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Home My WebLink About44019-Z I Q�g�FPOt,�CpG Town of Southold 1/14/2021 P.O.Box 1179 o _ 53095 Main Rd 'yfjdl ��0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41744 Date: 1/14/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 43850 Route 25,Peconic SCTM#: 473889 Sec/Block/Lot: 75.-64 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/29/2013 pursuant to which Building Permit No. 44019 dated 7/30/2019 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: single family dwelling with attached two car garage and covered entry as applied for. The certificate is issued to Andrade,Jeffrey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0035 - 10/30/2020 ELECTRICAL CERTIFICATE NO. 41837 10/12/2017 PLUMBERS CERTIFICATION DATED 7/2/2020 SpRas Rescoryl Ltd. t o ' d ignature %�g11FFQl `r_ TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE e 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#: 44019 Date: 7/30/2019 Permission is hereby granted to: Andrade, Jeffrey PO BOX 3 Peconic, NY 11958 To: v Demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD approval. Replaces BP#41837. At premises located at: 43850 Route 25, Peconic SCTM #473889 Sec/Block/Lot# 75.-6-4 Pursuant to application dated 7/30/2019 and approved by the Building Inspector. To expire on 1/28/2021. Fees: PERMIT RENEWAL $1,093.40 Total: $1,093.40 Building Inspector �SOFFnt�-gyp TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 41837 Date: 7/25/2017 Permission is hereby granted to: Andrade, Jeffrey PO BOX 3 Peconic, NY 11958 To: Demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD approval. Replaces BP# 39983. At premises located at: 43850 Route 25., Peconic SCTM #473889 Sec/Block/Lot# 75.-6-4 Pursuant to application dated 7/25/2017 and approved by the Building Inspector. To expire on 1/24/2019. Fees: PERMIT RENEWAL $1,118.15 Total: $1,118.15 Buildi g Inspector o�-SU Ent'rco TOWN OF SOUTHOLD �a �y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY y'flpl � �aNI� 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#: 39983 Date: 7/31/2015 Permission is hereby granted to: Andrade, Jeffrey PO BOX 3 Peconic, NY 11958 To: Demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD approval. Replaces BP#38233 At premises located at: 43850 Route 25, Peconic SCTM #473889 Sec/Block/Lot# 75.-6-4 Pursuant to application dated 7/31/2015 and approved by the Building Inspector. To expire on 1/29/2017. Fees: PERMIT RENEWAL $2,236.80 Total: $2,236.80 ildi g Inspector TOWN OF SOUTHOLD �o�SUFFoc,r�o ` Gy, BUILDING DEPARTMENT y Z. TOWN CLERK'S OFFICE o • ftt SOUTHOLD, NY � N sj 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#: 38233 Date: 8/5/2013 Permission is hereby granted to: Andrade, Jeffrey PO BOX 3 Peconic, NY 11958 To: Demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD approval. At premises located at: 43850 Route 25, Peconic SCTM #473889 Sec/Block/Lot# 75.-6-4 Pursuant to application dated 7/29/2013 and approved by the Building Inspector. To expire on 2/4/2015. Fees: DEMOLITION $386.80 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,800.00 CO -NEW DWELLING $50.00 Total: $2,236.80 Buildind Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from.architect or engineer responsible for the building. 6. Submit'Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.0-0y< Date. 2 New Construction: ti Old or Pre-existing Building: (check one) Location of Property: 7 1?K5 C> mCi House No. Street Hamlet Owner or Owners of Property: /,4;,d r Suffolk County Tax Map No I000,'Section Block Lot Subdivisionc� may, Filed Map. Lot: •� Permit No. eJ7� J Date of Permit.�—�' / 3 Applicant: Health Dept.Approval: —003S Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • CoQ roger.riche rtCW-town.southoId.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Jeffrey Andrade Address: 43850 Route 25 City: Peconic St: New York Zip: 11958 Building Permit#: 44019 Section: 75 Block: 6 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Tucker Electric License No: 4926-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 54 Ceiling Fixtures 35 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 11 Smoke Detectors 1 Main Panel 200a A/C Condenser 1 Single Recpt 4 Recessed Fixtures 10 CO Detectors Sub Panel 100a A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN30 Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures �] TVSS Other Equipment 2-combination smoke /co detectors, 4-50a special recpticles, 2-bath fans, 2-paddle fans,8-ARC fault circuit breakers Notes: Inspector Signature: Date: July 31 2019 81-Cert Electrical Compliance Form.xls pF S®U��,®C Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 117 Southold,NY 119711-0959 ® �� roger.richert(aD-town.southold.ny.us ® �` BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Andrade Address:, 43850 Route 25 city,Peconic st: New York zip: 11958 Building Permit* 41837 Section: 75 Block: 6 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hubbard Electric License No: 4709-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200A Overhead Pole Service Notes: Inspector Signature: Date: October 12, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex -Telephone(631)-765-1802 54375 Main Road L Fax(63 1)765-9502 P.O.Box 1179 . Southold,NY 11971'-09591 BUILDING DEPARTMENT �`-� V � ,e TOVVl4 OF'SOUTHOLD `�" � N 6V 1 6 2020 C EATIT I CA TTO.N Building Permit No. � Owner: ��1 FRC` AICD D R iA DE (Please print) (Please print) I certify that'the "solder used in the water-supply system contains less than 2/10 of 1% lead. DEIDRE GALLO Notary Public, State of New York Registration#01 GA6344683 Qualified In Suffolk County Commission Expires July 11,2020 (Plumbe'rs Signature) Sworn to before me this day of UP Notary Public, -_S 1k- d1k_ --._:County, 1 SOF SO//T,�, coum 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 /FOUNDATION NSPECTION [ 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: oro � -� Dov nor✓ OV DATE INSPECTOR �O��OF SO�lyolo N O i 0 Ni`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [VfFR�MI G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i l DATE 34-1>Vt INSPECTOR SOF SOOj TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: O DATE INSPECTOR ho��oF souryolo coutm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE - q24IN PE T R<� 71 S C O r I Of SOUTy� T TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRCAL (FINAL) REMARKS: �� 1/v�l I vvl DATE INSPECTOR ApF So # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '-' [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EJJ5CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: aw C*l��A DATE INSPECTOR q So�Tyolo # TOWN OF SOUTHOLD BUILDING DEPT. �o . �o `yco 765-1802, INSPECTION ] FOUNDATION 1 T ROUGH PLBG. [ S [ ] [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) E(] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �- � 6 # #qbto at so TOWN'OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND` [ ] - SULATIOWCAULKING, [ ] FRAMING/STRAPPING [ FINAL NO [ ] FIREPLACE &'CHIMNEY . . [: ]- FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] "ELECTRICAL (FINAL) _ [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - r y W Y n (AX DATE )V Y0 INSPECTOR �p +0\CA RCL iE F VALVE "Mow F mj�..:+ .t �y h 10./,-2412016 14 15 - � �1 .� �' � a� � ��("#wr v�4 tr.'.'�t,�i�'►.'• it `S. Y AL .� + `�,�• ',`` ,fir ,x, � ML •`Y i n t • • F.. 1 �'� #r`�` •. �°,�a��y {'}mss - A •,; a �.. - - - v RAG, b`f a'� •�il , �,J� Y'i F ttt 4 , t. .I nl'��CE RNrD Col R LRS r f' �5 5_ �t. v; e., 3 Y- -- --- fir._-__.._----------- r+ MUL ATION PRA N.Y. STATE ENERGY CODE ..:1 I ice iii[�':�',J.!.�� /• -- -r:�. ,!�% COMMNTS FE iL r ' v�,,j r/��'�.iEh�1 r , i Ml i ter. - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 —1a 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. J Check N00J-10 Septic Form C E �lj '�� N Y.S.D.E.C. UU Trustees Examined '20 -- ontact. Approved ,20 l JUL 2 g 2013 Mail to Disapproved a/c c k– 010, DG F Phone `7 GS -x(330 TOWN OF SO THOLD Expiration ,20 f APPLICATION FOR BUILDING PERMIT Date `'� �- `� 520 l 3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder i Name of owner of premises d,e, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work11 be done: f2 R, q 2 Aa,(%1 c�Czd "C�� House Number Street Hamlet County Tax Map No. 1000 Section -76 Block 6? Lot Subdivision Filed Map No. —Lot- (Name) ot(Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ' wne�011SIGC_1_ b. Intended use and occupancy /��6, r 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost %�j fl Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 6Wurnber of< 'd'welling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 4"AA112 7.. Dimensions of existing structures, if any: Front Rear Depth Height' Number of Stories 4 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear /p'0, Depth Height Number of Stories ;2- 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO')C 13. Will lot be re-graded? YES NO�WiII excess fill be removed from premises? YES NO 14. Names of Owner of premises V II_&ddress /0, Mix' 3 ��o No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO .e� ' / �(sQ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Y)ed_ 0/4 /V.,"'TV4 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF� Wli-t �c- ©�' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,iKq1nt, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20_LF) 4` ► d� Notary Public Signature of Applicant CO NNIE D. BUNCH Notary Public, State of Novi York No.01 BU6165050 Qualified in Suffolk Cduity Commission Expires April 14, James F.King,President ®�,��y®� s®�jy�� Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer �� Telephone(631) 765-1892 Michael J.Domino ��C®U Fax(631) 765-6641 9 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 24, 2013 IVIS. Patricia C. Moore, Esq. 51020 Main (Road Southold, NY 11971 RE: JEFFREY ANDRADE 43850 ROUTE 25, PECONlC SCTM# 75-6-4 Dear Ms. Moore: The Southold Town Board of Trustees reviewed the project plan submitted by Patricia C. Moore, Esq. received on May 23, 2013, and determined the proposed removal of existing house, reconstruction of house, removal and filling in of existing septic tank, and existing well under house to be abandoned are 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. 2 If you have any further questions, please do not hesitate to call. Sincerely, s� James F. King, President Board of Trustees JFK:amn New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Broom 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 - Fax: (631)444-0360 Joe Martens TIDAL WETLAND LETTER OP NON-JURISDICTION Commissioner July 22, 2013 Jeffrey Andrade PO Box 3 Peconic, IVY 11958 Re: UPA#1-4738-04278/00001 Facility—43850 Main Road (Route 25) SCTM#1000-75-6-4 Peconic Dear Mr. Andrade: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The referenced property, landward of the 10 foot elevation contour on a gradual, natural slope as evidenced on the survey prepared by.tohn T. Metzger last revised 7/8/13, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act (and your permit application fee check for$200 is returned herewith). Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Si erely, Laura J Scovazzo Deputy Permit Administrator cc: P. Moore BOH-TW File SCOTT A. RUSSELL .TAMES A. RICHTER R.A. SUPERVISOR MICHAEL M. COLLINS P.E. TOWN HALL - 53095 MAIN ROAD , ¢ TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax (631)-765-9015 �'ttt`f t_lt. _C:C)1_l.(ISS,is;1`()��'I�SQI3TIIC)11�N4'_IIS 6 'f _t_1..IIF_RIC111 FR`q TOWN 50(iTHOL-D NYIS rRl� OFFICE OF THE ENGINEER TOWN OF SOUTHOLD g�a�ooe`t\S TORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department pLEASEATTACH: FROM: Building Department ❑ A copy of the completed Application for DATE: 7— Building Permit �� /.� APPLICANT: ❑ A complete set of Building Plans ��.(�-e.�.> ��;,7tt�� ❑ A completed Chapter 236 Stormwater PERMIT#: Review Checklist S.C.T.M #: Z0C:b-- BRIEF PROJECT DESCRIPTION: G� 7��t ivYdy�CI fJVp/�e_ 7,( . 1-x(5 fora ho us-e 65 �e�o%std L /'1 c2t p sefs be eWLtMzrfccl TMIEV7'.' sic i �. -�..^;^�;,.,�. `aa•,f..-'�`"z. 'a ,.'<�-,_ "f`^�'� ry�„ , -,TOR'EltCG11t = RIIGz '<EPCf? l. `''(JSF-C) Y=* * «3€,`r,"1` -�.`2,w ��,„.. '-a<.>f , " Vireo '� �k�'d„`'a �C-�a:r „✓-'�'”a'` , s",Y7£4„r.,�� •°``'` „ En e;,� •az.'t=_ :�a�t,��'ed ev -�`^ti &r','a."" •re�i;'w ;"',:'. 'A""''.x,'fsz__=;'_ F�;. r `.,�µY2"' ""T-'�"y;� Erya.�'u°�'�S,x".. -„�,>C,r aa.' �,•Sf n�i:"�=;_� ��„'x'�r .v�`Y.-.�k3,M' :;�;R .” _ F_ <vh `yh'A. . :�`o-'<ia4w A ravg j - .: „ ._ rH-"' ,I-,�p-' S ed '� -., ¢.fra.�+: e� €Ty":i� z a,�"v�',D• „tel ;w a;"' ..`. d' 9 FK- ahs ,- 'z �y� s'�":c':^; M Addy#opal 'atlori4`R�`e.',�r�red.. .t r$ tnform � 7.,� :i; l ► 1. "-y.=t. yi `"'° - cr ro p'.' (/ #s !�"^�a z' a.z '.ea, a;`rgl °<•;^��'�*✓ ti:I"xh r L.. :.?�, EL"4:,- :r&>' �=�,iyi h° L 'i AT- i9v` &R4,/r ,/day raj¢z{J��( ,,,�2°"3w,%y+`�`_="•G•3'X�':i,....`6' `R "_,,,,y`tt M�.d� '�F p$e nvf_E °..^�. " •cF a��' 3`< �<,K.v-'.�R. ,�,."`� `�Y''w;�i. aid\:` .�.« i i�;�.„f,`.. K;,".�fe. �^,d�,Fs.n ii�,., az"f,e "ln` 7/22/2013 EFUzx DATE: 1- 13 � r CHAPTER 236 APPLICANT: e � Stormwater Review Checklist S.C.T.M. #: 7x, - PHYSICAL ADDRESS: tf0 jD, POCCVW L` Stormwater Management Control]Plan Requirements Yes No NA If No or NA, Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries X b.total site acreage X c. existing and natural and man-made features on and within 500 feet of the site boundary as required in §236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water X e. proposed limits of clearing and the total area of proposed land E s(C.X)v R'f!b)1_ S oc K P Ta A V B disturbance X tAoS(oma a v-t'RoL is M#W-rgq( Swr SIU Site, f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks, drainage improvements and utilities X h. spot grade and finished floor elevations for existing and proposed x structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) Z-1-c'1e_K,?jL.6 Nsprs k. location of the proposed construction entrance/staging areasS NmLe aive,GK - tw S AR 1. location of the proposed concrete washout area X rovtOe Q -{- WAS' + ►r6� m. location of all proposed erosion and sediment control measures X �PrOVILC)z VA-) -tR6 LV, ►fig 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all x impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for plan ap rp oval)provided for: a. erosion and sediment controls iLS b. construction entrancex c. inlet structures(e.g. catch basins,trench drains, etc.) Y--S d. leaching structures(e.g. infiltration basins,swales, etc.) X 5 Pgau l F-'R®Smoav f S601rn 6N-T' 020ti"oL5 tft5 N6606D '1'® ��®�'E�-� I-�.O�C�� VROp&'F"17 SGGTtW-% OF OLL S mLOATIOP (!1)i35TRuGr1dk> �tEv ED 7/24/2013 /G-eAC I'N.5 'PSL Aug _ 17, 05:13a tract'raynor 6317347635 p 1 15f SO Town Hall Annex 5437,E Main Road Taep�xhone(631)765-1802 (631) P.O.Box 1179 Gt rager.richartf um QOU iiQld.nu.flS Southold,NY 11971-0959 �O BUJIDING DEPARTMENT 'T'O%W OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION REQUESTEb BY: ,UiL Sit Date: Company Name: ---. 1 1 vG1c�2 EI�T��L � Name: w1J W � . License No.: Address: • o a o(n5 C��-�-�� L �� 1�a5� Phone No.: 3 o t JOBSITE INFORMATION: (vindicates required infon-nation) *Name: *Address: r� *Cross Street: _3 S So gum rr'yy WFC�7carr /V -- �I `Picone No.: o I PerTnit No.: Tax Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Cfeady) SE . (Please Circle AH That Apply) —477 *Is job ready for inspection: ES NO Ro h In v Final *Do you neer!a Temp Certificate: YES NO tv Temp Irtl;'orrrla$Ian (if needectl a(V *Service Size: 9 Phase 3Phase gap 150 200 300 350 00 Other 4I &S *New Service: Re-cannect Underground dumber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION p6f S 141 PC d-q®a Yoyx_ ACCO A--Y i 82-Request for inspection Form Of SO�lyo! Town Hall Annex 54375 Main Road Telephone(631)7651802 i cG n pax(631)765-g5 P.O.Box 1179 Q rowrAchertIOwn.southoltl.nV.us Southold,NSC 11971-0959 �O �y�DUIYT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD I APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: t Company Name: Name: - License No.: MIF— Address: 1"7 % \� ® I Phone No.: 1 - &31- AO JOBSITE INFORMATION: (*Indicates required information) 1 I *Name: _�F /�P„4� � *Address: �1.� ?�O R?" 52 ��LonJ I� *Cross Street: *Phone No.: Permit No.: 9 j Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) r (Please Circle All That Apply) *Is job ready for inspection: �� I YE / NO Rough In Final I *Do-you need a Temp Certificate: YES NO ' I Temp Information If needed) i *Service Size: 1 Phase Whase 100 150 200 300 350 400 Other =*NewServJce: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION A e ecA A...-Te- �Oc- �1 1 v 82-Request forinspecUon Form �� wl RGa USS 7 f N cr- i 6LOG DEPT TON;'I Or;OUT'-101 D p LIJ 2 2015 i EOG DEPT TOV N OF�0L1T;IOLD Tumsc 'EXT arc (h� BcQtw--W/uCr PCRYA\T 9-5 D DD JUN - 6 2019 TOWN OF SUFFOLK COUNTY DRTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFI A EWATER MANAGEMENT Health Department Ref.No. 360 SUITE 2C,YAPHANY,NY 11980 -5700 OR He thWWM@suffolkcountyny.goy,• PLIC JITATO UP TE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND S PLY FACILITIES FOR A SINGLE FAMILY DWELLING R TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS GE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: I o- \3- o 0 315 Tax Map No.: District Section Block Lot 100 5 b Name of Current Applicant: E Ali c�A ot- Tel#: (63 165 -3 l qs Mailing Address: kcw1c- Email Address: �� 6 ® -�®�L-1�E mt-� k Name of Current Agent: Tel#: - Mailing Address: Email Address: DATE OF ORIGINAL APPROVAL: ��13 *If more than 6 years old and SCDHS site inspections have not been erformed,a new application will be required SECTION-!: FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: TTew - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION-3. FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECT]C!O 0 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to [ ]TRANSFER, [RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor uisuant to S2-IOA5-of New York State Penal Law." Si re of ent Applicant/Agent v Date Priv of Current Applicant/Agent Title DEPARTMENT USE ONLY �ferre e wed-Until - Number of Bedrooms Approved Sian,OI IW&tment Representative Date B1 OF;0'asOo kk-,Lt oil) TOS - r k EV + $9- SURVEY OF PROPERTY A� PECONIC TO WN I OF SOUTHOLD SUFFOLK COUNTY N. Y. 90 �� 1000-75-06-04 ' ,SCALE.• 1'--30. ,d �c',,� a y OCTOBER 3, 2007 MAY 21, 2012 116 t'' o .d. lrP She r" re A cf2• L/ o �d ��- 00. LP TEST HOLEl L ELA B' f / �3 ,1 go C PROPOSED SEPTIC SYSTEM G (4 BEDROOMS MAX) I - 1000 GAL. PRECAST-SEPTIC TANK 2 - L.P.s 8'0 x 6' DEEP WITH 3' SAND (SW) COLLAR 3' MIN ABOVE GROUND WATER fi� Vii, be rem � of TEST HOLE DATA 3 sG°`� �,b�'r' �,,�9 0 BY McDONALD GEOSCIENCE 3/1/12 et h <, EL. 15.8' MIXED SAND AND LOAM y 1' \x z� BROWN SILTY SAND SM NoA 3' V LA )PALE BROWN FINE TO COARSE SAND SW X30 ! r i ell � Z "EL.3.9' WATER WATER IN PALE BROWN FINE TO COARSE SAND SW I � I 17' LA ' RAIN RUNOFF CALCULATIONS p HOUSE 2030 SO.FT. c CONC. SLAB 800 SO.FT. 90 ' 2830 x I x OJ7 = 481 CU. FT. �z� L- , ' CD 481142.2 = 11 VF O� PERVIOUS DRIVEWAY 1425 SO. FT. ` 2y oy •� 1425 x 0.7 x OJ 7 = 169.6 CU. FT. 0 169.6/42.2 a 4 VF '' N TOTAL 15 VF 1' Co PROVIDE' DWs 8 0 31 DEEP x 6' DEEP i ��,. -\L -\Z- • V 5 AREA = 36,536 s . ft. � � �� 410,_V-q �. V Z- ELEVATIONS ARE REFERENCED TO NGVD. p ��`OF ` / ;. ,..yti� - I am familiar with the STANDARDS FOR APPROVAL ��• _s,� �� 97.2 AND CONSTRUC77ON OF SUBSURFACE SEWAGE :r.. v DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES "� `'�•f b a and will abide by the conditions set forth therein and on thei`�: s`''. j 52� permit to construct. ] S 3 The location of wells, cesspools & public rooter shown hereon are �_•�__$: from field observations and or from data obtained from others �.� ,�`` Y.S. LIC. NO. 49618 ANY AL 7FRA 77ON OR ADDI TION TO THIS SURVEY IS A VIOLATION � '- "� •� " OMC SU RS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. N� � EXCEPT AS PER SECYON 7209—SUBDIVISION 2. ALL CERTIFICATIONS • _ P.0. BOX 190920 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. OX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 I TRAVELER STREET /)7-208 ry^ V 20 p WHOSE SIGNATURE APPEARS HEREON. SOUT OLD, MY 11971 / i o SURVEY OF PROPERTY A9 �,� AT PECONIC 00 , - e° TOWN i OF SO UTHOLD J � SUFFOLK COUNTY, N.Y. o 1600-75-06-04 SCALE 1'=30' •Ag �'- �� OCTOBER 3, 2007 MAY 21, 2012 N 21D Q n 'b k�V- he�o4s� �j, I l'7 •� �+ 75cw� fmn I P' 9. �2. `7 0 O 7 c u• TEST HOIF i, a o 2 � � 3 Z' �� PROPOSED SEPTIC SYSTEM (4 BEDROOMS MAX.) I - 1000 GAL. PRECAST SEPTIC TANK 0gko V- 2 - L.P.s 8'0 x 6'DEEP WITH 3' SAND'(SW) (p ' 18I COLLAR 3'MIN. ABOVE GROUND WATER {� �� 5�(A0, d' S n0 0a' v el,ls�ne Yt3m �a 2t y I 8 \ off' ,�•9 BY MSDONALLDEDATAGEOSC ENCE 31 SC IS��g be a'b 3/1/12 EL. 15.8' MIXED SAND AND LOAM 1' N BROWN SILTY SAND SM N, ' � r 'PALE BROWN FINE TO COARSE SAND SW Z C� EL.3.9' 11,9' WATER WATER IN PALE BROWN FINE TO COARSE SAND SW 17' Z �� RAIN RUNOFF CALCULATIONS O - HOUSE 2030 SOFT 9 CONC. SLAB800 SO.FT. 2830 x I x 0.17 . J7 = 481 CU. FT. O 481142.2 m 11 VF PERVIOUS DRIVEWAY [425 SO. FT. 2 1425x0.7xOJ7a169.6CU. FT. 169.6142.2 - 4 VF N TOTAL 15 VF r� 00 PROVIDE I DW 8'0 x 3'DEEP 2 DWs 8'0 x 6'DEEP 01405 AREA = 36,536 sq.ff. ELEVATIONS ARE REFERENCED TO NGVD. `'��r' ;uti r�;yL+�'e. 9 ,28' I am familiar with the STANDARDS FOR APPROVAL 'tj AND C0NS7RUC710N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ir , '#, IIG -• 5rL W �L and will abide by the conditions set forth therein and on the air; %,•I 'J• permit to construct. 6==,Sr�;P I r I / The location of wells, cesspools &public water shown hereon are �� Y.S LIC. NO. 49618 from field observations and or from data obtained from others. e N�1B41� ANY ALTERA77ON OR ADDITION TO 7741S SURVEY IS A WOLA77ON s o ^— 0 IC SU RS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. ��?� 31) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P.0, OX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230!TRAVELER 1/ELER STREET[07-208 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 12JO!TRA N.Y. 11971 WHOSE SIGNATURE APPEARS HEREON. I I I $9V �� SUR VE I�1 OF PROPERTY ON Qo� �'`, A ' PECONIC TOWN j OF SOUTHOLD SUFFOLK COUNTY, N. Y. E� RE O 0; 1000-75-06-04 •kg�2 jam. SCALE. 1' 30' 5 16 . OCTOBER 3, 2007 • 1 4 "' �;d- °� �'� F,�o i MAY 21, 2012 N 21 Q n Z e � � r , s qac min I n. Q• ?.�t� \h 1• d �o_ 00+ it TEST HOLE J / 2EL. O T � to s j O Qmu PROPOSED SEPTIC SYSTEM (4 BEDROOMS MAX,) G \ 1 - 1000 GAL. PRECAST SEPTIC TANK 2 - L.P.s 8'0 x 6' DEEP WITH 3' SAND (SW) COLLAR 3' MIN. ABOVE GROUND WATER \-'(111 ,� g� fiJ� )G b.r' @sb gr��" - _ - - - - - - e t. \ TEST HOLE DATA 3i SIGID0 ab BY McDONALD GEOSCIENCE �Sp,ng be- 3/1/12 e3/1/12 yG k'° r. EL. 15.8' MIXED SAND AND LOAM BROWN SILTY`SAND SM N op Vt v� 1 � W ' CAs stn 'PALE BROWN FINE TO COARSE SAND SW �N-5d y EL.3.9' 11.9' n WATER WATER IN PALE BROWN FINE TO COARSE SAND SW _ i RAIN RUNOFF CALCULATIONS 0 HOUSE 2030 SOFT. c CONC. SLAB 800 SOFT 'o 2830 x I x 0.17 = 481 CU. FT. 9z 0- CD 481142.2 = Il VF '' Oy i h , ' PERVIOUS DRIVEWAY [425 SO. FT. $ y 0. •0 1425x0.7x0.17a169.6CU. FT. N 169.6/42.2 = 4 VF TOTAL 15 VF - 9�0 Op �• ' . PROVIDE I DW 8'0 x 3' DEEP 2 DWs 8'0 x 6' DEEP i V AREA = 36,536 sq, ff. or- AEVATIONS ARE REFERENCED TO NGVD. C5d, " I am familiar with the STANDARDS FOR APPROVAL ��,` s,- :• 97.28 AND CONSTRUC77ON OF SUBSURFACE SEWAGE r; DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the - permit to construct. , The location of wells, cesspools & public water shown hereon are S from Field observations and or from data obtained from others Y.S LIC. NO. 49618 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION °�+�P�""� 0 1C SU RS, P.C. OF SECTION 7209OF 7HE NEW YORK S7AATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS �- w 31) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. 130X 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230It 'TRAVELER STREET 07�O 3 WHOSE SIGNATURE APPEARS HEREON. SOUTI JOLD, N. Y. 11971 I 'Z16) G1�g SUR VE Yil' OF PROPERTY ° o�� o� A T PECONIC e TOWN OF SOUTHOLD SUFFOLK COUNTY N. K 01k$ 92 `�� 1000-75-06-04 ALE.• 1'--30' OCTOBER 3, 2007 MAY 21, 2012 %� oN ZENGINEER'S CERTIICATIOI�p REQUIRED. UIBMI T P.E. OR o P R.A. C � eERA:=KATION he0�' INSTAL LAT(0� �NO� ,STRUCTIO N ' FO-1 L ARPROVAL. USE FORM I,IANIVI:673. 00. TEST HOLE j 2p '4y AbandOnment Of existing sanit /6. Z' canf®r mace with de �7r system ust be in °, m 3 cor�pieted foa�n pent requirement Submit `, �`®_as proOf PROPOSED SEPTIC SYSTEM \ (4 BEDROOMS MAX.) 1 - 1000 GAL. PRECAST SEPTIC TANK 0 9 2 k L.P.s 8'0 x 6' DEEP WITH 3' SAND (SW) p -�� I , COLLAR 3' MIN. ABOVE GROUND WATER � y. �4 (A 0�2hb11� JAl�k qff I�; r �o el " ��G TEST HOLE DATA ```_? �• BY McDONALD GEOSCIENCE 3 k�n� e a Ow 3/1/12 eery k° h .� r� EL. 15.8' h 9 r MIXED SAND AND LOAM 11 BROWN SILTY SAND SM NJ $ 3' SUFFOL' COUNTY DEPARTMENT OF H,,EALTH SE VICE � PALE BROWN FINE TO COARSE SAND SW �0 0, PERIMIT FOP. APPROVAL OF CONSTRUCTION FOR EL.3.9' SINGLE: FAMILY RESIDENC-E:ONL,y n 11.9' WATER JUN 2 0 2013 WATER IN PALE BROWN FINE TO DA E y Er; No. ®&�139�� COARSE SAND SW 3 JVF 17' FOP• MAXIMU OF cry BEDROOMS RAIN RUNOFF CALCULATIONS p T6!..R . THREE 'EARS FROM ®ATE ®�APPROVAL HOUSE 2030 SO.FT. < �,� - CONC. SLAB 800 SO.FT. �o 2830 x 1 x 0.17 = 481 CU. FT. C_ 481142.2 = 11 VF rn PERVIOUS DRIVEWAY 1425 SO. FT. SZ a0y. • •� 1425 x 0.7 x OJ 7 - 169.6 CU. FT. LIN 169.6142.2 = 4 VF TOTAL 15 VF y�0 00 �• PROVIDE I DW 8'0 x 3' DEEP 2 DWs 8'0 x 6' DEEP �'�. • V p5 AREA = 36,536 sq. ft. d, ELEVATIONS ARE REFERENCED TO NGVD. e0 NE141 V a 1 S• I am familiar with the STANDARDS FOR APPROVAL 0Y, F�d� '• , 97.2 AND CONSTRUC77ON OF SUBSURFACE SEWAGE o' '�� ` ,,,, OSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES � :, `;� •• Z�W an will abide by the conditions set forth therein and on they per it to construct. ! -n ocation of wells, cesspools & public water shown hereon ore t fr field observations and or from data obtained from others. Y.S. LIC. N0. 49618 ALTFRA77ON OR ADDITION TO THIS SURVEY IS A VIOLATIONCOjVIC SU RS, P.C. SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. '^. LA.,,, t ., r °';,� (631) 765-5020 FAX (631) 765-1797 s > EPT AS PER SECT70N 7209—SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 NJEON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF z MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 07-208 SE SIGNATURE APPEARS HEREON. SOOT OLD, N. Y. 11971 L br"'6 Cot r \ , x O �,9 SURVEY OF PROPERTY i �� \ g• A T PECONIC TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 111 1000-75-06-04 ��' '`� 52 SCALE. 1'=30' `P OCTOBER 3, 2007 d`"$ •�9�� '�+ �O�Q MAY 21, 2012 FEB. 28, 2017 IA • c, �f1 T A 0� 0 map I>rA 100W �g• . i m5 0�5 R 00. j Z \A% o N� cot's co oy Z c4NOZG 5 'a p. N 7g --- --------------- �� 7y� f< O 9. N_ I2 TEST HOLE DATA BY McDONALD GEOSCIENCE 3/1/12 EL. 15.8' MIXED SAND AND LOAM X12 BROWN SILTY SAND SM CP 10, 12 � - ---. 1 \� PALE BROWN FINE TO COARSE SAND SW rx, Z O — X10 EL.3.9 ---- 11.91 �/ WATER /O \Z/ __ ----6 WATER IN PALE BROWN FINE TO COARSE SAND SW TSP tAps ro i KEY - PIPE ZaW ■ = MONUMENT 5135 26\ QF NEty CO ELEVATIONS ARE REFERENCED TO NGVD. I am familiar with the STANDARDS FOR APPROVAL ='' AND CONSTRUCTION OF SUBSURFACE SEWAGE 4" ° wii Q DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES +� 1 and will abide by the conditions set forth therein and on the permit to construct. The location of wells, cesspools & public water shown hereon are from field observations and or from data obtained from others. Y.S. LIC. N0. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLAT70N ECON/C S ORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA = 36,535 Sq-ft 1230 TRAVELER STREET 07-208 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 x 9• SCDHS REE'# R10-13-0035 - SUR VEY OF PROPERTY �� • t �l , AT PECOIVIC °��k k TOWN Off' SO UTHOLD A� ` SUFFOLK COUNTY N Y. gd �. 1000-75-06-04 SCALE:• 1 D=30' �" WATER OCTOBER 3, 2007 C� O 9�Z METER y S �o MAY 21, 2012 5 •k O. Z FEB. 28, 2017 � o oz yo2—o SEPTEMBER 17, 2020 (FNVAL) �P _ kP CB LP2 METER POLE XA o 'y 3 AC UNIT / � ao� O j '00. i .y 10 /. y / R/0 lJ� c `O NN h cAAD Z NO5 O c Z ;0 o� mC, 0 O l t t i ,t CB .t 1 1 O N 9A G1 t9: . � w TN SEPTIC LOCATION y a, ST 18' 30.5' o O LP 25.5' 42' LP 32' 32' • = PIPE - \Z MONUMENT ■ = MONUMENT i`3 !` _•I_`_ € `_ q, 97,2 = UTILITY POLE '� 2" 4 + NOV 16 2020 -� 57 26 _V_ ELEVATIONS ARE REFERENCED TO NGVD. OF NEW I am familiar with the STANDARDS FOR APPROVAL ='±_y,�✓��; •L = ` � �_' `'�_�--= �� •��, AND CONS7RUCT10N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells, cesspools & public water shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A WOLA71ON LIC. N0. 49618 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PEC P.C. EXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS (631) — X (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES 71-IEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR AREA = 36,535 Sq►.ft 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. L/7-2081 SOUTHOLD, N.Y. 11971 , x NAP SCDHS REF# R10-13-0035 SURVEY OF PROPERTY 00\ S51 , A T PECOMIC TOWN OF SOUTHOLD o�Y Q'1k SUFFOLK COUNTY N. Y.Z� ,t c�R�° 1000-75-06-04 SCALE: 1'=30' OCTOBER 3, 2007 0 WATER ° METER y �� 'f�O MAY 21, 2012 FEB. 28, 2017 C, SEPTEMBER 17, 2020 (FINAL) on 01 CB *100 3 D':P/AR,TMENT OF HEALTH SERV ICES LPl SUFFOLK ;dJ; APPROVAL OF 00h` UvTED V4CRC5 FOR METER POLE A SINGLE FA Of —0 .qo � I - ` ca.n Sul t, f- 7'-Date r 7 i6�iS F� $Odl 069 been �� The se.w'a3e dispe.^:sl grad v�'di;�'.:t� a�,I 6aC.:,6t,:S v y� �' °A' O AC UNIT i inspected and/or Wh'vtpX �9 th.C. � t a;oiher agj,,c"jw and found to ao� ? � be�tisfa6W3FBtD30® AS�eA�00 . 139so •00. R/O o NZN$• t;� y��1 Oo � Craig K nepper, P.E., Chief CONC. e etfVvmn� o DW GZ N0. z� �Z p Ss CL� O Z oN G¢N2 o GONG �R f,S' _ l t 7 %A � 12_ ~` CA � s Z�0 o SEPTIC LOCATION Zvi s� - alp ST 18' 30.5' O -V LP 25.5' 42' LP 32' 32' �j , • _ PIPE r V ■ — MONUMENT l` 97.28 U77LITY POLE ELEVATIONS ARE REFERENCED TO NGVD. �' ��oF EE&V1'Oq �-T.t1(iEp2c I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUC770N OF SUBSURFACE SEWAGE RECEIVED DISPOSAL SYS7EMS FOR SINGLE FAMILY RESIDENCES yk and will abide by the conditions set forth therein and on the permit to construct. OCT 16 2020 The location of wells, cesspools & public water shown hereon are from field observations and or from data obtained from others. ANY AL7FRA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON BUFF. CO.FEALTH SERVICES LIC. NO. 49618 OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. t FFI � e iAS tF;T" g�f T, PECO SV.0RS,.P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 76 =5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR AREA = 36,535 S f$ T WHOSE SIGNATURE APPEARS HEREON. Q' SOUTHOLD, N.Y. 11971 L/7-208 REScheck Software Version 4.4.3 Compliance Certificate CNJ( Project Title: Andrade Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: RT25 Jeff Andrade Brett Kehl Peconic,NY 11958 505 Peconic Lane DAK.Assoc.LLC. Peconic,NY 11958 P.O.Box 1675 631-765-3778 Southold,NY 11971 631-433-9084 ssbn654@optonline.net • • • UA tracle-off� Compliance:23.8%Better Than Code Maximum UA:671 Your UA:511 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross* Cont. • Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1592 30.0 0.0 56 Ceiling 2:Cathedral Ceiling 625 30.0 0.0 21 Wall 1:Wood Frame,16"o.c. 1416 19.0 0.0 85 Wall 2:Wood Frame,16"o.c. 2475 19.0 0.0 115 Window 1:Wood Frame:Double Pane with Low-E 117 0.290 34 Window 2:Wood Frame:Double Pane with Low-E 120 0.290 35 Door 1:Solid 40 0.330 13 Door 2:Glass 288 0.050 14 Floor 1:Slab-On-Grade:Unheated 180 10.0 138 Insulation depth:2.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propo e'd building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. tit -Vv ` Name-Title �� , p EFR 0 Signature Date r 0 Project Notes: Q T SCTM#1000-75-06- ! - w yd I LU J'FO do � ,o p, S\ Project Title:Andrade Residence Report date: 06/21/12 Data filename:C:\My Documents\REScheck\Andrade.rck Page 1 of 1 ZZ GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION p 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND - - _ ---------- General.. Notes: �,;,,, �- . REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. %i�I I0I1 CONTRACTOR N 0 T E S Wood: � 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: ��T 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A ��DESIGN ASSOCIATES, residential & commercial design • consultingting(c� LLC B. LOCKED AREA. GENERAL NO rES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1615 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. phone: 33 9 Southold FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. ,New 11971 E-Mail: ssbn654@opIoopionline,ne1 el 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC oformerly DAKAssociofes,LLC AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF RIVERHEAD, NEW YORK, AGENCIES OWNEKSHIP & USE OF DOCUMENTS;- •�J%�% 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHU OFF AFTER WORKING HOURS. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. ideas, design and arrangements represented GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7• All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. ASSOCIATES, LLC. No part thereof shall be ec copied, disclosed to others or used in connection p p (• ) 3. DUST CONTROL: with any work or project other than for which 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINE--D TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR E 1,600,000 PSI OR DURING THE EXECUTION OF THE WORK. = Fv = 95 PSI C. HEAVY DROP CLOTHS. Rev: 01-30-17 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): NOT FOR THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000PSI 4. NOISE AFTER HOURS: Fv = 285 PSI CONSTRUCTION 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Flo = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. USE UNLESS KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9, THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE KEHL DESIGN ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. CERTIFIED BY A DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB, THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. PROFESSIONAL 10, ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO INCONVENIENCES TO THE OTHER NEIGHHBORS. ENGINEER LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THAT KEHL DESIGN ASSOCIATES, LLC, SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE. THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR AVORK NOTES: SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER S,�FETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION UPON INSPECTION FOUND AT ANY TIME 14. THE CONTRACTOR WILL COORDINATE' THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION, ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM _ WINTER ICE SHIELD NOTE: SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSUREt LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS DESIGN CRITERIA ALL PLUMBING TO BE IN ACCORDANCE WITH THE PLUMBING CODE OF NEW YORK STATE. NOOF DRAINAGE CALCULATIONS: PRESCRIPTIVE DESIGN MINIMUM sUNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) 3" T H R O J G HO U G I " R O O F USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD I I I I ROOF USE OCCUPANCY EXTERIOR BALCONIES 60 10 � ROOF AREA = 2282 sq/ft 1�1 RESIDENTIAL R-3 DECKS (f) 40 10 31, A x R x c FEB 2 2017 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE CA.RAGES (a) 50a I, - ( > 10 2 " ,� - 2282 sq/ft rUILDSNGDLPT. TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 2 2 RAINFALL = .17 ft TOWN OF SOUTHOLD 3' C = COEFF. = 1.0 2 = c.f. PROJLC i: V 3 ATTICS WITH STORAGE (b,e) 20 10 3 " BATHROOM V = 2282 x 1 x .166667 380,33 HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 w HEIGHT FIRE AREA SECOND FLOOR SLEEPING ROOMS 2 " 380 68.38 VERTICAL FT. / FT. = 5.56 U.F. 30 10 HEIGHT. BUILDING. KITCHEN 3 " 2 " 2 •. USE 2) 10' DIA. POOLS 3' DEEP = 6 V.F. DE THE VERTICAL DISTANCE STAIRS 40 (c) 10 1-1111ML01dRAD FROM GRADE PLANE TOR O THE AVERAGE HEIGHT UNLIMITED AREA 3 STORY GUARDRAIL AND HANDRAILS (d) 10 2 3 3 ' ,� SURFACE = 23'-7�" OF THE HIGHEST ROOF AS (PER TABLE 503 200 (c) ,.,0 / 42.25 VERTICAL FT. / FT = 8.99 V,F, 1115t o AS PER SECTION 502 OF ROOF 30 10 3 " THE BUILDING CODE OF USE (2) 8' DIA. POOLS 4'-6" DEEP = 9 U.F. NEW YORK STATE. 2" a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- 2 POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 0R RT 25 TOTAL HEIGHT FROM RIDGE TO GRADE 32'-9 13/16' b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3„ 2" PECONIC, NEW YORK c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY FIRST FLOOR 380 / 22.34 VERTICAL FT. / FT = 17.01 V.F. LUMBER SPECIES AND GRADE DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 2 2„ tI�E (4) 6' DIA. POOLS 4'-6 DEEP = 18 V.F. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 3" DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. GARAGE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN BATHROOM ACCORDANCE WITH SECTION R802.10,1. 2 l.. COVER TO BE TRAFFIC BEARING GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 3" 4" F=.A. VENT 6 " PLUMBING RISER DIAGRAM TABLE R402.2ABOVE GRADE ASI.- MULTIPLE POOL SYSTEMS ARE TO MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE C ' O, C . 0 . MINIMUM SPECIFIED 4 C.0 . NOTES: C 3 3" TO S C D H S APPROVED CSL CROSS-CONNECTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) SEPTIC SYSTE M DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 4" Cl (PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTIONHOUSE WEATHERING POTENTIAL (FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE PLUMBING RISER DIAGRAM (NTS) TRAP BASEMENT NA SEVERE (b) DESIGN PROFFESS10NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FIRST FLOOR NA (UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SECOND FLOOR 1814 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER (FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) STEAL: DATE: BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME - - JULY 6, 2011 ATTIC (HOUSE)(a) 1550 sq. ft. BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. pF.NEw� PROJECT No: O 1041-2011 ATTIC HOUSE b 450 sq. ft. GRADE, EXCEPT GARAGE FLOOR SLABS KQ' GARAGE 2000 sq. ft. NO SUBSTITUTIONS `" lG�� 0' B'q�Q �'r DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS 'P� ATTIC (GARAGE) a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND All Framing Hardware Shown On these Plans, FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ,7 ,;. 1." BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, Is Simpson Strong- _ * CHECKED BY: SCREENED PORCHES NA .TieNO Substitutions are Approved or Authorized. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND RB suNRooM NA UAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY �' r Y: �� '� SHEET NUMBER: Due to the Relationships of Framing Hardware L_ REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND PORCHES, CARPORTS AND STEPS EXPOSED TO EQ n ' DECKS NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) NOT F� COVERED PORCHES NA SHEATHING NOTES: to the other Components of the Structure, any e A DE.,��N) ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES LLC. THE �C�FESSION�� COVERED ENTRANCE 24 sq. ft. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render S RIG�iT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED G1 POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the EXC'USIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. UNCOVERED ENTRANCES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (a) AT 28 DAYS PSI Installer / Contractor Assuming Responsibility for -2,11fi-7 (a) (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. DOB NUMBER: OF (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL WITHOUT STORAGE(b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 2 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Acceptance of these drawings does not authorize the right build Without (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) ( ) the authorization of local governing agencies, SUCK as Suffolk County Dept. (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. g P Y ® KEHbDESIGN•ASSOCIATES,ur (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE conditions, codes, and requirements with such agencies prior to construction. h NSTRUCTION %%��/!% i % ;' ' %/ ' r ;;%%/i SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CO �, � i;/,� ,.. USE A MINIMUM OF MTS 2 0 L_ T S 2 0 22/1 -- ____"� ��/'% 1 TWO 8d NAILS THIS u _ iR SIDE OF TRUSS. FASTE=NERS ALLOWABLE LOADS 1.2 LOAD ' val WITH / JILIL LATERAL TOTAL FOUR o ® o ° // ` UPLIFT UPLIFT CODE 8d NAILS MODEL GA 8dx1 N0. TO TO AVG — I NAILS TO ULT. (133/160) z REF. INTO TRUSS rf I� ®fly ! RAFTERS/ PLATES STUDS (133) (160) F F2 (133& _ _ TRUSS e - NOTE: REFER TO SIMPSON WOOD CONSTRUCTION a-s' TAKE-N PROVIDE EI ING OIS ON TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 430 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND ' m AND ON SIDE OF RAFTER J KEHL DESIGN ASSOCIATES LI,C •j_ PROPER INSTALLATION PROCEDURES residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ARTJ'x12 DIMENSIONS FASTENERS TWO o (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Bd NAIL o P0.Boz 1615 phone; (631 433 9084 MODEL GA AVG INTO Southold,New York 11971 E-Moil: ssbn654,eoptonline,net NO. MAX. CLEAR ULT. LFTA 2 LFTA REF. PLATES °po °• •• ° L QTY DIA 1 2" 2 3" 3 1 2" 2 3" 3 ' EIGHT --- 801 DTH PAN 8d NAIL INTO S P 4 e Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 1400 5, 44, 85 STUD e i%%/�/�/7' LFTA 16 2J" 17" ;i8�"16-10d — 4200 0 OWNERSHIP & USE OF DOCUMENTS: ° 2 DOUG-FIR LARCH / SO. PINE °° FASTENERS ALLOWABLE UPLIFT LOADS These drawings and specifications including the MODEL L AVG 10d 10d x 12" CODE REF. LSTA21 A 21 ideas, design and arrangements represented LFTA ASSOCIATES LLC. No art thereof No. ULT. therein, are the property of KEHL DESIGN (133 / 160) {133) (160) p e eof shall be 1od 1od x l}" P P Y copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 00 0 with any work or project other than for which ° they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTgn"x12 0 ° Slr,pson Strong-Tie LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 CNW- ° HGA10 Rev: 01-30-17 COUPLER NUT DETAIL "E" ° ° ° DOUG-FIR-LARCHy Equal number of �Cjo TYPE OF DIRECTION SO. PINE CODE specified nails InALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF 1 (133/ Simpson Strong-Tie DETAIL No. TION (100) (125) 160 each end t► " I•: K G 515 645 670 CS16 NOT FOR LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H11 CONSTRUCTION H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S'""(DF/SP) (133) HOLDOWN HOLDOWN ARTR-x12 DEFLECTION DEFLECTION CODE sTu 5 MODEL MACAT HIGHSTHINE E UNLESS STUD AVG AT HIGHEST ALLOWABLE REF. BODY NO. BASE 4 ANCHOR BOL ULT. ALLOWABLE LOAD DESIGN o° �SIMPSON CERTIFIED BY A GA GA HB IN VERTICAL WOOD MEMBER BOLSB W H B s0 CL DIA " DESIGN WHEN RAISED OFF o° QTY DIA 12" 2 22" 3" 32' 52" LOAD THE SILL PLATE o TAKE-UP WASHER PROFESSIONAL HD2A 16 12 416" 22" 2J" 8" 2,1" 1" 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 1 2 12150 1555 2055 0 ARTS"x12 ENGINEER MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS OF SP ODE N0. AVG W L STUD PLATE ULT. (133)2 / (160) R SP4 319x" 71" 6-10d x 12" 2917 735 885 7, 40, 127 0 MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE No. CA W _ NAILS 100 R (133) (160) REF. °° WORK NOTES: LSTA21 20 11" 1 21 16-10d 905 1 1205 1 1295 7, 40, 90 °O MODEL DIMENSIOVS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. REF. GA W _ NAILS 10�R (133) (160) Simpson Strong-Tie MSTA24 18 1 1 24 18-10d 1 1025 1370 1640 7, 40, 90 LUS46 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HDZA N0. (LENGTH ESD GA CUT LENGTH (TOTAL) (1 00) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 1 14•' 16 CLEAR SPAN +31" 28-8d 1235 1650 21j" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HG DIMENSIONS FASTENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. -FIR AR H PIN A wA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F'1 W H E3 10d 16d JOISTS LILT. (133)1(160)1 10d I 16d I 10d I 16d 10d I 16d I REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 — 4-16d 4-16-d 6076 1140 1160 1000 1150 — 1250 7, 40, 127 DETAIL, "I" STU 5' HUS210-2 14 3A" 9J" 2 8-16d 8-16d 6076 1755 2105 —11650 — 1900 2065 1, 36, 84, 122 1 ARTJ-x128 -FI AR H PIN ALLOWABLE SIMPSON FASTENERS UPLIFT LATERAL CODE TAKE-UP WASHER MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fi 160 HGA10KT 14 1 4-SDS4""x12" 4-SDS}"x3" 1523 435 435 1165 940 CN W- USE A MINIMUM OF S P 4 COUPLER N U T TWO Bd NAILS THIS PROJECT: SIDE DF TRUSS. COUPLER NUT S P 4 STU 8 - TOTAL FOUR o /• 0 SE A MINIMUM OF SIMPSON • IOd NAILS NTO TRUSS SIDO8d NAILS E OF TRUSS,THIS MTS16 sru - LSTA21 SIMPS❑N TAKE-UP WASHER MTS 16 SIMPSON TOTAL FOUR /. 0 HII2A TAKE-UP WASHER Strong-Tie A N LIlN NO)'III IINTO TRUSS LSTA21 R A 4hE HUS210-2 TWO FI E3 AIL o ANCHOR BOLTS TO PLATES °0° 8d NAIL BdDNA1L ° o RT 25 INTO DETAIL A STUD Simpson Strong-Tie PLAOTES °0° "All PECONIC, NEW YORK EIGH _ H7 Bol NAIL DETAIL "D" DETAIL "G" DETAIL I J" INTO STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie DRAWING TITLE: LFTA ROD SYSTEM LFTA LFTA SIMPSON WINDLOAD ° I I BP PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE CHARTS / CALCULATIONS/402.1.2 Insulation and Fenestration Criteria STRONG-TIE DETAILS ANDPRESCRIPTIVE DESIGN The building thermal envelope shall meet the requirements of Table 402.1.1 based on the climate zone specified in chapter 3 REQUIREMENTS AS PER TABLE 402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BYCOMPONENTa THE ENERGY CONSERVATION CLIMATE FENESTRATION SKYLIGHT b CEILING WOOD MASS FLOOR BASEMENTC SLAB d CRAWL CONSTRUCTION CODE OF LTP4 ZONE U-FACTOR rp� U FACTOR R VALUE FRAME WALL WALL R•VALUE WAIL R-VALUE SPACE I LTP4 R-VALUE R-VALUE 9 RNALUE &DEPTH R-VALUDETAIL "L" E NEW YORK LTP4 4 0.35 0.80 38 13 5/109 19 10/13c 10,211 10/13c NOTES: n n THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL C DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE For SI: = 1 foot = 304.8 mm PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie a. R-values are minimums. U-factors and SHGC are maximums. R-19 batts compressed into a nominal 2x6 framing cavity ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections such that the R-value is reduced by R-1 or more shall be marked with the compressed batt R-value in addition to the full EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR thickness R-value. SHEATHING NOTES: UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. b. The fenestration U-factor column excludes skylights. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: c. The first value shown represents minimum "R" value of continuous insulated sheathing on the interior or the exterior of the FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. JULY 6, 2011 LTP4 DETAIL "B" wall, the second value shown represents minimum "R" value of the cavity insulation at the interior of the basement wall. 10/13" OF NEIN PROJECT NO: LTP4 means R-10 continuous insulated sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of (1) SHEATHING TO BE NAILED TO CCA SILL Q'CE' y0 the basement wall. (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM 5 O• Bq,Q 1041-201 1 Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES O� '�y�A DRAWN BY: Floor-to-Floor Connections d. R-5 shall be added to the required slab edge R-values for heated slabs. (4) SHEATHING TO BE NAILED TO TOP PLATE * -A * BDK P. CHECKED BY: e. Or insulation sufficient to fill the framing cavity, R-19 minimum. NO SUBSTITUTI❑NS SHEET NUMBER: f. "13+5" means R-13 cavity insulation plus R-5 insulated sheathing. When structural sheathing is utilized per requirements of All framing hardware shown on these plans, OA 081868 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER the Residential Code of New York State. Section R602.10 Wall bracing (or per requirements of the Building Code of New York RSSION PF P� State. Section 2309.8.3 Bracing), insulating sheathing with a minimum value R-2 shall be added over the required structural unless otherwise indicated, IS Simpson Strong-Tie, G ^THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK sheathig. All other areas must be sheathed with insulating sheathing of R-5 as indicated by the table. If 100 percentNo substitutions are approved or authorized, L continuous structural panel sheathing is used on a 2x4 wall, then R-5 continuous insulated sheathing must also be applied over *111-7 /1-7 NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS the structural sheathing. Due to the relationships of framing hardware t0 OF TABLE 402.1.1 BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3 the other components of the structure, any framing DOB NUMBER: OF g. The second R-value applies when more than half the insulation is on the interior of the mass wall. hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and © KIHIrDESIGN•ASSOCIATES,m performance of the entire system, 4 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS %:ice%%% RTT A B KEHL DESIGN ASSOCIATES LW residential & commercial design • consulting 20'-0" P0.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC a formerly D A K Associates,LLC — —— — ——— -----.�r— —— —— —— —— —— —— —— —— —s\—— —— —— —— —— —— —— —— —- ----Rim— -- —— R I o OWNERSHIP & USE OF DOCUMENTS: - -�i-- --I------ —r — r— I " I � " I i 1 I r 1 These drawings and specifications including the Panel , I I ideas, design and arrangements represented 6 Expansion Joint I 6 Expansion Joint I I aExpansion Joint I I therein, are the property of KEHL DESIGN p I p I I Expansion Score line around perimeter I I ASSOCIATES, LLC. No part thereof shall be ( around perimeter around perimeter I I copied, disclosed to others or used in connection I I I To SCDHS I I o i I i I I I \ I with any work or project other than for which Approved I I \ I \ I 3500 PSI Conc. Slab they have been prepared without written consent. Septic I 6" P.C. Slab w/6x6 WAM, 10/10 Go. P I I 3500 PSI Conc. Slab I I 3500 PSI Conc, Slob I System I 2'-0" I i I 6" P.C.Slab w 6x6 W.W.M. 10 10 Go. I o 6" P.C. Slab w/6x6 W.W.M. 10/10 Go. I I / / Rev: O 1—30-17 Walls on Water Pit to be 18" High \ I I \ Trapnit Floor to be pitched }° Per Foot i I I ✓� I I Floor to be pitched }" Per Foot K/ NOT FOR Vent 16 i I i o f // I P I II I Expansion Score line I Expansion Score line I Expansion Score line i Expansion Score line o I I i CONSTRUCTION MI o N l ISI I USE UNLESS " v��r---- t----- --------------- --------------- ---------------- ---------------- -Z-- -------- --------- -------------- ---- TTI I�I I CERTIFIED BY A oI Drain PROFESSIONAL 5'x5'xl' Conc. Ftg. w/#5 Rebar I I ®8"oc, Each Way, Equally Spaced I 5'x5'x1 I Expansion Score line I �j 1 I I ENGINEER I ' Conc. Ftg. w/15 Rebor 1 @ 8"oc. Each Way, Equally Spaced GARAGE SCALE: 1/4"= 1'-0" I I ,I-p" SLAB FiJIDrain Frpm Second Ploor - f2.I WOR4< NOTES: I 3500 PSI Conc. Slab I I I I I I SCALE: 1/4"=1'-0" 6" P.C. Slab w/6x6 W.W.M. 10/10 Co. I I I I \3500 PSI Conc.Slab — —— — — — I 6" P.C. Slab w/sxs w.w.M. 10/lo ca. I I I \ I I -5'-o Expansion Score line I Expansion Score line I Expansion Score line I Expansion Score line I I I 1n 21'-10' 122'-1" I I ° i -------------------------- ————————————— ------------ ---------------------------- -- d I I I 'o of Walls on Water Pit to be 18" High I I I o Floor to be pitched }' Per Foot Water I I pit a �_�__ _ I Floor to be pitched #" Per Foot I i Expansion Score line o NI I NI \3500 PSI Conc,Slab I \3500 PSI Conc, Slab 0 Foundation to be I \ I I 6 P.C. Slab wj64 W.W.M. 10/10 Go. I 6 P.C. Slab w/6x6 W.W.M. 10/10 Go. 6"Expansion Joint Filled in when I 3500 PSI Conc. Slab \ " arounderimeter Concrete Floor is p Poured I 6" P.C. Slab w/6x6 W.W.M. 10/10 Ga. Foundation DroppedI c i Dropped Foundation I i i Foundation Dropped 9For2'-0" From Top of I I I 2'-0"From i I I Top of Foundation Foundation 6'8" Door o I o I I I Foundation to be Filled 3'-6"Wide Masonry Opening I I 6"Expansion Joint I I 6"Expansion Joint 1 6"Expansion Joint in when Concrete Floor I x I I is Poured around perimeter I I around perimeter around perimeter 7�' o M o I � I I I d � L— - - --�4 - - - -I---- - - - ---- - -- -..- -�— - -- - -- - - - - -- r--,rte ---- -- -- -- - - -� I - -- -"' - -- -, - - - - --- ---- -� —— o -- 3" r— -- - - -- -- -- -- -- -- ---- : - -- -- -- -- - -- -- -- -- - -- - --- -- -- -- - Provide (2) 2x3 Blocks PROJECT: in Each Corner when Provide (2) 2x3 Blocks o in Each Corner when 3-0 Pouring Foundation. Pouring Foundation. 4Y"i Operation of Door) Allow For Proper 13 4 4Y"I (33/' (To Allow For Proper Op Operation of Door) ' ESIDE r1\ 110ft E A INV' Ur r%A"ft E —D" a' 0" RT 25 A B PECONIC, NEW YORK DRAWING TITLE: FOUNDATION PLAN_ PLANS AS NOTED SCALE: 1/4"=1'-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Expansion Score line Expansion Score line Expansion Score line Expansion JointSEAL: DA1 E: JULY 6, 2011 O1 SEW y PROJECT NO: Compact F11 Compact Fill 0"� — !�, !Q' - - - - - - - - - - - - - - - - - - - - - — g'�P ��'O.@q 'P.f 1041-2011 Compact Fill 0 'ey�' DRAWN BY: 1'- �t B D K ir• 1'-0" ��''� CHECKED BY: © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND SLAB DETAIL ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY s�oA oa1s68 �C,�' SHEET NUMBER: NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND R P� DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE of SStoN A� SCALE: 1/4"= 1'-0" RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 01 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without DOB NUMBER: OF the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all ® 1EHGDESIGN"ASSOMTES,uc conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS "n/"/, ';% 'r tlJ±1 - - S � KEHL DESIGN ASSOCIATES Lw residential & commercial design . consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC A B JWNERSHIP & USL OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented 50'-0" therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 12'-7" 12'-0' 12'-0' 10'-6" 20'-0" with any work or project other than for which they have been prepared without written consent. All Headers are to be All Headers ore to be All Headers are to be (2)14 x 91" LVL unless AXW3 (2)14"x 91" LVL unless AXW3 (2)14"x 9� LVL unless Rev: 01-30-17 otherwise noted Amin otherwise noted Amin otherwise noted Amin Venting Venting Venting Electric Water bibb N Panel LVOT FOR ® CONSTRUCTION X � Q � i USE UNLESS Insure Floor Joists are Insure Floor Joists are Not Placed in Locations Not Placed in Locations o CERTIFIED BY A (2)2x6 Header Top Plates ' of Drains Above of Drains Above PROFESSIONAL N (2)14"x 14" LVL Header Trap ; ENGINEER pit (2)2x6 Header Top Plates 8 M rn = 3'-3"-- --3'-11"-- 1 1 o Garage Door Header Detail o WORIK NOTES: V2 2. " GARAGE- SCALE: ARAGE 1 � - • SCALE: 1/4"= 1'-0" 1 1 1I°° —3'-.5 � 0" ,2 > w z^ Plumbing To Be Bozell Our 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 — - - - - 6 o SLAB 4'-W��y" o c — — — — 3x o D 00o x� -11� I 1� J� -" -- y - 3'-8Y2 v N N = — — Access Water Door TO NEW ———— Water pit pit s v BATHROOM -- — N LAYOUTPROJECT: SCALE: 1/4"= 1'-0" All Headers are to be All Headers are to be All Headers are to be Q> zA PME Eft.0 R A L"w) E (2)14"x 92" LVL unless (2)14"x 9�'LVL unless (2)14"x 9r LVL unless o 0 otherwise noted otherwise noted otherwise noted 3'0"X 6'8 M El" . C E AXW31 AXW31 AXW31 Venting Venting Venting (2)14"x gr LVL Header 4X4 ACQ to be Boxed Out RT 25 Boxed Out with Azek with 4" Azek Trim PECONIC, NEW YORK DRAWING TITLE: FIRST FLOOR PLAN 12'-0" 12'-0" 10'-6" 20'-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN( PROFESSIONAL W4iOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD (CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN( PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR B UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: JULY 6, 2011 pF NEWYO PROJECT NO: 5 �� 0- Bq,Q �'� 1041—201 1 FIRST FLOOR PLAN �� DRAWN BY: A * * BDK SCALE: 1/4"= 1'-0" t � r- UJHECKED BY: COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY186 o SHELT NUMBER: <'h � NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND �Ai, FE; ,\w DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE A1 02 RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 7 Acceptance of these drawings does not authorize the right to build without DUB NUMBER: OF the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® > DFSIGN•ASSCiCIATES,uc agencies prior to construction. GENERALREFER TO NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS j> I�, r - , 1 ®H� KEHL DESIGN ASSOCIATES residential & commercial design • consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,net AB Kehl Design Associates,LLC e formerly D A K ASSociotes,LLC OWNERSHIP & USE OF DUCUMLNIS: These drawings and specifications including the ideas, design and arrangements represented 0-0 therein, are the property of KEHL DESIGN -1" '-2" 14'-6" -9" 12'-6° ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 3" 3" 3" AXW31 Rev: 01-30-17 CXW15R S.M. CXW15L S.M. CXW15L CXW1513 S.M. CXW15L Venting All Headers are to be All Headers are to be (2)1�x 9�" LVL unless (2)1J"x 91" LVL unless l� N NOT FOR '-7y° 27'- otherwise noted otherwise noted ° ° BATH 1-4 CONSTRUCTION e14" °o ROOM o USE UNLESS CERTIFIED BY PROFESSIONAL 0 ENGINEER 0 O N 3'-4" N fm M') WING ROOM WORK NOTES: LL x � 3'-9Y' 2' ?Y" N � � U MEN � � d t5 O rn N I } CH All Headers are to be BEDROOM (2)1�"x 9�' LVL unless o otherwise noted " 92" i 2 m io —7� 16'-0" x ( U Q 1'-6" 7'-2N '4 -3y2" 2'-6' 2,0„ 6'8" 2'0'X 6'8" ' 0 Door GAS Door Door Door CLOSET FIREPLACE 23'-6° ''-0" 16'-0° " PANTRY 32 i PROJECT: STORAGE STORAGE A H RA PE)h E R E I u"' EIN' It'; E RT 25 PECONIC, NEW YORK DRAWING TITLE: A B FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE E OND FLOOR PLAN DESIGN EEN FIELD O ASSUMES NO LIABILITY FOR OMMD UP DUE M UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-0" .SEAL: DATE: JULY 6, 2011 FNEIN),O PROJECT NO: O.Bq,Q -�� 1041—201 1 y� DRAWN BY: * � - * BDK ... " NECKED BY: COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY SHEET NUMBER: NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC, THE k�FE to�AP� Al ®� RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED A EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without DOB NUMBER: OF the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® C�HGDESIGN•ASSC+CIATES,uL agencies prior to construction. i KEHL DESIGN ASSOCIATES Lc i T residential & commercial design • consulting ' / P0.Box 1675 phone: X631]433-9084 Southold,New York 11971 E-Mail: ssbn6549oplonline,net Kehl Design Associates,LLC"formerly D A K Associates,LLC OWNLRSHIF' & USE OF DOCUMENTS: These drawings and specifications including the \ ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. i Rev: 01-30-17 NOT FOR CONSTRUCTION N USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER WORK NOTES: FRONT ELEVATION_ SCALE: 1/4"=1'l a; PROJECT: A' HDRADE 'b'2E S I D E H Cw;"' E RT 25 PECONIC, NEW YORK DRAWING TITLE: ELEVATIONS - AS NOTED I NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 5 EAL: DATE: C JULY 6, 2011 � _,F NEwY PROJECT N0: LD 0 O 8q 0 1041-2011 Q. DRAWN BY: „! BDK CHECKED BY: © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAYT2s -` '�`"" �� SHEET NUMBER: REAR ELEVATION NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND CoA L181a6a DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE Ro ES', RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED -A201 SCALE: 1/4"= 1'-0" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. z/17 Acceptance of these drawings does not authorize the right to build without DOB NUMBER: of the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all C KEMDESIGN•ASSOCIATES,ur conditions, codes, and requirements with such agencies prior to construction. // ✓ - -- -- — --- ��4.�a �,• ----- \ ---- - - ,was i% T -- --- - _ - KEHL DESIGN ASSOCIATES LLc ---- T residential & commercial design • consulting _. P0,Box 1675 phone, (631)433-9084 Southold,New York 11971 E-Mail; ssbn6Woptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the - ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Rev: 01-30-17 NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER o WORK NOTES: RIGHT ELEVATION_ SCALE: 1/4"=1'-0" PROJECT: — — N -- F mow 09' E ' E EIE E PECONIC, NEW YORK DRAWING TITLE: ELEVATIONS - AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: JULY 6, 2011 O AF NEw PROJECT NO:O�P�� 9,q rO,Q� 1041—201 1 DRAWN BY: q,9k BDK * CHECKED BY: © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND �` ( RB ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY z r ,n � �� SHEET NUMBER: NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND �o'� DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE A�OFESSlow, A %02 RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. LEFT ELEVATION DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, SCALE: 1/4"= 1'-0" of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all ® KEHbDESIGN•ASSOCIATES,uc r conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS '%''r'' %% '% !' %%- -: �j// / ,., / //fG,�/�%iii=�//�f% 2x12 Ridge Hurricane strapping - P 9 KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting P0.Box 1675 phone; (631)433-9084 Southold,New York 11971 E-Mail; ssbn654@optonline.net -� � 2x6 Collar Ties - "oc. Kehl Design Associates,LLC o formerly D A K Associates,LLC uWNEkSHIP & USE OF DOCUMENTS: CD _� -'� These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection Attic with any work or project other than for which they have been prepared without written consent. 20 Hangers - Q"oc. 2z4 Hangers - 48"oc. Rev: 01-30-17 2x6 /2x4 Strongbock 2z6 /20 Strongback 2x Furring NOT FOR 30 Year Architectural Roof Shingles JCD X Subfoor 15 LB Felt CONSTRUCTION Y' COX Sheathing , 2x10 Roof Rafters 2x10 Ceiling Joist - 16'oc. (MA b USE UNLESS R-38 Insulation R-38 Insulation R-38 Insulation R-38 Insulation CERTIFIED BY A PROFESSIONAL ENGINEER 2x4 Studs -16"oc — Stairwell- i WORK NOTES: R-30 Insulation— L JZ Sheetrock to be installed on all L J Walls and Ceilings. This Includes any Y" Sheetrock to be installed on all R-15 Insulation Area where the Face of Insulation is Walls and Ceilings. This Includes any Exposed. Area where the Face of Insulation is Exposed. 4' COX Subfoor Hurricane strapping - 5" Seamless Gutters- cv GPI65 x 14" ®16"oc GPI65 x 14' @ 16"oc I �jR I 1"x 8' Azek Fascia- R-30 Insulation R-30 Insulation 2z8 Plate R-30 Insulation R-30 Insulation 2x4 Outriggers @2'-0"oc. W2lx50 Steel Beam Azek Soffit 1* x 6" Azek Freeze- 5/8" Type'z"Sheetrock to be 5/8" Type "z" Sheetrock to be Hurricane Strapping- installed on all Walls and Ceilings 6264"Box Tube installed on all Walls and Ceilings As per NYS Code As per NYS Code _ l PROJECT: CV All Headers are to be All Headers are to be All Headers are to be All Headers are to be Fire Blocking (2)1J"x 91" LVL unless Stairwell (2)1 x 9p" LVL unless (2)1 x 92" LVL unites Garage of (2)lrx 91" LVL unless 9 otherwise noted \ otherwise noted otherwise noted in otherwise noted A N "D" RAEDI, Type "X" Sheetrock R-21 Fiberglass Insulation Hardie-Plonk Siding 6?" Exp. I ( RT 25 2' COX Sheathing Felt g ( l� I PECONIC, NEW YORK Y° , 2x6-16' oc Wall Stud: L J L I — J L - - - J I L - - J R-21 Insulation 'Type "X' Sheetrock DRAWING TITLE: 26 Top Plate 2x6 Doug Fir Sill - J"Type"X' Sheetrockl 2 x 8 pressure treatec' - R-15 Insulation I CROSS SECTION A ACO sill plates (joist bearing plates) - Termite shield on fiberglass = 2x4 Suds -16"oc. sill sealer - typical _ 2z4 Doug Fir Shoe Hurricane Sira PP In9- = 2x4 ACO Sill 6" P.C. Slab w/6x6 W.W.M. 10/10 Go. NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 1"z12" Anchor Bolts 2'-0"oc. _ - PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 8' Poured Concrete Foundation Wall _ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE w/#5 Rebar - 48' ac Vertical Rods = 2" Rigid Insulation (R-10) 0 5'x5'xl' Conic, Ftg. w/15 Rebar _ DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT �� @ 8"oc. Each Way, Equally Spaced �� _ FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2" Rigid Insulation (R-10) _ N S EAL: DATE: JULY 6, 2011 16" z 8' Concrete footing with (3) #5 rebars a 00 PROJECT NO: AF NEW Y 1041-201 1 CO p„QqR O�� DRAWN BY: BDK �A * CHECKED BY: © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS ANDCROSS SECTION A ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY �Z SHEET NUMBER: NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE A301 RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED SS P EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. DO Acceptance of these drawings does not authorize the right to build without � B NUMBER: OF the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all ® KEHbDESIGN•ASSOCIATES,uc conditions, codes, and requirements with such agencies prior to construction, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS / ,, % /��, :� ,- 2212 Ride Hurricane stropping - KEHL DESIGN ASSOCIATES 1.I.0 residential & commercial design . consulting � n 2x6 ollar Ties - 'oc. �1 -0 P0.Boz 1675 phone: (631�433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net I/%D o,%/i n As j�/� P' i% ate %�ll/�l ,/7 LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Attie copied, disclosed to others or used in connection �/ with any work or project other than for which � -0 2x4 Hangers - 48°oc. 2z4 Hangers - 8"oc. they have been prepared without written consent.1 Rev: 01-30-17 o Oh� 7:�— " CDX Subfoor 1�� 2x6 /2x4 Strongbadc 2z6 /2z4 Strongback NOT FOR 30 Year Architectural Roof Shingles 15 LD Felt CONSTRUCTION Y" CDX Sheathing h6ffl ) 2x10 Ceiling Joist - 16"oc. 2210 Roof Rafters USE UNLESS R-38 Insulation R-38 Insulation R-38 Insulation R-38 Insulation CERTIFIED BY A PROFESSIONAL R-21 Fiberglass Insulation ENGINEER 2x6 Studs -16"ac - Sheetrock to be installed on gall Walls and Ceilings. This Includes (any Area where the Face of Insulation is Exposed. R-30 Insulation— Y" Sheetrock to be installed on all Kitchen Dining Room WORK NOTES: Walls and Ceilings. This Includes any R-15 Insulation I Area where the Face of Insulation is °O Exposed. Attic R-21 Fiberglass Insulation Stora e CDX Subfoor ' Fire Blocking 2" Closed-Cell Spray Foam Insulation Fire Blocking Hurricane strapping r� 5' Seamless Gutters CV I GPI65 x 14" ®16"oc Q% GPI65 x 14" @ 16"oc GPI65 x 14" 11 1"x 8" Azek Fascia- R-30 Insulation 2x8 Plate R-30 Insulation 2x4 Outriggers @2'-0"oc. a W2lx50 Steel Beam Azek Soffit 1° x 6" Azek Freeze- 5/8" Type"x" Sheetrock to be 5/8" Type "x" Sheetrock to be Hurricane Stropping- installed on all Walls and Ceilings 6x6xJ" Boz Tube installed on all Walls and Ceilings As per NYS Code P PROJECT: O _ I N \ O Fire Blocking — Gara a �, Garage N Pug"" RAD"t E N Type "X" Sheetrock C-) R" E Sk I Iffaw" E fxm Jw` E R-21 Fiberglass Insulation RT 25 PECONIC, NEW YORK Hardie-Plank Siding 62" Exp. 30# Felt Y" CDX Sheathing °Type 'X" Sheetrock DRAWING TITLE: 2x6-16" oc Wall Studs R-21 Insulation 2z6 Top Plate 2x6 Doug Fir Sill - J"Type "X" Sheetrock) 2 x 8 pressure treated R-15 Insulation - CROSS SECTION B ACO sill plates (j is'. bearing plates) Termite shield on fiberglass 2x4 Suds -16'oc, c� 6" P.C. Slab w/6x6 W.W.M. 10/10 Go. _ sill sealer - typical 2x4 Doug Fir Shoe 2x4 ACO Sill - NOTES: Hurricane Strapping- THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE = DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE "x12" Anchor Bolts 2'-O'oc. _-_-_-_-_-_- _---_ -_ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 8" Poured Concrete Foundation Wall 5'x5'xl' Conc. Ftg. w/#5 Rebar DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR w/#5 Rebar - 48"oc Vertical Rods 2' Rigid Insulation (R-10) O = UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT = I ®8"oc. Each Way, Equally Spaced FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2" Rigid Insulation iR-10) _ cv SEAL: DATE: JULY 6, 2011 16" z 8" Concrete rooting with (3) #5 rebors e PROJECT NO: 1041-201 1 �F NEIN'y0 DRAWN BY: BDK �09-A CHECKED BY: ,Ar 0 COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND .� ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY SHEET NUMBER: NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE �`p r�8�8�� '�CROSS SECTION ! .6 .RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED kO EA302 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. / Acceptance of these drawings does not authorize the right to build without DOB NUMBLk: OF the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all ® KEHbDESIGN"ASSOCIATES,uc conditions, codes, and requirements with such agencies prior to construction, s GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION '`. General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF RIVERHEAD, NEW YORK, BUILDING CODE, AND C 0 N T R A C T 0 R T E SREGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: - = -- ------ ' Fri'• 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A DoAoK ASSOCIATES LLC _ 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. residential & commercial design o engineering e consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: (631)767-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF RIVERHEAD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, o. All trusses shall be "shaped" as shown on architectural cross sections. Westhampton Beach,New York 11978 fax: 16311466.3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENiMATED SPACE. E-Mail: CArm8888@aol.com BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED r, Deerkoski,ArmB KehlAssociates,LLCoformerlyEastEndDesignAssociates,LLC AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF RIVERHEAD, NEW YORK, AGENCIES 6. Plywood sheathing. ONDUITS. OWNERSHIP & USE OF DOCUMENTS: G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AF-1-FR WORKING HOURS. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All plywood shall be in accordance with the American Plywood Association (APA) specifications, b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LE ;rA�;E IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. y g p g P y pp ideas, design and arrangements represented corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. LLC. No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO(TI IE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. E = 1 ,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUIL'JINK2 SITE PERIODICALLY TO AVOID EXCESSIVE APPROVED : TOTED PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. DATE: 13 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: FEE: 2 Fv = 285 PSI NOTIFY BUILDING DEPARTMENT AT 8. ELECTRICAL WORK SHALL. BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 765-1802 8 AM TO 4 PM FOR THE THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. FOLLOWING INSPECTIONS: DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTi'::S TO WORK OTHER THAN REGULAR HOURS. 1. FOUNDATION - TWO REQUIRED 9. THE CONTRACTOR SHALL DRAWINGS, AND ALL OIER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, :)R ELECTRICAL SERVICES TO THE OWNER. 3. INSULATION 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL-,NOT CR;,-_AFE DUST, DIRT, OR OTHER SUCH � THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. - 4. FINAL - CONSTRUCTION MUST 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH BE COMPLETE FOR C.O. REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES ALL CONSTRUCTION SHALL MEET THE LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS REQUIREMENTS OF THE CODES OF NEW WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE YORK STATE. NOT RESPONSIBLE FOR 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE DESIGN OR CONSTRUCTION ERRORS, RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK N01ES: SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE � 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY CONIPU- WITH ALL CODES OF AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR NEW YORK STATE & TOWN CODES ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. AS REQUIRED AND CONDITIONS OF 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS rJdi - SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES, Spy11610101 c, RIANNING, ARD Sop STEES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: ` .`, ��. . ' '� `` `f GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ' �.� �'°,. � � SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE ALL VENTS ARE TO BE v C A TE D AT THE REAR OF THE HOUSE 45LOAD SPEED (niph)lbs/sqft 120 (mph) CATECGORY WEATHERING DEPTH 3 O" MODERATEMITE TO HEAVY SLIGHT TTOCAY MODERATE 11 TEMP.�grrees MENT REQUIRED -1984/1998 CATEGORY ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS PLUMBER CER TIF DESIGN CRITERIA ALL PLUMBING TO BE IN ACCORDANCE WITH THE PLUMBING CODE OF NEW YORK STATE. ROOF RAINAG_E CALCULATIONS: C�NLEADCONTENT EFORE PRESCRIPTIVE DESIGN MINIMUM UNIFOPM DISTRIBUTED LIVE LOADS RTIFICATEOFOCCUPANCY (in pounds per square foot) 3" T H R O U C L-1 ;T-�O_C�FR O U G F_C�t „ ROOF- SOLDER USED IN WATER M WSUP PL Y SYSTE"CANNOT USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD I I --- I I ROOF OCCUPANCY OR EXCEED 2/1 p OF 1 LEAD. ROOF ARF.,A = 2282 s ftUSE IS UNLAW.R..1 , •,. USE OCCUPANCY EXTERIOR BALCONIES 60 10 RESIDENTIAL R-3 DECKS (f) 40 10 3" WITHOUT CERTIFICATE U = A x R x c OF OCCUPA"ICY' RETAIN STORM WATER RUNOFF TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 2" A = 2282 sq/ft PURSUANT TO CHAPTER 236 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 t = 2" RAINFALL = .17 ft OF THE TOWN CODE. 3�� 2 ., R C = CO�FF. = 1,0 PLUMBING 2 V B .ATTICS WITH STORAGE (b,e) 20 10 U = 2282 x 1 x .166667 = 380.33 c.f.ALL PLUMBING WASTE PROJECT: HEIGHT AND FIRE AREA 3" BATHROOM ROOMS OTHER THAN SLEEPING ROOMS 40 10 Dw I &WATER LINES NEED HEIGHT FIRE AREA 2 SECOND FLOOR 380 68.3° T BEFORE COVERING / VERTICAL FT. / FT. _ 30 SLEEPING ROOMS 30 10 USE (2) 10' DIA. POOLS 3' DEEP = 6 V.F. HEIGHT. BUILDING. MARM KITCHEN 3 " 2 " 2 " THE VERTICAL DISTANCE STAIRS 40 (c) 10 iAN D LJE FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 10 OR DJ NOT PROCEED I OF THE HIGHEST ROOF 200 (c) 2" 3" AS PER TABLE 503 3 FRR,f`11ND UNTIL SURVEY RESIDEINICE OF. DATION LOCATION SURFACE E 23N " 30 10 380 / 42.25 VERTICAL FT. / FT = U, 3 ,ErEl APPROVED. AS PER SECTION 502 OF ROOF THE BUILDING CODE OF 3" > USE (2) 8 DIA. POOLS 4'-6" DEEP = 9 V.F. NEW YORK STATE. 2 " a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- TOTAL HEIGHT FROM RIDGE TO GRADE 32'-9 13/16' POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 3„ OR RT 25 b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. PECONIC NEW YORK LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL. BE DESIGNED FOR THE UNIFORMLY - FIRST FLOOR380 / 2?.34 VERTICAL FT. / FT = 17.01 V.F. ' DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING USE (4) 6' DIA. POOLS 4'-6" DEEP = 18 U.F. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER '31, DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 2 " GARAGE d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN BATHROOM ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. 2" ALL COVER TO BE TRAFFIC BEARING GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 3,> PLUMBING RISER DIAGRAM TABLE R402.2 4" E.A. VENT 6" MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE C•O C.O. ��AB O�/E GRADE ALL MULTIPLE POOL SYSTEMS ARE TO C.O, / 4 C •0. nn SET: ISSUED FOR: DATE: MINIMUM SPECIFIED 3 " 3 TO S C D H S APPROVED BE C1,vSS-CONNECTED SEPTICAREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) SYSTEM 4" Cl CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTIONHOUSE BASEMENT NA WEATHERING POTENTIAL PLUMBING RISER DIAGRAM (NTS) TRAP FIRST FLOOR NA SEVERE (b) SECOND FLOOR 1814 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE SEAL: DATE: LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME JULY 6, 2011 ATTIC (HOUSE)(c) 1550 sq. ft. BASEMENT SLABS AND INTERIOR SLAB ON2,50o c CONSTRUCTION MANUAL WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT NO: ATTIC HOUSEb 450 sq. 'ft. GRADE, EXCEPT GARAGE FLOOR SLABS ( ) ( ) - . ft. NO SUBSTITUTIONS Nt w� 1041-2011 SUBST S © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. 200o sq o� GARAGE NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED i ? ';.�: ` 1. 1;-,, y DRAWN BY: ATTIC (GARAGE)(a) NA All Framing Hardware Shown on these Plans / ;�;; ° BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS g UNDER FEDERAL COPYRIGHT LAW. �'.I `f � CMA BONUS ROOM NA 3,000 (d) p g- \'` OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER UnIeSS Otherwise Indicated, IS Simpson Strong- �". j,.,.. - PLANS MAY NOT BE REPRODUCED WITHOUT - ; ' 1w CHECKED BY: SCREENED PORCHES NA .TieNo Substitutions are Approved or Authorized. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION, JJD SUNROOM NA PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CAL.ULATED FOR EACH CASE. ALL PL,,.dS AND DESIGNS ARE THE SOLE PROPERTY OF r SHEET NUMBER: DECKS NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) Due to the Relationships of Framing Hardware D.A.K. ASSOCIATES, LLC, 07 COVERED PORCHES NA SHEATHING NOTES: to the other Components of the Structure, any ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST FraminHardware Substitutions will Render THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE g G 1 COVERED ENTRANCE 24 sq. ft. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. -``= POOL HOUSE CABANA NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUSTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, Installer / Contractor Assuming Responsibility for Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL 1the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING ( ) SHEATHING TO BE NAILED TO CCA SILL (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1 ST AND 2ND FLOOR BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE construction. © D•A•K ASSOCIATES, LLC SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE AMINIMUM OF ' TWO Bd NAILS THIS MTS 2 0 L T S 2 0 --� ---�� DOUG-FIR LARCH SO. PINE UPLIFT SIDE OF TRUSS. ALLOWABLE LOADS ''2 LOAD ° _ TOTAL FOUR rin FASTENERS LATERAL WITH /• 0 GA UPLIFT UPLIFT CODE 8d NAILS ° MODEL (133/160) 8dx1�" o° N0. To TO TO AVG NAILS REF' INTO TRUSS RAFTERS/ PLATES 'STUDS ULT. (133) (160) F FZ (133& - STU "- TRUSS :- SIMPSON ° PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION s.o TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND SIDE OF CEILING JOIST D °A°K ASSOCIATES LLC ' AND ON SIDE OF RAFTER 1 PROPER INSTALLATION PROCEDURES residential & commercial design o engineering o consulting o _ H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ° ARTJ"x12 506 Main Street (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Bd NAIL o phone: (631767-6071 AVG Westhampton Beach,New York 11978 fax; 1631I 466 3354 MODEL GA ULT. LFTA LFTA REF. PLADTES °m , '• ° o ° °° a E-Mail; CArm8888@aol.com N0. MAX. CLEAR EIGHT-2 /i ° e Deerkoski,Arm 8 Kehl Associates,LLC o formerly East End Design Associates,LLC WIDTH SPAN L OT•Y DIA 1 2" F 3" 3�" 1�" 2" 2�" 3, 3�" J `t 8d NAIL INTO ° 1205 1400 5, 44, 85 STUD LFTA 16 24" 17" 38d"16-10d - 4200 °° OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE FASTENERS2 ALLOWABLE UPLIFT LOADS a o These (drawings and specifications including the MODEL L AVG 10d 1Od x 1J" CODE LFTA I 1 ° N D ULT. REF. L� S T A 2 1 ° 10d tod x 1 " (133 / 160) (133) (Iso) Ideas„ design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed ° °° to others or used in connection with any work MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° ° °° or project other than for which they have been °° ° prepared without written consent. MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ARTJ"x12 ° ° Simpson Strong-Tie ° ° HOA10 LST20 20 12-10d 12-10d x 1�" 2383 775 720 1 720 3, 41 CNW COUPLER NUT DETAIL "E" °° Equal number of °° DOUG-FIR-LARCH specified n Q s InSO. PINE CODE ° TYPE OF DIRECTION ALLOWABLE LOADS REF. ° MODEL - OF LOAD FLOOR ROOF (133/ each end TION Simpson Strong-Tie DETAIL "K't No. TION (100) (125) 1 160 I CS16 G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1,7,9(DF/SP) (133) HOLDOWN ART "x12 HO DEFLECTION DEFLECTION STUD DEFLECTION CODE STU LE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST ALLOAT HIGHEST REF. N D BODY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOADDESIGN 8 BASE HE SB W H B SO CL DIA5, DESIGN o° SIMPSON GA GA QTY DIA 1�" 2" 21" 3" 31" 51" LOAD WHEN RAISED OFF ° ° TAKE-UP WASHER THE SILL PLATE A ° 0 HD2A 16 12 4{,52�" 2J" 8" 2a" i" 1�5" 2 9' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 ° ART8"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG OF SP ODE W L STUD PLATE ULT. (133)2 / (160) R SP4 3J" 74" 6-10d x 1�" - 2917 735 885 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE D,0 MODEL GA yy L 100 REF. NO. NAILS R (133) (160) WORK NOTrES: LSTA21 20 1 21 - d 9o5 1205 1295 7, 40, 90 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 1000) (133) (1 r:'0) REF. Simpson Strong-Tie MSTA24 18 11" 24 1 -10d 1025 1370 1640 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL FASTENERS NO. L END SPACING REF. HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie H6 CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 21t" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS I FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON. DOUG-FIR AR H 0 N ALLOWABLE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W H B ��EADERS JOISTS ALG UPLIFT FLOOR 6d SNOW 115 ROOF 6d CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F"d 1sd ULT. (133)(160) 10d 1sd 10d 16d 10d 1sd REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 4J" 2 -- 4-16d 4-16d 6076 1140 1160 - 1000 - 1150 - 1250 7, 40, 127 DETAIL 'III' STu 5 - 8 3A" 14 9{� 2 -- 8-16d 8-16d 6076 1755 2105 - 1650 1900 2065 1, 36, 84, 122 HUS210-2 ART -x12 SIMPSON 0 -FIR LARCH/SO/SO INE ALLOWABLE A FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF. -UP WASHER MODEL AVG NO. GA ULT. To RAFTERS I TO PLATES TO STUDS (133) (160) F F2 160 HGAIOKT 14 4-SDSJ"xi4" 4-SD'3}"x3" 1523 435 435 1165 940 -- CN W-COUPLER NUT USE AMINIMUM OF SP4 ° ° TWO 8d NAILS THIS CNW- STU 5,, SIDE OF TRUSS. /• • 0 • COUPLER NUT S P 4 SIMPSON TOTAL FOUR o ° SI: A MINIMUM OF 8d NAILS TWO 8d NAILS THIS ° STU TAKE-UP WASHER INTO TRUSS SIDE OF TRUSS. MTS16 MTS16 LSTA21 SIMPSON TOTAL FOUR /. 0 o HD2A TAKE-N TAKE-UP WASHER Strong-Tie 8d NAILS L S T A 21 INTO TRUSS ° HUS 2 1 0-2 PROJECT: TWO ° FI 8 AIL ° " ANCHOR BOLTS TO ° 1 PLATES °m° ° 1 n EIGHT TWO INTOAN 9.00 INAD E INTO 8 TOAIL oo° "All i ; STUD Simpson Strong-Tie PLATES °®° DETAIL A I i H7 EIGHT 8d NAIL ® DETAIL "D't DETAIL "G" DETAILINTO STUD Simpson Strong-Tie ° H7Simpson Strong-Tier%ESIDENCE LFTA ROD SYSTEM LFTA °ao LFTA 00. ° BP RT 25 °° ° PECONIC, NEW YORK DRAWING TITLE: SIMPSON WINDLOAD Ll CHARTS & CALCULATIONS LTP4 I LTP4 DETAIL "L" 00 ° STRONG-TIE DETAILS 00 000 LTP4 SET: ISSUED FOR: DATE: I 0. DETAIL t'C" Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. JULY 6, 2011 LTP4 DETAIL "B" LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT No: (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM-.� 1041-2011 O. - W J.� DRAWN BY: Simpson Strong--Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES CMA Floor-to-Floor Connections ( ) 4 SHEATHING TO BE NAILED TO TOP PLATE GD 61 * CHECKED BY: �.t•1 NO SUBSTITUTIONS ` ; ` w JJD > .uE,..;•._.; z SHEET NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, ._,,,�07 %��` �� No substitutions are approved or authorized, ` ` '- �10� Due to the relationships of framing hardware to the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI, PE assuming responsibility for the design and © D•A°K ASSOCIATES, LLC • performance of the entire system, REFER TO GENERAL NOTES FOR ALL, STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS A B D -A-K ASSOCIATES LLC residential & commercial design a engineering o consulting 0'-0" 20'-0" 506 Main Street phone: 16311 161-6011 Westhampton Beach,New York 11918 fax: 16311 466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC — — — — — — —— — — — — — OWNERSHIP 24c USE OF DOCUMENTS: r — — — — — — — — — ----"� — — — — — — — — — — — — —— — — — —� — — — — — — — — — — — — — — — — — — —z— CD • ° I — — — — — — — —'� rt — — — — — — — — — — — — — — — — — — — —— —— — — — I — — — — — — o — — — — — — — — — — — (- — — — lavir- " 1 1 1 1 1 r These drawings and specifications including the Panel I I I 1 i 6 Expansion Joint I 6 Expansion Joint 1 I 6"Expanson Joint I � ideas, design and arrangements represented around perimeter j around perimeter i Expansion Score line around perimeter 1 I therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work To SCDHS I I I I I I I I \ I or project other than for which they have been Approved I ; \ ; 1 \ I 3500 PSI Conc. Slab prepared without written consent. Septic I 1 1 3500 PSI Conc. Slab I I 3500 PSI Conc. Slab I I 6" P.C. Slab w/6x6 W.W.M. 10/10 Ga. System 1 2>_0" i 6" P.C. Slab w/6x6 W.W.M. 10/10 Ga. j j 6" P.C. Slab w/6x6 W.W.M. 10/10 Go. 1 I I o \ 1 I 1 I II N Walls on Water Pit to be 18" High I 1 1 Trap I I pito Floor to be pitched " Per Foot i ; I I I Floor to be pitched " Per Foot I Vent Expansion Score line i Expansion Score line i Expansion Score line i Expansion Score line I I I I a x 1 I Io " ————————————— --------------- --------------- ---------------- ---------------- —Z---------- --------- ------ -------- ----- I � 1 I 6"Expansion Joint I 1 I I I I around perimeter Expansion Score line 1 1 5'x5'xl' Conc. Ftg. w/#5 Rebar ; 5'x5'xl' Conc. Ftg. w/#5 Rebar 0 8'oc. Each Way, Equally Spaced I @ iEach Way, Equally Spaced 1 ,- -- - - - -, GARAGE f;- - - - - - � Vent I I F1 1 1 �--- J 1 1-0 SCALE: 1/4"= 1'-0" I I I r L0 " 16 161 o o l ; 1 Io SLAB 1 l i F I1 ° o WORK NOTES: 2 3500 PSI Conc. Slob I I 1 I \ � I 1 SCALE: 1/4"= 1'-0" � 1 I i 6" P.C. Slab w/6x6 W.W.M. 10/10 Ga, 1 i I i 3500 PSI Conc. Slab L— — — — — — —1 L i — — — — — — 6" P.C. Slab w/6x6 WYA. 10/l0 Go. ( I I I 1 1 \ Expansion Score line i Expansion Score line i Expansion Score line i Expansion Score line I I 1 1 4'-9° 21'-10" 22'-1° - 1 ° I � , I I I 1 I• -----;--------------------------------;---------------- ---------------1,---------- r I I I Z5 � l i I I Walls on Water Pit to be 18" Nigh Floor to be pitched " Per Foot 1 en I Water I I I pit a -_�__ _ ; Floor to be pitched " Per Foot I i Expansion Score lice 1 44 \3500 PSI Conc. Slab I \3500 PSI Conc. Slab 1 Foundo:ion to be 1 \ i 6" P.C. Slab w/6x6 W.W.U. 10/10 Ga. I 6" P.C. Slab w/6x6 W.W.M. 10/10 Ga. 6"Expansion Joint Filled h when 3500 PSI Conc. Slab \ " around perimeter Cocreete Floor is uredi 6" P.C. Slab w/6x6 W.W.M. 10/10 Go. ; ; I " I' Foundation Dropped I \ I I ^ Dropped Foundation 2'-0"From To of i i i Foundation Dropped For Foundation p i 2'-0" From Top of 21x" 2 0 0 3'0"X 6'8" Door Foundation I o I 1 I I Foundation to be Filled 3'-6"Wide Masonry Opening 1 1 in when Concrete Floor 1 I 6-Expansion Joint I 6"Expansion Joint 16"Expansion Joint I I i is;Poured around perimeter 1 around perimeter around perimeter 7 2 o M o I -- - - - -- -- - - - -I- - - - - - - - - - - - - - -.� �- - - - - - - - 1- -- - --- - - - - - - - - � I - - - -� - - - - - - - - - -- - - - � - - - - - - I - - 3. I r -- - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - -- - z- — —— — — - — — — — — — — Provide (2) 2x3 Blocks PROJECT: Provide (2) 2x3 Blocks o in Each Corner when in Each Corner when 3-0" Pouring Foundation. Pouring Foundation. 414 13/ Operation of Door) ' 4Y°I 13 a Allow For Proper (To Allow For Proper Op Operation of Door) NDR ADE -0— � 0'-0" 20'-0" Rv` E S I El%) E 01MICE RT 25 A B PEICONIC, NEW YORK DRAWING TITLE: FOUNDATION PLAN_ PLANS AS NOTED SCALE: 1/4"= 1'-0" SET: ISSUED FOR: DATE: Expansion Score line Expansion Score line Expansion Score line Expansion Joint SEAL: DATE: JULY 6, 2011 0 0 PROJECT NO: 1041-201 1 Compact Fill Compact Fill - - - - - - - - - - - - - - - - - - - - - - - —� RAWN Compact Fill r 0 r N E IvV�, D BY: 1'-0 n�e'�D F C) _ �, 1\> � )• Eike �� CMA C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ': res r � i CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED � UNDER FEDERAL COPYRIGHT LAW. y ice, JJD SLAB DETAIL . ? SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT �,A;;`�=�?� s �- WRITTEN AUTHORIZATION. SCALE: 1/4"= 1'-0" ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ` ��E S� , �F A101 D.A,K. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOBNUMBER7TOF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEEIRKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 0 D•A•K ASSOCIATES, LLc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D -Ao K ASSOCIATES LLC residential & commercial design a engineering e consulting 506 Main Street phone: X631)767-6071 Westhampton Beach,New York 11918 fox: X631 466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC A B OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented '0'-0" therein, are the property of D.A.K. ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work 12'_1" 12'-0" 12'-0" 10'-6" 20'-0" or project other than for which they have been (prepared without written consent. All Headers ore to be All Headers are to be All Headers are to be (2)1rx 9r LVL unless AXW31 (2)1J% 9�" LVL unless AXW31 (2)1rx 9r LVL unless AXW31 otherwise noted Venting otherwise noted Venting otherwise noted Venting Electric /-Water bibb Panel CV O x = 1 1 1 Insure Floor Joists ore 1 Insure Floor Joists are 1 Not Placed in Locations 1 Not Placed in Locations , o (2)226 Header Top Plates of Drains Above 1 of Drains Atove Trop 1 1 (2)1j"x 14" LVL Header 1 1 pit ; 1 (2)2x6 Header Top Plates 1 1 1 5� X o Garage Door Header Detail GARAGEWORK NOTES: 1 SCALE: 1/4"= 1'-0" i 1 => 1 1 x c 1 EE a > Plumbing To Be Boxed Out 1 - - - - - - - - - ® - - - - - - - �. - - - - - - - - -_ - - SLAB — — El — — — — — � o SCALE: 1/4" = 1'-0" 1 1Y2 21'-10" 22'-0" x � a � 22 - pit 1, 6 0 3'-� o � X d Access = N Water Door 3 To Watery pit PROJECT: -6" co .= All Headers are to be All Headers are to be All Headers are to be x oA U D E a z (2)1rx 9j" LVL unless (2)1rx 9�" LVL unless (2)1rx 9J" LVL unless o 0 otherwise noted otherwise noted otherwise noted o RESIutimCE3'0"X 6'8 _ Door AXW31 AXW31 031 Venting Venting \enting RT 25 (2)1�x 9r LVL Header 04 ACQ to be Boxed Out Boxed Out with Azek with r Azek Trim P E C O N I C, NEW YO R K 0 E DRAWING TITLE: FIRST FLOOR PLAN 12'-6" 12'-0" 12'4 10'420'-0" 0'-0" SET: ISSUED FOR: DATE: w Y.kww"W 9*0 is u Pdl �Cox A B xurime woop"q rob 5'semee"90. SEAL: DATE: I'.rkarmdo JULY 6, 2011 7-0'0<vent"a sor-0*.Utedsorm PROJECT NO: 1041-2011 W� FIRST F PLAN �''�UF N E w DRAWN BY: Shp* f CMA SCALE „— C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. s�''��E:�Fo�� CHECKED BY: NI ILO P.9*W*F A.* \ - : 1/4 — 1 -0 -� ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �, `� lSJJD UNDER E k"4PLANS MAY NOT BE REPRODUCED WITHOUT ''r' r { y "iI SHEET NUMBER: WRITTEN AUTHORIZATION. `? r�r��r�a Al 02 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ;�� 8. /Retie / D,A.K. ASSOCIATES, LLC. ��JS1o�� P5 R"-k'a Vend R"<r°i"`de THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE o 16''8'``""`1"W'.0(' R"*°' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS --_ - ..i. Ti I Hiff D a A o K ASSOCIATES LLc residential & commercial design a engineering o consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: (631 466-3354 E-Mail: CArm8888@aol.com BDeerkoski,Arm&Kehl Associates,LLC o formerly East End Design-Associate-s,-LLC-- <11 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the 0'-0" ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed _1• '-2" 4'-6 6-9" 12'-6" to others or used in connection with any work or project other than for which they have been prepared without written consent. AXY31 CXW15R S.M. CXW15L S.M. CXW15L CXW15R S.M. CXW15L Venting All Headers are to be All Headers are to be M (2)1rx 9r LVL unless (2)1j"x 9r LVL unless otherwise noted otherwise noted 5N ° 1 4" -7y. 27- 6ATH I ROOM '-9" -0" '-1" Li 0 N O I LIVING ROOM WORK NOTES: d I � CL � y U � N N O � � N C KITCHEN All Headers are to be xt o I (2)1rx 9>)" LVL unless o BEDROOM otherwise noted " o MN 5y2"-, 2 • x U r%7•C \\\\\\UUU X y M' 1'-6" 7'-2, '-7 '- o 2'0"X 8'8" 2'0"X 6'8" 0 Door GAS Door Door S Door CLOSET FIREPLACE 23'-6" -0" 16-0 PANTRY PROJECT: STORAGE STORAGE AN MAUE MLLSIDENCE RT 25 P'ECONIC, NEW YORK DRAWING TITTLE: A B FLOOR PLAN SET: ISSUED FOR: DATE: SECOND FLOOR PLAN_ SCALE: 1/4"= 1'-0" SEAL: DATE: JULY 6, 2011 PROJECT NO: �• DEQ 1041-2011 f, S, DRAWN BY: CMA C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. , . Y y CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. ` '�, ,° 72,)" SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT E5,10�';+'. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 0 3 D,A,K, ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J D)EERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D"A•K ASiSOCIATES, LLc Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such agencies prior to construction. MM ® u o I - - II 1;A! - D �,Aa K ASSOCIATES LLC residential & commercial design o engineering o consulting 506 Main Street phone: X631 767-6071 Westhampton Beach,New York 11978 fax: (631 466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: \ These drawings and specifications including the \ ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, \ LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. ----------------- lV ZEN— M M N WORK NOTES: FRONT ELEVATION- SCALE: 1/4"= 1'-0" PROJECT: TSIVOU .M. ESTE CE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK DRAWING TITLE: ELEVATIONS - AS NOTED I SET: ISSUED FOR: DATE: SEAL: DATE: o JULY 6, 2011 PROJECT NO: S ,\ 1041-2011 00 OF NES DRAWN BY: CMA © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. _ T 4. ,� ry'�a :; 9, CHECKED BY: --- ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED t� JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT c `t WRITTEN AUTHORIZATION. �f REAR E �� ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '``- A201 D.A.K. ASSOCIATES, LLC. SCALE: 1/4"= 1'-0" THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. a / _- - -- --- - IATES LLC residential & commercial design a engineering s consulting - _ — - 506 Main Street phon : (631 767-6071 - - - - --- Westhampton Beach,New York 11978 fox: (631 1 466-3354 -- --- - - — _----- --- ------ ----- -- - - --- --- - -_ - - is CArrn8888@aol.com - -- - - - ---- - - Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ---- ideas, design and arrangements represented -- — ----- _-_ therein, are the property o ASSOCIATES, -- -- ----- - -- -- - - - _ LLC. No part thereof shall be copied, disclosed - -- - -- o others or used rin connection with any work - - _ - - - - or pr project other than for which they have been -- — prepared without written consent. 7�M 717 0 0 WORK NOTES: 09 RIGHT ELEVATION_ SCALE: 1/4"= V-0" - - PROJECT: TSIVOURAS ....... RESIDENCE BY JNS CONTRACTING LLC LEI OL _--_ ___- - --__- -- LOT #11 ROCK COVE ESTATES Elm Full GREENPORT NEW YORK DRAWING TITLE: ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: ❑ 1041-2011 DE,, y0,r DRAWN BY: ,„' �cr CMA © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �z ,z �' _' ”' CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `," ° JJD UNDER FEDERAL COPYRIGHT LAW. `' �'-',:. '- ;; � SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. A201 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PE �` D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE LEFT ELEVATION PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE SCALE: 1/4"= V-0" of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•K /ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 2x12 Ridge /. D oA-K ASSOCIATES LLC residential & commercial design a engineering o consulting 506 Main Street phone: X631 767-6071 — — — — Westhampton Beach,New York 11978 fax: X631 466-3354 2x6 Collar Ties - "oc. — _ — — E-Mail: CArm8888@aol.com — _ Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented - - _ therein, are the property of D.A.K. ASSOCIATES, - - LLC. No part thereof shall be copied, disclosed Attic - - others or used in connection with any work orr project other than for which they have been prepared without written consent. 2x4 Hangers - 48"oc. 20 Hangers - 48"oc. 2z6 /2z4 Strongback 2x6 /2x4 Strongback 30 Year Architectural Roof Shingles =_ CDX Subfloor---\ 15 LB Felt -_ -_ - - - - 4" CDX Sheathing _ 2x10 Ceiling Joist - 16"oc. 2x10 Roof Rafters -- - -- R-30 Insulation R-30 Insulation - - -- I I I I - - 2x4 Studs -16"oc - - I Stairwell- I _ WORK NOTES: 7" Closed-Cell Spray Foam Insulation (R-50 Min.) _ _ L Top-Coated with Fire-retardant Coating =-- - -- R-15 Insulation - - - CDX Subfloor Hurricane strapping — 2" Closed-Cell Spray Foam Insulation 5" Seamless Gutters— I GPI65 x 14" 016"oc GPI65 z 14" 016"oc 1"x 8" Azek Fascia - R-30 Insulation R-30 Insulation 2x8 Plate 20 Outriggers ®2'-0"oc.— • W21x50 Steel Beam Azek Soffit 1• x 6" Azek Freeze- 661" Boz Tube Hurricane Strapping r PROJECT: I N All Headers are to be All Headers are to be All Headers are to be - All Headers are to be (2)1-'"x 91" LVL unless (2)1 "x 9" LVL unless (2)14x 9� LVL unless OI (2)14x 91" LVL unless Fire Blocking otherwise noted Stairwell otherwise noted otherwise noted G a ra e otherwise noted Type "X" Sheetrock— — R-15 Fiberglass Insulation 2" Spray Foam Closed-Ce I Hardie-Plank Siding 6 Exp. 30#Felt 4 DRAWING TITLE: CDX Sheathing "Type •X" Sheetrock 2x6-16" oc Wall Studs R-19 Insulation 2x6 Top Plate 2x6 Doug Fir Sill "Type 'X" Sheetrockl I CROSS SECTION A 2 x 8 pressure treated - R-15 Insulation ation ACQ sill plates (joist bearing plates) Termite shield on fiberglass 2x4 Suds -16"oc. � sill sealer - typical 2z4 Doug Fir Shoe I SET: ISSUED FOR: DATE: 2z4 ACID Sill � 6" P.C. Slab w/6z6 W.W.M. 10/10 Ga. Hurricane Strapping "02" Anchor Bolts 2'-0"oc. 8" Poured Concrete Foundation Wall w/ #5 Rebar - 48" oc Vertical Rods 2" Rigid Insulation o 5'x5'x1' conc. Ftg. w/#5 Rebar ®8"oc. Each Way, Equally Spaced 2" Rigid Insulation — cv " " • • " SEAL: DATE: r JULY 6, 2011 PROJECT NO. 16" x 8" Concrete footinc with (3) #5 rebors o 00 e Y' n�E V 1041-2011 •.5`yD�Ff r.,`,ir DRAWN BY: CMA CHECKED BY: CROSS SECTION An� JJD '31 1". 1 SHEET NUMBER: \, 07 ,°�t�� A301 DOB NUMBER: OF JAMES J DEERKOSKI, PE © D•A•K ASSOCIATES, LLC REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 2x12 Ridge - r !7M DoAo K ASSOCIATES LLC residential & commercial design a engineering s consulting _ — — _ _ — _ 506 Main Street phone: X631)767-6071 — — — — Westhampton Beach,New York 11978 fax: X631 466-3354 26 Collar Ties — 16"oc. _— — E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC Ln OWNERSHIP & USE OF DOCUMENTS: - - _ _ These drawings and specifications including the - _ ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, _ - - _ _ LLC. No part thereof shall be copied, disclosed Attic _ to others or used in connection with any work ,y}` - - `l c - _ - _ or project other than for which they have been prepared without written consent. 20 Hangers - 48"oc. 2x4 Hangers - 48'oc. 26 /2x4 Strongback COX Subfloor 2x6 /2x4 Strongback - _ - - - 30 Year Architectural Roo'Shingles - - - _ 15 LB Felt _ -_ _ J" CDX Sheathing _ 200 Ceiling Joist - 16"oc. 2x10 Roof Rafters - - - - R-30 Insulation R-30 Insulation 26 Studs -16"oc - 7" Closed-Cell Spray Foarri Insulation (R-50 Min.) _ __ Kitchen Dining Room WORK NOTES: Top-Coated with Fire-retardant Coating - R-15 Insulation CDX Subfloor Hurricane strapping — Fire Blocking 2" Closed-Cell Spray Foam InsulationFire Blocking - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - -- - - - - - - - - - - - - - - 5" Seamless Gutters— cv GPI65 x 14" @ 16"oc GPI65 x 14" @ 16"oc GPI65 x 14" @ 16'oc 1"x 8" Azek Fascia R-30 Insulation R-30 Insulation 2x8 Plate 2x4 Outriggers @2'-0"oc.- W2160 Steel Beam Azek Soffit 1" x 6" Azek Freeze Hurricane Sira PPn9 i \ 6x64" Box Tube _ I N PROJECT: O Fire Blocking G a ra e �, G a ra e Type "X° Sheetrock— I R-15 Fiberglass Insulation 2" Spray Foam Closed-Cell Hardie-Plank Siding 6j" Exp. 30#Felt ° CDX Sheathing 'Type"X" Sheetrock DRAWING TITLE: 26-16" cc Wall Studs R-19 Insulation 26 Top Plate 26 Doug Fir Sill zType "X" Sheetrockl 2 x 8 pressure treated - R-15 Insulation CROSS SECTION B ACO sill plates (joist bearing plates) Termite shield on fiberglass 20 Suds -16"oc. 6" P.C. Slab w/6x6 W.W.M. 10/10 Ga. sill sealer - typical Hurricane Strapping 2x4 Doug Fir Shoe 2x4 ACID Sill SET: ISSUED FOR: DATE: "x12" Anchor Bolts 2'-0"oc. 8° Poured Concrete Foundation Wall w/#5 Rebar - 48" cc Vertical Rods 2" Rigid Insulation O 5'x5'x1' Conc. Ftg. w/#5 Rebar �� @ 8"oc. Each Way, Equally Spaced �� 2" Rigid Insulation — cv ° SEAL: DATE: JULY 6, 2011 16° x 8" Concrete footing with (3) #5 rebars o PROJECT NO: —,loo O F N E liy��, 1041-2011 'OSS T DRAWN BY: CMA CHECKED BY: La c� JJ D �C 07? SHEET NUMBER: f: r E551(C: ti CROSS SECTION B A302 DOB NUMBER: OF JAMES J DEERKOSKI, PE © D•A•K. ASSOCIATES, LLC