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HomeMy WebLinkAbout37641-Z Town of Southold Annex 4/9/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 f 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 ho ' ed Signature e> TOWN OF SOUTHOLD BUILDING DEPARTMENT # ® TOWN CLERK'S OFFICE SOUTHOLD, NY i 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 5122/2014. 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: I. 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. `FI i I / IH New Construction: Old or Pre-existing Building: (check one) Location of Property: g1535 0 Zs Fe CIO-Ai C House No. Street Hamlet Owner or Owners of Property: PYr y t c Suffolk County Tax Map No 1000, Section - Block -1 Lot (3. Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ap is ignati fjf so Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 COO Southold, NY 11971-0959 roger. richert(a)town. so utho Id. ny. us COW 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 lContractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey n Attic Garage INVENTORY Service I ph Heat gas Duplec Reclot 40 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 7 Smoke Detectors 5 Main Panel AfC Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps - Transformer Appliances dw Dryer Recpt 1-30~ Emergency Fixtures Time Clocks Disconnect Switches 26 Twist Look Exit Fixtures TVSS Other Equipment: combination smoke/co detector-1 Notes: Inspector Signature: Date: April 8 2014 81-Cert Electrical Compliance Form.x1s orr,OF ti NNW J TOWN OF SOUTHOLD BUILDI G DE 765.1802 4~]t,0 1 NSPECTI 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 INSPECTO 6 i v of SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL j [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR e`-' F4 FTELD muzcnNREPORT DATE COMMENTS ~1 ro FOUNDATION (IST) ~ a y FOUNDATION (2ND) • ~ p y ROUGH FRAMING & PLUbM3NG INSULATION PER N. Y. STATE ENERGY CODE FINAL n &VA G ADDITIONAL COMMENTS -2- -t?i lie LILL" ~o m z d t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health NAq SOUTHOLD, NY 11971 4 sets of Building Plans Yat, TEL: (631) 765-1802 Planning Board approval ?J/~ FAX: (631) 765-9502 l,( Survey ~7'~ www. northfork.net/Southold/. PERMIT NO. 37 / ( Check Septic Form a 1A N.Y.S.D.E.C. Examined 20 I ~ Contact: Trustees Approved e9LV , 20LRw- Mail to: P4,* Mbo l%k- Disapproved a/c ~toZO fYln ~tc~~trl~ Phone: (o,~ 7} 7j p Expiration 9~, 201~4 Building Inspector LICATION FOR BUILDING PERMIT ES? Date 3 ( 20 1 Z- INSTRUCTIONS tely y 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, 7:77 d to admit authorized inspectors on premises and in building for necessary inspections. ature of applicant or name, if a corporation) 6n-o I&M toad ..lad (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises or(x L d / . ( G (As on the talf roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) ?t d ' ( S Ndt k6sT f4 SPG/A Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wy~k will be done: d/ 5 3S 44 41 ti R 64 6t'.l" 4. 1 House Number Street Hamlet County Tax Map No. 1000 Section ©7~ Block [7 Lot t/f' t1 Subdivision Filed Map No. Lot (Name) •--_.i 'u: 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy j ` b. Intended use and occupancy C-P~N.O'V+vI7MS__ 3. Nature of work (check which applicable): New Building Addition -11 ra 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 31 Rear 3q Depth y/ Height 1~ L if Number of Stories / z. Dimensions of same structure with alterations or additions: Fr SWME Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 100 Rear I O n ' Depth 2 057 10. Date of Purchase 023 Name of Former Owner Fe t_ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO Prex pis 13. Will lot be re-graded? YES_ NO X Will excess fill be removed from premises? YES_ NO_ eo-w'e 14. Names of Owner of premises V%6 R)AY-e 4~Al'ddress ddress Phone No. Name of Architect P. A. -Nne- P ~0Oo-t 7S. Done No 43-3 90$14 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 X * 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 7,}~?L[,~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0 (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. Sign tio)before me this ~7~ Y day of 0 Signture f Applicant 81";~A. PERMNS NnA q poWle, State of Now ,q,,: No.01PE6130636 Qualified in Suifoik Cou comrw"M was duly 1SL~ 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) A NAME owner -Agent -Consultant. contractor or other (Circleone) P-P" OWNER. IN Different than Appkanq Ad L L-~ ..v Aox- S~ Address: Telephone k 7 ! ~ Faxk Telephone 0: FU 111: E-Mak. E-Mirk Property Addrosa: Brief Deaaipdon of Construction Activity, Proposed semifinal BMA, Sot? S.C.T.M. ' 1000 - Stabatiation BMP3. Projeu Scope and/or Sequence of Construction Activity . oTs arelrrn ebd/ let (Pnadde Addtlmel Peen asNUde/I) Name of contractor •ndfor Conbct Person Responsible for Im entatlon of SWPPP. _ Telephonefi Fax P. E -Maq: r Nams of Panom Rssponsibte for hutallattona NflMetwrta of Eroclon Control Prxtler. Atltlnss: Teleplrorn q: Fax q: I E-Mail EofAR !T:t~0A,eaoll-andclanning - - r Grand Disarbsnce O Sbrt End ) Date: Date: Will this Project Disturbs five (5) or More Acres at m Any One Time During the Proposed Development 7 Yes No If YES: Please Answer the Folbwln i a. Does the Applicant have a Qualified Inspector On Staff To Conduct the )kRuired Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site O O List the NAMES w desoipuon or all Potentially Impacted Waterbodles andlor Wetiands: Inspections will Occur and for What Period of Time ? Yes No C. Does the SWPPP Adequately Identify, AN Temporary /1044______________ . Q ~ and/or Permanent SON Stabalfzation Measures? Yes No d. Does the SWPPP Adequately Identify a Complete Q Q - - - - _ . , Project Phasing Plan ? - Yes No C e. Does the SWPPP Indicate Additional Site S O O StaNa of hnpactea WMerbedy: (a9. TMDL, S03(tl) LlsteQ ImpMred...) pecific Practices that Will be UMized to Protect Water Duality? Yes No gOnG j f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review 0 O Type of trngcled Waterbotly leg Lake, Creek Bay. Pond, Sound Freshwater Welland_.) by the Town of Southold? Yes No /y MAW OF NFW YORK, COUNTY OF _.S .,AF.:ial k. ss That I, )acing drily 5wom, deposes and says that he/she is the applicant for Permit, And that he/she is the Agent, Corpanla OMtxr. elcj banner. Cantncmn ! 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 this; i .t9 dayof....N. _U....................... .20.} N ~s.aJJ ~y es Y~MM 9-atoned ApplinaM) ' S p sse sm nt FORM: 03-MIs01rW 610111110d M Suf * Colnty Commission Expires July 18, 9ilf'b T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only: Storm Water Pollution Prevention Plan S.C.T.M.#: Property Address: - ' •Fx° Review Checklist Checklist # 1 000000 Z as :B TR REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i 1 1 Plan Sheet (Does the SWPPP Adequately Provide for and/or indicate the Following:) YES , NO N.A. , Explanation for NO or NA Drains e a cu a ons & rmwater MPa esi n to crontain a wo nch In all On-Site. Location (pg. 2.-- ConswctlohPhasL q Plan lndlcatin$ Sequence of Proposed Construction Activities 3. General - 0'011_ ~y 4 Dralange Site Plan Drawn to Scale at Sixty _ 80 feet to the Inch pr larger mtllcatin the Followin i I~ ; - - _a. Location and De~crtptlon of Properly Boundades;_. - b 31te C. All Existing, Natural and/or Man Made Features on antl wdhn 50 of the Pro Squmdary; i i " ' - - d Test Hole Data Indicating Soil Characteristics &Depthto Seasonal High .Water Table; i01 1© 1 _ a. Contouro Indicating Property ElevationsSMm 2)__~°IQ1, I. -Spot dimdi& Finish Floor Elevations for Existing end Proposed Saudures ~Di~i®i-'---- - - g Loco onofa ode Kcf8&Isolata ~Nof 18°Diame ® ter 1 1 , h. S'ol1C'onserialfonbiaTi-6TdS0if8--------------------------- 5. rey. .--un ' Backgrod Informationabout the Scope'of the-ProJed, Location & Description of the Site, Proposed Changes to the Stte and All Existing Development on the site Including the Following._ 0 - _ a,. 911J1ng[ayamnr JndudingJgLalEkae_aiLan9.RislurbanpeliataIS3eArea;... °'01°1 - b. All Excavation, Filling, Stripping & Grading Proposed and Identified ed as to depth, Volume 1^ i - - - Ngture of M~tedaig lrnrolved; 1 I 1 I _c,.,__ as a uiri_ Clearin and/or Grobbl, 1 1 d. All Areas Where Topsoil is to be Removed. Stockplied and where Topsoil will ultimately ' ' I - be placed;,--- I 1 I------ e. All Temporary & Pern netp Ve etatlon tp a _ f, Ali T_ 2 ors r-y &Penmanent Storm Water RUOoff BMP Control Measures Propos_ed IF - g:, The Anticipated PaGem of Surface Drainage During Periods of Peak RunofF, ' h. The LotaSlon of all Roads, Drive ' L ways, Sidewalks, Patios, Structures Uakaes & Other , 1 1 ' _ Improvements, fncluaing Temporary Atxxiss&Corishuction Stegmg Areas;--- 71ie P~tlstTngWFlnal'C-onfours'ana or Spo"tETevations oftFe site. 6. A Schedule of the Sequence for tha Installation of All Planned Soil Erosion, Sedimentation ' - - - & Stormwater Runoff Contra[ Measures, 1 0, - 7. Descriptl0nof Pollution Pre VBndOn MeesurMthat will belmplememeo - _.~Di~~®i 1 I 1-._-_______--_.__________________ _ , A Description of the Minimum Erosion & Sediment Control Practices to be Installed and/or 1 - - imp! ernitr tad for Each Construction Aetlvi that wNl res ult in So 11 Disturbance 9._ DescAptionof ConstnNsrLn Waste_______ ___________materiais eetedto be Stored On-site. __1 10. Temporary & Permanent Soil Stabilization Plan that meets the Current Version 0f_the _ _ _ - i I a New York State Storm Water Design Manual Technical Standard. _ _ _ 11. Generei Site Plan and Construction Dra'Mn s for a Ple ad. l - + ' ' - _ 12. Dimenslonay Mato dal ft th_ _ dflvations & Installeton Details for AI Erosion 8 Sediment Control Practices. i 13 _Tem are Practices that will be Converted to Permenem control Measures: ~ 1~,°I~r--------'---'----------------- L_---__- 14._Implemantedon Schedule for Staging TempgTrry Eros_b_n_C_o_ntroI_P_ra_c_tic_e_o_r_B_M_P_.______ 1 Maintenance Schedule to Ensure Continuous & Effective Operation of Erosion 8 Sediment Control Practices. 1010,®I _ - - ~I i6. Names of Potentlal Surface Waters of the State of New York and/or MS4 that may be r-------------------------------------- Impeded by Developmerlt 17. Delineation of Storm site Water Control Plan lm lamentation Resnsibilities for Each an of the ' 1 1 I1- ---Pro ed Construatlon . 1 18. All other F_xistin Data that Describes Storm Water Runoff and/or Natural Drains eSwales. 19. r"--~°--~---"-'----'----------------- --I-denti---B-ca-tl-an o---f g------ -101°I~JI All Contradpr(s)/Sub•Cornredor(S) Resp Responsiblefor Installing, ConsWeling, RepWatealrin Re ladn ,Insnagemenactin and Maintainin the Erosion & Sediment Control Practices. I~ 10 ~0 storm rMat Control Plan. CheeMist 0 1 t 03-12 waxy 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 - S.euea e- h Checklist # 1 when Article III is tri Bred. 9 ) REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: 1 1 1 1 Plan Sheet Does the SWPPP Adequate Provide for and/or Indicate the Following:) i YES , NO , N.A.; Explanation for NO or NA. Must be Approved by SMO Location (pg. 1. oes a an n cafe an o- ow a Ce-- aquae _ y _ ecklist 1 in this Packet , y t IAN I 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction Stomwater ' - - - - ManagementPractioe7 - - - S p00 5F & C ),sp~itC - 3. S~11Y. Does the Site Plan/Construction Drawing(s) Indicate and/or Show the Location & Size of ' ' ` - - - Each Post-Construction ikrq, Mater Managemem Prattles 7 4. Does the Site Plan/Construction Drawing(s) Indicate and/or Show Hydrologic & Hydraulic Analysis ; ' - - - For All Structural Components of the Stormwater Man" ement S em for Applicable Storms . 0 i 0 -------------g-- --~-a-- ~ I j 1 5. Does the Site PlaNl:onalructlon Drawing(s)Indicate and/or Provide s Comparison of Post ---i i i i ~ - Development Stormwater Runoff Conditions with Pre-Development Conditions 7 ' 0' 010' -6. -Dries the Site PlarJConstruction Drawing(s)Indleate and/or Show All Dimensions, Material ~ 1 1 Specifications _ & Installation Details for Each Post-Construction Stormwater Practice 7 7. Does the Slte PlaMCorrsktrctlon Orawing(s)Ihdicstea Maintenance SChetlule Provided bq-- i i i i - - the Contractor(s) to Ensure Continuous & Effective Operation of Each Post-Construction Stormwater Management Practice 7 r I I Does the Site Plan/Conslrudbn Drawing(s) Indicate and/or Show Maintenance Easements to ' ' ' ' - Ensure Access to All Stormwater Management Prectlces at the She for the Purpose of Inspection and ReL-air? - _ 1 1 1 9. Does the Site PlaNConsWCtlon Drawing(s)Indicate andor Show lnspedion and Maintenance- ~ ~ ~ ~ - A_g_re_e_m_engs_)_t_ha_t_a_re __BI_nd_I_g onA_n_ Subsequent Landowners _7_ _ _ _ 101 I 1 ...___._I 1 1 l _ 10. For All Al_vitlesmeetingthe Threshold in 236-19(8)(1), the SWPPP shall be Prepared&Signed - - - 1 1 1 , By a Professional In the Principles and Practices of Stormwater Management & Treatment Who :=!r-j=1 Who Shall Ce thatt he Desi n Meets the Requirements of Chapter 236. 1 - 1-. -D-oes the-P-le-n~ and/or - ident-if-yPJ-- lPote ---ntia--l S-ource---s of-P-olluti--o-n-which ----m-a-yaffe ---d Indicate the ~ ~ ~ r----------------------------------------.- Quality of Stormwater Olscha es 7 1 O O 1 - - ----d .-.1 1 1 L._ - - - - - - - - - - - - - Su-o-N'n-the- 12. Does thePlan Provide Documentation-- - of- -Detarminatlon- PP-- 9- Approval- - - with-Regard , 1 1 1 1 1 1 toHistoric Places ical Resources that Indudes the Fotlowing_ ___.-.__i 1 , r_________________________________________ a. Information whether the stonnwater discharge or land development activities would_have 1 , i 1 an effect on a property that Is listed or eligible for listing or eligible for listing on the i r-7 State or National Register of Historic PlacesU----- -------------------------a ' b. TheResuhs of Historic Resources Screening Determinations that have been Condudedt _ ' I~10'O I Deacripdon of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Lised, i i i i_____-----_-------------------'-"'-""`--' or FJI9ible for UstlngLon the State or National Re Ister of Historic Places; and 9__ ____J 1 L----------------------- d. Where_Adverse Effects May Occur, Any Written Agreements in Place wtth the NYS Office of Parks, Recreation and Historic Places (OPRHP) or other Governmental Agency to Mitigate Those Efieds. 1 1 1 i _3 A _ i r 1 , 1. Deacrl on of the Soils Present atthe Slte,Indudin g an ldenti,catl onof the-----------; ; _ Hydraulic SoilG 14. Iden tltlon of Any rou El --------fies ijW jf -p -ements------of tesig--he-D--Iin -th-a-t a no-- re--t- in --Co--n form---ance with the 1 - _ Design manual, Including Reasons for the Deviation or Alternative Design and a Description of the E9uivelen`y with technical Standards. - yroogeandHydreuticMalyaisforAllStrudurslComponentsofthe Stormwater Mana emem Control System. 1 1 1 i g .._A 1 1 Ail Cakulatlons, of tFie Skihp Criteria that was Used to Design i , - ~~~i~10) Post-construdtlon Stormwater Mana.$ement Practices. 17. An Operations and Maintenance Plan that lndudea Inspection and Maintenance ' 1 ' r-------------------------------------------------___--- Schedules and Action to Ensure Continuous and Effective Operation of Each Imo' O' O' Post-Construction Storm Water management Practice. Storm Water Management Control Plan Checklist Al 2: 03-12 OF SOpT-,olo Town Hall Annex * T Telephone (631) 765-1802 54375 Main Road N U -Wo502 76fd.nv.us P.O. Box 1179 G roger.richertCofown(63.sou5 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: rr ~L Name: License No.: p Address: (~O cFs ~[ol Nj' 0147 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: &Y 2A 4 Qtr LL-C- *Address: L/ 1 S Q #;n Rd-CL co . c *Cross Street: pe-CDn; L *Phone No.: 7 GS oZ 1 5 3 Permit No.: 3 7 I Tax Map District: 1000 Section: •7,- Block: 5 Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO R ugh In p~` yj Final *Do you need a Temp Certificate: YES / NO ~C „ , Temp Information (If needed) \\.C/l'I'y"y 0/ *Service Size: 1 Phase 3Phase 100 150 200 3 0 350 00 Other (8 *New Service: Re-connect Underground Number of Meters Cha ervice Overhe pL-1i / Additional Information: PAYMENT DUE WITH APPLICATION /~?b C, 82-Request for Inspection Form J I d r~ 3 Y(g 8, P. # 3 76 LH _ BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted: Date Reviewed: B d u~,LLc Applicant: Owner: W 0-4 AaekiteettEngineer: Estimated Cost: SCTM# 100.0 - 7S- S -?3 Subdivision: Zone: Conforming? Property Address: 41 S 3 S /M t' City: f'e`w` e Pre C.Os? Building Permits (Open/Expired): BP -Z /CIO Z- Info: BP -Z / G0 Z- , Info: BP -Z / Go Z- Info: BP -Z / Go Z- Info: BP Z / GO Z Info: Single & Separate Search Required? Y or®Determination: STQRMhkhT •-.R~tAA+yt~F REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. 0.0% ACT. Lot Cov. REQ. Front ACT. Front RFQ Side ACT. Side REQ. Rear ' PROP. Rear REQ. Height. 3V ACT. Height REst. BOTH SIDES A CT ,,11p Project Description: OA Waterfront? Y o NI If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVAL EQUIRED PLA14 S(yf) SIGNE01 5F'4LED-f±S4RVEy cR-59fE-piofp Suffolk County Health: Y o If yes, *Bed#: _ *Date: *Permit#: Town Septic: Y NO If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-imc vnns Y 010- Date: Permit M or NJ Letter - Notes: Southold Trustees: Y or(T Date: Permit or NJ Letter - Notes: Southold ZBA: Y oro Date: Permit - Notes: Southold Planning: Y oroDate: Permit - Notes: Town Landmark C of A: Y TE: *NYS CODE Vompliance (page 2): Y or N CoNTRACTgR L1cEN--S 1z 40111 TY CIRBMITy_.. o~~C/NENS CoMPkTNS.}T/ON r(~ Notes: I Fee Structure: Calculation: Foundation: SF r 7 X$, To=$_ 46, T o First Floor: SF + Initial Fee: $ 07-0 0, 0 0 Second Floor: SF + Additional Fee $ Other: 7 _SF SF X $ , Total: SF + Initial Fee: $ J~r + Additional Fee ( $ C OF a FEES $y O,, 00 L~,r p AS BUILT FEE "d9 TOTAI.:$ / Bo NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20_ Wind Speed:. 120MPH_ Seismic Design Category: B Weathering: Severe Frost Depth: 36"-Termite; M-H' Decay: S-M T Design Temp: 11 Ice Shield Underlay: YES_ Hood Hazards: USEIOCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N " WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N + LIGHT 8%: Y/N VE NT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: YIN LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: YIN CERTIFICATION: YIN ENERGY CALCS: Y/N (RESCNECK) TO'T'AL COMPLIENCE? Y/N (RETURN TO PAGE ONE) I g AD - 10010- 0 _ = r F5 DEVELU_M_EN T COQP I ItT iV ' i l\ y/ 5 3 5 ~ECE~tliG ~l i" (d I Q 'V A 'r 4-C rt. - F2.140 Z U--- _ - „f, f6a8-o _85-0/3 'IF,a,-_~xr ;y w. _ } /oop-075-a75-O/3 ~ ^~Jibaa~sLt': 4ec.5i "PECOMIC LA. 541 4 \N. 100.0 tr pia a rxtld7=dit_:_pe , S Edu= Kr w.YUi Str 1 unwaNfi"mvmeo<.+o G•JAfi.°,N-CCV ' ~12-- E•~';;t.!.: 'Nic'~C<Pn:C~ Cv.# MAIN (,IIP.,D aa~o..e.tltlraor0°mnm..o yr,~S - -P b warMAegF f3uaerrlptlr mn AS • wYYbdO~bntsWwnd nuwr GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 70 1. GENERAL ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, D, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. CONTRACTOR N 0 T E S General Notes Woad: 1. All studs to be SEE #2 or better, and all o ter, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: fi , BUILDING ARE TO BE STORED IN A D-re$IdenllAel-&K eommermn[ deslgn. ASSOCIATES LLC enelneenna.commima 2. All structural wood shall he in accordance w 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 B. LOCKED AREA, carapace with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION GENERAL NOTES: 3 Nailing schedule shall be in accordance with 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER' ANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: (631) 7676071 Westhampton Beach, New York 11978 fox: 1631)466-3354 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All tlrusses shall be "shaped" as and japed" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT, E-Mail: CArm88B8®aol,com FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number a Dec number and shall be manufactured by a registered manufacturer E. ALL FLAMMABLE MATERIALS TO BE USED ANG STORED IN ADEQUATELY VENTILATED SPACE. SP'A'CE' 0eerkoskl. Arm & Kehl Assodafes. LLC o formerlY Easl End boron Associates, LLC ;ordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF NHERE THERE ARE EXPOSED CONDUITS, 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and hirace trusses in accordance to tr BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, OWNERSHIP & USE OF DOCUMENTS 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 CONSTRUICTDN AREA TO BE SHUT OFF AFTER WORKING HOURS )RKING HOURS. accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE TIERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINC he continuous over two or more spans with grain of face plys across supports THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the ideas, design and arrangements represented 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 w SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. E. Plywood sheathing shall he continuou corporation or equal. GAS TO BE USED DURING CONSTRUCTION. 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 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7, All sills shall be pressure preservative treats ervotive treated (.4 ESE retention) SYP #2 or better. 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 CONSTF EDIATE CONSTRUCTION AREA prepared without written consent, AREA, CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR DF (north) No. 2 (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION A\R;A FROM OCCUPIED BUILDING AREA BY MEANS OF TI MEANS OF TEMPORARY PARTITIONS OR REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. FraEmi=ng 1, Lumber; r; PSI C HEAVY DROP CLOTHS. OR DURING THE EXECUTION OF THE WORK. Fv = 95 PSI 31TE PERIODICALLY TO AVOID EXCESSIVE COMPLY WITH ALL CODES OF 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 to AND CLEARED FROM THE BUILDING SITE PERIODICP PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. NEW YORK STATE & TOWN CODS )er (LVL)' AS REOUIREDdN`D-C6k -0F 7 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL)' 4. NOISE AFTER HOURS: 8 LDTOWNZ THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS E = 1,900,000 PSI Fv = 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONWINED TO NORMAL WORKING HOURS: SAM TO 6PM, MC M TO 6PM, MONDAY TO FRIDAY, A SOUTHOLD ~ PNNNINGBOARD 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI B. EXCEPT LEGAL HOLIDAYS. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOT FES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERM.SSION FROM ALL AFFECTED PARTIES TO WORK OTHEF SOU D TQN"~'J', R "ES )WORK OTHER THAN REGULAR HOURS. 9 THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, RIEPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND T S, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS S.DES DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED IRED T TO COMPLETE THE JOB. BUILDING. THE USE OF THESE DRAWINGS BY ANY NINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE IPNERRUPTION OF HEATING, WATER, OR ELECTRICAL SER _ECTRICAL SERVICES TO THE OWNER. vIENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THEWORK ISSUED, AND WILL NOT CREATE DUST, DIRT, 0 DUST, DIRT, OR OTHER SUCH 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 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 DEERK HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, HARMLESS FOR ANY RESPONSIBILITY IN .AETHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAN ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSiTRUCTION MEANS, METHODS, TECf ' WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ELECTRICAL WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND F ARISING FROM THE NEGLIGENCE OF THE CONTRACT THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES NORKING ON THIS PROJECT SHALL AT ALL TIMES PRIC \LL TIMES PRIOR AND DURING THE COURSE I(ILS-,Pr,ti>Ti0N RR'OL^IREED i OTHERS AND IN THE CARE OF THE & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SNFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND FE CONDITIONS UNDER WHICH THEY WILL BE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASS, RESOLUTION CARRY OUT THE (WORK IN ACCORDANCE WITH THE ICE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY EACH AS REPRESENTATIVES OF THEM EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS REQUIRED TO ACCOMPLISH THEIR WORK ARE SAF1E WITHIN GOOD SAFETY PRACTICES AND MEET ALL CO MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR[ OTHER GOVERNING REGULATIONS. THE BEGINNING 0 BEGINNING OF WORK BY A CONTRACTOR WORK NOTES IENTS OR DAMAGE IF UNSATISFIED, THE 13 THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAM. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE IONS FOR LIFE AND PROPERTY AS ARE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES 1AVE 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 ION IS UPON INSPECTION FOUND AT ANY Y~ 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PF AGREES, TO THE FULLEST EXTENT OF THE LAW, T )F 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, D ONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING F T 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 ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING 1 =DLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. DETECTORS APPROVED AS NOTED .S. E.I12.o-1 B.P.1t.3 / I FL :a a rgo BY: NOTIFY BUILDING DEPARTMENT AT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCOPE SCOPE OF WORK TO BE PERFORMED: 765-1002 SAM TO 4PM FOR THE FOLLOWING INSPECTIONS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOS5LRE L FOUNDATION - 1WO REQUIRED LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REOUIREO HAZARDS CATEGORYY 1) ROOF TO 1) ROOF TO BE STRIPPED DOWN TO WOOD AND RESHEATHED WITH A 18) STRAPPING IS TO BE APPLIED IN ALL AREAS WHERE POSSIBLE F DRAINAGI CALCULATIONS- FOR POURED CONCRETE 45 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 17 degrees YES 1984/1996 C LAYER C LAYER OF Yz' CDX SHEATHING (MIN.) DURING CONSTRUCTION, AS PER NYS CODE. ROOF DRAINAGE Y1 FIUL 2. ROUGH - FRAMING 8 PLUMBING DESIGN CRITERIA MINIMUM UNIFORM DISTRIBUTED LIVE LOADS 2) NEW GAE 2) NEW GABLE ROOF IS TO BE INSTALLED IN LOCATION OF FLAT ROOF. 3. INSULATION ROO~ DESIGN WILL MATCH GABLE ROOF TO THE EAST. 4. FINAL - CONSTRUCTION MUST PRESCRIPTIVE DESIGN (in pounds per square foot) 11 NEW &W AREA = lOL '60F° AREA = 100 5q/ft BE COMPLETE FOR C 0 3) ALL FASCIAS AND RAKE BOARDS ARE T(TBE REPLACED IN KIND TOTAL INCREASE IN ARI `INCREASE IN AREA WITH COLT. OF 1.0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 3) ALL FASI WITH AZ WITH AZEK OR EQUAL. YORK STATE. NOT RESPONSIBLE FOR USE OCCUPANCY EXTERIOR BALCONIES 60 10 DESIGN OR CONSI"RUCTION ERRORS. 4) ICE AND 4) ICE AND WATER SHEILD IS TO BE APPLIEC TO ALL VALLEYS AND %Rxc RESIDENTIAL R-3 DECKS (f) 40 10 AREAS AREAS WHERE ICE DAMMING MAY OCCUR. V = A % R x c A = 100 sq/fl 100 sq/fl RETAIN STORM WATER RUNOFF TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (o) 50 (a) 10 5) A LAYER 5) A LAYER OF 30# FELT IS TO BE APPLIED TO ALL ROOF SURFACES. R = 2" RAINFALL = .1; RAINFALL = .17 It PURSUANT TO CHAPTER 236 C = COEFF. = 1.0 ,OEFF. = 1.0 OF THE TOWN CODE. 6) GAF TIME 6) GAF TIMBERLINE ROOFING IS TO BE INSTALLED ON ALL ROOFS. V = 100 x 1 x .166661 100 x 1 x .166667 = 16.67 C.F. F~~v PE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 B ATTICS WITH STORAGE (b,e) 20 10 PROJECT: 7) PROVIDE 7) PROVIDE RIDGE VENTING SYSTEM. 16 fi7 f.F /R73 f.F C F / R 71 C F / VFRTICAI FT . 1 91 V IF HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 . 8) NEW VENTED SOFFITS ARE TO BE INSTALLED TO PROVIDE ATTIC USE (1) 4' DIA. POOLS 1) 4' DIA. POOLS 3'-6" DEEP = 3.5 V.F. BERRY 30 10 VENTILAUILDING. STAIRS 40 (c) 10 9) ALL 4111 VENTILATION. ALL THERE IS NO INCREASE TO ROOF RESIDENCE CAL DISTANCE 9) ALL NnnW ARE TO BE REMOVED AND REPLACED IN KIND WITH OVERALL THERE IS ~ AS THE NEW ROOF IS BUILT IN-PLACE ffFROMGRADE EIGHT FIRE AREA SLEEPING ROOMS 8) NEW VFW` DE PLANE TO UNLIMITED AREA ANDERS[ AGE HEIGHT 3 STORY GUARDR AIL AND HANDRAILS (d) 2DO 10 TO MAT( ANDERSEN 400 SERIES UNITS WITH WHI SCR ENS AND GRILLES AREA AS THE NEW TO MATCH EXISTING. OF THE EXISTING. IGHEST ROOF AS PER TABLE 503 HE EXISTING. = 14'-3 ECTION 502 OF ROOF 30 10 10) ALL SID 10) ALL SIDING IS TO BE REMOVED AND A NEW LAYER OF 3/4" CDX IS ALL RUN-OFF WILL RUN-OFF WILL BE CONTAINED ON SITE ING CODE OF TO BE TO BE ALLPIED. STATE. RT25 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,ODO- A LAYE POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA 11) A LAYER OF 30# FELT OR TYPAR HOUSE WRAP IS TO BE INSTALLED. TOTAL HEIGHT FROM RIDGE TO GRADE 17'-11 Peconic, New York, 11958 b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS 12) WINDOW 12) WINDOWS ARE TO BE ENCASED WITH 5/4"X 4" WHITE AZEK CASING LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY AND HISTORIC SILL IS TO BE INSTALLED BENEATH THE WINDOWS. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING AND HIS 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 FL? 13) ALL FLASHING IS TO BE INSTALLED AS PER GOOD ENGINEERING PRACTICES. GENERALNOTES ALL EXT DECK FRAMING MATERIAL CCA NO PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN PRACTI ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 14) HARDI- 14) HARDI-PLANK SIDING IS TO BE INSTALLED WITH A 6" EXPOSURE PLUMBING RISER DIAGRAM (COLOF (COLOR AS PER OWNER) TABLE R4022 p MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 1J) FOUND/ SET: ISSUED FOR: DATE: 15) FOUNDATION IS TO BE REPAIRED AS NECESSARY. MINIMUM SPECIFIED 16~ ALL RO 16) ALL ROTTEN OR DECAYED WOOD IS TO BE REPLACED. AREAS OF STRUCTURE COMPRESSION STRENGTH (c) (fc) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL 17) ALL EXTERIOR DOOR ARE TO BE REPLACED BASEMENT NA SEVERE (b) ALL EX FIRST FLOOR MUDROOM NA 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 ;E BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OCT 16, 2012 OF NEW YORK LOFT NA NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME PROJECT NC: ATTIC HOUSE a NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) CONSTRUCTION GRADE, EXCEPT GARAGE FLOOR SLABS INSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. )11 D.A.K ASSOCIATES, LLC 956-2012 ATTIC HOUSE b NA NO SUBSTITUTIONS © COPYRIGHT 2011 D.A.K ASSOCIATE S AND ELEVATIONS ARE PROTECTED W Y©~ DRAWN BY: GARAGE NA NOTE: ALL R001 )TE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS All Framing Hardware Shown can these Plans, ALL FLOOR PLANS AND ELEVATIONS F R THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Unless Otherwise Indicated, Is Simpson Strong- UNDER FEDERAL COPYRIGHT LAW, , ~PyS' kk0 F BDK COPYRIGHT LAW of ATTIC GARAGE a NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATUR Tie. No Substitutions are Approved or Authorized. PLANS MAY NOT B BE E REPRODUCED Vdl BE REPRODUCED WITHOUT * S# CHECKED BY: BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) SCREENED PORCHES NA ALL SIMPSON HI L SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. IZATION. JJD SUNROOM NA EQUAL TO OR G UAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. Due to the Relationships of Framing Hardware ALL PLANS AND DESIGNS ARE THE SI DESIGNS ARE THE SOLE PROPERTY OF n t, SHEET NUMBER: DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) SHEATHING NOTE to the other Components of the Structure, any D.A.K. ASSOCIATES, L EATHEA NOTES: THE RIGHT BUILD ONLY ONE STRU -S. LLC. rye N- .my~ti ~~3 11LD ONLY ONE STRUCTURE FROM THESE Fop ° D 2 tg~ COVERED PORCHES NA ALL SHEATHING L SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render PLANS IS LICENSED EXCLUSIVELY TO ED EXCLUSIVELY TO THE BUYER. E sSU I COVERED ENTRANCE NA & PAPER ASSOC PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Vold, and will Result in the POOL HOUSE CABANA NA FOR SI. 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLIN( vIILY DWELLINGS, 2001 SEC HIGH WIND EDITION. Installer / Contractor Assuming Responsibility for Acceptance of these drawings does I lese drawings does not authorize the right to build without UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI the Design and Performance of the Entire System, the authorization of local governing I of local governing agencies, such as Suffolk County Dept. DOB NUMBER. of (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town Budding Del :s, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Verify all conditions, codes, and requ ons, codes, and requirements with such agencies prior to JAMES J DEERKOSKI HE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, (3) SHEATHING SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES construction. SHEATHING TO BE NAILED TO TOP PLATE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 1 0 D•A•K ASSOCIATES, uc SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM IF TWO 8d NAILS THIS MTS20 LTS20 TOTAL FOUR • 0 • WITH MODEL CA FASTENERS R LOAD UPLIFT ) Bdx11x" CODE 8d NAILS 77NA3 ITT SIDE of TRUSS. NO TO TO TO AVG NAILS REF. INITO TRUSS STU RAFTERSPLATES STUDS ULT TRU55 SIMP (133& SON NOTE', REFER TO UALF N TAKE-UP WASHER SIMPSO PROVIDE (1) HGA1 0KT ON SIDE OF CEILING JOIST H] I6 a-Bd 2-Ba B-ed 2991 5, 4n CONNECTORS MANUAL FOR PROPER INSTALLATION PROHE 16 S-8d B-Sd 3983 - 5, 44 _ AND ON 510E OF RAFTER DeAtlK ASSOCIATES, ESC resitlen101 d commerclol design • engineetlng • eonsulling 506 Main Street phone: 16311767-6071 ENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (ll3) TWO /ARTR'x12 - Westhampton Beach, New York 11978 fu (631 466-3354 4GA MODEL N0, NO, DIA 2 21, AS LE 16HT 3~ 13 LFTA REF. ILATES •DJUL , Btl NAIL E-Moil: CArmBB88®aol.com INTO SP4 Deerkoskl, Arm d Rehl ASmolotes. LLC a lormeni East End Design ASSOnofes. LLC 1205 1400 5, 44, B5 STUD LFTA 0tl - 4200 _ OWNERSHIP & USE OF DOCUMENTS: )DUG-FR LARCH SO PINE These drawings and specifications including the ALLOWABLE UPLIFT LOADS ideas, design and arrangements represented OEL TAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Sd NAIL / MODEL AVG 10d Tod x 1)CODE LFTA NO ULT. REF. LSTA21 therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed t1~" (133 / 160) (133) (160) to others or used in connection with any work MTS16 16 14-10d 14-10d x 13" 3116 1000 840 1000 31 41, 128 5 or project other than for which they have been prepared without written consent. MT520 20 14-10d 14-10d x 111" 3116 1000 840 1000 3, 41, 12B ARTe-x12 Slwpsor Strong-Tie n Strong-Tie HGA10 LST20 20 12-10d 12-10d x 13• 2383 775 720 720 3. 41 CNW- 000PLER NUT DETAIL "E" DOUG-FIR-LARCH Equal number of TYPE OF DIRECTION 50, PINE CODE specified nalls In CONNEC- OF LOAD ALLOWABLE LOADS REF. MODEL . TON FLOOR ROOF (133/ N No. (100) (125) 160 ? each end Simpson Strang-Tle DETAIL "K" G 515 645 670 J CS16 LTP4 5 d 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LDAOS(OF/SP) (133) H9L)OWN pERECTION CODE ARTjx12 STU 8"- 5"_ J 8 STUD LENGTH OF BOLT DEFLECTION AT HIGHEST REF MODEL MACHINE AVG IN VERTICAL W000 MEMBER AT HIGHEST ALLOWABLE IPSON N0. BASE BODY 1 ANCHOR BOLTS ULT, ALLOWABLE LOAD DESIGN GA GA HIT SE W H B SO CL DIA° ° DESIGN WHEN RAISED OFF °a //~SIMPSON TAKE-UP WASI KE-UP WASHER )TY )IA 1d" z" 2$' 3' 38' Bp' LOAD SILL PIA TTF HD2A i6 12 AN' 2}" F6'" 8" 2I{" i" 114" 2 12150 1555 2055 2565 2775 2775 2760 O OSB 0.077 2, 43, 82 ARTS"x12 a :Tg"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLDT LOADS D / SP CODE NO AVG F W L STUD PLATE FILL (133) (15D) REF. 735 685 7, 40, 127 SPA A 7f" -10d x 11x" - 2917 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0, GA W L NAILS FILOp R (133) (160) REF WORK NOTES. LSTA21 20 11" 21 6- 905 1205 1295 J, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MNDEL GA W L NAILS F100R (133) (1607 REF. Simpson Strong-Tie LUS46 MSTA24 18 1-" 24 - 1025 1370 1640 7, 40, 90 TOTAL FASTENERS ALLOWABLE TENSION LOADS SPACING REFS HD2A MODEL NO. (LENGTH EPO GA CUT LENGTH (TOTAL) (100) (133 / 160) Oc. OF ROLL IN A RCw NOTE: ALL HANGERS TO BE USED ON THIS PROJECT HlOnpson StranG-Tle CS18 150' 14" 16 CLEAR SPArv +31" 2B-Btl 1235 1650 2j4" ] qp 9p ARE TO BE TOP MOUNTED UNLESS OTHERWISE FASTENERS _ NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS MODEL DN. ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION No, GA HEADERS LOIST5 AVG UPLIFT FLOOR 100SNOW 115 RDOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H B 10d 15d ULT' (133)(160) Too 16tl 10d 16d Ed 15d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL "F" LU546 11 35" 41' 2 1-14-16dl 4-16tl fi0]6 1140 1160 -11000 1150 1250 7, 40, 127 DETAIL "I" STU 8°- iTU 56,- JRN HUS710-2 14 3j' 1 9,4 2 8-16d S_ 16d 6076 1755 2105 - 1650 1-11900 1-12065 1 36, 64, 122 G- H 0 N A LO OA SIMPSON IIMPSON TAKE-UP WA AKE-UP WASHER FASTENERS UPLIFT LATERAL CODE MODEL AVC UPLIFT (133/160) REF, NO. GA ULT. To RAFTERS To PLATES To STUDS (133) (160) F' 160 MOMENT 19 4-SOSi"xl i° 4_spy{"r}" 1523 435 435 1165 940 CNW- CNW- SP4 COUPLER OUPLER NUT USE A MINIMUM OF TWO Btl NAILS THIS SIDE OF TRUSSNUT STU g"- SP4 sTU 8"- SIMPSON SIMPSON TOTAL POUR SE A MINIMUM OF Btl NAILS TWO Bd NAILS THIS MTS16 INTO TRUSS SIDE OF TRUSSMTS16 TOTAL FOUR 0 HDA WASHER LSTA21 SIMPSON TAKE-UF TAKE-UP WASHER _R LSTA21 Strong-Tie 8d NAILS HUS210-2 INTO TRUSS • SN9\ fTl PROJECT: TV " T tl TOPIL 11111 1 ~ "N U" / ANUHUK dULIS PLATES • 0° /t ee INTO TAIL "An EIEHi 6; I• BERRY STUD Simpson Strong-Tle ® DETAIL nDn DETAIL "G" DETAIL "J" RESIDENCE SNO Sl.gsnn Strong-Tie 0 H7 Slml,pson Strong-Tie LFTA RE11D SYSTEM LFTA LFTA RT25 zy- /BP Peconic, New York, 11958 N.Y. STATE ENERC -NERDY CODE PRESCRIPTIVE DESIGN DRAWING TITLE: I SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 AS PER CHAPTER 1 OF THE ENERC' HE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, SECTION 101.4.4, ADDITIONS, ALTER ~S, ALTERATIONS, RENOVATIONS OR REPAIRS, DETAIL "L" „ & LTP4 STRONG-TIE DETAILS ADDITIONS AND ALTERATIONS SHALL LTP4 DNS SHALL CONFORM WITH SECTIONS 101.4.4.1 - 101.4.4.3 SET: ISSUED FOR: DATE: DETAIL "C" 101.4.4.1 ADDITIONS: Simpson Strong-Tie ADDITIONS SHALL CONFORM TO THE ZM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY APACITY REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. CASE. Floor-to-Floor Connections CONSTRUCTION WITHOUT REQUIRING SYSTEM(S) TO COMPLY WITH CODE. KITH CODE. SHEATHING NOTES: tEATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMER OF THE AMERICAN FOREST ADDITIONS SHALL NOT CREATE AN & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE M) FOR ONE AND TWO SEAL: DATE: BUIILDING SYSTEMS. FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. OCT 16, 2012 LTP4 DETAIL "B" PROJECT NO: 1011.4.4.3 OTHER ALTERATIONS LTP4 IONS (1) SHEATHING TO BE NAILED TO CCA SILL 956-2012 WHIERE LESS THAN 50% OF A BUILE )F A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR Box BEAM DRAWN BY. Simpson Strong-Tie APIPROPRIATE TO THAT SYSTEM, IS YSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES OF YO BDK ~P~51DE /EO R,f CHECKED BY Floor-to-Floor Connections TO THAT PORTION OF THE SYSTEM E SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION (4) SHEATHING To BE NAILED TO TOP PLATE OR' OVERLOAD EXISTING BUILDING S 3UILDING SYSTEMS OR SUBSYSTEMS. NO SUBSTITUTIONS JJD SHEET NUMBER: o w z SE(CTION 402 Al. framing hardware shown on these plans, unless otherwise Indicated, Is Simpson Strong-Tie. era ~o 0;2 BUILDING THERMAL ENVELOPE _OPE No substitutions are approved or authorized, G2 402.1 INSULATION AND FENESTRATE NESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET Due to the relationships of framing hardware to DOB NUMBER: OF THEE REQUIREMENTS OF TABLE 402. ABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. the other components of the structure, any framing hardware substitutions will render these plans JAMES J DEERKOSKI, P null and void, and will result in the Installer/contractor © D•A•K ASSOCIATES, = assuming responsibility for the design and performance of the entire system. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTED LING, FASTENING AND TIE DOWN DETAILS DeA-K ASSOCIATES, [,LC resltlenllol & commerdol Cesign engineeMg • ...sidling 506 Main Street phone: 1631~767-6071 Westhampton Beach, New York 11970 fox: 1631~466-3354 E-Mail: CArm88B8@aol.com aeerkosi Arm 6 Kehl Aemdotes, LLC alornlery East End aeslgn ASSOdotes, 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. REPLACE DOOR REPLACE REPLACE REPLACE REPLACE REPLACE WINDOW WINDOW WINDOW WINDOW WINDOW REPLACE DOOR EXISTING EXISTING STORAGE ` STORAGE I REPLACE a I i WINDOW REPLACE a EXISTING ~ I I WINDOW EXISTING LIVING LIVING WORK NOTES' ROOM ROOM EXISTING REPLACE REPLACE REPLACE CLOSET WINDOW WINDOW EXISTING WINDOW BEDROOM EXISTING o D REPLACE 0 EXISTING o EXISTING OW - - - - - - I BEDROOM REPLACE WIN WINDOW WINDOW CLOSET BATHROOW EXISTING EXISTING BATHROOM HALL DINING WINDOW D EXISTING REPLACE ROOM O EXISTING EXISTING STORAGE STORAGE EXISTING _ C31 REPLACE REPLACE BEDROOM REPLACE REPLACE WINDOW WINDOW WINDOW WINDOW REPLACE EXISTING DOOR New Roof System PROJECT: KITCHEN To Be Installed nuuve. BERRY REPLACE REPLACE RESIDENCE WINDOW WINDOW RT25 REPLACE Peconic, New York, 11958 WINDOW DRAWING TITLE? EXISTING FLOOR PLANS SET: ISSUED FOR: DATE: EXISTING SECOND FLOOR PLAN EXISTING FIRST FLOOR PLAN SCALE: 114" = T-0" SCALE: 1/4"= 1'-0" SEAL: DATE: OCT 16, 2012 PROJECT NO: 956-2012 &,NEW , DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. h~,51 D EkKp?~ BDK ISSOCIATES, LLC, CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTE( NATIONS ARE PROTECTED * w JJD UNDER FEDERAL COPYRIGHT LAW. LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT )UCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PRDPEf 2E THE SOLE PROPERTY OF D65(a~ A101 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FRO DNE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER VELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not cathodic gs does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk G such as Suffolk County Dept. of Health Services, Town Building p D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all condl tc. Verify all condlllons, codes, and requirements with such agencies prior to conslructian. lion. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTED ILING FASTENING AND TIE DOWN DETAILS fi DaAaK ASSOCIATES, LLc resltlentlol a commercial deslen . englneenng • consulting 506 Main Street phone: (631767-6071 Westhampton Beach, New York 11978 fax: (631)466.3354 E-Mail, CArm8888@aol.com aeedoskl. Arm & Ken Assoclates. LLC aformetly Easl Entl aeslgn Assoc la,es, 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 EXISTING FLAT ROOF 2x8 Ridge Vent I 2x8 Ridge r--- - I - TEXITING CAE Archlteclaol Roof Shingles 2x8 Rafters - Wee. Mulch Existing CUR Roof Sheathing 36 Match Ending II I 301 Fell I I I ;26 / 2x4 ngbock- WORK NOTES: II EXISTING ROOF 2x6 Ceiling joists - Won II I New Fosma (IX6 Azek or Equel) Existing 2x4 Exposed Aeoms I II I Match Existing Spoils Sheelrock R-30 Insulation I I Existing Plates to Aemain Existing Wall Height to Remain I I Install A-15 Ftergloss Insulation I I I if Exterior wall is opened. FAIIV,ndows Are io Be Replaced Wth en 400 Series io match Exisling EXISTING th 6/6 White Gripes and Screens. ROOF II I I ~ I All Siding To be Removed and New Exterior 3/4' CR Sheathing To Be Installed, I I New hmdl-Plank Siding 3~%10 1-1 301 Felt or spar House Wrap I I I j.a~ I I I I I Existing Sheathing to be Covered with New Layer of Plywood NEW GABLE °~a$3 3 R0 0 OVER PROJECT: A FLA ROOF A 1n7 EXI TING I J Existing Foundellon R OF F 1 I 1 7 j To be Repaired as Foundation io Be Repaired As Necessary BERRY Necessary To Insure Proper Slablllmllon of House. I I L I j RESIDENCE I I I I I II 1it-io~ + I J ,8333 RT25 Peconic, New York, 11958 DRAWING TITLE: ROOF PLAN CROSS SECTION CROSS SECTION A SET: ISSUED FOR: DATE: Scale:~_fv 102 NEW ROOF PLAN SCALE: 1/4" = 1'-0" SEAL: DATE: OCT 16, 2012 PROJECT NO'. 956-2012 DRAWN BY: .F NEW TO BDK © COPYRIGHT 2011 D.A.N ASSOCIATES, LLC. ASSOCIATES, LLC. q~ DEEgkOR/r- CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTFI VATIONS ARE PROTECTED s JJD UNDER FEDERAL COPYRIGHT LAW. LAW. SHEET NUMBER. PLANS MAY NOT BE REPRODUCED WITHOUT DUCE WITHOUT r aa~ z WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPE RE THE SOLE PROPERTY OF ~~~sP ~~~o~2Tn Al 02 D.A.N. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FR( ONE STRUCTURE FROM THESE IIVELY TO THE BUYER DOB NUMBER: of PLANS IS LICENSED EXCLUSIVELY TO THE BUYEb Acceptance of these drawings does not author! Igo does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local goveming agencies, such as Suffolk C such as Suffolk County Dept. of Health Services, Town Building © O.A•K ASSOCIATES, Departments, DEC, FEMA, etc. Verify all cand dc. Verify all conditions, codes, and requirements with such agencies prior to construction. aion. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING I G NAILING FASTENING AND Ti DOWN DETAILS M- milgNux D-A-K ASSOCIATES tic olld.rllol d comllle¢lo design . englne.m, ..,Whn9 L WT L LIW1L _ _ LW- IJ-LLW- U 1 LIJJ1LILl . IJ. II I_ 111E IJ. Ull U u l I I I l11 I ~L~LIL I I i ~ I U 11 Lil u L 506 Main Sheet phone: 1631) 767 - 6071 -IL p Line al New soot Westhampton "I", New 101111111 fax 16S18466 " 1111 IIJ.LLW LJ. 1 Ill WJ- ll ILLLL I E-Mail: CArmB08B®ool.corn com IILLL DBerkesk Af I6 K.1, ASSOCIaIes. LLC oro1medl Em1 End Oeslgn ASSOdoras. LLC_ ?LlL ILJ.LL Wl, LJ-I I' U U LI I~1 LH It EMU ~ ~ ' uulwuulu OWNERSHIP & USE OF DOCUMENTS: LL1L111J_ JJJ1J Ill I I ~ llllLWLLL 1LLLl U. I I I I ~_ll_ X11 111_LI-II_ ~ I W 1Ll ll J 11 JI W. L al 1 ~ Ill1JM L II ,u Ll i These drawings and specifications including the uIJ uU L _ I_ Lu I-F ,I u u U. IJ ICI I ideas, design and arrangements represented ~JLJ ~u-L J therein, are the property of D. A.K ASSOCIATES, -LLL LLC. No part thereof shall be copied, disclosed Roof To Be Stripped end New Layer of to others or used in connection with any work or project other than for which they have been COX Applied, Covered with 70# Fell and CAF forborne Archllecluol Roof _ [Ghl d ew er ofwith Cap Feu 4 mberlne ArchNecWal Roof LJHplied, H Shingles Applied, _N 11 prepared without written consent All Wndows Are To Be Replaced With All Wmtlaws Are To Be Aepleced Wlh _ ? ? 'J Andersen 400 Series is match Existing Andersen 400 Serlea To on g Evisling ? ? J Size, Win 6/6 While Grilles and Screens. Size, IN 615 Wnlle Crllles and Saeens. _ - All Sldhng To be Removed and New Eehrior - All Siding io be Removed and New Ederiar 3/4' CB% Sheathing To Be Installed New Hardi-Plank Sidlag to he Installed m with Azek irlm any Hordl-SheoPlank S Siio thl Be Installed. New ding to be Installed with Azek Tim Foundation To Be Repaired As Necessary To Insure Proper Stablizalion of House. Foundalien is Be Repmred As Necessary _ is Insure Proper Slabllltabon al House. FRONT ELEVATION RIGHT ELEVATION SCALE: 114" = 1'-0" SCALE: 1/4" = 1'-0" WORK NOTES U-L I U UL _ 11 IL 1J.LL LL _ lu W l I ~ I I I J U New Reverse Goble Roof New Reverse Gable Roof PROJECT: 11, 1 to Replace Rat Roof to Replace Flat Roof TfirTTI II tl i I ~ L l_ ~ ~ ~ I ~I II ICI III ~?LJ ~ ~ W I L BERRY 1! ~I L MR 1llLLl - i L"G I i li RESIDENCE IL LILILJ RT25 Pecorl New York, 11958 Roof To Be Stripped and New Layer of " COX Applied, Covered with 30# Felt Roof To Be i I lu, DRAWING TITLE: and CAF Tmberllne Archltectaal Roof Shingles Applied. and C OAF Tmdenne Amhdltecluol 3 Rof wil Felt Shingles Applied. ELEVATIONS - AS NOTED All Windows Are To Be Replaced Nth Andersen 400 Series To match Existing All windows Are To Be Replaced Kith Size, Wth 6/6 White Crilles and Screens, Andersen 9611 Series To match Existing Size, with 6/, white Grilles and Screens. All Siding to be Removed and New Exterior SET: ISSUED FOR: DATE: 3/4" COX Sheathing To Be Installed. All Siding To he Removed and New Exterior New Hard!-Plonk Siding to be Installed 3/4' CDX Sheathing To Be Ioetalled. New Hook-Plank Siding l0 he Installed with Azek Trim with A=ekTrlm LEFT ELEVATION_ FaandaBan To Be Repaired As Necessary REAR ELEVATION Foundation To Be Repaired As Necessary To Insure Proper SlabllizotloA of House SCALE: 1/4" = P-0" To Insure Proper Sladilimlion of Haase. SCALE: 1/4" = 1'-0" SEAL: DATE: OCT 16, 2012 PROJECT NO: 956-2012 DRAWN BY; EW ?0 BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, U. LAX ASSOCIATES, LLC. 00'ERk0 CHECKED BY ALL FLOOR PLANS AND ELEVATIONS ARE I D ELEVATIONS ARE PROTECTED hP - s~ w JJD UNDER FEDERAL COPYRIGHT LAW. RIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOU WRITTEN AUTHORIZATION. IEPRODUCED WITHOUT K G±+ z SHEET NUMBER: r ALL PLANS AND DESIGNS ARE THE SOLE I ;NS ARE THE SOLE PROPERTY OF 2sF n T$' 'N n~ A201 D.A.K. ASSOCIATES, LLC. C. ~n'ROFESS~O^ THE RIGHT TO BUILD ONLY ONE STRUCTUR DNLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE KCLUSIVELY TO THE BUYER. DDB NUMBER: OF Acceptance of these drawings does not a of local governing agencies, such as Suf drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI E mcies, such as Suffolk County Dept. of Health Services, Town Building ©p•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc Verify all MA, etc Verify all conditions, codes, and requirements with such agencies prior to construction. nslructlan.