Loading...
HomeMy WebLinkAbout40133-Z Qf;;70l4coGg Town of Southold 11/2/2015 P.O.Box 1179 co 53095 Main Rd o4 o� 9? Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37845 - Date: 10/21/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 38705 Route 25,Peconic SCTM#: 473889 SecBlock/Lot: 85.-2-18.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/29/2015 pursuant to which Building Permit No. 40133 dated 9/29/2015 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: alterations and dormer additions to an existing one family dwelling as applied for. 11/2/2015 corrected for application date changed from 1/1/1900 to 9/29.2015. The certificate is issued to Wilcenski, Donald of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38221 12/23/2013 PLUMBERS CERTIFICATION DATED 9/8/2015 Joseph Whitecavage Autho 4 Si ature , Q $UCFflt 10/21/2015 ., Town of Southold {� P.O.Box 1179 cfr53095 Main Rd 01.,yed 4 *, Southold,New York 11971 , CERTIFICATE OF OCCUPANCY No: 37845 Date: 10/21/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 38705 Route 25,Peconic SCTM#: 473889 Sec/Block/Lot: 85.-2-18.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/1/1900 pursuant to which Building Permit No. 40133 dated 9/29/2015 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: alterations and dormer additions to an existing one family dwelling as applied for. The certificate is issued to Wilcenski,Donald of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38221 12/23/2013 PLUMBERS CERTIFICATION DATED 9/8/2015 ,,,,f1:h Whitecavage Auth Afgrifee r,,;S.FFntA= TOWN OF SOUTHOLD ,$4 e0' BUILDING DEPARTMENT y d TOWN CLERK'S OFFICE ra ` SOUTHOLD, NY �44,6i * iasis 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#: 40133 Date: 9/29/2015 Permission is hereby granted to: Wilcenski, Donald PO BOX 268 Peconic, NY 11958 To: construct alterations & dormer addititions to an existing single family dwelling as applied for: Replaces BP# 38221 At premises located at: 38705 Route 25,Peconic SCTM # 473889 Sec/Block/Lot# 85.-2-18.1 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 3/30/2017. Fees: PERMIT RENEWAL $217.00 Total: $217.00 I B 'in. • pector TOWN OF SOUTHOLD SUFFn`,�e i BUILDING DEPARTMENT TOWN CLERK'S OFFICE o , SOUTHOLD, NY = LD .1 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#: 38221 Date: 7/30/2013 Permission is hereby granted to: Wilcenski, Donald PO BOX 268 Peconic, NY 11958 To: construct alterations & dormer addititions to an existing single family dwelling as applied for At premises located at: 38705 Route 25, Peconic SCTM # 473889 Sec/Block/Lot# 85.-2-18.1 Pursuant to application dated 7/23/2013 and approved by the Building Inspector. To expire on 1/29/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $434.00 CO -ADDITION TO DWELLING $50.00 Total: $484.00 Building 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. %aLii New Construction: 70 Old or Pre-existing Building: (check one) Location of Property: - r5106 MAI 4 Vol, t-;L?o1 IC' House No. Street � ) Hamlet Owner or Owners of Property: 1-701/VL/ v" E \ Y15k Suffolk County Tax Map No 1000,Section G-6- Block Ca Lot / & J Subdivision Filed Map. Lot: Permit No. 3<3 2,9/ Date of Permit. 7- 36—13 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: X) (check o e) Fee Submitted: $ . ' %Fi/;; Applicant Silva :. ,i. ia.� I I�/' q S®lly�" I A® d� IIS® €r ®�® ., Town Hall Annex . Telephone(631)765-1802 54375 Main Road x' `' Fax(631)765-9502 P.O.Box 1179 %% �' '� �� Southold,NY 11971-0959 .� a�11� roger.richert(c�town.southold.ny.us i to BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Donald Wilcenski Address: 38705 Route 25 City: Peconic St: NY Zip: 11958 Building Permit#: 38221 Section: 85 Block 2 Lot: 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sabat Electric License No: 4204-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1 Main Panel NC Condenser Single Recpt Recessed Fixtures 11 CO Detectors 1 Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment. 1-exhaust fan Notes. Inspector Signature: Date: Dec 23 2013 81-Cert Electrical Compliance Form.xls 10/19/2015 22:07 6317650015 BRIARCLIFF PAGE 01/01 N'" • Town Hall Annex Telephone(631)765-1802 54375 Main Road • ` Fax (631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �O� 1 00 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 0 / Building Permit No. 38d.P"/ 110133 rE%o'l J2An1'ej Owner: D.„46" (Please print) Plumber: Tec g v4 C___ (Please print) I certify that the solder used in tile water supply system contains less than 2/10 of 1% lead_ (Plumbers Signature) Ve Sworn to before me this day o _ , 20/ - -. . _ - Notary Public, — County %pE SOUI,o ` N � '�o�'Y�UONI'�N�• TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIOW ] FOUN ION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � � . REMARKS: f - //bg c L t CA-)41 94- 7- -CD Cts /4( ÷1.) 44 41# 7 t_ L DATE -� INSPECTOR r 3 ,c) 2,_,/ ,,,,,,,,,,, _ r cf., V\ a , TOWN OF SOUTHOLD BUILDING DE . 765.1802 INSPEC N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO [ ] ELECTRICAL (FINAL) REMARKS: . 07 /, _c � !C DATE raf INSPECTOR - „40f S004;--of.„ `, # *-46/ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 04 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: eou6-6 — X-, DATE 6/i l, INSPECTOR e i'r% A� 3 „e - /... o€ �00F SOUr�Olo`i * * of i ,• ��'Y�OUNTI,N, ''', TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL- FINAL) REMAR t 1 G - - Q5 4>c-c-4.--A (4--e-c' A /2.(9.,(L.„ ) 6\c"e • DATE �- INSPECTOR /,& 'S'SOa Flo i ly Ali ilig) �� /A%/ ,A*. ( n � `'��y00UNTl,�? ,, U �b TOWN OF SOUTHOLD BUILDING DEPT. / vi 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: KrA(Gi-e- grCC.. - 0 r---, DATE l 712"; l -3 INSPECTOR ( la_ i p/33 .,„,# 0 SOpTis\ , * ol o 0€ *t , =.coUMY,,,,,• TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING " FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: sc5K-- I c-40 , ,i/i. ,/ , . ; 7-4----( _ a , EQ:cLe _ 1 l_ DATE C7 ! y INSPECTOR .1 •• FIELD 1 1COIVIlVIEI�TTS• c o N REPORT DATE 1 - .. . --- . - -- - - - --- ' :- ' .61 FOUNDATION(1ST) 3>d Zra FOUNDATION(IND) Ps k-FA • fir/ lzi-ai" ./ , ,, 7 404-Alki 4144.44A-e-7-. 11::_i p CO • rn • ROUGH FITC.,& /�� 4 PLUMBING 1.f/' _ Aut..... . 7----1 _A-- . • • .1.- 77.r=7. ..--i_.:7,,,,,,e„, e, . - , 4. 0017 "A-4r; MI —e INSULATION PER N.4k'. v. H STATE ENERGY CODE ' • Y fO. 2 (. .. :co . , . . • '�-'_ t ' % r ..4:,_„,..e, .• - ,, ,, • C' ' Vv:#:- I'i ' . FINAL , • • • -- - —- —ADDITIONAL COMMENTS ;-— -- -- — - -. --'g y ,s • / .' is 44 10. _ G x,39 3 9 f17 �3 . " i, • .q/9 t� faL- -'ak• - C(.e/C - CP-a- / ' d-3` ' U m oi-a--)5 ad-7. W '10140 144 Wal si4l oa1� ' — Q_.0,ei c�. (;.a, 6--e OA i° I c'7 a111� �• . • . . 114 . .. , _. _ , ,. . � '`i • 19. _ • i R • • • iso • L . , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 // Survey SoutholdTown.NorthFork.net PERMIT NO. 3`t Check Septic Form E ((lUi� E 11 V E N.Y.S D.E.C. Trustees Flood Permit Examined 1 I))0 ,20/3 Storm-Water Assessment Form JULct: 1 Approved ' r1,20� U2 3 2013 Mail to: 4 Va UCAi Disapproved a/c // BLDG.DEPT. Phone: ��-64411 Expiration f' 20 Jif AMAIN OF, O JTHOLD N Af Building Inspector APPLICATION FOR BUILDING PERMIT 1 , Date OL)I(1 gmay'J ,20 INSTRUCTIONS a.This application MUST be completely filled m by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and m building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises Do-i\ (k)1( I C4 4',k_4 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of WO on which prpposed wo . ill be done: House Number Street Hamlet County Tax Map No. 1000 Section S-6- Block ( Lot I f5. Subdivision Filed Map No. Lot * 2. State existing use and occupancy of premises and i nded prop use and occu ancy of sed constructi n: a. Existing use and occupancy SOO le I re SI b. Intended use and occupancy S - Ce'/1W V'/Qir 16urat-te-- 3. Nature of work(check which applicable):New Building Addition )6 Alteration Repair Removal Demolition Other Work tf, ( (Description) 4. Estimated Cost 1� UD 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 exis 'n ,structures,if any:Front a g le Rear °25V Depth a&/ J Height c2O`- //� Number of Stones 0- Dimensions of same structure with alterations or additions: Front -e- Rear Depth Height Number of Stories 8. Dimensions of entire w construction:Front I 0 R 9(P Depth a S ?) Height aO `-` 1— Number of Stories �` 9. Size of lot:Front 116j 6.01 tU 1 Rear ISS .41 Depth 4s.9.4 ' 4s . I 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO)QWill excess fill be removed from premises?YES N9,O 14.Names of Owner of premises (/�I iGtYIShI Address p e-Cr11-I!� Phone No. Name of Architect j)e A( k-aq.:1(2 Address /1Q, C.44.-- Phone No Name of Contractor Fb1C) Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY] 4 SQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO �U *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation pl and distan es to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO�O *1F YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF U Iii) being duly sworn,deposes and says that(s)he is the applicant (Name of individuallsigning co tract)above named, (S)He is the lT e K (Contractor,Agent,Cbrporate 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 m the manner set forth in the application filed therewith. Sworn to before me this • day of 20 Notary Public Si if ,ture off;i'cant dr r 4. SCOTT A. RUSSELLtOle .� 4 JAMES A. RICHTER, R.A. ' ` MICHAEL M. COLLINS,� �a==` , P.E. TOWN HALL - 53095 MAIN ROAD „. ;• :7 TOWN OF SOUTHOLD,NEW YORK 11971 =, - 1 Y„ Tel (631)-765—1560 '�`: ��<.�; a„f Fax. (631)-765—9015 :e-Ytt'IL"A1 i_C01,1 1NSru 1_()wN fiC)1J=_11(.)1,1)Nl_t1h 6 gig" }y 3ANMJE R1C111'1:R is WXIN SOV:II10I,D,NS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department PLEASE ATTACH: FROM: Building Department ❑ A copy of the completed Application for DATE: i1 ) j 16 Building Permit •�4J lig✓ 0 A complete set of Building Plans APPLICANT: WI I ale-AC-4 ❑ A completed Chapter 236 Stormwater PERMIT#: Review Checklist S.C.T.M#: 165rM- BRIEF PROJECT DESCRIPTION: V f®JP®s Pr&-A4- rtour fituzx AAA 1-1-1© &s e' ®vim £ a c.,l"-g- _ Jiro ***FOR ENGINEERING DEPARTMENT USE ONLY*** Reviewed By: Date: Approved Additional Information Required: - • 7/22/2013 ',o'asu�¢,�=" - Chapter 236 For Department Use Only: -_ S.C.T.M.#: Property Address: 36'10 YV�I t� - lett °--.....it„o of/ Stormwater Review Checklist 1000 �� b09 fejt/ District Section Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i i i Plan Sheet i YES i NO i N.A.i Explanation for NO or N.A. (Does the SWPPP Adequately Provide for and/or Indicate the Following:) I I ` I Location(pg.#) 1 Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. J\' ] rr�I� rI 2. Construction Phasing Plan Indicating Sequence of Proposed Construction Activities 1 m Fri r r� a - 3 General Location Map i 0 ® �I _ _ 4. Draian�e Site Plan Drawn to Scale at Sixty j60)feet to the Inch or larger indicating the Following i Q = i _ _ a Location and Description of Property Boundaries.. j= 0 =r _ _ b Site Acreage 4 M� 0 =� _ c. All Existing,Natural and/or Man Made Features on and within 50'of the Property Boundary, i I-1 r—I r�i d Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table; i 0 0 i _ e Contours Indicating Property Elevations(Min 2'); j= i 0 L _ _ f Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; i= 0 =I g Location of Wooded Areas&Isolated Trees with a Minimum Dimension of 18"Diameter; 1 r1 r, nil _ _ 5 Background Information about the Scope of the Project, Location&Description of the Site, i • i rrwsli Proposed Changes to the Site and All Existing Development on the site Including the Following. i i a. All Improvements Including Total Area of Land Disturbance&Total Site AreaL 1 r-1 r� r r _ _ b. All Excavation, Filling,Stripping&Grading Proposed and Identified as to depth,Volume i0 0 & Nature of Materials Involved_; I i _ c All Areas Requiring Clearing• _and/or Grubbing.. 1 - d All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately be placed; r� r� r�L - - e. All Temporary&Permanent Vegetation to be Placed on Site, a 0 0 =1' - f All Temporary&Permanent Stormwater Runoff BMP Control Measures Proposed, i= 01 _ g The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff, i= 0 =ir- . h The Location of all Roads, Driveways,Sidewalks,Patios,Structures,Utilities&Other 1 • Improvements, Including Temporary Access&Construction Staging Areas, 1 0 0 D i - - I The Existing&Final Contours and or Spot Elevations of the site. I 0 CI• i _ _ 6 A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation i= 0 OWI &Stormwater Runoff Control Measures. _ . 7 Description of Pollution Prevention Measures that will be Implemented r_i 1 i la'i L _ irk r-I I Implemented for Each Construction Activity,that will result in Soil Disturbance i i - _ 9 Description of Construction&Waste materials Expected to be Stored On-Site. i 0 Q u i _ 10 Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the New York State Stormwater Design Manual Technical Standard. a ri i- - - 11 General Site Plan and Construction Drawings for the Project I 11 I-1 f." 111 - _ 12 Dimensions,Material Specifications&Installation Details for Al Erosion&Sediment Control Practices. 1 Y i i I �1 1 13 Temporary Practices that will be Converted to Permanent control Measures j= 0 'MIL L _ _ 14 Implementation Schedule for Staging Temporary Erosion Control Practice or BMP a 0 0 `:J L _ 15 Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& i i Sediment Control Practices. 1= = i - 16 Names of Potential Surface Waters of the State of New York and/or MS4 that may be i .,..p Impacted by Development i r� r1 `,,J i J L - _ 17 Delineation of Stormwater Control Plan Implementation Responsibilities for Each part of the I Q � 7 Project Construction Site. 1 _ 18 All other Existing Data that Describes Stormwater Runoff and/or Natural Drainage Swales Q Q 1 `L Stormwater Review Checklist 07-13 • �I,,, • • *Of S01/4 Town Hall Annex le) Telephone(631)765-1802 54375 Main Road • (631)765- 5Q2 P.O.Box 1179 • G Q�� rogecrichertaCtfl`wnsaUth�o .ny.US Southold,NY 11971-0959 • ; '� 'O'�► • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: (' )ii .€46 L Date: 4• Company Name: cSO4,8A c /S' c Jt j G Name: Mtez_ ,ecAtr-- . License No.: Ift.- 0 '1 iU Address: ca PA - f w eJ � M A u.Gre- Phone No.: • JOBSITE INFORMATION: (*Indicates required information) *Name: r orvl a l J ? (C e,v cJ toL' • 1. *Address:, sf`7o5 Rc pt. a5 . PEcome, *Cross Street: i'4/ 140-) *Phone No.: 765"- 8855 — l , 576-?03- (O f, Permit No.: ' I - Tax•Map District: 1000 Section: p,c Block: Lot: f o / *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • - /%g, t, ' C rvme,e,. 8i9Tl--11430la.� Ga L' 1I 4Ldte t_x s1-j &vote • (Please Circle All That Apply) *Is job ready for inspection: 0/ NO Rough in Final *Do•you need a Temp Certificate: YE / NO Temp information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION CC))°\76C)2 82-Request for Inspection Form Q Nancy Dwyer Design Consulting,Inc. PO Box 632 Southold,New York 11971 o. 631-765-8667 • e� .=4 f. 631-765-8665 C nancydwyerdesign@aol.com July 30,-2013 Town of Southold Building Department re: Donald Wilcinski Residence 38705 Main Road Peconic,New York To whom it may concern, Please note that the existing residence mentioned above is currently a 3 bedroom house. The proposed den above the existing garage would be considered a fourth bedroom. The homeowner has advised us that a new septic system was installed at this residence in 2001, consisting of a 1000 gallon septic tank and(2) 8'-0"x 10'-0"deep leaching pools. This size system exceeds the minimum requirements of a 4 bedroom house in accordance with the SCDHS standards. If there is any additional information needed,please let me know. Sincerely Nancy D er DECE - WED JUL 302013 L__ BLDG DEPT. ,____,TOWN OF SOUTHOLD Donald J Wilcenski PO Box 268 Peconic,New York 11958 Re: Building permit renewal for#38221 Enclosed please find a check in the amount of$217.00 as per building department for renewal of building permit#38221. I will call in for final inspection once I get the renewal. Thank you. Sincerely, TD,--,i-jj LiS2CL Donald J Wilcenski ifl —1.1SEP 282015 L ; 1 ` SURVEY OF PROPERT SITUATE: PEGONI0 - ,ems TOV N OF SOUTHOLD < "9 o�. SUFFOLK COUNTY, NY ^,, q % �`�"<R `,9 SURVEYED of-28-a8 t a.� L. , • �A `9i SUFFOLK COUNTY TAX *'S SR�- �/-", a7 • <, 1000 85 2 18.1 44 , -/ I e AREA = 2.0 ACRES t..9 ,q ,it= - rs �o Y dT 0 �n� • / (\t ry ,I• j gREScheck Software Version 4.4.4 i. Compliance Certificate Project Title: Wilcinski Residence Energy Code• 2010 New York Energy Conservation Location• Suffolk County, New York Construction Type: Single Family Project Type New Construction Conditioned Floor Area 0 ft2 , Glazing Area Percentage 12% Heating Degree Days 5750 Climate Zone. 4 Permit Date. Construction Site: Owner/Agent. Designer/Contractor: 38705 Main Road Nancy Dwyer Design Consulting,Inc Peconic,NY Southold,NY Compliance: Passes using UA trade-off Compliance 1.8%Better Than Code Maximum UA 112 Your UA.110 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Glazing Assembly Area or Cavity Cont. or Door UA Perimeter R-Value R-Value U-Factor Floor 1•All-Wood Joist/Truss Over Unconditioned Space 585 22.0 0 0 25 Wall 1 Wood Frame,16"o c 558 15.0 0 0 38 Window 1•Vinyl Frame.Double Pane with Low-E 66 0.320 21 SHGC•0 00 Ceiling 1•Flat Ceiling or Scissor Truss 585 22.0 0 0 26 Compliance Statement The proposed building design describ:d he - is consistent with the building plans,specifications,and other calculations submitted with the permit application The proposed building ha- been .-signed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 4.4 and to comply with the ,andato‘ requirements listed in the REScheck Inspection Checklist PTn5.—.3 lig-EQ-160 51 . - le)22-112003 Name-Title (Ilk Sign:ur Dat (c OF NEh' IiiS ,., k•s, _ \ of�'Q'fo��f im SpA ,:�''�� RCFfSSION�/ 1 Project Title: Wilcinski Residence Report date 07/17/13 Data filename: Untitled rck Page 1 of 6 coWILCIN5KI RE5IDENCE z D _ 0 O 1- O - O Q U-1 Cr) tN z Agichhp �_ z tu w Q LU o N o m —- — IL a OZ 17 Q O 0 J z w O -§ z( z O p U In 2 < O O 2 O 00 w O 0 co o_ N EXI TIN W U z waz pO _ o W o • (1/ o NEW REAR SHED U - DORMER FRONT ELEVATION .. ,� _ _ SCALE: i = I I-0" L aLU . Y iiific:,,,.,`` ,.K r,V x° ,. RY �_ 1P.1°i*:::: NEW FRONT = '�; A r.'F^ EX TINT, Fr ^"i '�` rq a+y K.,£` GABLE DORMER .... Via""'.3 a' (77 .. , .....,,,vw,„ .„,, ,,.,,,, j.x ,, ,,,,, .,,,,...,,z,,,,n: ,, ,,,.„4 1.5,,,„ ..,24.. vpi`-'::',, - - -r 1 •U Z r <o APPROVED AS NO T iit) I� U in AL w z N \t_i DATE' 2/ /3 6,P, # = � .m: FEE; ` �3YL4- Q D Lo PLUMBER CERTIFICATION NOTIFY BUILDING DLPAFTMFNT AT 765.1502 8 AM TO 4 PM FOR THE > Z ON LEAD CONTENT BEFL;-sE FOLLOWING IN;I.'FCT!ONS' U 0 } _ CERTIFICATE OF OCCUPANCY I. FOUNDATION r'vti'-? ProiJU ED Z U °' SOLDER USED IN WATERFOR POURED y<>►vcs *i1 t E z 2. ROUGH-FRAKNI PUN!','G, -a SUPPLYSYSTEM CANNOT STRAPPING, ELECTRIC?'L S CAULKING Z EXCEED 2/10 OF 1% LEAD. 3, INSULATION — 4: FINAL•CONSTRUCTiO�: & r`LECTRICAL (f) cn MUSTECOMPLTEFT lL..l GARAGE SIDE ELEVATION PLUMBING ALL CONSTRUCTION Sf iL, .;t_' `TWE E I.� ° i p REQUIREMENTS OF TH7 Cr NEW SCALE: = I -O ALL PLI,I''.IEING WASTE `' - &WATER LINES NEED YORK STATE. NOT�Lc.c;r k r�R ..,',.� i ... .N -:t;., f,4 . TESTING BEFORE COVERING DESIGN OR CQNSTRUG I_. i /�.F MEWy P� DEERS�'A '„3 .. , '. ,� �. :'. p w PAGE: ;; �� 0/3ho , 2 �� z p m O 1- otu cv > Oz 69 p M w < z CD z_ Q< I- wo(t) 04 >- 0 1 � � — sZ --_ z az O O ' _ J z W O CX 45 CX - CX.45 r Q Ln U O I NO � � O co w U p c0 N 1 1,/ W ■■ z ■I■■ uJ nL EXISTING 0 O Q XI's N U) LL W p f: z O U w N U) w zQ U ° BACK ELEVATION _1 SCALE: 4' = I '-0" U zh U u-.► z � 0 n . U 0 Q U z z z o U = w 0 OFNEWY It,. .DEER�O�A�i- s 5 .Al W z PAGE: SFO °• 07 �� ��� 2 N z m 0_ o O w �ioO N o IL Q N Z O z EXISTING ROUSE STRUCTURE AS AREAS TO REMAIN EXISTING U a� : z -/ 17'-4' -§ J ILI `� SECTION Q I— 'SECTION SEGT ON NEW TW2G31 0 A ssecrloN� A A I I—I I p cn < m A L_�_ y 10'_2" �P 3'-6" / / \ NEW JOISTS TO SIT EXISTING ENTRY NEW MUDROOM ON EXISTING SILL 'L -..0 U LATCH FLOOR FI '7 x 1 t EIGHTS '`, , I N O '9 —, LANDING K-19 INSULATION z rl z Q sZ WALL LEGEND: 11-3-0 _ z , s G � ( 0 O 7-'////./ 30-_ �,4,4( m O •////////iii/,'/iii JiC 9 z w 00 r� • WALL TO REMAIN ^ 4.2„ x I- z N Li °-1 U 8'-4" / 16'-8" / OUTLINE OF EXISTING AREAS ALIGN L -1 0 O 6 -3 In NEW WOOD STEPS TO ----- TO BE REMOVED PROVIDE 45 MINUTE I I z = I < 0 FIRE RATED DOOR WITH F 1 z - O w U GARAGE PATCH IN EXTERIOR WALL WITH SELF CLOSING HINGES 4 r J o CO 0_ (I) NEW 8" CONCRETE BLOCK t******/•1 2x4 FRAME, R-15 INSULATION DOOR SWEEP L N CURB WALL; DRILL REBAR THRU EXISTING SLAB z" DRYWALL ON INTERIOR AND I I m I II FILL CELLS SHEATHING/SIDING TO MATCH _ 2"X 6"ACQ SILL PLATE N GARAGE CONVERSION AREA: — EXISTING WI 4x26 STEEL BEAM [L . 12"X 4"STUD FRAM , IZ 15 INSULATIONa• 4 U OVER TERMITE SHIELD N /////// Ll = N OVER SILL SEAL WI I LAYER 2 GYPSUM BOARD oZ ON INTERIOR*B" FIRE RATED ON N - W oz GARAGE SIDE EXISTING GARAGE 9-'I O" CEILING HT. - O 2- 2"X 8" HEADERS ABOVE ALL — J WINDOWS S DOORS UNI F55 z _ :S UJ D ,...S ..A‘ OTHERWISE NOTED ,„S - UJ .4 SECTIONa GARAGE FOUNDATION $ SLAB AsEcnoN� _.SECTIONS UU A5ECTION� O B TO REMAIN B B b O R-22 INSULATIONB U ; N PROVIDE 2 LAYERS w 8" FIRE RATED DRYWALL "' Z </ z J EXISTING GARAGE DOOR EXISTING BREAK 4 GARAGE L AND HEADER TO REMAIN; DOOR TO REMAIN I VERIFY MINIMUM 2- 1G"LVL's A / 26'_4" , / 2G-4" / • U Z U FOUNDATION PLAN GARAGE FLOOR PLAN SCALE: 4" = I '-0" SCALE: 4' = I '-0" 1.L_1 z J CO u UZ O } Q U z z z o U s 8 (I) N W Ic ik F NEW y A...:- (<,5 N. DEER/roa,�-fr * f �, * PAGE: r " # w • E - C �- •ZO • 172 , c3 ,oROFESStN .' z Q o O w CIL N O• O li Q I -• z z 17'-4" / §< W ILI 10'_2" / 7-2" / H IOC U >- USE EXISTING HEADER; 0 N 0 co FRAME IN FORSMALLER WINDOW ACCORDINGLY 8"LEDGE BEHIND .41, / 4'-2 112" TOILET :•a •4 SECTION\ A'25 C SECTION, A I=mo 1 Mir / \ I I \`\�/-P HED ,J �\ s�.;#-. ;".±ss.msrwv+rsssr�.r{n....r wso w,wrl. MEM 0 OIL \ ATTIC i- o I 9 4' , ' o o WALL LEGEND: (r) Q O m z } , TILE FLOOR ON m ` 1, WALL TO REMAIN z w O . / \ I MUD OVER d- Q z O 6"TILE LEDGE o / \ ' / SUBFLOOR ////41(// //( t F U - 0 Li ALONGSIDE TUB . / \\\ / BATHIn / WALL TO BE REMOVED z � TURN STUDS ON 5 6" _ / SW 0 '0 0 FLAT IN BACK OF 3, CILOSEr % / 3 NEW CONSTRUCTION 0 m °- u) . s *syCLOSET ,r a!gR#,8Q' ¢J moan 2068 t' / - 2"X 4" EXTERIOR WALL W/ R-15 INSULATION, .. \ /,:):7) : alp 8" CDX PLYWOOD SHEATHING ON EXTERIOR, o .. ` /m $ HOUSE WRAF $SIDING TO MATCH; NEW WINDOWS WITHIN N / SHOWER i I.. / 2 GYPSUM BOARD ON INTERIOR En o FRONT DORMERS TO BE I ‘1,& / -2468 / DOWN . N 6'-2"HEADER AFF T MARBLE SADDLE 2" 4" W 3 �� 3068 X STUD FRAME KNEE WALLS U - + �r:r WITHIN ROOF RAFTERS; R-13 INSULATION Z z" GYPSUM BOARD ON INTERIOR SIDE W ez X 2"X 4"STUD FRAME INTERIOR PARTITIONS 0 p 4 PITCHED - U N N //////i WITH 1 LAYER z' GYPSUM BOARD ON V J u- coii N EACH SIDE; USE MOISTURE RESISTANT W 9 o �o ATTIC 1 Es N Q BOARD IN BATH * USE WONDERBOARD Z N �, =I I o W ON ALL AREAS TO RECIEVE TILE 00 7 i o‹ LU NEW DEN PITCHED > �i cn 0 2- 2"X 8" HEADERS ABOVE ALL w 0 7'-G" C.H. ; o o ' WINDOWS UNLESS OTHERWISE NOTED; (n O A . I o= '" NEW WINDOW HEADER HEIGHTS TO \ 4 401 SOFT. F- z �� wk....¢max.II ;,». •: 0 9.25%LIG T _ -'�� G'-2"ABOVE FINISH FLOOR o , a SECTION —- 5'-I O" 7.096 VENT CD W - W Q , � �►\ �• CD (�- OI I 11..1 . 'JJS�i1LL��'1►'� B N v c9 r z ` .. 1�, J a t 3 of i2 g = _ I — T 0' PLATE HT. @DORMER •I w / NEW 2"X C" C.J./C.T. _ \ / v @ I G" O.C. . 4• n _ _ � W x 7'8" I'' I- = U m ATTIC g ' q "' 4 IL , PITCHED i m t e 4 • I I [4CHED > o - U e II 11 T .7*; • EXISTING z C9 f 6'-6" 13'-4" / 6'-6" / CD / 2G-4" 0In w z J co SECOND FLOOR PLAN n SCALE: 4- = I '-O" z1" z Q z Z z^ o `/ C1, S J-1 W n •F NEW k ��� DEERio"A� r- ";. w PAGE: yo � . d1 ADC 40 - 072 \k. ROF ll 4- i z UI w O 0- ez O O 6 u < L� Z ..%\ .&, IsecnoN �'—'—' I , EXISTING R.R. TO REMAIN • • .1SECIION� " A EXISTING I 1 I 11 1 / A z_ CRICKET — ' .> © J W I/ . ' I 0 8 <CI- >- I 0 = 1 EXISTING R.R. TO REMAIN GARAGE RUNOFF CALCULATIONS: / / NEW 2"X 6" C.T. 16"O.C. // I I @ 7'-6"ABOVE f;OOt_ / ( Verify if any exist; if not then follow- Roof area = 865 sci.ft I NEW 2"X 8"S 1E e�®7 _ I x .167 x 7.5 = 1083 gallons / R.R. @ 16" O G. REQUIRED - (2) 4'-0"X 4'-0" RINGS o 1 0 z 0 > z W O I \ (2, 9 In z o ° 1-- III / = 0 co N Z ON NEW DORMER RAFTERS: I2 FOR SHED DORMER AREA: - 3i CDX PLYWOOD w/15#FELT, U EPDM MEMBRANE ROOFING ICE$WEATHER SHIELD @ I IO OVER 4" AC SHEATHING I W PERIMETERS $VALLEYS AND " U ARCHITECTURAL ASPHALT ROOF 1 CD Io I Z SHINGLES TO MATCH EXISTING 1 •i 1 2 I.LJ cz ..� I — �° ID 1 z I o /7 -,/ SLC .F / NEW 2"X 8"SHED r� / .4 SECTION,, _ R.R. @ 16" O.C. SECTIONS V l Q 16" ��F IE • 04 � NEW 2"X 8" RIDGE • / W Z NEW 2"X 6" C.T. I C"O.C. a O Zv C.o 12 @ 7'-6"ABOVE FLOOR / w Ix - S ,w 7,1 © I � = z � I I J ROOF — 41'0 ROOF VENT I / EXISTING R.R. TO REMAIN 6 / ° 4 Ir II L,_,_ , ,_, ,_ ,_, , 1 , , , CX1511NC.7R.R., IUI<MAIN , /1 ATTIC NEW BATH 011/4 011/2 011/4 AV ° ° o °3 ROOF PLAN z SHOVVER r�-- �I _ o J J SCALE: " = I '-O" SECOND FLOOR CD `0 OZ in °11/4 03 2 ./' !� 'I W z C9 C.OI; \ 4 4 / C.o• J m 113,. o F.A.I. U Z o 4 0 )- 1 1 /I \ OJ • ° ° zUg). zz , FIRST FLOOR VI s s �('� �.. II 4 s U J N 4 —_ TO SUFFOLK COUNTY u-' • DEPT.OF HEALTH Q 4"C.I. SERVICES APPROVED HOUSE SANITARY SYSTEM. TRAP BASEMENT - V.. of NEwY ::\\ SLOPE" 1/4" PER FOOT PITCH TO n --T i cc w PAGE: DRAIN Z ,'� v & PLUMBING RISER DIAGRAM LFo e NOT TO SCALE 'OReims,o 5 EXISTING 2"x10" RIDGE TO REMAIN PROVIDE 4"AC SHEATHING 12I EPDM MEMBRANE ROOFING 1 2 As GENERAL WIND PROTECTION CONNECTION NOTES 2-2' C.B.THRU NEW 2"x8"SHED R R (-I,'.I-I-'N" N n m az Adapted from Standard for hurricane Resistant Residential Construction; SSTD C.T. 4 R.R. (TYPICAL @ 1 C O.C, SIMPSON H7 �� zHON LuI0-99 and 2001 SBC High Wind Edition Wood Frame Construction BOTH ENDS) 2"x6 ..J. G.T. 16" •. ,Q�ti CONNECTOR (�1'I"I� O •1a1 ��1 1Fasteners and Connectors for Wood Frame Construction R 22 INSULATION VENTED .. U z pBAFFLES BETWEEN RAFTERS , �0,41116.'4111.11Mom...-____ \ R-22 ,..1 2- 2"X 8" HEADER Q z �� 1 SIMPSON C520 STRAPPING 1 . A continuous load path between footings, foundations walls, floors, studs and NEW 2"X 4"STUD FRAME ////// \ 6'-2" HEADER HEIGHT roof framing shall be provided. KNEE WALL w/R-15 �P� OM (/ PITCHED ROOF BEHIND INSULATIONit ' DRYWALL /�% TOILET; SEE SIDE VIEW O / r \ z 2. Approved connectors, anchors and other fastening devices not included in TO FINISHED ROOM SIDE -O \ NEW 2"X 4"STUD WALL @ I' BATH uJ the Standard Building Code, Table 2306. 1 shall be installed in accordance with ,�' NEW BATH \ 16" O.C. W/ R-15 INSULATION 8,i ^ Q BUILD OUT WALL BESIDE _ n( U Q >- X HING w/ manufacturer's recommendations. TUB WITH LEDGE;TILE �0 VP ATTIC goo ` o a - \ HOUSDE WRAP D SSIDINGTTO MATCH IL. �3. Metal plates, connectors, screws, bolts, and nails exposed directly to the 0- b \weather or subject to salt corrosion in costal areas, shall be stainless steel or 6" ' W \ EXISTING RAFTERTAILShot dipped galvanized. _ 4" PLYWOOD SUBFLOOR ., R _IMMiiiiiiiiMni )1 *OVERHANG TO REMAIN r BEHIND TOILETLL I� 4. Where windows and doors interrupt wood structural panel sheathing and PROVIDE SIMPSON siding, framing anchors or connectors shall be provided at the top and bottom EXISTING 2"x8" F.J.TO CS 16 STRAPPING sZ of cripple studs, header studs, and at least one stud at each side of opening. REMAIN; PROVIDER-22 n u INSULATION 4 2 LAYERS Z O O 5. Ridge straps shall be attached to each pair of opposing rafters except where 8' FIRE RATED DRYWALL z oz O collar ties of I x6 or 2x4 lumber is located in upper third of attic space and N WITHIN GARAGE z z O attach to each pair of rafters. - G. Uplift connectors shall be provided at each rafter bearing. EXISTING ENTRY t. NEW MUDROOM n Ln U z EXISTING 2"x4" STUD FRAME z h. 00 7. Floor to floor hold-downs to be provided every 48, and every I C"within 4' EXTERIOR WALLS, SILL, BOLTS, SIDE VIEW O 03 ill U of exterior corners. FOUNDATION WALL 4 FOOTINGS n CO o_ N NEW 2"X 6" F.J. ALL TO REMAINSCALE: 4" = I '-0" 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the . 4' PLYWOOD SUBFLOOR @ 16" O.C. foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x — R 11 14 11 11 U Pch 14 11 14 14 N h r_ 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 R-19 INSULATION inches of each end of each plate. Anchor bolts shall have a minimum embedment W of 7 inches in concrete/masonry foundations. Anchor bolts shall be located - within 12 inches of corners and at spacing not exceeding 4 feet on center. EXISTING GARAGE SLAB; U U BREAK CONCRETE * BLOCK IN WHERE SHOWN ON PLAN W ez I O O U_ U J\ U_ NAILING SCHEDULE 1.L.1 n OZ 200 I SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL BUILDING SECTION "A" 0 JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING SCALE: 4" = 1 '-O" (j') CD RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER ICY-o"WALL:4-8d PER RAFTER WIND RESISTANT CONSTRUCTION CONNECTORS z CEILING JOIST TO TOP PLATE TOE NAILED 8'-0'WALL:3-8d PER JOIST lo'-o"WALL:4-8d PER JOIST CONNECTION LOCATION: PART NUMBER: NOTES: CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP I \ 111:14:1 RAFTER a ' RIDGE-TO-RAFTERS C520 @ 2 I" APPLY TO EACH PAIR OF RAFTERS UCEILING JOIST LAPSOVER.PARTITIONS FAC€NAILED SEE TABLE 3.7 EACH LAP NOTCHED RAFTER a 3 R.AFfER-TO-WALL H7 APPLY TO EAGti RAFTER J_ RAFTER aCOLLARTIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE �' RIDGE / 1111% R`FTER I APPLY TO EACH RAFTER BLOCKING TO RAFTER TOE NAILED 2-8d EACH END RIDGE . `� IIRAFTER-TO-PLATE H8 or H2.5 RIM BOARD TO RAFTER END NAILED 2-16d EACH END + TOP PLATE TOP PLATE ` a IPLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD . fl !WALL FRAMINGII " WALL STUD �t2ND.FLOOR WALL-TO-I5T.FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD WALL STUD �� HEADER-TO-JACK STUD CS20 12" APPLY TO EACH JACK STUD TOP PLATE TO TOP PLATE FACE NAILED 2-IGd • PER FOOT G� TOP PLATES AT INTERSECTIONS FACE NAILED 4- Gd JOINTS-EACH SIDE CRIPPLE STUD-TO-HEADER 1-13 APPLY TO EACH CRIPPLE STUD STUD TO STUD FACE NAILED 2-I Gd 24"0/C TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL HOLDDOWN ANCHOR SSTS I C APPLY TO EACH 5IDEWALL END HEADER TO HEADER FACE NAILED 16d 16"0/C ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD 3-16d PER 2X6 STUD IST.FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE (USE WITH 3"SQUARE WASHERS) 4-I Gd PER 2X8 STUD USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. BOTTOM PLATE TO FLOOR JOIST. = FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-16d •— PER FOOT ` I II FLOOR FRAMING ', , . 2ND.FLOOR WALL STUD laKING STUDS • JOIST TO SILL,TOP PLATE,OR GIRDER, TOE NAILED 4-8d PER JOIST WOOD JOIST a p�,'1 WOOD JOIST �: 2ND.FLOOR PLATE a 1' CRIPPLE STUD ,,' BRIDGING TO JOIST TOE NAILED 2-8d EACH END •�I `` SUBFLOOR I,, a BLOCKING TO JOIST TOE NAILED 2-8d EACH END BLOCKING �4044. �l JOIST HANGER11111'. I RIM BOARD a iLHEADER "�ij` � zBLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I Gd EACH BLOCK i ' �� r 41 I' ;1( ` LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST �I GIRDER/HEADER '���f / ' 1ST.FLOOR TOP PLATES j I' JACK STUDS iI IN 1 I 4` U) JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST WOOD GIRDER 1 11 a WOOD JOIST �` a II li JIBAND JOIST TO JOIST END NAILED 3-1 6d PER JOISTIST FLOOR WALL STUD BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-I Gd PER FOOTiii ROOF SHEATHINGJOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/}IEADERI TYPICAL HEADER CONNECTION (\ STRUCTURAL PANELS 4'PERIMETER EDGE ZONE- 16'0/C-6°AT PANEL EDGES TYPICAL MULTI-STORY CONNECTIONS LO . 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Q INTERIOR ZONE- 16"0/C-6"AT PANEL EDGES AND 12"AT V J e 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD �� METAL HOLD- WALL STUD FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF.INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK.THE 4'-0'PERIMETER BOTTOM PLATE � a DOWN STRAP O EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. '�� SUB FLOOR \`\� a 38-16d SINKER '///::'✓��:wCD CEILING SHEATHING BOTTOM PLATE `�7a TUD 11111 ` DOUBLE JOIST ? :. �I� 1ST.FLOOR WALL STUD I/ NAILS AS PER [II —3@-C^XX4\'WD STUD BATHTUB \\�,��' '' ��� I I MANUFACTURER Z / CO GYPSUM WALLBOARD 5d COOLERS T EDGE/10"FIELD DOUBLE JOIST a`I�' ,Ill abb. 1ST.FLOOR PLATE rorm� 2'X4'SILL v z WALL SHEATHING \' /� �� SUBFLOOR , Iriii `` PLATE �� !may,,; RIM JOST TYP. O STRUCTURAL PANELS 8d 4'EDGE ZONE- 16"O/C-6"AT PANEL EDGES AND 12'AT RIM BOARD f INTERMEDIATE SUPPORTS IN THE PANEL FIELD DOUBLE JOIST FOR NON-BEARING WALLS a 1 �I'l' DBL.SIII.PLATE -N DOUBLE SILL PLATE I �' ���II —• 8d INTERIOR ZONE- 16"0/C-6"AT PANEL EDGES AND 12'AT rl� ANCHOR BOLT ii (I)#4 KEBAB,IN O INTERMEDIATE SUPPORTS IN THE PANEL FIELD DOUBLE JOIST FOR UNDER A BATHTUB .� \ FOUNDATION WALL 1 � i•-•‘ . SHEAR CON E-MIN. Cr) FIBERBOARD PANELS 7/1 G. 6d 3^EDGE/6'FIELD 12"LENGTH 25/32° 8d 3°EDGE/6"FIELD CING BETWEENPROVIDTHE E I/END STUD \ 'h GYPSUM WALLBOARD 5d COOLERS 7'EDGE/I O"FIELD 30"MIN. �J� FOUNDATION AND THE 2 OTHER STUDS REBAR LENGTH ,I �- '^�' WALL TYP. Q FOR ALLOWING 1/2"MIN. 8d 4'EDGE ZONE- 1G"0/C-6"AT PANEL EDGES AND 1 2'AT SILL GASKET HOLDDOWN INSTALLATION Il CONNECT CORNER STUD FROM CORNER HARDBOARD . INTERMEDIATE SUPPORTS IN THE PANEL FIELD TO TRANSFER SHEAR 1ST.FLOOR TO FOUNDATION CONNECTIONS I FASTEN WITH(2) 16d 8d INTERIOR ZONE- 16"0/C-6"AT PANEL EDGES AND 1 2'AT `_v® TERMITE SHIELD COMMON NAILS @ 6"O.C. METAL HOLD-DOWN/UPLIFT ANCHOR •F N Eyy INTERMEDIATE SUPPORTS IN THE PANEL FIELD ���, �� ris� /DBL.SILL PLATESFLOOR SHEATHING (TO OVERLAP JOINTS) ®� SIDEWALL 4a ri � ��1. EFR� ,Q e ENDWALL fr - STRUCTURAL PANELS- I"OR LESS 8d 6'EDGE/12"FIELD FOUNDATION WALL a SHEAR WALL CORNER.CONNECTION �� ft "''k • �� _r CC • Nailing requirements are based on wall sheathing nailed 6 inches O.G.at the panel edge. If wall sheathing is nailed 3 inches O.G.at the panel edge to obtain s„ La 4J PAGE: higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the 111 ,j load SILL PLATES TO FOUNDATION ANCHORING % '__f,` ,, ff ` �1 Z • When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-I Gd nail per foot. CVO. ,7 2j`l ' ' • Corrosion resistant 1 I gage roofing nails and 1G gage staples are remitted.check IBC for adds i cnal requirements. R • CONSTRUCTION DETAILS *WIND LOAD PATH CONNECTION DETAILS DIES W \ NOT TO SCALE �f l ON NEW DORMER RAFTERS: , EXISTING 2"x10" RIDGE TO REMAIN PROVIDE a AC SHEATHING 4" CDX PLYWOOD w/15# FELT, NEW 2"X 8" RIDGE WI EPDM MEMBRANE ROOFING ICE WEATHER SHIELD @ -.SIMPSON CS20 CONNECTOR PERIMETERS 4 VALLEYS AND MEM ALL RAFTERS 1' ^ x8" ARCHITECTURAL ASPHALT ROOF ' ShED R'R j 6"O.0 6" OVERHANG w/ FASCIA SHINGLES TO MATCH EXISTING .aqq — — VENTED SOFFIT TO MATCH ] 9 9 9 9 9 1 NEW 2x6 C.J. C.T. •• 16 O..n�r.r.S — •_-__ CO 7-'0" PLATE HEIGHT ....R 19 ^ O O o az z U 1-3 — 2- 2"X 8" HEADER tu tu Q Z SIMPSON C520 STRAPPING 6'-2" HEADER HEIGHT b 9 CD N n NEW 2"X 4" STUD WALL @ i "OE BATH 'o oSTAIRS z 16" O.C. W/ R 15 INSULATION J w 4 e' CDX PLYWD. SHEATHING w/ o U Q >- HOUSE WRAP 4 SiDiNG TO MATCH 1 ni a na CO 4" PLYWOOD uBFOR L y G) LOi C0 )yam PROVIDE SIMPSON EXISTING DROPPED EXISTING 2"x8" F.J.TO CSI 6 STRAPPING WI 4x2G BEAM w/END REMAIN; PROVIDE R-22 SUPPORTS TO REMAIN INSULATION 4 2 LAYERS 8' FIRE RATED DRYWALL WITHIN GARAGE 0 IaL L z O O EXISTING GARAGE J z w p (3) EXISTING 2"x4"STUD FRAME § • z o EXTERIOR WALLS,SILL, BOLTS, (j f FOUNDATION WALL FOOTINGS � t O - / ALL TO REMAIN z O N. U 1- 0 c0 Lu 0 i r,,....., FOUNDATION, FOOTINGS GENERAL NOTES: SLAB TO REMAIN W FRAMING NOTES: 1 — Z • The information on this set of construction documents is to relate basic design 1.I1 oz intent and framing details. They are intended as a construction aid, not as a U�-y 0 substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center 9 current New York State building codes. The general contractor is responsible for " r( providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation BUILDING SECTION 1)I3J V )J finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA' W Z SCALE: 4' = I '-0" 0 • General contractor to coordinate all subcontractors, scheduling of work and • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include W interaction between trades. squash blocking web stiffeners at bearing points on girders and other load bearing areas N W • The contractor is responsible for ensuring that all work and construction meets DESIGN LOAD CALCULATIONS or exceeds current federal, state and local codes, ordinances and regulations.etc. • Structural Steel ASTM A3G - FY= 36 KSI z These codes are to be considered as part of the specifications for this building plan. Q • All straps,connectors,plates, bolts, nails,etc. are to begalvanized. Designated connectors,straps, U P 9 P MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lbsf) • If in the course of construction,a condition exists which disagrees with that as etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps. etc. are to be EXTERIOR BALCONIES CO indicated on these drawings,the contractor shall stop work and notify the designer nailed/bolted in accordance with the manufacturer's specifications. it the engineer immediately. Should he fail to follow this procedure and continue work, DECKS 40 he shall assume all responsibility and liability arising therefrom. • All floor sheathing is to be 4"AC type plywood,tongue 4 groove and shall be glued and screwed to ATTICS WITHOUT STORAGE 30 • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. the floor joists(C"o.c. edges it I 2"o.c. field) ATTICS WITH STORAGE 40 ROOMS(OTHER THAN SLEEPING ROOMS) 40 • The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-0'max. or mid span of all floor joists with spans exceeding SLEEPING ROOMS 30 responsibility for construction coordinating with these plans, nor responsibility for 8'-0". Blocking is to be installed at all point load bearing points. construction means, methods,techniques, sequences or proceedures or for saftey precautions and programs in connection with the work indicated. There are no • Install double joists under all partitions running parallel CRITERIA POR CALCULATION OF DEAD LOAD warranties for a specific use expressed or implied in the use of these plans. ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. Contractor to provide hardwired smoke detectors, with battery back up,and with • All exterior wall headers to be 2-LVL's as indicated on floor plans 4 sections and all interior ARCHITECTURAL GRAPHIC STANDARDS • headers are to be 2-2"x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double no intervening switches, on all floors and in each bedroom. Verify with local code requirements as per Section R3 17 New York State Residential Construciton Code. jack stud with a single king stud it on exterior walls provide double sill plate(typical). SNOW " Install carbon monoxide detectors as per code. U • Provide insulation baffles at cave vents between rafters and soffit vents as indicated GROUND SNOW LOAD 45 lbs. on plans Z PLUMBING t HVAC NOTES: SEISMIC c.9r • Exterior flashing is to be adequately installed at all connections between roofs,walls, r n" • All plumbing work shall be done by a duly licensed plumber and must conform and adhere chimneys, proJectiorss arid perretratiOris as teetuired by approved constrction practiice5. DESIGN CATEGORY B V to all New York State building codes it saftey requirements. z QD FLOOR PLAN NOTES: WIND L11 r r • If wall plates or joists are cut during the installation of plumbing fixtures or equipment WIND SPEED 120 mph _I r0 contractor must provide appropriate bracing to tie framing back together. • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS EXPOSURE CATEGORY B Q CD • Baseboard heating is to be hot water and zoned. Plumbing contractor is ton • All interior walls to be covered with gyspusm board with metal corner reinforcing. All adequately size the system and place the baseboards in an unobstructive location in each room • z" )-- Z drywall products, including gypsum board, screw,joint compound,tapes it trim shall be U.S. O required to recieve heat. Minimum of one thermostat for each zone will be required. Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final TABLE R3 0 I .G U O } iu Plumbing fixtures to be Kohler brand or approved equal;color to be white,styles as coat to a uniform smooth surface. All walls, ceding and interior of closets to be taped and Z U • spackled, 3 coats, ready for paint. ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS Q Z selected by homeowner. STRUCTURAL MEMBER ALLOWABLE DEFLECTION Z Z l • Mechanical subcontractor is responsible for adheringto all applicable codes and • Interior paint to be Benjamin Moore, walls"antique white"and ceilings white, unless ff � p pp Rafters havingslopesgreater L/180 v saftely requirements, otherwise decided by homeowner. All interior trim mouldings to be high gloss white. OP O than 3/12 with no finished ceiling n CO • HVAC subcontractor to fully coordinate system data 4 requirements with the • Insulation ratings and installation locations as indicated on floor plans&sections attached to rafters W owner and equipment supplier for final review 4 approval. equipment supplier and to provide final system layout drawing and submit it to general contractor, Interior walls partitions H/180 • Interior doors to be solid core wood; style to be determined. Floors 4 plastered ceilings .el- • All bath 4 kitchen area walls and ceilings adjacent to wet areas to have water resistant ti Ne ' ELECTRICAL NOTES: All other structural memebers n drywall, and provide wonderboard for all areas set to recieve tile. DEC k Exterior walls with plaster or - E`, �O yf • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include • Q Kitchen to have granite countertops with ceramic tile backsplash; all baths to have stucco finishr— � . ..- -. . �� installation of fixtures*specifications as indicated on plans. Light fixtures to be supplied by white Cerifiic tile AS Selected by htsmetswner. with n wind ll was- loads -- Lid i..* . w owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install Exteriorcm 41 all outlets as per code. All work is to be done in strict accordance with the New York State Code brittle finishes rZ V- - �i 2 PAGE: by a licensed electrician. All new switches it outlets to be Levition, standard, supplied 4 installed Exterior walls- wind loads with O it"•.•9)72b% /., by contractor. Contractor to do all hook-ups as required for bathrooms. R flexible finishes OFE`'4-T ` 7 . ., ,,,..I