Suffolk County I ; under dormer wall f I 1 i overhang n i i i 1 i 2"x10" R.R. O] ; ! 1 c Drawn By: O I I ! i I O 16"oc N 2"x10" R.R. I i -C M.A.M. a ! _ I I L L--------- j I tr o N O 1 1 ® 16"oc I O '�' U I L. I I t1 Ill I I = r I I _ I > 3 ! a l l V M I ! a° ° 11 I i O Checked B 1 G,► { q O N d w i i i I v y N I I I I - I 4 +, i ° i i ! ; v 11 > 1 i S.G. is t (n l l - I I - I I I .� Q � - I ! 12 > 1 ! , 12 12 , j �� ,y = ' v I v i i 41�' > i ! -------------------- -- I 1 0 x 10 1 7�] 1 1?. L,�-Q' " t 1 - L-- ---------------- --------------------------------------------- I I rn I I \ - L-- N I III` ! ---------------- --------------------------------------------- 1 11 ! a I , i i She t Title : L I I x I .� I I I I 1 v_ I o 2"x8" R.R. = x ; I 14 fascia overhanig I I 1 1 of 1 0 16"oc °"� 12 i i L-------------------- --------------------i v I i .. r if L----------------- �� I�in - 1100, ----- ----------- - ------ U I I II u f7 I a u l i o 10" rake overhang ! I ! I C ! II 11 II N I N I I fI 2"x10" R.R. i I o C� 16 o LEGEND : triple 2"x10" rafter II ; i a ! ' ' under dormer wall ! I L---------------- = I - 1 --------------- - i I `� EXTERIOR WALL ------- ------- _______________ Date: Job No. : I BELOW ROOF March 21,2009 0907 8" rake overhang ' Roof Framing Plan INDICATES ROOF PITCH 12 I 1 2"x10" R.R. i I X Scale : File Name: I t ® 16"oc i �1/4" _ '1 '-O'• As Noted 0907-Constrn C IL------------------------------------------------------------J J INDICATES SEQUENCE 2 Drawing No. : OF ROOF FRAMING INDICATES AREA OF - 10" rake overhang DOUBLE ROOF FRAMING