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vaFFOtIr Town of Southold Annex 4/9/2014 P.O.Box 1179 y 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36857 Date: 4/9/2014 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 41535 Route 25, Peconic, SCTM#: 473889 Sec/Block/Lot: 75.-5-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/2/2012 pursuant to which Building Permit No. 37641 dated 11/20/2012 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: RENOVATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Berry&Berry LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37641 04-08-2014 PLUMBERS CERTIFICATION DATED Yr /Ohorded Signature SUF�o��,c TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY a 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#: 37641 Date: 11/20/2012 Permission is hereby granted to: Berry & Berry LLC 41535 Route 25 Peconic, NY 11958 To: Alterations to a Single Family Dwelling; All Windows & Door Replacement, Gable Roof, as applied for. At premises located at: 41535 Route 25, Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-13 Pursuant to application dated 11/2/2012 and approved by the Building Inspector. To expire on 5/22/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $246.80 CO-ALTERATION TO DWELLING $50.00 Total: $296.80 Buil g 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 $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: t 6`0�on Ll� Suffolk County Tax Map No 1000,Section - Block Lot ( 5 . Subdivision Filed Map. Lot: Permit No. �J7�° Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ C'#t3-, , IL AN Ap �c ignari 0 SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 io roper.riche rtl'aD_town.southo Id.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Berry&Berry LLC Address: 41535 Rt 25 City: Peconic St: NY Zip: 11958 Building Permit#: 37641 Section: 75 Block: 5 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 40 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 7 Smoke Detectors rj Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances N26 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Combination smoke/co detector-1 Notes: Inspector Signature: Date: April 8 2014 81-Cert Electrical Compliance Form.xls Of SOewi4 (/ly�� � • ao ° J TOWN OF SOUTHOLD BUILDI G DEP 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ] ROUGH PLB [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE IINSPECTORO����� oF so�ryolo ��'y00UM'l,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- I FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION . [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � DATE ,INSPECTOR FIELD IlYSPECI'X4N REPORT DATE COMIIMNTS (313ro EOUNDAnON(1ST) FOUNDATION(2ND) ROUGH FRAMING& PLUMBING INSULATION PER N.Y. � H STATE ENERGY CODE FILIAL • V A IL ✓ C ADDITIONAL COMMENTS • m Li I z m TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 14L SOUTHOLD,NY 11971 4 sets of Building Plans Y,5 TEL: (631) 765-1802 Planning Board approval �/p FAX: (631) 765-9502 Survey �`"� www. northfork.net/Southold/, PERMIT NO. �� .�. Check Septic Form W/A N.Y.S.D.E.C —� Ij n Trustees Examined ` 120 Contact: Approved ,20J� Mail to:__ (OJT" ni C�b Disapproved a/c 9-k oZo Mr Phone: -7 lc, -3 Expiration 201t, Building Inspector E D - LICATION FOR BUILDING PERMIT NOV 2 2012 Date l b _ 31 , 20 I Z. BLDG.DEPT. INSTRUCTIONS ' OWN OF SOUTHOLD e completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a 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 cod e ulations,and to admit authorized inspectors on premises and in building for necessary inspections. nature of applicant or name,if a corporation) ( 70z-v //�c " (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises d" (As on the t roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) ✓ �� �� �'4�no,v 124u (s Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wo k will be done: House Number Street Hamlet County Tax Map No. 1000 Section 0--7 Block ( ,. Lot Subdivision Filed Map No. -—Lot' — (Name) ,�, ,:viateir4.i 2. State existing use and occupancy of premises and intended use and occupancy., of proposed construction: a. .Existing use and occupancy �iW4.) �d69 -� b. Intended use and occupancy J r PAN. _ M 3. Nature of work(check which applicable):New Building Addition —I era ion Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3 q Rear 3 y Depth 1f/ Height l� (� ifNumber of Stories / z Dimensions of same structure with alterations or additions: Fr � � Rear Depth Height Number of Stories, 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front t O cO Rear 1 O o ' Depth 2 05 10. Date of Purchase Da Name of Former Owner FP.m.L 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO Pine e4oc� 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO Ge.-W,'_ Ib 14.Names of Owner of premises �Address Phone No. Name of Architect P_4. c• L X.C, V Address P,0 f ct ` S', hone No L4 3 3- 'to S'y Name of Contractor 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 k * 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. STATE OF NEW YORK) SS: COUNTY OF �L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized-to perform or have-performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. S✓w m t before me this c d y of 0 i ublic U Signature of Applicant EEI'Sl�`'A PERKINS Notary public,State of New YV*,,,., No.01 PE6130636 _ Qualified in Suffoik Cou r� Commission Expires July JAXL3 Town of Southold - Chapter 236 - Stormwater Management N �,- SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APP CANT NAME: Owner-Agent-Consultant-Contractor or Other Circle One I ( ) Property OWNER(if Different than Applicant) Addr /SOX SO Address: O Telephone# ,�• / 3 Fax# Telephone# Fax# E-Mail:. 1 E-Mal: Property Address: C f Brief Description of Construction Activity,Proposed p cy, Structural BMPs,Soil S.C.T.M.#.- 1000 Stabakadon BMPs,Project Scope and/or Sequence of Construction Activity 51;W Seeftn Block Lot (Provide Ad(ritlwal Pages as Needed) Name of Contractor and/or Contact Person.Responsible for Implementation of SWPPP: ---------------------------- -------- ---- Add►ess: J_� ? !V _-- Telephone#: Fax#• -------------------------------- - E-Mail: ------------------------------ ij Name of Persons Responsible for Installation 8 M&intenance of Erosion Control Practice: -------------------------- j --•------------- - !III i Address: -------------------------------------------- Telephone#: Fax#: --------------- ---- ___._.`_-_------------ E-Mail: --- ------------------------------------------------ Total Area of All -=------------------------_---__-.--_,-___-- _ L�! Total Area of Land Clearing Project Parcels: ���) / r and/or Ground Disturbance: G Project Duration. Start F - (Anticipated) / ,r'9 0 .Date: __._.__._.__- ----------------- '(Numberd CatendarD ) ---•------_.._ i WillthisProjectDisturbefive(5)orMoreAcresat �� © - `- -` - ""`-'-`- "'- _._______________ i Any One Time During the Proposed Development? Yes No If YES:Please Answer the Followingl _•_ -_____________.-- - _-- --------------------- 1 . a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No i b. Does the SWPPP Indicate HOW Frequently the Site O List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary --�`-424t---------------- and/or Permanent Soil Stabalization Measures? Yes No " `-`-'--- ----------- ` d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No e. Does the SWPPP Indicate Additional Site Specific Status of Impacted Wat¢rbody:(eq.TMDL 303(d)Listed,Impaired:..) I" Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice , Of Intent and SWPPP Acceptance Form for Review O Type of Impacted Waterbody:leg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland-) by the Town of Southold? Yes No O/7.e STATF,OF NF.W YORK, r` COUNTY OF.. ! ............SS That I �.�%C.-a............:.. a C •'D•pe •. being drily sworn,deposes and says that he/she is the a hcant for Perini I (Name of Indlvidu2l signing Document) PP t, And that he/she is the �. ........... .. ........'e..*Z.............9....... ...................i................................................................(Owner,Contractor,A ent,Co orate Officer,etc. ' Owner and/or representative of the Owner or Owners and is duly authorized to perform or have performed the said work and to I make and file this application;that all statements contained in this application are hue 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 this; I a. . ..........................day of..... 20. i ! N u : .. ...----- P.ERfCINS................... Pulaib,s NBYIP iMA (Signature of Applicant) S P sse sm nt FORM: 03-M,01PE613063 _ Cualified in Suffolk County Commission Expires July 18t l °gD�4r T.O.S. "5WPPP" Preparation - Chapfer 236 For Department Use Only: Storm Water Pollution Prevention S.°.T.M. : Property Address: ��� Plan °r.�� Review Checklist Checklist # 1 lobo s J3 act- District Soetlon Block Lot , ��� _ REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: I i i (Does the SWPPP Adequately Provide for and/or Indicate the Following:) ,YES, NO ,N.A.:Explanation for NO or N.A. 1. Drainage Calculations ._.__..__.....-_- r I , r--._----�-_-•--�------- _. an Sheet &Stormwater BMPs Designed to cn a Two Inch Rainfall On-Site. Location p .g._.#..)Construction _h_asi------- . n Plan Indcatin Se uenceofProposed ConstructionActivitie .............. ............. p_ _ 1=1=11 All 4. Draiange Site Plan Drawn to Scale at Sixt•_ 60' feet to the Inch or lar er indicatin the Followin , l� _.,a..•._location and Descrfp_tlon of Pro ert Boundaries• 'i r I r•---• --••-•--••---�� -------.-_ _.._.._.b_.._SlteAcreage` _._.._...._..:_ ,l�,©�_-___-- _.. c. All Existing,Natural and/or Man Made Features on and within 50'of the Property Bounda r i I r -'"+"` ---•--•--••--- ----- ry i , I©I—..---- _.... . _d. Test Hole Indicating Soil Characteristics&De th to Seasonal Hi h WaterTable; `------------ ------- -----_._.............. ... .._.... e Contours Indicatin Pro ert Elevations Min.2',- P_ - - " � r-------------------- f Spot Grade&Finish Floor Elevations for Existing and Proposed Structures, -l i 0 i®i----- -- g. Locaton of Woodet3Areas&Isolated Trees with a MTnlmum Dimension cf 18"Diameter; -r010,®, ------------------ h. 5. Background Information about the Scope of the Project,Locatlbn&Description of the Site, ; ; ; '----- -- --•__._____________-_-__.• ___ Proposed Changes to the Site and All Existing Development on the site Including the Following.` .._a,.-AII_Imp�syamar-%.IRCIPdln9 TptALArea of LWW A_i*turb.anci&Total$ft@ArQa;_... 10'[�r i -'-- - --`-____ _ _ b. All Excavation,Fillin Stri 9, Aping&Grading Proposed and Identified-as to depth,.Volume r I I , `--�'---•--------____ - & Nature of Materials Involved; {0�l��l�� _._.._c., AIIAreasRequiringClearing,and/or Grubbing• ____ �0'Or01---------------"--___�_.____.__.__._____..__._._._...._......_. d. All Areas Where Topsoil Is to be Removed,Stockpiled and where Topsoil will ultimately ------"-'-"" -'"--------- ..................... ............ e pace t---------__.__. "---•----------------' e. All Temp ora &Rermanent Ve station to be Placed on Site; ' '^' '---------- -------------.__. _ __ All Tem ora &Permanent Storm Water Runoff BMP Control Measures Propcsell; l� 9. The Anticipated Pattern of Suffiace Drainage During Periods of Peak Runoff; h. The Location of all Roads,Driveways,S'idew-alks,Patios,Structures,Utilities&Oiher' i i�i�i Improvements,fncludingTemporaryAccess&ConstructionStagingAreas; ,�,�;L��------------------------__________ I; Tfiec�stTng6-Fin a�ConfouFsanuorSpof-5levationsofthesfte� -'' ' _......_._.___,0�0���-------•---------_ ...................................... 6. AScheduleoftheSequenceforthelnstallation'ofAllPlannedSoliErosion,Sedimentation i -'"'``-- ----- -- ------•---- __.. tormwater Runoff Control Measures. ----------------- ......................_....._......----------------- ........I __-_-- 7. DescripUonotPollutionPreventionMeasuresthatwillbelmplemented. 0,�,®, -------•--------_._.__. escription of the Minimum Erosion&Sediment Control Practices to be Installed and/or I I �. '____________________________ __,_ Implemented for Each Construction Activ(tYthatwill result in Soll Disturbance. _ _ 0,0i � 9._Description of Construction&Waste materials Expected to be.Stored On-Site. _-_- --_-- ------------------ � '�' -------------------- •--------- 10. emporary&PermanentSoll Stabilization Plan that meets the Current Version of the - � _� i ; , ________________________ New York State Storm Water Design Manual Technical Standard. - ----------------------- ------------- ___-__ __------------- _ _ __ 11. General Site Plan and Construction Drawings for the Project___ ------------------------------ l�lO,ll -- — -- -- 12. Dimensions Material Snnecffications&Installation Details for AI Erosion&Sediment Control Practices. , -- -� ._____-._---•'•-'-----G------------------------------------------'---^I�;�; �--`--- _. 13. Tem ora PracticesthatwillbeConvertedtoPermanentcontrolMeasures: _ _ -------------------------------------._,.,,,._,_„ _------e- ry--=------------------------------------------ a�101 1------ 14. Im PAT tation Schedule for Sta in Tem ora Erosion Control Practice or BMP. -� - ------------------------- P------ _ ---P-- '--------------ceorBM-----------O;O; 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& Sediment Control Practices. IDItJ,®, 16. Names of Potential Surface Waters ofthe State of New York and/or MS4 that may be r,---------------------------------------------- - -meacted by Development. ____------ 0 [ j 17. _______ ____...____...-.____,_...____.__.._.7 F I �__—___--_—_--___ elineationof Storm Water ControlPlanImplementationRes o-lbflitiesforEach art of the I , , -'-------------------- _...__-__.__. - ----------------------------- -------e- --- Pro'ect Construction Site. ----__--- - --K I I r---------------------- 1F-er ----------------------------------------------------- ----------------- --- _ ----- ,C11CJ� 18. AllotherExistin Data that Describes Storm WaterRunoffand/or NaturalDraina eSwales. ; ; ; ------------------------------•----•--------_-_.-.---_- --_-_- ------------- ----------------------------------------9 C] Cl C ----- _ --------i; I --------- entificationofAllContractor(s)/Sub-Contractor(s) Responsible.forinstalling,Constructing, r r ------------------------------__-._ Repairing,Replacing,Inspecting and Maintainingthe Erosion&Sediment Control Practices. V- Storm Water Management Control Plan.Checklist a 1 : 03-1.2 yos0t DEC "SWPPP" Preparation - . Chapter 236-19 For Department Use Only: Storm Water Pollution Prevention Plan S•C•T.M•#: Property Address: - � � Review Checklist Checklist # 2 1000 (Additional Items to be included with Checklist# 1 when Article III is trtgered.) 11151"c' Section' Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: 1 i does the SWPPP Adequately Provide for and/or Indicate the Following:) !YES 1 NO I N.A.I Explanation for NO or N_A.Must be Approved by SMO Plan Sheet 1. Does the Plan Indicate and/or Show all Items Re ulred b Checklist #1" in tis Packet 7 Location(pg.#) ---------- ------ - --------Q----y- -h list ---- - is Pack - 2. Does the Plan indicate and/or Show a Description of Each Post-Construction Stormwater ManagementPractice?___ ---------------- ---- __..____.---.._._._..._......_. _._.'Di�i�( S�QOO SF E�3. Does the Site Plan/Construction Drawing(s)Indicate and/or Show the Location&Size o'f i ; ; ;-------` -`---� ----`--------�t� achPost_ConstructionStormwaterManagementPractice? - +�+O+Ot ... .. .. .1 , 1 L----- 4 Does the Site Plan/Construction Drawing(s)Indicate and/or Show Hydrologic&Hydraulic AnalysisFor All Structural Components of the Stormwater Management System for Applicable Storms? 5 Does the Site Plan/Construction Drawings)Indicate and/or Provide ' Comparison of Post- i --�'--"""--'----------------- --•-• -••--••- ........... ... ..... Development Stormwater Runoff Conditions with Pre-Development Conditions? 6. Does the Site Plan/Construction Drawings)In and/or Show All Dimensions,Material + + i-------------------- ---- --- - .._.._._..._._ pecifications&Installation Details for Each Post-Construction Stormwater Practice? 7. Does the Site•Plan/Construction b-ra_w_lin giY Indicate a Maintenance Schedule Provided by the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction Stormwater Management Practice? -•-------_--------_-----------------------_�-••-•-----•-•--..-*. _..._____.__._..__._.! t 1 L------ 8. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to ' ' ' + ``" '----- '-' ---- -- - -• •---_ Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection and Repair? t , t . .. ---- ---------- -------- ------------- --_ _ _ ._._..... t i i , 9. -Does the Site Plan/Construction Drawings)Indicate and/or Show Inspection and Mtennc ' ' ' '--"'--"--"'-'-'------------------•- Agreement(s) that are__Bi_-- ain a e on All Subsequent Landowners 1 10. For All Activities meeting the Threshold in 236-1 g(B)(1),the SWPPP shall be Prepared&Signed ' ' +- ---- y a Professional In the Principles and Practices of.Stormwater Management&Treatment Who Who Shall Certify thatt he Des.!pn Meets the Requirements of Chapter 236._ oes the Pian Indicate and/or Identify All Potential Sources of Pollution which may affect the ' -----------------------------------.--._ ------- ._... Quality of Stormwater Discharges? i=i=;O ----------------------------------------' , , ----- 12, Does the Plan Provide Documentation Supporting the Determination of Approval with Regard + 1 1 , """"'-- ------ to Historic Places or Archeological Resources that Includes the Following•__-_ _ _ ;�;0�0� -- __-- _ a. Information whether the stormwater discharge or land development activities would have i r------------------------- an effect on a property that Is fisted or eligible for listing or eligible for listing on the State or National Register of Historic Places---------------------------- b The Results of Historic Resources screening-Determinations that have been Conducted; ----------------------------------------- _----_ c, Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed,i i-----`------------------------------- -- or Eligible for_Llstlnq,on the State or National Register of Historic Places;and - ------------J t , L--------•----- d. Where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office: ' + t ----------------------- of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Mitigate Those Effects. 13. A Description ofthe Soli(s)Present atthe Site,Including an Identification ofthe -7 ' ' r-------------------------------------------.. -_--. --w Hydrauilc Soll Group. ' ___ + + t 14. Identification of Any Elements of the Design that are not in Conformance with the- -- Design manual,Including Reasons for the Deviation or Alternative Design and a Description -- of the Equlvalenc with technical Standards. + _---- -----_y_-- --------------------------------- - -------------' t t 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the ' r-----------------------------,_---_ Stormwater Management Control S•ystem_-__--__ 0;0 0 i --- ---------------------� , '-------------- 16. ADetailedSummary,wtthCalculations,oftheSizingCriteriathatwasUsedtoDesign 1 , , ------------------------------- All Post-Construction Stormwater_Management_Practices. 17. An Operations and Maintenance Plan that Includes Inspection and Maintenance ---•-------i i i--------- -------- Schedules and Action to Ensure Continuous and Effective Operation of Each Post-Construction Storm Water management Practice. Storm Water Management Control Plan Checklist#2: 03-12 i i *oF so�ryQl 0 Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road % (631)765- 50 P.O.Box 1179 G Q roger.richert(aown.sout�io�d.nv.us Southold,NY 11971-0959 'Q • �O �y�4UNiY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: wow L-kr Date: C! a Company Name: (,Z Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: tv' . + ae_C L _C_ *Address: q l 3.9 dL 6-CL cc„'..`c *Cross Street: f le—co ,.;c, *Phone No.: -7 65; A 1-5-S Permit No.: '3 7 &'-/ Tax Map District: 1000 Section: e7g— Block: 5— Lot: 1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO R ugh In ���j Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 e\ " � 3 0 350 00 Other /8 *New Service: Re-connect Underground Number of Meters Cha Service Overhe nh� Additional Information: PAYMENT DUE WITH APPLICATION C. ��j� 82-Request for Inspection Form l B.P. 3 76 1H BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: I�° I°� Date Reviewed. ) Applicant: � �'''�' � Owner: AaetlEngineer: Estimated Cost: SCTM# 1000 — 7�— .S —r-3 Subdivision: Zone: Conforming? Property Address: `�' -� / ('a'''j'� �` -� City. Pre C.Os? Building Permits (Open/Expired): BP -Z/C/O Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/GO Z- Info: Single& Separate Search Required? Y or®Determination: STORM�NYR-:R� REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov, 0`-0 ACT:Lot'Cov. REQ. Front ACT. Front REQ Side ACT. Side_REQ. Rear ` PROP. Rear REQ. Height. 3 5/ ACT. Height R E Q, j;mTH Si DES A C T Project Description: 0. `G �- s' Waterfront? Y o Nq If yes, water body: Panel# — Hood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS-REQUIRED PLgN S(4) SIGNED, 51F LED O(CSUPVE.Y 6R 61T-E--P4;9" Suffolk County Health: Y o N If yes, *Bed#: *Date: _/_/ *.Permit#: Town Septic: Y� - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 911/75 Y 010 Date: ! / Permit#: or NJ Letter—Notes: Southold Trustees: Y orco Date: _/ /_ Permit#: or NJ Letter—Notes: Southold ZBA: Y oro Date: _/ / Permit#: —Notes: Southold Planning: Y o N1o13ate: Permit#: —Notes: Town Landmark C of A: Y o N� TE:_/_/_ *NY5 CODE Compliance(page 2): Y or N CQNTRAeToR -�IC�NS� DISfFBJLITY �.I/tBII.ITY 1ALPICk'M. ENS coMpeAfs4z-/oN� Notes: a - I Fee Structure: Calculation: Foundation: _SF X $ , �=$_ 6 First Floor: _SF + Initial Fee: $ -o D r O O Second Floor: SF +Additional Fee (_^): $ Other: 7_SF SF X$ , =$ Total: SF +Initial Fee:,$ + Additional Fee �_): $ C of o FEES �o. Of7 ' AS BUILT FEE TOTAT.: � 96 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed; 12OMPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 -lee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HE Or/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA.: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: YIN WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:YIN ROOF RATTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND°DOOR SCHEDULE: -MISSLr TEST REQUIREMENTS: YIN EGRESS 5.7 S.F.: YIN t LIGHT 8%. YIN Ir ENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: YIN MEANS-OF EGRESS: YIN i PLUMBING RISER DIAGRAM: YIN LOCATION OF FIRE PROTECTION EQUIPMENT: YIN 'TRUSS DESIGN: YIN CERTIFICATION: YIN ..ENERGY CALCS: YIN (RESCNECK) TOTAL COMPUENCE? YIN (RE'ETURN TO PAGE ONE) i 1 E EN T c F 5 D E V LO- F 0 Q- pi U; . At LL 7 ---zz c., -ij FR- KO A< LY 4- -0/3 12!his su-jV/is a V--*:"-:.l See,lan 7=cl the New Ywk Stav, EducztWn LSOL baMing G'jr-,rzw':-EEL TZ A,N jsicz i the land of em elE to GuarantM kdcg@d hMw&Nall run A-5 =-JRV Z 7. only to the POWn farwd the sufvl:v 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 = - -,- - 0 N T R A C T 0 R N 0 T E SGeneral Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Firr #2 or better. 2. FIRE SAFETY: D °A°K ASSOCIATES LLC 2. All structural wood shall be in accordance with the national design specifications ffor 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 •engineering•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 506 Main Street phone: 1631 J 167-6071 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH Westhampton Beach,New York 11978 fax: 1631J466-3354 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. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E-Mail: CArm8888�aol.com 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. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC 2. BEFORE COMMENCING WORK, THE CONJTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF -__ _._.__.._ BUILDINGS, OBTAIN ALL REQUIRED INSIURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. OWNERSHIP & USE OF DOCUMENTS: AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 6. Plywood sheathing. These drawings and specifications including the 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 ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY SHOWN INDICATED IN THE DRAWINGS. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, corporation or equal. LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. to others or used in connection with any work 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or betterr. 3. DUST CONTROL: or project other than for which they have been 5• THE CONTRACTOR SHALL BE RESPONS>IBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. CONSTRUCTION AREA. THE CONTRACTIOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: REMOVAL TASKS. THE CONTRACTOR THIE 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, 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 BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE OUPJ'PLY 'VVI E H ALL CODES OF PLUMBING, ELECTRICALS, ETC. ACCUMULATION. 9. Design values: NEW YORK STATE & TOWN CODES 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a, Laminated Veneer Lumber (LVL): AS REQUIRED �, THE DEPARTMENT OF BUILDINGS ALL (REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: $ QLDTO'N�Zp . Fv = 285 PSI 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, $QU?HOLD l .' 'PLANNING BOARD THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. 9. THE CONTRACTOR SHALL 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 PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER 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 ---- s - `•t" '�C' BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WAl ER, OR ELECTRICAL SERVICES TO THE OWNER. 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 CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 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 LEVEL OF THE FIRST FLOOR ARE TO 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 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 `k 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 °n 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 RESPOWSIBILITY 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 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 NOTES: HE WILL BE RESPONSIBLE FOR ALL DIISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIIDED 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 � 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, AIM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REASONABLE ATTORNEY'S FEES AND COS3TS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASO ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STX-ION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS g4+ �v� 'ap SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. P.I� o aril u'tv�, j01`''v�7Z l�"i•-� T NOTIFY F ILDIIIG D: FI,�,RTft1DNT AT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCOPE O F WORK 10 B E PERFORMED : GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 7.OLL N , AM TO 'i P1'�4 FOR THE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE r-Cl_L0���11P�ti� IN'SPi G l iONS: LOAD SPEED (mph) CATEGOR)y WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 1) ROOF TO BE STRIPPED DOWN TO WOOD AND RESHEATHED WITH A 18) STRAPPING IS TO BE APPLIED IN ALL AREAS WHERE POSSIBLE FOUNDATION - PNO F;L_OL�RED 45 Ibs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MC:)ERATE 11 degrees YES 1984/1998 c �� DURING CONSTRUCTION, AS PER NYS CODE. FOR, POURED CCNCRLE F. DESIGN CRITERIA LAYER OF Y2 CDX SHEATHING (MIN.) r Mi iIMUM UNIFORM DISTRIBUTED LIVE LOADS ROOF DRAINAGE CALCULATIONS. FiOUr { FI''� S'\I & r'LG,`'�n r PRESCRIPTIVE DESIGN ( p ) 2) NEW GABLE ROOF IS TO BE INSTALLED IN ]LOCATION OF FLAT ROOF. A. INSULATION in pounds per square foot R )F PITCH DESIGN WILL MATCH GA63LE ROOF TO THE EAST. 4• FINAL - Cry"`'TRIJI,IIO�J f,'RLIS NEW ROOF`AREA = 100 sq/ft CE COMPLETE FOR C.C. ALL CONSTRUCTION Ski:",LL P,;CL T THE USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 3) ALL FASCIAS AND RAKE BOARDS ARE TO [BE REPLACED IN KIND TOTAL INCREASE IN AREA WITH COEFF. OF 1.0 ALL I^FP�'c_i'I.E�' �JF 1''riE GODE S 0=P1L:W USE OCCUPANCY WITH AZEK OR EQUAL. EXTERIOR BALCON ES 60 10 YORK STr,TE. i't0)- f'{ SPONSIEI LE FOR RESIDENTIAL R-3 DECKS (f) 40 10 4) ICE AREASAND WHEREWATER ICEHEILD IS DAMM DAM BE APPLIED MING OCCUR. TO ALL VALLEYS AND V - A x R x c DEslOr1 ORCC;�1;,�:rIUGTION ERRORS. A = 100 sq/ft RETAIN STORM WATER RUNOFF TYPE OF CONSTRUCTION (CHAIPTER 6 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 5) A LAYER OF 30# FELT IS TO BE APPLIED 'TO ALL ROOF SURFACES. R - 2" RAINFALL = .17 ft PURSUANT TO CHAPTER 236 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 C COEFF. = 1.0 OF THE TOWN CODE. = v B 6) GAF TIMBERLINE ROOFING IS TO BE INSTALILED ON ALL ROOFS. V = 100 x 1 x .166667 = 16.67 C.F. ATTICS WITH STORAGE (b,e) 20 10 PROJECT: HEIGHT AND FIRE AIREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 7) PROVIDE RIDGE VENTING SYSTEM. 16.67 C.F. / 8.73 C.F. / VERTICAL FT. = 1.91 U.F. HEIGHT FIFE AREA SLEEPING ROOMS 8) NEW VENTED SOFFITS ARE TO BE INSTALLED TO PROVIDE ATTIC USE (1) 4' DIA. POOLS S-6" DEEP = 3.5 V.F. 30 10 VENTILATION. BERRY HEIGHT, BUILDING. THE VERTICAL DISTANCE STAIRS 40 (c) 10 9) ALL aAdUDOWS ARE TO BE REMOVED AND R EPLACED IN KIND WITH OVERALL I INCREASE FROM GRADE PLANE TO UNLIMITED AREA ANDERSEN 400 SERIES UNITS WITH WHI SCREENS AND GRILLES AREA AS THE NEW ROOF IS BUILT IN-PLACE RESIDENCE 200 THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 10 OF THE HIGHEST ROOF AS PER TABLE 503 (c) TO MATCH EXISTING. OF THE EXISTING. SURFACE = 14'-3%" AS PER SECTION 502 OF ROOF 30 10 10 ALL SIDING IS TO BE REMOVED AND A NEW LAYER OF 3/4" CDX IS ALL RUN-OFF WILL BE CONTAINED ON SITE THE BUILDING CODE OF ) NEW YORK STATE. TO BE ALLPIED. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- RT25 TOTAL HEIGHT FROM RIDGE TO GRADE 17'-11" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 11) A LAYER OF 30# FELT OR TYPAR HOUSE WRAP IS TO BE INSTALLED. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 12) WINDOWS ARE TO BE ENCASED WITH 5/4"X 4" WHITE AZEK CASING Peconic, New York, 11958 LUMBER SPECIES AIND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING AND HISTORIC SILL IS TO BE INSTALLED BENEATH THE WINDOWS. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 13) ALL FLASHING IS TO BE INSTALLED AS PER GOOD ENGINEERING ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN PRACTICES. GENERAL NOTES ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502,2,1 FOR DECKS ATTACHED TO EXTERIOR WALLS 14) HARDI-PLANK SIDING IS TO BE INSTALLED) WITH A 6" EXPOSURE PLUMBING RISER DIAGRAM (COLOR AS PER OWNER) TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 15) FOUNDATION IS TO BE REPAIRED AS NECESSARY. SET: ISSUED FOR: DATE: AREAS OF STRUCTURE MINIMUM SPECIFIED 16 ALL ROTTEN OR DECAYED WOOD IS TO BE REPLACED. COMPRESSION STRENGTH (a) (fc) ) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BASEMENT NA 17) ALL EXTERIOR DOOR ARE TO BE REPLACED FIRST FLOOR MUDROOM NA SEVERE (b) SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SEAL: DATE: BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OCT 16, 2012 LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME "'� PROJECT NO: BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) ( ) 956-2012 ATTIC (HOUSE)(c) NA 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 DAY ASSOCIATES, LLC. GARAGE NA NO SUBSTITUTIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �pF NEW �� DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS All Framing Hardware Shown on these Plans, DEEk BDK ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. g UNDER FEDERAL COPYRIGHT LAW. �P�S� .� �� Unless Otherwise Indicated, Is Simpson Strong- u CHECKED BY: BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PLANS MAY NOT BE REPRODUCED WITHOUT SCREENED PORCHES NA Tie. NO Substitutions are Approved or Authorized. `i�',^'#� JJD ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION, SUNROOM NA � SHEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF " ft y DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT' CALCULATED FOR EACH CASE. p 9 ¢'Mp• rp Due to the Relationships of Framing Hardware THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES, LLC. ma`s 0 COVERED PORCHES NA SHEATHING NOTES: to the other Components of the Structure, any THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ��A a. P G 1 COVERED ENTRANCE NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. FE S\O' POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONISTRUCTION 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 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (a) AT 28 DAYS PSI Installer / Contractor Assuming Responsibility for Acceptance of these drawings does not authorize the right to build without (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: of (a) WITHOUT STORAGE (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 Verify all conditions, codes, and requirements with such agencies prior to JAMES 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 SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. © D•A•K ASSOCIATES, LLc (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 - -- �- D UG-FIR LARCH S TWO 8d NAILS THIS M T S 2 0 L T S 2 0 PINE UPLIFT SIDE OF TRUSS. FASTENERS ALLOWABLE LOADS _ is LOAD . _ LIL] IS LATERAL WITH TOTAL FOUR /• O o ° MODEL GA UPLIFT UPLIFT CODE (133/160) 8dx1}" 8d NAILS NO. TO AVG REF. RAFTERS/ TO TO ULT. NAILS INTO TRUSS - ° I� __ 7�1 PLATES STUDS '133 160 F F (133& o { o0 TRUSS - ---' --o-- SIMPSON ON PROVIDE (1) HGAtOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION --- TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 5930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = AND ON SIDE OF RAFTER D aAo K ASSOCIATES� 1 LLC PROPER INSTALLATION PROCEDURES _ residential & commercial design•engineering•consulting H6 16 8-8d 8-8d 3983 5915 950 650 5, 44 — — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o o ART 'x12 506 Main Street phone: (631)167 6071 (TOTAL) (LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o ' MODEL GA AVG z CODE INTO ' • •• o NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES o u a' Westhampton Beach,New York 11918 fax: (631�466 3354 WIDTHSPAN L OTY �DIA 1 " 2" 24' 3" 31" [14- 2' 2J" 3" 3}" EIGHT o° u e E-Mail: CArm8888@aol.com 8d NAIL e e Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC -- --- -- g - - - LFTA 16 2 " 17" 381"16-10d — 4200 1205 1400 5, 44, 85 SP4 INTO STUD OWNERSHIP & USE OF DOCUMENTS: o• DALLOW R LARCH / S0. PINE oo These drawings and specifications including the FASTENER ALLOWABLE ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 1Od x 1 CODE C NO. REF. LFTA oo ideas, design and arrangements represented 10d 10d x 11" ULT. LSTA21 property (`133 / 160) (133) (160) o therein, are theof D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed oo to others or used in connection with any work MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 o° o or project other than for which they have been o prepared without written consent. 0 MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 0 0 o Simpson Strong-Tie HGA10 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 NNW— DETAIL "Ell' °° COUPLER NUT DOUG-FIR-LARCH/ Equal number of o° TYPE OF DIRECTION SO. PINE CODE specified ied nails In °o ALLOMODEL CONNEC- OF LOAD FLOOR WABROO LE OAD(1�33/ REF. each end 1� 1I (100) (125) 116o Simpson Strong-Tie CS16 DETAIL K G 515 645 E670 I ' LTP4 5 J 515 645 E670 61 39, 97 DETAIL "H" H 515 645 E670 MATERIAL D11MENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ-x12 DEFLECTION o _ _ STUD DEFLECTION CODE oSTU MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. No. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 8 HB SB W H B SO CL DIA5'B DESIGN LOAD DESIGN o() SIMPSON GA GA OTY DIA 14" 2" 2 " 3" 31" 5}" LOAD WHEN RAISED OFF o -THE SILL PLAT TAKE—UP WASHER 0 o HD2A 16 12 4J" 2j" 2i" 8" 2i" " 1 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 DIMENSIONS FASTENERS ° ARTB"x12 ALLOWABLE UPLIFT LOADS MODEL AVG NO. W L STUD PLATE ULT. (133)2 DF / SP (160) CODE REF, SP4 3 71" -10d x 14" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ,ALLOWABLE TENSION LOADS CODE 0 FLO N0. GA y� L NAILS 10OOR (133) (160) REF. °° WORK NOTES: LSTA21 20 1 21 d 905 1 205 1295 7, 40, 90 1c MODEL DIMENSIONS FASTENERS (TOTAL) ,ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 10�R (133) (160) REF. Simpson Strong-Tie MSTA24 18 1 " 1 24 - d 1025 1 1370 1 1640 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL FASTENERS N0. (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 CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS DN - AR PIN ALLOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT IFLOOR 100 SNOW (115) ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL " 'll 10d 16d ULT. (133) (160) 10d 16d 10d 16d 1Od_1 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL "I" HUS210-2 14 3A" 9{" 2 — 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ART 'x12 SIMPSON DOUG-FIR LARCH/SO IN ALLOWABLE A FASTENERS UPLIFT LATERAL CODE OD GA (133/160) REF. TAKE-UP WASHER MODEL UPLI UPLIFT ULT. TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F = Fz 160 HGA10KT 14 4-SDSJ"x1 J" 4-SDSJ"x3" 1523 435 435 1165 940 CN W- USE A MINIMUM OF SP4 ° COUPLER NUT TWO 8d NAILS THIS SIDE OF TRUSS, CNW_ STUJ'_ COUPLER NUT SP4 8SIMPSON TOTAL FOUR /• CI o SE A MINIMUM OF INTOILS ATRUSS TWO of TRUSS.NAILS THIS MTS16 STU "— LSTA21 SIMPS❑N TAKE—UP WASHER TOTAL FOUR �. O a MTS16 °o•°° TAKE SIMPSON P WASHER 8d NAILS HD2A o Strong-Tie INTO TRUSS LSTA21 H U S 210-2 0 TWO o FI PRIOJ ECT: 8 TO AIL o PLATES °m° ° n J" ANCHOR BOLTS EIGHT' TWO o p 8d NAILS 801 NAILS oBERRY INTO INTO o DETAIL "A" I,:I STUD Simpson Strong-Tle PLATES o Oo 0 H7 EIGHT / NAIL ® INTO DETAIL 11D11 DETAIL I'llI'llDETAIL IN o STUD Simpson Strong-Tie M7 RESIDENCE Simpson Strong-Tie LFTA ROD SYSTEM LFTA o..o LFTA 0 oo BP RT25 ° I Peconic, New York, 11958 N . Y. STATE ENERGY CODE PRESCRIPTIVE DESIGN DRAWING TITLE: SIMPSON WINDLOAD • AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, CHARTS & CALCULATIONS LTP4 SECTION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, LTP4 DETAIL "L" ° LTP4 ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101 .4.4.1 — 101 .4.4.3 STRONG-TIE DETAILS °O°o°° SET: ISSUED FOR: DATE: DETAIL fill 101 .4.4.1 ADDITIONS: Simpson Strong-Tie ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THI'S CODE AS THEY RELATE TO NEW ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections CONSTRUCTION WITHOUT REQUIRING THE UNALTERED POIRTION(S) OF THE EXISTING OR BUILDING EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SYSTEM(S) TO COMPLY WITH CODE. SHEATHING NOTES: ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDIOUS CONDITION OR OVERLOAD EXISTING ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST BUILDING SYSTEMS. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: LTP4 DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. OCT 16, 2012 : LTP4 101 .4.4.3 OTHER ALTERATIONS (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT No: Simpson Strong-Tie Tie WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR Box BEAM 956-2012 P g 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS ( ) OF NEW y BDK Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE DE TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION �cD �° CHECKED BY: OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. NO SUBSTITUTI❑NS �s �, °,,���` JJD Ld SHEET NUMBER: vq`u#; SECTION 402 All -Framing hardware shown on these plans, y,',R; a-a z G2 unless otherwise indicated, is Simpson Strong-Tie. � o� �� BUILDING THERMAL ENVELOPE p s� �a. No substitutions are approved or authorized, o� 0j2 �P�, 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET Due to the relationships of framing hardware to ,t THE REQUIREMENTS OF TABLE 402,1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. the other components of the structure, any framing Doe NUMBER: of hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI, P 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' D oA-K ASSOCIATES LLc residential & commercial design •engineering•consulting 506(Main Street phone: [6311 767-6071 Westhampton Beach,New York 11978 fax: [6311 466-3354 E-Mail: CArm8888@aol,com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWI`�ERSHIP & 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. REPLACE DOOR REPLACE REPLACE REPLACE REPLACE REPLACE WINDOW WINDOW WINDOW WINDOW WINDOW REPLACE DOOR EXISTING ,' EXISTING STORAGE \ i / STORAGE REPLACE REPLACE WINDOW I I WINDOW) EXISTING EXISTING \ I I LIVING LIVING i WORK NOTES: ROOM ROOM EXISTING REPLACE z — — — — REPLACE REPLACE - - - - - - - - - - - - - - - - _ — _ WINDOW WINDOW o CLOSET WINDOW EXISTING E� REPLACE BEDROOM I D I EXISTING REPLACE ��; EXISTING DO EXISTING — — — — — — — — — — — — — — I— — — — — — — — — — BEDROOM REPLACE WINDOWI CLOSETBATHROOM WINDOW EXISTING WINDOW BATHROOM EXISTING EXISTING HALL DINING REPLACE ROOM WINDOW ,l EXISTING EXISTING a STORAGE STORAGE EXISTING_ _ _ _ _ _ REPLACE REPLACE BEDROOM REPLACE REPLACE WINDOW WINDOW WINDOW WINDOW( REPLACE EXISTING DOOR New Roof System KITCHEN To Be Installed PROJECT: Above. BERRY REPLACE S I C WINDOW REPLACE WINDOW REPLACE RT25 WINDOW Peconic, New York, 11958 DRAWING TITLE: EXISTING FLOOR PLANS EXISTING FIRST FLOOR PLAN- EXISTING SECOND FLOOR PLAN SET: ISSUED FOR: DATE: SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" SEAL: DATE: OCT 16, 2012 PROJECT NO: 956-2012 OWN E W y0 DRAWN BY: p pi BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. `� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED $ 0�r::5i= wJJD UNDER FEDERAL COPYRIGHT LAW, M$ w Z PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER: WRITTEN AUTHORIZATION. z`�F6 07'2 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF nC SS A 101 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, 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 - = f D -A-K ASSOCIATES LLC residential & commercial design•engineering•consulting 506 Main Street phone: [631)767-6071 Westhampton Beach,New York 11978 fax: 1631 1 466-3354 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. I I I EXISTING I FLAT ROOF 26 Ridge Vent r h, _ �.p.. _.. "— s '-`.""",,,�,;".�„'--,-� — — — — — — — — — — — — — --- 22z8 Ridge I EXI TING ROOF � I GGAF Architectual Roof Shingles I � I 226 Rafters - 16"oc. klatch Existing 33 C Roof Sheathing 330#Felel t klatch Existing I V I I ( 2x6 /2x4 WORK NOTES: Strongback EXISTING ROOF I 2x6 Ceiling joists - 16"oc. 000 Neew Fascia (1X6 Azek or Equal) _ I I Exis ng 4 Exposed Beams ktdatch ExistingSoffits Y" Sheetrock R-30 Insulation Existing Plates to Remain Existing Wall Height to Remain !n:stall R-15 Fiberglass Insulation if Exterior wall is opened. I EXISTING I All Windows Are To Be Replaced With Andersen 400 Series To match Existing ROOF i Size, With 6/6 White Grilles and Screens. I I All Siding To be Removed and New Exterior I 3/4" CDX Sheathing To Be Insto!!ed. New hardi-Plank Siding I - - - - - - - - - - - , 0 3(01 Felt or Typar House Wrap Eyxisting Sheathing to be Covered with New Layer of Plywood NEW 3ABLE I ROO OVER I A I FLAT ROOF I A PROJECT: I EXI TING I 102 102 I ROOF I 0_2 C1 0 D7- I Existing Foundation B E OR` RY Tfo be Repaired as Foundation To Be Repaired As Necessary Neecessary To Insure Proper Stabilization of House. RESIDENCE I I I I 11'-10" RT25 Peconic, New York, 11958 DRAWING TITLE: ROOF PLAN CROSS SECTION NEW ROOF PLAN CROSS SECTION- (" A SET: ISSUED FOR: DATE:Scale:?=1,- 11902 SCALE: 1/4"= 1 -0 SEAL: DATE: OCT 16, 2012 PROJECT NO: 956-2012 DRAWN BY: �F NEW yo BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. DEER �� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ���- �Oo 'k JJD UNDER FEDERAL COPYRIGHT LAW. s ;, �:a { '''� w SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT _ WRITTEN AUTHORIZATION. r w�xMV 1IH z Al 02 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �s 2�?,\�� 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, LLC 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 �f a , , Eft D ,A-K ASSOCIATES LLc residential & commercial design•engineering•consulting l l l l l U LU1 60716 L I [I Line of New Roof ULII I U LJJ I U UJ I �\\ Westhampton Beach,New York 11978 fax; (631 1 466-3354 \ E Mail: CArm8888@aol.com LLLLLILL JAI I I ILA �I L I I III I Deerkoski,Arm_ Kehl Assoc ates,_LC o formerly east E iat \\ & hl i L End Design Assoc' es,LLC JAI L L .\ OW'NERSHIP & USE OF DOCUMENTS: L11 IU I�� I��I These drawings and specifications including the ideas, design and arrangements represented L II I I_I II II II I LI II therein, are the property of D.A.K. ASSOCIATES, IILLLLLLLLLC. No part thereof shall be copied, disclosed Roof To Be Stripped and New ILa r of ---------- DP I ICI ILI ILL I I�� IL1 to others or used in connection with any work Roof To Be Stripped and New Layer of Y" CDX Applied, Covered with 30#Felt or project other than for which they have been Y" CDX Applied, Covered with 30#Felt and GAF Tmberline Architectuall Roof II I�� IIJUl_I prepared without written consent. and GAF Tmberline Architectual Roof Shingles Applied. Shingles Applied. --- All Windows Are To Be Replacerd With -- All Windows Are To Be Replaced With Andersen 400 Series To motchl Existing Andersen 400 Series To match Existing Size, With 6/6 White Grilles and Screens, HH Size, With 6/6 White Grilles and Screens. m All Siding To be Removed and Mew Exterior - — - All Siding To be Removed and New Exterior 3/4" CDX Sheathing To Be Instcalled. 3/4" CDX Sheathing To Be Installed. New Hardi-Plank Siding to be Imstalled New Hardi-Plank Siding to be Installed with Azek Trim with Azek Trim Foundation To Be Repaired As Necessary ' Foundation To Be Repaired As Necessary To Insure Proper Stabilization cof House. To Insure Proper Stabilization of House. FRONT ELEVATION- RIGHT ELEVATION_ SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" WORK NOTES: LLLU ll U UJ II II1� New Reverse Gable Roof Phew Reverse Gable Roof PROJECT: to Replace Flat Roof to Replace Flat Roof \; " HrH LM BERRY RESIDENCE ® ® — RT2 5 l�_ Peconic, New York, 11958 Roof To Be Stripped and New Layer of r CDX Applied, Covered with 30#Felt Roof To Be Stripped and New Layer of and GAF Tmberline Architectual Roof Y2" CDX Applied, Covered wiih .30# Felt DRAWING TITLE: Shingles Applied. and GAF Tmberline Architectuail Roof Shingles Applied. All Windows Are To Be Replaced With ELEVATIONS - AS NOTED Andersen 400 Series To match Existing All Windows Are To Be Reploced With Size, With 6/6 White Grilles and Screens. Andersen 400 Series To match Existing Size, With 6/6 White Grilles amd Screens. SET: ISSUED FOR: DATE: All Siding To be Removed and New Exterior 3/4" CDX Sheathing To Be Installed. All Siding To be Removed and lNew Exterior weh Hard Trim k Siding to be Installed 3/4" CDX Sheathing To Be Installed, AzekNew Hardi-Plank Siding to be Irnstalled Foundation To Be Repaired As Necessary REAR ELEVATION with Azek Trim LEFT ELEVATION To Insure Proper Stabilization of House. Foundation To Be Repaired As Necessary SCALE: 1/4"= 1'-0" To Insure Proper Stabilization cof House. SCALE: 1/4"- 1'-0" SEAL: DATE: OCT 16, 2012 PROJECT NO: 956-2012 DRAWN BY: CF t�EVJ yOI,?, BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �.o ?f )'5��* CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED Co � `'r, � JJD UNDER FEDERAL COPYRIGHT LAW. • .; z SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. �C�- ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �s o. 12`' �Pv A201 D,A,K. ASSOCIATES, LLC. �Op�OFESs�r 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, E of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 0 D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction.