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Town of Southold Annex 8/19/2013 aye P.O.Box 1179 54375 Main Road oy Southold,New York 11971 col � Sao CERTIFICATE OF OCCUPANCY No: 36451 Date: 8/19/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 5690 Indian Neck Ln, Peconic, SCTM#: 473889 Sec/Block/Lot: 98.-5-14.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/28/2012 pursuant to which Building Permit No. 37558 dated 10/4/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including sunroom with landing and covered entry to an existing one family dwelling as applied for. The certificate is issued to Santarsieri,Vito&Santarsieri,Carla (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37558 6/6/13 PLUMBERS CERTIFICATION DATED 6/10/13 Cut ogue East Plum ' g&Heating ut rized ignat re �o, z TOWN OF SOUTHOLD gUFFo(,�c� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37558 Date: 10/4/2012 Permission is hereby granted to: Santarsieri, Vito & Santarsieri, Carla 22 Old Homestead Rd Albertson, NY 115071535 To: construct additions & alterations to an existing single family dwelling as applied for At premises located at: 5690 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.-5-14.2 Pursuant to application dated 9/28/2012 and approved by the Building Inspector. To expire on 4/5/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $597.20 CO -ADDITION TO DWELLING $50.00 Total: $647.20 Building Inspector v Form M.6 TOWN OF SOUTHOLD. , BUILDING DEPARTMENT TOWN HALO, 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.2110 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a.certificate of Code Compliatice'from architect or engineer responsible for the building, .6: Submit Planning Board Approval-of completed site plan requirements. B. For existing bulldi-ags(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"14-nd uses: 1_ Accurate survey of property showing all property lines,streets,building,and unusual natural or topographic features" _ 2_ A properly cpmpleted application and consent to inspect signed-by the applicant" If a Certificate of Occupancy is denied, the B&lding Inspector shall state the reasons therefor in writing to the applicant. C_ Fees 1_ Certificate of Occupancy- Neva dwelling$50.00,Additions to dwelling$SO.OQ,Alterations to dwelling$50:00; f Swimming pool$50.00,A.coessory building$50.00, Additions.to accessory.building$50"00,Businesses$50.06, 2_ Eertifieate 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 $1.5-00,Commercial$l 5.00 Date" vew Construction: Old or Pre=existing Building_ cheek one) ration of Property: ,R U House No. Street Hamlet 3wnir or Owners of Property: e 2) Wffolk Eounty Tax Map No"1000,Section 9 Block Lot , a subdivision Filed Map- Lot: O nit No. -t�-7 55 S Date of Permit. Applicant: iealth Dept.Approval: Underwriters Approval: 'lanning Board Approval: request for: Temporary.Certificate Final Certificate: (check one) ee Submitted: $ 0 e Applie SiErnature Town Hall Annex -yCS CQ�y Telephone(631)765-1802 54375 Main Road o :� Fax(631)765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 �?lOd ,�,�0�' roger.richert(a-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: V&C Santarsieri Address: 5690 Indian Neck Ln City: Peconic St: NY Zip: 11958 Building Permit#: 37558 Section: 98 Block: 5 Lot: 14.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C-Cat Electric License No: 953-me SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor x 1 st Floor x Pool New Renovation 2nd Floor x Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 11 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, 1-paddle fan Notes: Inspector Signature: Date: June 6 2013 NJ Electrical Certificate.xls '*QV.SO!/r�,o Town Hall Annex Telephone(63.1).765-1802 54375 Main Road Fax(6311.765.9502 P.O.Box 1179 G Southold,New York 1 197 1-0959 Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: -� Building Permit No. l 5 S Owner: tt (Please print) Plumber: �J a L� l�1 S IY10 1 C.d�GGto Ue C ►� �f i�C (Please print) 2 g 77-" I certify that the solder used in.the water supply system contains less.than 2/10 bf 1%. lead. (Plumbers Signature) : Sworn to before me this day ofQN t kr. t 20__& A CONNIE D. BUNCH NotaryPublic t,Sate of New York No.01 SU6185050 Qualified in Suffolk County L Commission Expires April 14,2� Notary Public, County j I OF SO(/l�,o� • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION . [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL( INAL) REMARKS: DATE �� -;-'-'-INSPECTOR • yQ co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUCH lPLI3G. [ ] FO ATION 2ND [ ] INSULATION. [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ 'j ECTRICAL (FINAL) REMARKS: � � y DATE INSPECTOR ��" \ ��Of SOUryo cOUHiY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -�-� r �� f < < DATE INSPECTOR OF SO(/r�o� courm,N�' TOWN OF..SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR` OF SOUryolo cOUHI`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 VK� INSPECTION ..— [ ] FOUNDATION 1ST [ ] ROUGH PLOG.= [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 91ELECTRICAL (FINAL) REMARKS: DATE ° l INSPECTOR OE SOUjy�lo UMV,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING /STRAPPING [V, FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �.� IN SPECTOR OF SO(/ry� cOUNTI,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� �� �'a INSPECTOR -37 OF SOUTyolo �y000N1V�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INTFPECTION 4 Ot [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r •_ ti DATE INSPECTOR 3 7s � �o��OF SOpI�,O� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�N �lN [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT (ROUGH) [ ] ELECTRICAL (FINAL) 6Il REMAR �- ry DATE 16 INSPECTOR 1� 1 0 • �ai.T.i�a • 1 1. Wffi-MA WAM PIPE • PLUAMING • STATE ENEROY CODE IFA +. ComlyiENTS MUM i Vr s � • A ,WE TOWN OF SDUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7 �'S Check Septic Form N.Y.S.D.E.C. Trustees Examined Flood Permit 20� Storm-water Assessment Form Contact: Approved__ l% 20 /z Mail to: bAY_ SC[: I LC-, Disapproved a/c P.o, 4OLa NY (1971 Phone: 6 3(-13-3-90 9 Y Expiration 20 /91'-' Building Inspector C E U TION FOR BUILDING PERMIT SEP 2 5 2012 Date (_)(' .H , 20 !2. INSTRUCTIONS a. ThLLPPiltel3lot-pl ic�RryPc{pmpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, sca e. ee 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 13 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. (Si a of applicant or name,if a corporation) �(Y, ! 19'7 1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ,A F_V.,� Name of owner of premises y i 1 o i Cla r_uA (As on the tax roll or latest deed) If lic is rporation, sign ture of duly authorized officer (N and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. qv 1. Location t on of land on which proposed work will be done: s LHbiRk I-ANrz- NCOrii c— House Number Street Hamlet County Tax Map No. 1000 Section 78 Block 5 Lot I y Z Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,0E,J7 b. Intended use and occupancy )s 1 Is F-3-l-I A L 3. Nature of work(check which applicable):New Building Addition X Alteration XRepair Removal � Demolition Other Work - — 4. Estimated Cost_ /5p,ao Fee (Description) ng (To be paid on filing this application) 5. If dwellin g,number of dwelling units Number of dwelling units on each floor NA If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. JVA 7. Dimensions of existi g structures, if any: Front O i` Rear S Height zs'-7 °� S ---D Depth 2 ®`` g Number of Stories 2 Dimensions of same structure with alterations orl'��dditions: Front JB�0" ` ir Depth `chi`-S" Height Zs�r7%z Number of Stories 7- 5-8-0 8. Dimensions of entire new construction: Front ??—ll YZ Rear 22'ii�2 Depth /6-0 Height Number of Stories / ° 9. Size of lot: Front l/9,c12 Rear 131 ,5(0 --Depth_ Avy 10. Date of Purchase Oq 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 X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X VITo s CAewa, 14.:Rzames or Owner of premises Address_ Phone No. Name of Architect bRy, Nsso( c,LL. Address P.o Ggvx 1(-775-1 Suv"OLO phone No 6 31 -1/33-90 Y,V Name of Contractor_ NA AL T14;s—T1,vj Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 5< * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF S`'FFDL-t SS: 7B t-T ts 14gHt being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH Notary Public,state of New Work (S)He is the A gtj i No.01Su6185050 (Contractor,Agent,Corporate Officer, etc.) Commission Expires Aprii i ' 2Zj/ 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 to4before me this 2S- day of ,,,,>''; 20 /2- Notary Public Si vature of Applicant Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPUCANT NAME: Owner ant- nsultant-ContractororOther(Circle One) Property OW(rER:(ifDillbrent than Applicant) 'M- &3- t10`75- 30JTlrtoL-A 1`04. I LCM Address: Telepho �3_ o ,!( IFax 3 I -quo-33sst-f Telephones: Fax#: E-Mail: 5SgtJ(05-- 0AJL 4-r- ,ti Fz-T E-Mau, Property Address: Brief Description of Construction Activity,Proposed SiractnrA BNl1%Solt 3 ASS //�5 ra,J 1V FzC tL t^�a'e Stabaliaadon BWs,Project Scope and/or Sequence of Construction Activity SGT.M.s � d C�S_ ,� .� (PmWeAdUmnal Pages asWeedeo Dtshlr2 sedian aletlr es! }y n�_ {� �•c Name of Contractor andlor Contact Person Responsible for Implementation of SWPPP: ail Regi lov�_,v 1L__-l�JDY__ �L?�'�_L4;�___ Address: Telephones Faxs ----------------------------------- &'mim r Q� Name of Persons Responsible for installation&Maintenance of Erosion Control Pradice: N_e _�_ Address: - Telephone lk Fax# --__----- E-Mail: "W� �7UD dL► (�'w) Nza�+`'® ---- - Total Area of All Y3 S'4 �6 Total Area of land Gearing m /�o o�jl- 'A U— ! TJGround C Protect Parcels: r and/or GroundDistrbance: -------------------------------------------- Project --F. Awes) (SF.lAaas} U� S i r rZ ft3 �CFO 9-F—J--.-_..--_— Duration: Start End ..___:.J __..___..__..__..._ (Angppated) Deco: Date: (A4�mEerarrar0als) VVIII this Project Disturbe five(5)or More Acres at 0 0 Any One Time During the Proposed Development? Yes No ----____-_..__..___--_.._______________________ IFYES:Plena Answerthe Followin9l -------------------------------------------- a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site Q = List the NAMES ordeseription of all Potentially Impacted Watedwdies andlerweflands: Inspections will Occur and for What Period of Time? Yes No lklo W F c. Does the SWPPP Adequately Identify All Temporary Q = and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete Q Q Project Phasing Plan? Yes No Status of Impacted Waferbody:(eg.TMOL,303(d)Listed,Impaired-) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No �1/A- f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted waterbody (eq.Lake,creek Say.Pond,sours,Freshwaerweuand_) Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes NoN�- STATE OF NF`.W YORK, S.J��`1` CON COUNTY OF..........................................SS Notary Public,State of New York No.016U6185050 That.... .!T ®. ......;�................................being duly sworn,deposes and s99 �h�� � �`�c�it for P�t, ................. (Name of individual signing Document) Commission IFB3S And that he/she is the .... ...- e, tro.. ent, rporatfii... t .............................................................(Ownrcon8d,Ag Coe� eiecj Owner and/or representative of the 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 herewith. Sworn to before me thus- .......c�S�I.....................day of- %""`""~"' ........,20.1� NotaryPublic: ................. ...�.......... .... .............................................. ( afore of App5canl) SWPPP Assessment FORM: 03.12 T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only: S.C.T.M.#: Property Address: 3y" 2S' XNb,A j Storm Water Pollution Prevention Plan �►� Review Checklist Checklist # 7 loco 4� 0 Lot ouMe! sealon fal— oo� f.ct REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i i i Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following: )YES, NO t NA.j Explanation for NO or N.A. Location (pg. ) 1. Drainage s cu atrons&Stormwater OMPS Designed to contain a Two Inch Ran On-Site. 2. Construction Phasina Plan Indicating Se uence of proposed Construction Activities, 5 T1 . C fi 0!5_1"cTi0 is 3. General Location Map:.,_......_,____ ...._.__._.__....,._._,_,-._._._. ..____,._._._...e_..._i®'[�rO; 4. Dralanne Site Plan Drawn•to Scale at Sircty(60},feet to the Inch or larger Indicating the Following - 1�!®i 0'- Sf� S IRVe ...•,_,.-,_,_,. ---a_ Location andDescripUonafAropertyBoundariesx i®i�i©i__,"_,^ ___� - --- --•_.._._.. _.__._._.«._...,.....__ _. be .Sfte_AcreaBe,_.-___._,_.-_.....__._.___-__.._.....-._..____...............,. ___ -•_ ....a®i�i(�i...,..„.,........_...._�--.,_,_._,. _...._.-._..-_-_-„_,_._,.�,.,.,_.__ ,...�.„..........._.. . r 1 r c. All Existing,Natural and/or,Man Made Features on and within 50•"of the Property Boundarxti^•..�®�Q 1 01_- -•,,,-_,_,, •_ d. Test Hole Data Indicaftng Soi!Characteristics&Depth to Seasonal Hlah Water Table:, e. Contours Indicating Propert Elevations MIn.2' ' ` ' ' "'" f. _Spot Grade&`Finish Floor Ievations for Existing and Proposed Structures; location of WoodedA�eas' I Isolated grass wflFi a Mlnirnum blme`risf'ori a#'i'8"Dtamet®r;«•_•_a 0101 �"-"'•'_..._...,_. _.__._,_,....._,.,..._._._.._.__._.,_.........._._._.._...__., _,...__..._........ „._. .'_.""Ti:'Soil�'ons®riiatfon'ISfe{rl`ct Soif S'urv"e`-''_._._--_,_..._........._._. ..... __._._.._...,....._...._. 5. Background Information about the Scope of the Project,Location&Description of the Stte, �®���©� S�� Q t._4•r�S Proposed Changes to the SRe and Ali Existing Development on the site includl ,the.Following A.,.AII_ImptwemR*IPpfudlagT'91af.Wf .;A Uirtd_111id. rt�mwKT4WRithtea, b. All Excavation,Filling,Stripping&Grading Proposed and Identified-as to depth,Volume ©'�i® _•_,,,,•--_,&-Nature of Materials Involved;____.___......, ' c. All Areas Regalring Clead n and/or Grubbing�,_, ®��;�3-•� 5v v d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately be aced; 101�'c�r e. All Temporary&Permanent Vegetation to be Placed on Site; f. All Temporary&Permanent Storm Water Run offBMPControl Measures Proposed;_ ,QrQ,O, �JoQ_ JLAcT�,ci�S .. - g The Anfrclpated Pattern of Surface Drainage Dudng_Periods of Peak Runoff; i h. The Location of all Roads,Ddveways, ewal Sidks,Patios,Structures,Utilities&bther fmprovernents,fricfuding emporary ECccess Constructi-on Staging Areas;- I .'- a ttrig'�'t=fnaf'�iin{iiurs and or Spo4�Ievatforts of`tfre efts. ,0,®,�, 8. A Schedule of the Sequencao-i the installation of Al Planned Soil Erosion,Sedimentation , , , , &Stormwater Runoff Control Measures. 7. Desceotionof Pollution Prevention Measures that will be Implemented. "___�__ '���I�� „„..-.__,••_.,,^ ,«,«, «,... __,___«,«,_,...,,.., 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or Implemented for Each Construction Activitythatwill result in Sotl Disturbance........... " 9. Descri lion of Construction&Waste materials acted fo be Stored On-Site. _� _-: _ ©;Q;�'' �7c°S r.� -` "'"" "' '«'""".•_.___„__,_,« __.,. 10. Temporary&Permanent Soii Stabilization Plan that meets the Current Version of the i�;rI f�; New York State Storm WaterDeslgtj anualTechnical Standard.�T- �__,._...---«„__«___ ' 1 ' ' � °'r` 4 g._.«-_____ 1 I.yGeneral Site Plariarid Construction Drawings for theProjeck " 1lf17-1i[�f -Pc_f4aS_�_ «.«,.,_ 12. Dimensions, Specifications B�Installation Details far Al Erosion&Sediment Control Practices. j Q��`•�;'_���m����- »„_______.„__,.,,..,,..------------- ay ...,, ",... .. __.«. __.... __. _ _ _. IUr�I®1 _.._ 13. TemQor1145.. t f l be gigTaertmcoraryPermanent control Me Im�lemerLtttLoqdo7hed171e _oSa _n-------------------------------- . _ Erosion Control PracticeorBMP Maintenance Schedule to Ensure Continuous&Effednie Operation of Erosion& I I r 1prpi�l Sediment Control Practices. 16. Names of Potential Surface Waters of the State of New York and/or MS4 that may be , I 1 I Impacted by Development rr I©i®I .. DelineatianofStormWaterControlPlanlmQlemantatlonRes)onsibtlltWe 0i:EE!9bRg 21the-_1,�;�;®;__,C�o „. .„....._.«,.....___.__ __„,,.,....................___ «,„,.«,_,.. _ .ProlectConstructionShe.^�_- ______„, 1 ! i 18.E All other Existing Data that Describes Storm Water Runoff and/or Natural DrainsSwalas. -�' ' ' IM___ ___ „ � �"�, . . __• M.««".._.,.,_•___� ��'«.«__, ...`«. �t�r®! 19.-Id'entlflcatiori of All Contractor(s}%SufrContractor(re) Responsible for installing,Constn,cting, i0;0�®; 0 TES 'Tr -- „--•_,_,.,... Re alrin ,Replacing,Inspectingand Maintaining the Erosion&Sediment Control Practices. 1 ; r Storm Water Management Control Plan Checklist#i : 03-12 �a0E SOUjyo Town Hall Annex • Telephone(631)765-�1d80.n2 ��xxnep176 05375 Main Road rA 0P.O.Box 1179 COQeC.CCeCi US X• Southold,NY 11971-0959Q�C Q�s BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -, �� Date: 2 Is 3 Company Name: - License No.: 9e C Address: Phone No.: JOBSITE INFORMATION: (*indicates required information) *Name: o oar�0. c �C,✓ ru *Address: 5r�o © G.. n l 1 �..�. Pecs R) *Cross Street: *Phone No.: Permit No.. --7� e Y Tax Map District: 1000 Section: Block: Lot: .. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 7OD o.�-.-D 01� b - ol o (Please-Circle All That Apply) *Is job ready for inspection: S NO Rough in Final *Do you need a Temp Certificate: YES Temp Informatio _(1 - ed) *Service Size: 1 Phase Whase 100 150 200 300 400 Other *New Service: nett Underground Number of Meters hange�of-Ser�viceOverhead Additional Information: PAYMENT DUE WITH APPLICATION Zoo �a �•�� S�J 82-Request for Inspection Form INN D o A o K ASSOCIATES LLC i residential & commercial design o engineering o consulting March 15th, 2012 To: Town of Southold Building Department Reference: Insulation Inspection Project Location: Santarsieri Residence 3455 Indian Neck Road Peconic, NY 11958 Building Permit# BP37558 The following Insulation inspection was performed at the above address on March 14, 2013 in accordance with New York State Code. Approval has been granted with the exception of Insulation needs to be installed in the crawl space prior to the final inspection. 0- Sincerely \ k. 'r James De .; APR - 3 2013 BLDG. DEPT. TOWN OF SOUTHOLD Deerkoski • Arm • Kehl Associates , LLC PO. Box 1675 , Southold , New York 1 1 9 7 1 Phone: (631)433-9084 Email: ssbn654@optonline.net Fax: (631)466-3354 M D Q A o K ASSOCIATES LLC residential & commercial design o engineering o consulting March 15t', 2013 To: Town of Southold Building Department Reference: Insulation Inspection Project Location: Santarsieri Residence 3455 Indian Neck Road Peconic, NY 11958 Building Permit# BP37558 The following Insulation inspection was performed at the above address on March 14, 2013 in accordance with New York State Code. Approval has been granted with the exception of Insulation needs to be installed in the crawl space prior to the final inspection. Sincerely ()F NEWY DE E�,�0 Cr- James koski PE. 072 F S�IO�P E C E U D U. 1 1 2013 BLDG.DEPT. TOWN OF SOUTHOLD Deerkoski • Arm • Kehl Associates , LLC PO. Box 1675 , Southold , New York 1 1 9 7 1 Phone: (631)433-9084 Email: ssbn654@optonline.net Fax: (631)466-3354 p TOWN OF SOUTHOLD PROPERTY RE 1RD CARD OWNER STREET % ` " VILLAGE DCST. SUB. LOT Corr f G-- .��d,,�w ?��. a . Sa OR ER OWNER N E ACR. t.�4' E �'� �� $ <.t,Y1�• S -.,� W / r TYPE OF.BUILDING RES. ��o SEAS. VL. - FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS r b d ja Ck / 77 6"Z-pr/ /� p"Z%RRel�, �4)�•Cre lt/LL ,74,e�� GJ (o oU �. 6 n /� G vv S/ramL /�9/�� /3./� /3F�/ Consfr. -tee 6- aaq 720-Ail/4 &n arsre u� 59 ova Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Q Meadowland DEPTH v House Plot BULKHEAD Total r rf t 1s" .,.+++. 4;, . Y;:, ■ ■NNE■■■■■MMMM■MM■ EMMM OMEN EMMISIMMINEMISIMMMM■■ IN ■■■■■■■■■■■■■■■■■■■ ■■M■■ n I_ ■e■■■E■■■■■■■M■■■ ■■■■■ OMENO CE �,,, 4 . a � ■■■MOM■■M ■■M■■MM■■■■■■M■■■N■ 3m . MOON■■ �■M■■���■■■■■■ ■ ■■■fiil■M�9f�1■■■ICE■MEI■■■■■■■■■■�■ : .. ■■M■�1■E■■■■MBE■■■■■E■■■■■■■ ■ _ � Oil■■■E�1!■■■■■■■■■■■■■ ■■■■■■ ■ ■■■■ ■ ■EMMM■ M M■■ME MOMMEM ■■ ■■EEC■■■■■mom CM■■E■■M■■■■Foundation .. sue■ RecreationRoom, . .. I I ! TOTAL PLOT AREA: 43,558.76 S.F. t I EDGE OF PAVEMENT N71°26'00"E 1 19.9TY -Li 248,08' � 1 b I to N .ranKf DRIHYnr li N „ rl LL— i STCNE �� I C NC. . SIOOP I cc CARACE TT O' 7 (NAME RSETSOOREYNCE 1551 ♦_ Q ONE STORY Q 41 6' I //,V'I $ ,, 3 — fL� In.r �:•\ W(1E FE. e 1 CAR 3 L4. LRooF OVERI i v STEPS I I 0 �r`apasr� e�l�w I � a �q R��tTIa1v �I I Twry x: W cc r cc Itii i a W o 0 Z 1t 11 ' o 1I z Q 3- 1 I J Q o Lo—o—— —o NV1N FE. `a g9 3,.5 °0 WEE FENCE '.�CORL I I i V Z ECM S Muss LLLLLL111III +� i I I 3 } N 1 O TAX LOT 14.2„ C4 __.. . .. .... ... �I N In Do I 3 I , o 1 UFUTY 't I C4CIE I S67°4B'40"W 13'1.56'�• I i TAX LOT 1.4.4 : I LAND NOW OR FORMERLY OF PIZZARELLI 1 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. j THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY---T@E NEW YORK STATE i ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL I ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. I ! SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 98 BLK: 5 LOT: 14.2 MAP NO: DATE: Wallace T Bryan OF NEB I LOT(S) Lice ed Land.Surveyor �� cE T. eR�1- q�0 MAP OF: DESCRIBED PROPERTY MAINTAINING THE RECORDS OF I BURTON, BEHRENDT & SMITH LOCATION: INDIAN NECK (PECONIC) 5.5- IMad k Road. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, STATE OF NEW YORK Bayport, New York 11705 SURVEYED: APRIL 3, 2009 �YS► 050043 CERTIFIED TO: LANDMARK LAND SERVICES, INC. TITLE NO. LLS-01 41—09—S (631)472-1770 �� LAND 5J WASHINGTON TITLE INSURANCE COMPANY VITO SANTARSIERI & CARLA SANTARSIERI Fax 472-1771 I SCALE: 1 "=40' FILE NO: 09- 1 53 �I _-2- r' CREScheck Software Version 4.4.3 NJ( Compliance Certificate Project Title: Santarsieri Res. Sunroom Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 3455 Indian Neck Lane Carla Santarsieri Brett Kehl Peconic,NY 11958 3455 Indian Neck Lane DAK.Assoc.LLC. Peconic,NY 11958 Southold,NY 11971 Compliance:Passes Compliance:13.8%Better Than Code Maximum UA:116 Your UA:100 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 aminimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or or D•• Perimeter • Ceiling 1:Cathedral Ceiling 384 30.0 0.0 13 Wall 1:Wood Frame,16"o.c. 440 19.0 0.0 15 Window 1:Wood Frame:Double Pane with Low-E 107 0.310 33 Door 1:Glass 83 0.320 27 Floor 1:All-Wood JOist/Truss:Over Unconditioned Space 368 30.0 0.0 12 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 building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 a d t mply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signatur D e to e SS 1 Report date: 09/14/12 Project Title: Santarsieri Res. Sunroom Page 1 of 4 Data filename:C:\Program Files\My Document slREScheck\Myers\Myers\Santarsieri.rck GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND - _91_ General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION.CONTRACTOR N 0 T E S - - o - -- Mvff/21111, 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: D ®AaK ASSOCIATES 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 residential & commercial design•erpfneerinp.consuiitrp 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 S06ManStreet phone: (631)161-6071 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. 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 regis>tered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. WesftmptonBeOCh,NewYOrk 11918 hDC (6311466-3354 COMMENCING WORK THE CO>NTRACTOR SHALL FILE ALL REQUIRED INS E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. C�1, CArm8886�001COm 2. BEFORE CO INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. 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. � DODO �:Deg°"/�ssociotes•uc OWN[=RSHIPHIP & USE OF CUMENIS: AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT 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 SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. b. Plywood sheathing shall be continuous over two or more spans with graim of face plys across supports 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. 7• All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. LLC. No part thereof shall be copied, disclosed to others or used in connection with any work p p (. ) 3_ DUST CONTROL: 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 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepare without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 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. r•.^," 3; c OF 6. THE CONTRACTOR SHALL LAY OUT HITS 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 PER TO AVOID EXCESSIVE !4�.- ,frC? K T A t E R TOWN CODES PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. A5 !'r AND CONDITIONS OF 7. PLUMBING WORK SHALL BE PERFORIVIED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): SOUTHOLD ...�W,.__.. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI ��--.�� _..� . SOUTHOLD TOWN PLANNING BOARD 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, - SOUTFIOLO TOWN TRt)STEES THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI,ARM& KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ' -'--~ -- N.Y.S.DEr' 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT- OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN ORWORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. APPAnVP . 1 0. 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 CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. ,o Z 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 DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN PLUU31NCi �` , LEVEL OF THE FIRST FLOOR ARE T(0 BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES ALL PLUMBING WASTE f=F - ,5F7•dv WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS < _-W.-.___ &WATER LINES NEED - - 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 PRIORT tlnNa lrFM RE)1C�- 0 ����I��` �Lfll=f�it�`� �F .'���t�=��T ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 146do�J I .TP A RM PON TH9 1 2. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE 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 RESOLUTION. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 1- 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND WORK N TE 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 S PPPPIMI 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 0. *OikION 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 DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR $ FINAL z 990TPUPT0 ARCHITECTURAL FEATURES AND STRUJCTURE. 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 OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. Ifhff69COMP T9FOR@4 RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. ft§ON§TRW6T10N§11114L01911TM9 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON ^`u'NOXIDE DETECTORS PLUf!3ER CER TV-70A TION 11*1I99MENT§OF§ ®® F N9W SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LCI;:AL CODES. ONLEAOCO",TgNTBEFORE aw#& NOT §§PO §I if;CERTIFICATE O-_OCCUPANCY P00 OR 604T AY00 M : ' d RETAIN STORM WATER RUNOFF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE. SUPPLY SYSTEM CANNOT PURSUANT TO CHAPTER 236 GROUND WIND SEISMI1C SUBJECT TO DAMAGE FROM WINTER ICE SHIELD EXCEED 2110 OF 1% LEAD. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE OF THE TOWN CODE. 45LIbADsgft 120 (mph) CATECGO)RY WEATHERING D3,-0" MODERATE TOHEAVY SLIGHT TO MODERATE11Td degrees MENT REQUIRED 1984/R98 CATEGORY ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS SPEED (mph) PTH NEW ROOF DRAINAGE CALCULATIONS: / / rLECTr-,I fl'o'AL DESIGN CRITERIA ALL PLUMBING TO BE IN ACCORDANCE WITH THE PLUMBING CODE OF NEW YORK STATE. 1NSPZ�.-CTi0 FSE0!.E71ED PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS NEW ROOF AREA = 372 sq/ft (in rounds per square foot) TOTAL INCREASE IN AREA WITH COEFF. OF 1.0 USES(s) AND OCCUPANCY CLAS`.SIFICATION(s) USE LIVE LOAD DEAD LOAD 3- THROUGH ROOF I I I 3 " THROUGH ROOF I I ROOF V = AXRXC CJCGUFAP G� OR USE OCCUPANCY EXTERIOR BALCONIES ' 60 10 - A = 372 sq/ft USE IS UNLAWFUL. --- R = 2" RAINFALL = .17 ft °, T'i 11T. GERTIF1G/ T ' RESIDENTIAL R-3 DECKS (f) 40 10 3 � � ' �� �� �' n rfi y 9 i'.M TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER `THICLE GARAGES (a) 50 (a) 10 2 C = COEFF. = 1.0 TYPE GROUP ,.a •. >:..;•q. V - 372 x 1 x .166667 - 62 C.F. �.�4" (•._.�',,J „"' '{ �� ATTICS WITHOUT STORAGE (b,e) 10 10 2 3 2,. V ATTICS WITH STORAGE (b,e) 20 10 NEW 62 C.F. / 8.73 C.F. / VERTICAL FT. =7.10 V.F. MASTER PROJECT HEIGHT AND FIRE AREA 40 10 2 BATHROOM 3 " 3 " BATHROOM USE (3) 4' DIA. POOLS 3'-6' DEEP = 10.5 V,F, ROOMS OTHER THAN SLEEPING ROOMS L3 z� W T 7 HEIGHT (FIRE AREA SLEEPING ROOMS SHOWER 30 10 SECOND FLOOR SANTARSIERI HEIGHT, BUILDING. STAIRS 2 " 2" 31, 3" 2 " 2 " 2 THE VERTICAL DISTANCE 40 (c) 10 RESIDENCE UNLL FROM GRADE PLANE TO AREA 2" THE AVERAGE HEIGHT 3 STORY OF THE HIGHEST ROOF GUARDRAIL AND HANDRAILS (d) 3 AS P�3 ER TABLE 503 200 (c) 10 SURFACE = 25-7l'2' AS PER SECTION 502 OF ROOF 30 10 2°' � 455 INDIAN NECK LANE THE BUILDING CODE OF NEW YORK STATE. 2 3 2 , ' G �` y PECONIC , NEW YORK 11958 a) ELEVATED GARAGE FLOORS SHRLL BE CAPABLE OF SUPPORTING A 2,000- KITCHEN POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 2 ,. MASTER 2_ 2 " ; TOTAL HEIGHT FROM RIDGE TO GRADS 18'-13/a" 3 " BATHROOM b) NO STORAGE WITH ROOF SLOPS NOT OVER 3 UNITS IN 12 UNITS. } 'v C new i WPSHER gyp, LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHAL BE DESIGNED FOR THE UNIFORMLY E 1 R ST FLOOR /' \ DISTRIBUTED LIVE LOAD OF. A300-POUND CONCENTRATED LOAD ACTING 2 " ! OVER AN AREA OF 4 SQUAREINCHES, WHICHEVER PRODUCES THE GREATER 3 2 2 2 f t DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION Rb02.10.1. 3 2 GENERAL NOTES " e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS RISER DIAGRAM 3" PLUMBING TABLE 8402.2 4" E.A. VENT 6" MINIMUM SPECIFIED COMPRESSVE STRENGTH OF CONCRETE C•O, C .O. C.01. C. ABOVE GRADE O . C.O ' ' 4 'C .0. SILT: ISSUED FOR: DATE: MINIMUM SPECIFIED 3 3" TO S C D H S AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) 4" CI APPROVED CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL HOUSE SEPTIC BASEMENT NA PLUMBING RISER DIAGRAM (NTS) TRAP NEW FIRST FLOOR 368 sq. ft. SEVERE (b) SYSTEM NEW SECOND FLOOR 300 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SIEAL: 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 AUG. 13, 2012 BASEMENT SLABS AND INTERIOR SLAB ON PROJECT N0: ATTIC HousEa NA 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FLOOR SLABS ©COPYRIGHT 2011 D.A.K ASSOCIATES LLC. E OF N�w NO SUBSTITUTIONS 949-2012 �� y DRAWN BY: GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED � � >. O,t r11, n All Framing Hardware Shown on these Plans, nr s �T ',' BDK ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. UNDER FEDERAL COPYRIGHT LAW. �- �x�- o -� BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 d Unless Otherwise Indicated, Is Simpson Strong- , _ i,i1. ,, 'p CHECKED BY: O PANS MAY NOT BE REPRODUCED WITHOUT SCREENED PORCH NA Tie. No Substitutions are Approved or Authorized. yu JJD ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AfN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. � t EASTERN DECK NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, All PLANS AND DESIGNS ARE THE SOLE PROPERTY OF un `'r?;)y"' �<.., > SHLLI NUMBER: PORCHES, CARPORTS AND STEPS EXPOSED TO Due t0 the Relationships Of Framing Hardware C " ^' WESTERN DECK NA D.A.K. ASSOCIATES LLC. THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) SHEATHING NOTES: to the other Components Of the Structure, an \ Or.F_ � . FRONT PORCH 49 sq. ft. p y TI4E RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �oF ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH' THE NAILING SCHEDULE OF THE AMERICAN FOREST FramingHardware Substitutions will Render 510,•„ SIDE PORCH NA PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Gl 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 UNCOVERED ENTRANCES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer / Contractor Assuming Responsibility for Acce tonce of these drawings does not authorize the right to build without (a) AT 28 DAYS PSI p g g the Design and Performance of the Entire System. (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the authorization of local governing agencies, such as Suffolk County Dept. //1 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 of Health Services, Town Building Departments, DEC, FEMA, etc. (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 JIAMES J DEERKOSKI PE (d) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Construction. C) D-A-K ASSOCIATES,to (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS M T S 2(0 L T S 2 0 SIDE OF TRUSS, ALLOWABLE LOADS �•z ALL LOAD FASTENERS MODEL GA UPLIFT UPLIFT 133 160 8dAxLS CODE INTO TRUSS ° ° TOTAL FOUR j t� N0. TO AVG F LATERAL/ F) WITH REF. IN NAILS _- - IC�J�I - RAFTERS/ PLATES STUDS 133 160 (160) TRUSS TO 0 ULT. (� ) ( ) � z STU o0 SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER PROVIDE (1) HGA10KT ON 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 ILC PROPER INSTALLATION PROCEDURES AND ON SIDE OF RAFTER / residential & CommenClal design.englneedng.consulmp H6 16 8-8d 8-Sd 3983 915 950 650 5, 44 ° - •/_ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ART 'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER Two M ° y MODEL GA AVG z CODE 8d NAIL o • • .• "•�"�n��l phone: (631�161-6011 MAX, CLEAR ULT. LFTA LFTA REF. INTO N0. WIDTHSPAN L QTY DIA 1 2" 24" 3" 31" 14" 2" 24" 3" 3," , PLATES YVleslh0inptonBeaCh,NewYork 11978 fmC (631 466'3354 EIGHT ° 8d NAIL S P 4 tel: UOI cw LFTA 16 16-tOd - 4200 1205 1400 5, 44, 85 INTO East End yAuoCiotes,LLC�y 2�" 17" 38�' STUD ` Deeilaoald,AM d.KeN Associates,LLC c Ibilnedy D(OUG-FIR LARCH / SO. PINE OWNERSHIP & FASTENERSz (ALLOWABLE UPLIFT LOADS a 00 USE OF DOCUMENTS: These drawings and specifications including the MODEL L AVG 10d 10d x 11" CODE N0. ULT. REF. tOd tOd x 1�" (,133LFTA L_ S T A 21 133 / 160) (133) (160) ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 o °o to others or used in connection with any work o °° °° or project other than for which they have been MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 °° prepared without written consent. LST20 20 12-10d 12-10d x 1 " 2383 775 720 720 3, 41 SIMPS0n Strong-Tie COW- HGA10 " ° COUPLER NUT ° DOUS. PINE CODE DETAIL ''ECODE Equal number of- MODEL TYPE DIRECTION ALLOWABLE LOADS; REF. MODEL CONNEC- OF LOAD FLOOR ROOF 133 NO. TION (100) (125) 160 / specified Halls In °o I : each end Simpson Strong-Tie DETAIL "K." G 515 645 (670 CS16 LTP4 5 J 515 645 (670 6, 39, 97 H 515 645 0670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HO DEFLECTION DEFLECTION ARTR'x12 STUD DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF. 8"' CA ULT. IN VERTICAL WOOD MEMBER ALLOWABLE STU BASE BODY a ANCHOR BOLTS ALLOWABLE 8 GA GA HB SB W H B SO CL DIAS•8 DESIGN LOAD DESIGN Oo �SIMPSON QTY DIA 14" 2" 2 " 3" 3}" 5J" LOAD WHEN RAISED OFF o o TAKE-UP WASHER THE SILL PLATE 0 HD2A 16 12 4A" 2�" 2J" 8" 211" A" 1 F' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 : 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS ART8"x12 N0. W L STUD PLATE ULT.AV DF / SP CODE II (133) (160) REF. SP4 3A" 71" 6-10d x 11" 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA y� L NAILS FLOOR (133) (160) REF. 100 °o LSTA21 20 1 21 ----7-10d 905 1205 1295 7, 40, 90 ° WORK NOTES: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 FLOOR REF. (133) (160) 0 N0. GA Simpson Strong-Tie W L NAILS MSTA24 18 11" 1 24 1 18-10d 1025 1 1370 1 1640 7, 40, 90 L U S 4 6 MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE NO. L FASTENERS END SPACING REF. (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)z °c. HD2A OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150, 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON. OUG-FIR LARCH S(1 PINE O (11 )1 LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA HEADERS � AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE w H B JOIST,S BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 'IF"' 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3{" 4J" 2 - 4-16d 4-1&d 6076 1140 1160 - 1DOD 1150 - 1250 7, 40, 127 DETAIL "I" HUS210-2 14 3 9J" 2 8-16d 8-16id 6076 1755 2105 1650 1900 STU 5,,2065 1, 36, 84, 122 ART "x12 FASTENERS UPLIFT LATERAL LOADS CODE SIMPSON UP MODDEL GA AVG UPLIFT (133/160) REF. TAKE- WASHER ULT. TO RAFTERS TO PLATES TO STUDS3 (133) (160) F Fz 160 HGA10KT 14 4-SDS}"x1}" 4-SDS}"x3" 1523 435 1 435 1165 940 CNW- USE A MINIMUM SP4 COUPLER NUT TWO Bd NAILS THH IS SIDE OF TRUSS. CN W- �� O COUPLER NUT SP4 STU 8 - TOTAL FOUR SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS L S T A 21 SIMPSON INTO TRUSS SIDE OF TRUSS. MTS16 STU �'- TOTAL FOUR . ® ' MTS16 n SIMPSON SIMPSON TAKE-UP WASHER HD2A TAKE-UP WASHER Strong-Tie IN NAILS LSTALD1 HUS210-2 INTO TRUSS o Two ° FI PROJECT: 8 AIL TO ° `' PLATES " ANCHOR BOLTS TWO n `� EIGHT 8d NAIL I'1 8 Bd NAIL � INTO INTO DETAIL "A" �' i STUD Simpson Strong-Tie PLATES °p° I i CD ANTARSIERI H7 EIGHT 8d NAIL INTO DETAIL "D" DETAIL "G11 DETAIL "J" RESIDENCE STUD Si�ir�pson Strong-Tie "'7 Simpson Strong-Tie LFTA ROD SYSTEM LFTA 3455 INDIAN NEC K LANE LFTA I PECONIC NEW YORK 1195 � 8 BP Go NEW YORK STATE ENERGY CODE PRESCRIPTIVE DESIGN CRITERIA DRAWING TITLE: ' SIMPSON WINDLOAD LTP4 Ll CHARTS & CALCULATIONS I ' LTP4 DETAIL "L" & AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRIUCTION CODE OF NEW YORK STATE, STRONG-TIE DETAILS i LTP4 SECTION 101.4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, SET: ISSUED FOR: DATE: I DETAIL "C" ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTION'S 101.4.4.1 - 101.4.4.3 Simpson Strong--Tie 101.4.4.1 ADDITIONS: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS COEDE AS THEY RELATE TO NEW EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONI(S) OF THE EXISTING OR BUILDING SHEATHING NOTES: SYSTEM(S) TO COMPLY WITH CODE. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS (CONDITION OR OVERLOAD EXISTING & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DAJL: LTP4 DETAIL "B" BUILDING SYSTEMS. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. AUG. 13, 2012 LTP4 101.4.4.3 OTHER ALTERATIONS (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT No: WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYS>TEMS MEASURED IN UNITS OF N� 949-2012 Simpson Strong-Tie (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM ,,� w APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN AN)Y 12 MONTH PERIOD, ALTERATIONS . DE �'a DRAWN BY: (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES " ) � EH Floor-to-Floor Connections TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UINSAFE OR HAZARDOUS CONDITION - �� (4) SHEATHING TO BE NAILED TO TOP PLATE �� R �31 �(P BDK OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. �.."` :` ' -;� CHECKED BY: SECTION 402 NO SUBSTITUTIONS 2 >. , r" , W JJD BUILDING THERMAL ENVELOPE SHEET NUMBER: All framing hardware shown on these plans, 6�,�� � -' unless otherwise indicated, is Simpson Strong-Tie, , tip. 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET No substitutions are approved or authorized, G2 THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. 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 JAMIES J DEERKOSKI PE assuming responsibility for the design and ® 1111•A-K ASSMM nc performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ol 10, i 13'-22" 22'-112" 2" 16'-32" :: L!{J' __ __ _ 11� oo D 0 A e K ASSOCIATES B A A residential E, commercial design•engineering•corauiling �U1 30 04 05 306 5D6 Main Sheet phone: 1631)767-6071 Westhampton Beach,New York 11978 Iax (631)466-3354 E Mai1:� C�Mn6888@ad.com � Id.M„ l�r�l .L/� 1%Ead End e*'T� % . 15 OWNERSHIP & USE OF DOCUMENIS: 14" 7 44 7'-4 44" 14 These drawings and specifications including the 13' ideas, design and arrangements represented 13" _41„ _41" 13° therein, are the property of D.A.K. ASSOCIATES, 4 4 4 4 LLC. No part thereof shall be copied, disclosed Provide 44 AGO posts on to others or used in connection with any work 12"es ng Conc. Piers !o '� �2'� or project other than for which they have been �- r�iv prepared without written consent. Resting on 8" Thick � _ Conc. Footing Min. 3'-0" / \r\ Provide \ — ! \Below Final Grade (TYP) L CD Provide 4z4 ACQ posts on 8 ACQ House Beam CDHouse Foundation 2x2 Ledger - - -.- - - - - - - -- Provide 8" Poured Conc. Provide 8" Anchor Foundation on 16"x8" Provide 8" Anchor Bolts @ 2'-0"oc. Conc. Footing Min. 3'-0' Bolts @ 2'-0"oc. Below Final Grade A I I Provide 8"x16" Provide 8"x16" I I A ypace Foundation Vents Foundation Vents I Contractor to Insure That UFinish Floor Heights Malch.New Crawl S cd Verify With Owner Type of I . ( 2" P.C. SLAB _ Floor to Be Installed To f Allow for Proper Foundation �4 Provide 8" Poured Conc. Height Adjustment. I I D Foundation on 16"x8" Cone. Footing Min. 3'-0" x Provide 8" Poured Conc. Below Final Grade o Foundation on 16"x8" � Conc. Footing Min. 3'-0" I � I WORK NOTES: Below Final Grade Provide 8"xl6" Provide 8"x16" - Foundation Vents Foundation Vents I Provide Continuous . I Bearing Points 14"x9Y" LVL Bearing Points Above Flush Beam Above I I I I I I - - - - - - - - - -- - - - - J L - - - - - - - - - - - - - - - - - - - - - - -N L - - - - -J II - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- -- - - - - -- - - - - - - r- Provide 36"x 24" Provide 36"x 24" Provide 36"x 24" Access Access Access I I I I I V 13 j Existing Basement Existing Basement N 4 P.C. SLAB N. N 4 P.C. SLAB N o i I W/6x6 WWM 10/10 GA. W/6x6 WWM 10/10 GA. N old V N I I I I I o Existing Garage 4 P.C. SLAB X. —f�' 2" -- �3'-38" 8'-84oe8' I I New Plumbing W/6x6 WWM 10/10 GA. Chase to Basement _ I I I I I F I— 7 I r— 7 F -1 I I New Pit For Existing (3) 2z10 Girder �_ Existing (3) 2x10 Girder_I — _ _ Existing (3) 2x10 Girder — _F Existing (3) 2x10 Girder _ _ Existing (3) 2x10 Girder _ New Trap For Master I I I I L —\— L J L _ L Both _ J Existing 3 Y" Steel Colunm Existing 3 YJ Steel Colunm I I LJ on n ( I 2'-("x 2'-o"x l'-0" 2'-o"x 2-0"x 1'-0" one. Footing Conc. Footing o I I I I PROJECT: 0 SANTARSIERI 0 0 0 0 - - - - J I- - Ezistin 9'-0" Garage Door Opening I RESIDENCE N Existing Basement — — — — — — — — — —— — — —g g p g 4" P.C. aseSLAB Existing Basement I r — — — — — — — — — — — — — J CD W/6x6 WWM 10/10 GA. a S 4" P.C. SLAB o o o s/D o W/6x6 WMM 10/10 GA. o I I 3455 I N D IA N NECK LANE I I I PECONIC , NEW YORK 11958 I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I I I I I I I DRAWING TITLE: v I I I I v L L - - - - J I FOUNDATION PLAN SET: ISSUED FOR: DATE: B A A A A U 5U3 )U�� SEAL: DAl E: � 8' AUG. 13, 2012 ' 3 6' 16 PROJECT NO: 2 ' : 949-2012 .�v OF PJE(y DRAWN BY: c, 4c� 9. 17 � V` BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. >� ell CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. < '3F'f SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT c^ WRITTEN AUTHORIZATION. ° 07 2 FOUNDATION PLAN � ` ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �SS1O" �'' �✓ Al 01 D.A.K. ASSOCIATES LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SCALE: 1/4"=1�-0" 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 ASSOCIAM, 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 ' %%%'%�/% '�/ is %�77, ' %'� ' - 122'-112 1 2 6'-3201 —�'-42" 2'-10" -74" "-74 2'-10" L ®A®K ASSOCIATES uc reddlentld &commercial design.engineering.consuinng B A A A A 506 Main U 1 0 U 4 0 5 5 U 6 VNesthamptaBeach,Now Yolk 11978 1�11761-6071 (631)466-3354 E•Mal: Ckm80ftolcom Deedwft Alm a Kew Associates,LLC.fonTorty 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 1 13' 1 - prepared without written consent. All Headers to be S e New Landing t All Headers to be (2)$% 9 Y"LVL (2)1% 9 Y"LVL Unless Otherwise Noted New TW2846 New FWG120611 New TW2846 Unllless Otherwise Noted Note: Steps to Decks and Porches New (2)31 VIX11%" Note: Stteps to Decks and Porches LVL Girder w/(1) � care be a Max. of 2 teel Flitch Plate ore be a Max. of 2 Risers, requiring Handrail Bo of 2'-0"oc. q g Riserrs, re uirin no Handrail as per NYS. code. I as per NYS. code. 3 � O 3 Note: Finish decks and porches A Z New Su room z A Note: Finish decks and porches are to be less than 16" above _5 U Cotherdal(Ceiling 5 U are tco be less than 16" above finish grade `I finish grade cu cn o �I— , w 0 5Y" 22'-02' �df tl S WORK NOTES: � � TV Area New (3)2x4 New 4A I New 4x4 ost resting Post resting New (5)2x4 on Foundation �� � New on Foundation Post New (5)2z4 Below Below TW2846-2 Post Mullion 2-4y 7 7-4Y N - -m- - I N - - Nlew (4) 13/,"xl6" LVL Girder - - - - - - - - - New (1) 134%9 Y" LVL Girder - w/(1)Y" Steel Flitch Plate 00 �0 Bolted to Continuous Box Bm. � iu V , 433 C-14 M 17, in TUB ABOVE Existing o New Existing N o Mud �s *c—r) i Existing N sy° 5068 Kitchen -` N Lj Garage French r) ROOM Q g Dbl. Door 0 3 0 3 0 3 - �l� rL Y N N a 2' W LJ IJ 1] C � I 2'-3Y 3 3 3 co00 i0 36'Ref. ---- 2668 Z m Z Z m Z upper cabinet � I O Do Exist' _ _ New (5)2x4 New Plumbing W/a New (5)2x4 Living Room L Post hose to Basement ABOVE N Post Existing _ - Mlew (4) 13/"x16" LVL Girder - - .Existing L Bathroom New Pit For Closet o New Trop For Master Bath cu ❑ 0 s/D C—CD s�° Existing o Guest Room PROJECT: Existing Foyer i 15-Q" SANTARSIERI 12'-3" 5'-8Y" I 2 3)/2" New (2) 13/'"x9 Y"LVl_ Girder (Min.) 3Y" - - - RESIDENCE New TW2432 0 Existing m 3455 INDIAN NECK LANE Closet co New co PECONIC , NEW YORK 11958 2868 French �I(U m Door I New TW2856 New TW2856 New New TW2856 New TW2856 1268/3068/1268 Front Door. DRAWING TITLE: 11 n Verify Style & R. 0. 1 in I Lf� with Manf. Specs. FIRST FLOOR PLAN All Headers to be All Headers Ito be (2)$% 9 Y LVL (2)IY44"x 9 '2"LVL Unless Otherwise Noted Unless Otherwise Noted SET: ISSUED FOR: DATE: J� 4'-6"-4'-6" SEAL: DATE: B A A A A AUG. 13, 2012 jU 11 jU PROJECT NO: 949-2012 A�EOF NC DRAWN BY: J p,� V- BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. r\�S 'A CHECKED BY: 5'-2" 8'-8" 9'-2" 5' 3'-10' 1'-9" 12'-11" -13" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ,— >P f Ail r 4 4 ".;r�4, JJD UNDER FEDERAL COPYRIGHT LAW ' ;-. ' tl:'`� cr SHEET NUMBER: 36' 22' PLANS MAY NOT BE REPRODUCED WITHOUT 58'-0" WRITTEN AUTHORIZATION. Al 02 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. �sl� FIRST FLOOR PLAN THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of SCALE: 1/4"= 1'-0" 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 01 D-A-K ASSOCIATES, uc New Wall 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 Do ®K ASSOCIATES LW resldentkA &commercial design.engineering.mwi ttV 2'-4" 33'-42" 8'-4" 13'-112" ol 2'-2" 7'-2" n'-3" 5'-84" 3 72„ 3 _72„ 2'-94" 2'-02" 1Mtifl$lfeet phOtl@: (631)761-6071 I 4'—0 2"�3'-11Y"�3'-1�" 2'-0" Weslhamptal Beach,New Yak 11978 hDl: 1631)466-3354 E4Ad1: C/um888 @W.= DoerlaosK Arm 3 Kohl Assodates.LLC o East EndDesign Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented B A A A A therein, are the property of D.A.K. ASSOCIATES, rr LLC. No part thereof shall be copied, disclosed 30 1 (� U4 05 OV to others or used in connection with any work or project other than for which they have been prepared without written consent. All Headers to be All Headers to be (2)1 4"x 9 Y"LVL (2)1 4"x 9 Y"LVL Unless Otherwise Noted Unless Otherwise Noted KA rA y y 0 0 WORK NOTES: 0 TW28310 TW2831 TW2632 AX281 AX281 AX281 AX281 AX281 o Cricket jSeat � o o c Cr o0 o Bethroan Shower �4 —2'-OY" 10'-9" -11y" 12'-3Y" 2'-0� °'-OY" _I 3'-9" 3Y" T-4" 3Y" -1' �" o OM o 3Y2" V2" " I o �T 3Y" 3�' 2'-52"� 4'-2�" New Closet New Master ' 1668 2068 Bathroom NEW M C S/D NEW 6068 BYPASS 2668 2668 N Balcony water Hal D 3y2" 3y2" Closet j a New Rail System -3" o Bedroom s/° Master Bedroom NEW 6068 BYPASS NEW 6068 BYPASS 0 0 0 Closet New Closet New Closet ILI m o PROJECT: CO 3Y" 21'-6Y" " 3Y" V2" Z 2 5" 3'-5" 7'-1Y" '-11Y" '-5" 3'-3° SANTARSIERi NEW NEW RESIDENCE DORMER DORMEIR 3455 INDIAN NECK LANE cw14 s cw14 " 3'C-6W"14 S cwl34M M � PECONIC , NEW YORK 11958 3'-6"�3 3y 3'-3" 7 0"" DRAWING TITLE: A zzA A A All Headers to be �U JO y 0 All Headers to be SECOND FLOOR PLAN (2)14"x 9 Y2"LVL ( ) 2 1/"x 9 Y"LVL Unless Otherwise Noted Unless Otherwise Noted 'SET: ISSUED FOR: DATE: B A A A A 'SEAL: DATE: AUG. 13, 2012 PROJECT NO: 11'-3' 11'-3 ol 949-2012 �E OF tq, � DRAWN BY: 36' 22' P 3 b J-. BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �� � k� ,� CHECKED BY: 58'-0" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '� r ,4, * JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT ` L!1 ♦ '' `'-}`" 'X' / ~ 'J' SECOND FLOOR PLAN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 0 3 SCALE: 1/4"= 1'-0" D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE New Wall 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, uz Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS % � ' %%;, D e A®K ASSOCIATES roc resided a commercialdesigna engineeringa consAft 506 main Street phone: (631)767-6071 Westhampton Beach,New York 11978 tmc (631)466-3354 Ems: Ckm8888@cdcom l IL ILA IIII ILI II ICI IL II III II II II I II I I I I I I I I I�I_LI I I I I�I I I I�I I I I�IJ I I I�H IJ I I IJ I I I LIJ I I I I I I I I I�I I I I WJ I I I I I I I�IlL I I I oeerioosta.�m+a Kerr uc ��r r�,d Design�odores,uc ILA ILI I I l OWNERSHIP & USE OF DOCUMENIS: �IIIILL ILIL ILLL ICI I�IL II 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 j/ or project other than for which they have been prepared without written consent. Lul I _ I I L1J I LJ I I ill_I I I ❑ ❑ 1 ❑ ULLLTUT�u W1 W1 / W1 W1 IIII I I I II IL�I I_II II I I ILA I IL I I I�� I ICI I I I�LI I I % - \ � u Llllll II I�� IL I�� ILI I IL I_I II \ II II I I IIII I LLI_ I I U l i l l��I I LI111J � / LI111J�1L I I T 4 10 ❑ ❑ ❑ ❑ T 28 WORK NOTES: FRONT ELEVATION_ SCALE: 1/4"=1'-0" i I I LJ I H L1 III � L PROJECT: LLL IIIII LIL]�LL ANTARSIERI RESIDENCE 11 L l 2 1 2 1 X 2 1 2 1 X2 1 T 26 2 LLL 1� 55 NECK LANE I T 8 10 r 28110 PECONIC , NEW YORK 11958 ill ��W L it I �lJ I_I �d L / l DRAWING TITLE: LLLU Lu -ILI Ll -H -1 ELEVATION — A S S NOTED :111E ❑E ]FIE 1 T 28 6 EL WG 0 11❑ LI T 28 6 28 6 T 28 6 SET: ISSUED FOR: DATE: ] :11SEAL: DATE: AUG. 13, 2012 r PROJECT NO: 949-2012 DRAWN BY: OF fJEt�, BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �� J. pg� � J�?� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ' �� JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT REAR ELEVATION WRITTEN AUTHORIZATION. 7 ` ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ��O' 072r�' ` ��`� A201 D.A.K. ASSOCIATES, LLC. r. 1 b ' 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, Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS \ � ., LU - - D ®A®K ASSOCIATES uc residenflal & commerclol design.engineering•conwllkrp 506 Mdn Street phone: (631)767-6071 Westhampton Beach,New York 11978 tmc (631)466.3354 Wd: CArrnB88 cdcom Deerlao K Aim a Kerr Associates,LLC a fomwty East End Design Assoaares,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 ' Z \ or project o written they have been prepared without EFILI \� T 28 6 T 28 6 WORK NOTES: RIGHT ELEVATION_ SCALE: 1/4"=1'-0" PROJECT: SANTARSIERI RESIDENCE 3455 INDIAN NECK LANE /�\ \\ l PECONIC , NEW YORK 11958 L11-LIJI � DRAWING TITLE: \ ELEVATIONS - AS NOTED T 28 6 T 28 6 T 28 6 T 28 6 SET: ISSUED FOR: DATE: SEAL: DATE: AUG. 13, 2012 PROJECT NO: 949-2012 OF NEB DRAWN BY: J. O Ffe f�i BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. e ;�, - r_ � .,,•���t �g, � � CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. ' : T'"� — JJD LEFT ELEVATION SHEL I NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT SCALE: 1/4"= 1'-0" WRITTEN AUTHORIZATION. A202 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF sss ? 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 DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A•K ASSOCIATES, ur Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 6" Flyrafters 30 Year Architectural Roof Shingles 15 LB Felt D ®A®K • SSOCIATES Y" COX Sheathing residential & commercial design•wdnee nig.consuft p 2x6 Roof Rafters — 16"oc. 506 main Street phone: (631)767-6071 Ridge vent Werth imptonBeaCh,NewYork 11978 fmc (631)466.W Wal: CAm I380ool com Dee kwli3,Am,a Kehl Associates,LLC a tormery EW End De*n Auocioies,LLC 30 Year Architectural Roof Shingles OWNERSHIP & USE OF DOCUMENTS: Ridge Vent Ridge Vent 15 LB Felt CDX Sheathing z 8 R i d ge Existing 2x6 Roof Rafters These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 15 LB Felt LLC. No part thereof shall be copied, disclosed 1' 30 Year Architectural Roof Shingles to others or used in connection with any work Y" CDX Sheathing or project other than for which they have been 26 Roof Rafters — 16"oc. prepared without written consent. 2x6 — 16"oc. Ceiling Joists R-30 insulation 2x6 — 16"oc. Ceiling Joists (2)2x10 Header Q U (I �.) () u 1) (1) (11) (1 V R-30 Insulation (2)2x10 Rafter Header Attached to (3)2x8 Rafters R-30 Insulation R-30 Insulation 1"z 8" Azek Fascia 1"x 8" Azek Fascia 1' Azek Soffit Azek Soffit 1" x 6" Azek Freeze )/2* Sheetrock �oo� 1' x 6" Azek Freeze C W 14- C W 14 R-15 Fiberglass Insulation � EX. BEDROOM —� 30 Year Architectural Roof Shingles 15 LB Felt New Siding (Verify with Owner) New Siding (Verify with Owner) Y" CDX Sheathing 30#Felt 30#Felt 2x8 Roof Rafters r CDX Sheathing Y" CDX Sheathing " 2x4-16" oc Wall Studs 2x4-16" oc Wall Studs WORK NOl ES: S.M. (2',)2x10 Rafter Header R-19 Fiberglass Insulation Existing R-11 Fiberglass Insulation Atltached to (3)2z8 Rafters (2)2z10 Rafter Header Attached to (3)2x8 Rafters \-- (3)2x8 Rafters 2X10 — 16"oc. 1"z 8" Azek Fascia Azek Soffit 1" x 6" Azek Freeze 2x4 Studs —16"oc D 0 R RMN E R EX. LIVING ROOM r Sheetrock C �ROSS'i Existing R-11 Fiberglass Insulation New Siding (Verify with Owner) PROJECT: 30#Felt Y" CDX Sheathing 2x4-16' oc Wall Studs SA TA RS I E R I \ RESIDENCE R-19 Fiberglass Insulation �—R-19 Fiberglass Insulation `—R-19 Fiberglass Insulation R-19 Fiberglass Insulation 3455 INDIAN NECK LANE PECONIC , NEW YORK 11958 EX. BASEMENT -"EX. BASEMENT DRAWING TITLE: Existing 3 r2 Steel Colunm on 2'-O"x 2-O'x V-0• CROSS SECTION A Conic. Footing SET: ISSUED FOR: DATE: SEAL: DATE: AUG. 13, 2012 PROJECT NO: 949-2012 OF N.tf! DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. :p{ �yc; ' . BDK ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED Q �� CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. ,t . ' CROSS sAmkECTION B PLANS MAY NOT BE REPRODUCED WITHOUT c ;, :,'r ,ate JJD WRITTEN AUTHORIZATION. SHEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. s+ A301 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D"A-K ASSOCIATES,u.c agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ' , " D .A e K ASSOCIATES >lc residential rs< commercial design a engineering.conwHkp Ridge Vent X6M&Street phone: (631)767-6071 Westhampton Beach,Newyork 11978 10C (6311466.M &Moll: CkrnMool.com Deeribmi,Ann d,I KeH Associates,LLC a formerly East End Design Associates,LLC 30 Year Architectural Roof Shingles 15 LB Felt OWNERSHIP & USE OF DOCUMENTS: Y" CDX Sheathing These drawings and specifications including the Existing 2x6 Roof Rafters 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. 2x6 - 16"oc. Ceiling Joists (2)2x10 Flush Header �_R-30 Insulation R-30 Insulation 30 Year Architectural Roof Shingles 1"x 8" Azek Fascia 15 LB Felt Y° CDX Sheathing Azek Soffit New Ridge Beam Existing 2x8 Roof Rafters �0����5 Girder ( th 1" x 6` Azek Freeze (1)134 x 9Y" LVL on Each Side Flush on Bottom (Bolted with (4)1' Carriage Bolts 2'-0"oc.) Existing R-11 Fiberglass Insulation 30 Year Architectural Roof Shingles Ridge Vent 15 LB Felt 30 Year Architectural Roof Shingles r CDX Sheathing 15 LB Felt EX. FOYER EX. BATH 2x10 Roof Rafters �" CDX Sheathing 2x10 Roof Rafters WORK NOTES: 6` - 2x6 Fly-Rafters R-19 Fiberglass Insulation Step Flashing R-30 Ins lotion 7 New (3) lY`x18" LVL Girder — — — — — — — — — — — — — — — — — — Existing (3 2x10 Header New (2)2x1O Header 2x6 Studs -16"oc New New 5068 - 2868 French French Fire Blocking Dbl. Door Dbl. Door Y° Type Sheetrock EX. FOYER EX. KITCHEN Sheetrock NEW SUNROOM — R-19 Fiberglass Insulation Existing R-11 Fiberglass Insulation sg CDX Subfloor New Siding (Verify with Owner) (Match Existing) 301 Felt Y" CDX Sheathing New Siding (Verify with Owner) PROJECT: 30#Felt Y° CDX Sheathing 2x6 Doug Fir Sill 2x4-16° oc Wall Studs SANTARS I E RI WI40 x 9Y"Floor Joists - 16°oc. RESIDENCE 1�"z9�" LVL Box Beam R-19 Fiberglass Insulation R-19 Fiberglass Insulation R-19 Fiberglass Insulation R-19 Fiberglass Insulation Simpson Hanger R-30 Fiberglass Insulation R-30 Fiberglass Insulation Hurricane Strapping Existing (3) 2x10 Girder 3455 INDIAN NECK LANE °x12" Anchor Bolts 2'-0"oc. PECONIC , NEW YORK 11958 "x9�` House Beam NEW CRAWL SPACE Damp proofing 8" Poured Concrete Foundation Wall 2" P.C. Slab EX. BASEMENT EX. BASEMENT DRAWING TITLE: Existing 3 Yz° Steel Colunm Existing 3� Steel Colunm 16" x 8° Concrete footing on on (Min. 3'-0" Below Final Grade) 2'-D"x 2-O"x 1'-0' 2'-o'x 2'-o°x l'-O" CROSS SECTION A Conc. Footing Conic. Footing SET: ISSUED FOR: DATE: SEAL: DATE: -- AUG. 13, 2012 PROJECT NO: D0E2 0 949-2012 © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. Q !�.. ` * DRAWN BY: <. � - N ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED , art... ;, ,,d� w BDK CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. CROSS SECTION A PLANS MAY NOT BE REPRODUCED WITHOUT �O '10 �o� � JJD WRITTEN AUTHORIZATION. �, ass`, AFL SHEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A302 D.A,K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: of of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIAM,uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS , %; ;/%���/ j,% ;; 6 N� D®A®K ASSOCIATES izc residential &commercial design.engineering.consuMing V Mdn Street phone: (631)767-6071 Westhampton Beach,New York 11978 fcDcc (631)466-3354 Wal: CkmBEAW.com Dee koft Arm&KeN Associates,LLC.MrmerV East End Design Associates,LLC OWNEKSHIP & 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. New Ridge Beam (2) 1%%18" LVL Girder with (1)134 x 9r LVL on Each Side Flush on Bottom (Bolted with (4)j" Carriage Bolts ®2'-0°oc.) 30 Year Architectural Roof Shingles Ice and Water Shield Ridge Vent CDX Sheathing 1 1 2x10 Roof Rafters �l GAF Architectural 40yr Roof Shingles � 30 LB Felt (provide ice and watershield at all volleys, WORK NOTES: hips, CDXstarter and RoofSheathing locations)Plywood9 2"x 6° Roof Rafters — 16"oc. 2x 8 Ridge R-30 Insulation (3) 134 z 18" LVL Header 2x6 Ceiling Joists — 16"oc. 1x6 Azek Fascia /Rakes 2x Soffit Framing (2)2x6 Tap Plate 9" Vented Soffits (Match Existing) (2)2x10 Header 2x6 Studs -16°oc: 2x Framing to Create False Girder 1x Azek False Girder Covering Beaded Azek Ceiling iz4 Azek Frieze Board Fire Blocking 1xl0 Azek Frieze Board Y" Type Sheetrock; 44 Azek Post Provide Furring as Required NEW SUNROOM1 00P R-19 Fiberglass Insulation 9� CDX Subfloor Hardi—Plank Siding 30#Felt (Match Existing) CDX Sheathing PROJECI 2x6 Doug Fir Sill WI40 x 9 Floor Joists �6'oc. SANTARSIERI 1i"x921" LVL Box Deam Brick Perimeter and Steps RESIDENCE with Bluestone set in Platform R-30 Fiberglass Insulation Grade---------- Hurricane Stropping 3455 INDIAN NECK LANE �%12' Anchor Bolts 2'-0°oc. PECONIC , NEW YORK 11958 NEW CRAWL SPACE Damp proofing 8" Poured Concrete Foundation Wall 2"P.C. Slab w/#5 Reber — 48° oc Vertical Rods CROSS SECTION B 0 0 . DRAWING TITLE: 16" x 8" Concrete footing with (3) #5 rebar (Min. 3'-0° Below Final Grade) CROSS SECTION A SET: ISSUED FOR: DATE: CROSS SECTION A SEAL: DATE: AUG. 13, 2012 PROJECT NO: OF NFL 949-2012 �S J. DES! �0 DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED k . . 1� ,`n BDK n .�. '��{. , � � CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. z ,CC JJD PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �I D.A.K. ASSOCIATES, LLC. :_..;� � A303 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ,JAMES J DEERKOSKI, PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ,® D-A°K ASSOCIATES,uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS e D ®A®K ASSOCIATES uc reddenNal rl< commercial design•engineering•conwMhp Ridge Vent 506 main stmet phone: (631)767-6071 Wesf rripton Beach,New York 11978 be (631)466-3354 Rol: Ckrn8888@aolcom Deerkoft Arm&KeN Associates.LLC s tonrmly East End Design Anocates,LLC UWNERSHIP & USE OF DOCUMENTS: 30 Year Architectural Roof Shingles These drawings and specifications including the 15 LB Felt ideas, design and arrangements represented Y" CDX Sheathing therein, are the property of D.A.K. ASSOCIATES, 2x6 - 16"oc. Ceiling Joists Existing 2x8 Roof Rafters LLC. No part thereof shall be copied, disclosed �1'-0 to others or used in connection with any work R-30 Fiberglass Insulation or project other than for which they have been g prepared without written consent. 0 I �- NEW NEW NEW Fsf�9 CL. HALL CL. Ors _ I R-30 Fiberglass Insulation J r CDX Subfloor �R-30 Fiberglass Insulation (Match Existing) 77 C.SI)V lJ WORK NOTES: R-30 Fiberglass Insulation \—R-30 Fiberglass Insulation 2X10 - 16"oc. 2X10 - 16"oc. 1"x B" Azek Fascia Azek Soffit 1" x 6" Azek Freeze 2x4 Studs —16"oc EXISTING EXISTING BATHROOM MUDROOM y" Sheetrock CDX Subfloor Existing R-11 Fiberglass Insulation New Siding (Verify with Owner) 30#Felt Yz" CDX Sheathing 2x4-16" oc Wall Studs 2X10 — 16"oc. 2x10 Box Beam R-19 Fiberglass Insulation R-19 Fiberglass Insulation Existing (3) 2x10 Girder PROJECT: rxl2" Anchor Bolts 2'-0"oc. SANTARS I E RI RESIDENCE EX. BASEMENT 3455 INDIAN NECK LANE Existing 3 YZ" Steel Colunm Damp proofing PECONIC , NEW YORK 11958 on 2'-0"x 2'-0"x l'-0' Conc. Footing 8" Poured Concrete Foundation Wall DRAWING TITLE: CROSS SECTION A 16" x 8" Concrete footing (Min. 3'-0' Below Final Grade) SET: ISSUED FOR: DATE: SEAL: DATE: AUG. 13, 2012 CROSS SECTION A PROJECT NO: �E OF NFL 949-2012 J. Dtt 0 DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. r ��� �-��� �� >Ff! BDK ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �`� ��,:,�, u, n -, CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. M 3 L JJD PLANS MAY NOT BE REPRODUCED WITHOUT °• �p �o SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC, A304 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D"A"K ASSOCIATES,uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D ®A®K ASSOCIATES r�rc residential d,commercial design•engineering.coraAft Ridge Vent M6 Main Street phone: 1631)767-6071 30 Year Architectural Roof Shingles WeslharrptonBeach,New York 11978 falc )631)466-3354 r Ice and Water Shield E 4: CMTM@cd.com CDX Sheathing � oeeftft A rorrr,e� E 2x10 Roof Rafters rrn �Associates,LLC. /East End Assocla ,LLC �-./. :. .. OWNERSHIP & USE OF UOCUMENIS: These drawings and specifications including the Y" Carriage Bolt ideas, design and arrangements represented R-30Insulation therein, are the property of D.A.K. ASSOCIATES, 2x6 - 16"oc. Ceiling Joists LLC. No part thereof shall be copied, disclosed to others or used in connection with any work \—R-30 Fiberglass Insulation or project other than for which they have been prepared without written consent. 8" Azek Fascia Azek Soffit 12" NEW NEW NEW 1" x 6" Azek Freeze CL. HALL SHOWER i 2x4 Studs -16"oc I r\ R-15 Fiberglass Insulation R-30 Fiberglass Insulation )� Sheetrock CDX Subfloor i New Siding (Verify with Owner) (Match Existing) 30#Felt CDX Sheathing r 2x4-16" oc Wall Studs ( 30 Year Architectural Roof Shingles 15 LB Felt Y' CDX Sheathing 2X10 - 16"oc. 2X10 - 16"oc. Existing 2z8 Roof Rafters WORK NOTES: \ R-30 Fiberglass Insulation \—R-30 Fiberglass Insulation —R-30 Fiberglass Insulation WASTE LINE CHASE AREA Provide )" CDX Sheathing on INSURE ALL PLUMBING FROM FREEZING Underside of Joists In Chase Area 2x6 - 16'oc. Ceiling Joists 6666 �R-30 Fiberglass, Insulation `—R-30 Fiberglass Insulation New (4) 134'x18" LVL Girder New (4) 1%"x18"LVL Girder R-30 Fiberglass Insulation New (2) 1rx9 Y2" LVL Girder (Min.) EXISTING 1"x 8" Azek Fascia Azek Soffit Type "X" Sheetrock Type"X" Sheetrock 1" x 6" Azek Freeze on All Walls and Ceilings GARAGE on All Walls and Ceilings As Per NYS Code As Per NYS Code 2x4 Studs -16"oc New Siding (Verify with Owner) 30# Felt r CDX Sheathing Existing R-11 Fiberglass Insulation s Type 'X"Sheetrock PROJECT: Ex. 4" P.C. Slob }"xl2' Anchor Bolts 2'-O'oc. SA N TA RS IE R I RESIDENCE 3455 INDIAN NECK LANE FL--' PECONIC , NEW YORK 11958 16" x 8" Concrete footing (Min. 3'-0" Below Final Grade) DRAWING TITLE: CROSS SE,CTION A CROSS SECTION A SET: ISSUED FOR: DATE: SEAL: DATE: AUG. 13, 2012 PROJECT NO: ��-©F NEy,/ 949-2012 C; DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. P 1 " ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BDK UNDER FEDERAL COPYRIGHT LAW. m „_,. _,° =f= CHECKED BY: JJD PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER; WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A,K. ASSOCIATES, LLC. A305 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: of of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D"A•K ASSOCIATES,vc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS !,� 'D®A®K ASSOCIATES uc reddentid &commercial dedgn•engineering•con tV 606 Md1 Street phone; (631)767-6071 Ridge Vent W%tllamptonkd4NewYolt; 11978 tmc (631)46-,W Ex. 2x8 Ridge EMOI: CAm18W@ooLcom ' 1 —0 '( — N Y" i Carriage Bolt Deedo%K Mn a KOM Asodales•LLC•fomwty East End /usociotes.LLC r7 OWNERSHIP & USE OF DOCUMENTS: 30 Year Architectural Roof Shingles 30 Year Architectural Roof Shingles These drawings and specifications including the 15 LB Felt Ice and Water Shield ideas, design and arrangements represented Y" CDX Sheathing r CDX Sheathing therein, are the property of D.A.K. ASSOCIATES, Existing 2x8 Roof Rafters 2x6 — 16"oc. Ceiling Joists 2z10 Roof Rafters LLC. No part thereof shall be copied, disclosed R-30Insulation to others or used in connection with any work -R-30 Fiberglass Insulation or project other than for which they have been prepared without written consent. 1"x 8" Azek Fascia (2)2x6 Hdr WIY27 Azek Soffit 12" NEW NEW Plywood Filler 1" x 6" Azek Freeze WIC MASTER BATH _ 20 Studs —16"oc N _ I f` R-30 Fiberglass Insulation R-15 Fiberglass Insulation Y"Sheetrock New Siding (Verify with Owner) 30# Felt Yz' CDX Sheathing 2x4-16" oc Wall Studs 2X10 — 16 oc. WORK NO1 ES: 30 Year Architectural Roof Shingles `—R-30 Fiberglass Insulation \—R-30 Fiberglass Insulation 15 LB Felt R-30 Fiberglass Insulation WASTE LINE CHASE AREA Provide r CDX Sheathing on r CDX Sheathing iNSURE ALL PLUMBING FROM FREEZING Underside of Joists In Chase Area Existing 2x8 Roof Rafters 2x6 — 16"oc. Ceiling Joists R-30 Fiberglass Insulation R-30 Fiberglass Insulation New (4) 13/"x18' LVL Girder New (4) 14'xl8" LVL Girder New (2) 1%"x9� LVL Girder (Min.) EXISTING �I"x 8" Azek Fascia Azek Soffit GARAGE 1' x 6" Azek Freeze 2x4 Studs —16"oc Type "X" Sheetrock on All Walls and Ceilings New Siding (Verify with Owner) As Per NYS Code 30#Felt Y' CDX Sheathing Existing R-11 Fiberglass Insulation %" Type "X' Sheetrock PROJECT: Ex 4" P.C. Slab 'xl2" Anchor Bolts 2'-0"oc. SAN TA RS I E R I RESIDENCE 3455 INDIAN NECK LANE PECONIC , NEW YORK 11958 16" x 8' Concrete footing (Min, 3'-0' Below Final Grade) DRAWING TITLE: CROSS SECTION A CROSS SECTION A SET: ISSUED FOR: DATE: SEAL: DATE: AUG. 13, 2012 PROJECT NO: 949-2012 �EQF NEf1,y DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �s1. QF����? BDK ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �� f r CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ; :',. :;°"? " _ W JJD `1'1 SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. A306 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D"A"K ASSOCIATES,u.c agencies prior to construction.