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Home My WebLink About38109-Z Wi{I,t Town of Southold Annex 10/3/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 i�.7Yt/If'1. CERTIFICATE OF OCCUPANCY No: 37189 Date: 10/3/2014 THIS CERTIFIES that the building RESIDENTIAL REPAIRS Location of Property: 600 Rabbit Ln, East Marion, SCTM#: 473889 Sec/Block/Lot: 31.-18-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/14/2013 pursuant to which Building Permit No. 38109 dated 6/18/2013 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: raise dwelling, storm damage repairs, entry decks and second story reconstruction on an existing seasonal one family dwelling as applied for per ZBA#6693, dated 11/21/2013. The certificate is issued to Joanna Chemushka (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38109 7/1/2014 PLUMBERS CERTIFICATION DATED 8/13/2014 King Plumbing&Heating A o ed AnatuKe �iFFci�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38109 Date: 6/18/2013 Permission is hereby granted to: Gray, George & Melhuish, Kathryn Gra C/O Geoffrey Gra 7627 Clifton Rd Fairfax Station, VA 22039 To: Storm damage repair and raise house for flood compliance. p nce. At premises located at: 600 Rabbit Ln, East Marion SCTM #473889 Sec/Block/Lot# 31--18-13 Pursuant to application dated 6/14/2013 and approved by the Building Inspector. To expire on 12/18/2014. Fees: CO -ALTERATION TO DWELLING SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $0.00 $0.00 Flood Permit $0.00 Total: $0.00 mg In 0ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 1V a_q,� ),,O� cif y' \ House No. Street Hamlet Owner or Owners of Property: �(�CA- ny--\ i C'I `Q,� 0 QJ\1/ A Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. ate of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 Q �y"4UNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joanna Chernushka (Grey) Address: 600 Rabbit Ln City: East Marion St: NY Zip: 11939 Building Permit#: 38109 Section: 31 Block: 18 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C-Cat Co License No: 953-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 34 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 19 Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination smoke/co detectors, 1-exhaust fan, 3-paddle fans Notes: Inspector Signature: Date: July 1 2014 81-Cert Electrical Compliance Form.xls SOUr'yo Town Hall Annex ~O Telephone(631)765-1$02 54375 Main Road Fax(631)..765-9502 P.O.Box 1179 G Q Southold,New York 11971-09591 �O �e0 , BUILDING IMPARTMENT - TOWN OF SOUTHOLD -CERTIFICATION Date: /7 Building Permit No. � d Owner: . (Please print) Plumber: po (Please print) I certify that the solder used in.the water supply-system contains less.than 2/10 of 1%. lead. ,- Sworn to before me this `t'►'1 . . day oA20 ` CpNNt 0.OUNcw Notary Publi County. Notary No p1'BU6185050a of W York ()uautied in Suffolk Aprcon 2."J�p Commission EXP 31 - 1 �-��3 TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOU JDATIO [ ] INSULATION �� [✓� FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] PYRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "✓fil� DATE 3 �� INSPECTOR i OF SOUIyo� � . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ J ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ J CAULKING REMARKS: V--a� *do,, le 14/ 1014 � DATE r INSPECTOR ` v TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ FOUNDATION 1 ST [ OUGH PLUMBING [ ] DAT 2ND [ ] INSULATION RAMING STRAPPING [ ] FINAL [ ] CE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODEATION [ ] CAULKING REMARK . DATE INSPECTOR-z 1 OF SOplyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE AL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: La A A DATE INSPECTOR i �o��pf SOUjy�� 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR E /` (� 3►�0F S0UTy0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUG PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [too FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l INSPECTOR c09 4 LHAMA,T SAND 6 GRAVEL, INC.� i �-i 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 December 3, 2013 Ratsey Construction PO Box 398 Greenport,NY 11944 Re: Chernushka Residence—600 Rabbit Lane,East Marion NY PilinpCertification Piling driven for building foundation as follows: • All piling located by builder as per piling plan of Joseph Fischetti,P.E. dated 5/7/13. • Piles used were 10"butt, 1.0#CCA-C treatment, 12ft minimum penetration. • All piles driven by drop hammer,hammer weight of 2500 lbs. Total drop 22 vertical feet in enclosed lead. All piles in excess of 15 ton ultimate capacity based on ENR formula. All piling were driven on August 13-15,2013. OF NEW Y CO o�NO•Hpc O� Respectfully submitted, er743e John D. Hocker, P.E. Csslr�r+�' Vice President F mceiye4 JDH:mgl f "r DEC 00 2013 Tn �; r "r;.� i Marine Construction• est- sspeo • '1•Topsoil•Excavating and Land Development -38101 3r"16w, 51w, SECB PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 6 August 2014 Reference: 600 Rabbit La T F I G - 8 2014 Building Inspector AUG Town of Southold —� Main Road TOM, or rJ�r�oro Southold, NY 11971 Dear Sir, I have inspected the footings for the side deck for the above referenced dwelling, Building Permit#39109 and certify to the best of my knowledge that it have been installed in accordance with New York State building codes. r o. Do—ao BOARD CERTIFIED IN STRUCTURAL ENGINEERING WA OVA PLUMING _ _ -- • r INSULATION P:N' N.Y. I / STATE ENERGY C 0011/11 VA�AM ADDrrIONAL COMMNTS r 't BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.8161 &..8161C DATE: MAY 15,2013 ISSUED TO: KATHRYN GRAY MELHUISH C/O JOSEPH CHERNUSHKA PROPERTY ADDRESS: 600 RABBIT LANE.EAST MARION SCTM#31-18-13 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 15,2013,and in consideration of application fee in the sum of$500.00 paid by Joanna Chemushka/Joseph Chernushka or authorized waiver of Town Board and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to replace a storm damaged portion(140.01 sq.ft.) of the existing dwelling; and elevate the overall dwelling(642.0±sq.ft. "footprint") by 2.3' to result in a first floor elevation of 8.0'; and as depicted on the survey prepared by John T. Metzger, last dated February 25,2013, and stamped approved on May 15,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �� r) PtlTERMMAN D CONDITvI ')*4 ,. .fi The Permittee, Kathryn Gray Melhuish C/O Joseph Chernushka., residing at 600 Rabbit Lane, .. East Marion,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: l. That the said Board of Trustees and the Town of Southold are released from any and all r damages, or claims,for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to'this permit,and the said Permittee will,=at,his or her own expense, defend any and all such suits initiated by third parties,and the sat&Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of K " Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated .y time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was,originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause �: r for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. N 6. That there shall be no interference with the right of the public to pass and repass along the beach between'high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in IA the location of the work herein authorized,or if, in the opinion of the Board of Trustees, n the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice;to remove or alter this work projecthereiri stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 98/25/2014 09:30 6317656641 S❑UTH❑LD TRUSTEES PAGE, 01/01 John M.Bsadeunayw 111,President ��Q 30U�y 'down Hall,t3XM4M Miehoel J.Domino,Vice-President � � 64376 Main Road 79 James F.W Trustee ,No Box k 11 � � SouRhold,New York x19714a69 Dave Ber gun,Trastee les J.Sanders,Trusbee � Telephone(631) -68 1892 files Fox� (921)�sdssa1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1034C Date:AuMt19.2014 TRIS CERTIFIES that the reolacemc�ut d!'storm da ed portion L*1.40sti ft.)of emstinp,dwellings elevation of oversil dwelling 0642sg.ft.footpr:n0 by 2.3' rosultim iii t floorr,elevation of 8' At 600 Rabbit Lane,East Marion,Now York Suffolk County Tax Map#31__f Conforms to the application for a Trustees Permit heretofore filed in this office Dated Fdmaa27.2013-pursuant to which Trustees Wetland Permit#8,I6I Dated Reay 15,2013 and Coxstal Erosion Permit#8161C Dated MAY 15„2013 were issued and conform to all of tlw.c requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replacement of storm dammed taoxtion ft140sg.ft.)of exiatinRg dwellirta:el vAoQ f overall dw ,IiLita42sg ootpx�ttt)by_ 3'rest9ft in a first floor aley1ion Of 8'. The cerfficate is issued to KAIRM GRAY MEWUi3H CIO JOSEPH NERNUSHK owner of the afowtsaid prppecty. Authorized Signature James F.King,President \\of so�ryo Town Hall Annex Bob Ghosio,Jr.,Vice-President 43 � 54 Main Road P.O..Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer OQ Telephone(631) 765-1892 Michael J.Domino � �� Fax(631) 765-6641 y�DUNT`I,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #8161C ApplicanVAgent: Suffolk Environmental Consulting, Inc. Permittee: Kathryn Gray Melhuish C/O Joseph Chernushka SCTM#: 31-18-13 Project Location: 600 Rabbit Lane, East Marion Date of Resolution/Issuance: May 15, 2013 Date of Expiration: May 15, 2015 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To replace a storm damaged portion (140.0± sq.ft.) of the existing dwelling; and elevate the overall dwelling (642.0± sq.ft. "footprint") by 2.3' to result in a first floor elevation of 8.0'; and as depicted on the survey prepared by John T. Metzger, last dated February 25, 2013, and stamped approved on May 15, 2013. INSPECTIONS: Hay Bale Line Inspection & Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: N/A A maintenance agreement is attached hereto and is a necessary special condition of this permit. v� BY: James F. King, President Board of Trustees ')013-M-13 10:41 111-Permits 6314440360 >> 6315375291 P 1/1 Now York State Department of Environmental Conservation Division of Environmental Permits, Region 1 AM SUNY @ stony Srook 50 Circle Road, Stony Sraok,NY 11760.3409 Phono- (631)444.0366•Fax: (831)444-0360 Website:w6w.dec.nv.-cov. LETTER OF NO JURISDICTION TIDAL WETLANDS .ACT March 11, 2013 Ms Kathryn Gray Melhuish cto Joseph Chernushke 845 Bay.Ave. East Marion, NY 11939 Re: 1-4738-00740/00009 640 Rabbit Lane, East Marion, SCTM#1000-031-18-113 Dear Ms. Melhuish Based on the information you submitted, lila Department of Environmental Conservation has determined that the portion of the property which is located landward of the bulkhead shown on'the survey by Anthony W. Lewandowski dated October'1, 1984, which was constructed prior to August 20, 1977(as per 1W Map#722-554)is beyond Tidal Wetlands Act(Article 25) jurisdiction. Therefore, In accordance with the current Tidal Wetlands Land Use Regulations(BNYCRR Part 6611) no permit Is required for work which Is located landward of the bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetiands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(l.e, a 16'wide construction area)or erecting a temporary fence, barrier, or hale bay bean. This tetter shall remain valid unless site conditions change, Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other ag cies or iocl municipalities. S cerely, n Ackerman Deputy Permit Administrator cc: Suffolk Env BOH-TW FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL TO: Suffolk Environmental Consulting(Chernushka) DATE: September 6, 2013 Po Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated August 29, 2013 For permit to amend an existing building permit#38109z(storm repairs)to include second story additions and alterations at Location of property: 600 Rabbit Lane, East Marion NY County Tax Map No. 1000—Section 31 Block 18 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,758 square foot parcel in the Residential R-40 District is not permitted pursuant to Article XXII Section 280-116B, which states,• "All buildings located on lots upon which a bulkhead concrete wall riprap or similar structure exists and which are ad acent to tidal water bodies other than sounds shall be set back not less nt - five(75) feet from the bulkhead." The pLoposed construction notes a setback of 19.1 feet to the existin d. A ed Signa re Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD r1 BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DAT LADED: September 11,2013 TO: Suffolk Environmental Consulting (Chernushka) Po Box 2003 Bridgehampton, NY 11932 �-- Please take notice that your application dated August 29, 2013 For permit to amend an existing buildin permit#38109z storm revair &IM—IM-alling at Location of property: 600 Rabbit Lane, East Marion,NY County Tax Map No. 1000—Section 31 Block 18 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,758 square foot parcel in the Residential R-40 District is not permitted pursuant to Article XXII Section 280-11613which states; "All buildings located on lots upon which a bulkhead concrete wall riprap or similar structure exists and which are adiacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75)feet from the bulkhead." The proposed construction notes a setback f feet to the existing bulkhead. This Notice of Disapproval was amended on September 11, 2013, based on new information submitted by the applicant. ZI---------------- Authorized Signature Cc:File,ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 6, 2013 AMENDED: September 11, 2013 TO: Suffolk Environmental Consulting (Chemushka) Po Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated August 29, 2013 For permit to amend an existing building permit#38109z(storm repairs)to include the demolition and reconstruction of an existing single family dwelling at Location of property: 600 Rabbit Lane, East Marion,NY County Tax Map No. 1000—Section 31 Block 18 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,758 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXII Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five event -five(75)feet from the bulkhead." The proposed construction notes a setback of 19.1 feet to the existing bulkhead. In addition,the construction is not permitted pursuant to Article XXIIL Section 280-124,which states that,on lots measuring less than 20,000 square feet in total size,the minimum rear yard setback is 35 feet. The proposed construction notes a rear yard setback of 28.7 feet. This Notice of Disapproval was amended on September 11, 2013, based on new information submitted by the applicant. ---- -- ------ ------Q e Signature Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 6, 2013 AMENDED: September 11, 2013 AMENDED: October 31, 2013 TO: Suffolk Environmental Consulting (Chernushka) Po Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated August 29, 2013 For permit to amend an existingbg permit#38109z(storm repair)to include additions and alterations at Location of property: 600 Rabbit Lane, East Marion,NY County Tax Map No. 1000—Section 31 Block 18 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,758 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXII Section 280-116B,which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five event-five(75) feet from the bulkhead." The proposed construction notes a setback of 19.1 feet to the existing bulkhead. Please see buildinz department memo, dated October 31, 2013, for explanation of amendment. uthorized Signature Cc: File, ZBA �o,�'oF so�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 002 G � Southold,NY 11971-0959 i 'On BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM To: Southold Town Zoning Board of Appeals From: Damon Rallis, Plans Examiner, Southold Town Building Department Date: October 31, 2013 Re: Chernushka (600 Rabbit Lane, East Marion, SCTM#: 31.-18-13) Please find a newly revised Notice of Disapproval associated with proposed amendments to building permit#38109Z (storm repairs)to include second story additions and alterations. Based on a certification from Joseph Fischetti, the work being done does not constitute a demolition and reconstruction of the existing dwelling but,rather, an addition and alteration as originally noted. A question has also come up regarding the distance to bulkhead being considered by the Zoning Board of Appeals. The original permit, issued by this office, allows the applicant to"reconstruct' the existing sunroom/porch(damaged by Superstorm Sandy)at a distance of 12 feet from the bulkhead and 28.7 feet from the rear property line.No variance is required for this type of"in place, in kind"storm damage reconstruction. Since this is not a demolition and reconstruction, the only setback that requires a variance is the second floor setback of 19 feet from the bulkhead. Please let me know if you have any further questions. Thank you. Damon Peter Rallis Cc: applicant;file,Michael Verity, Chief Building Inspector SECB PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 - FAX:631.614.3516 - e-mail:joseph@fischetti.com Date: 30 October 2013 Reference: 600 Rabbit Lane - Chernushka Town of Southold Building Department Main Road Southold, NY 11971 Area Calculations 1st Floor 20'-0" x 31'-0" = 620 square feet 2nd Floor 20'-0" x 13'- 8 Y2" = 274 square feet TOTAL FLOOR AREA 894 Square feet 75% of 894 square feet= 670 square feet allowed Storm Damaged Porch 8'-7 3/" x 20'= 190.4 square feet 2nd floor reconstruction 274 square feet Total reconstruction 465 square feet SOF NEhy y NF1 �F� 2 0525 SS10�� Ch—kaAmCal—ti d— BOARD CERTIFIED IN STRUCTURAL ENGINEERING FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 6, 2013 AMENDED: September 11, 2013 AMENDED: October 31, 2013 TO: Suffolk Environmental Consulting (Chernushka) Po Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated August 29, 2013 For permit to amend an existing building permit#38109z(storm repair)to include additions and alterations at Location of property: 600 Rabbit Lane, East Marion, NY County Tax Map No. 1000—Section 31 Block 18 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,758 square foot parcel in the Residential R-40 District is not permitted pursuant to Article XXII Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction notes a setback of 19.1 feet to the existing bulkhead. Please see buildins department memo, dated October 31, 2013,for explanation of amendment. Authorize Cc: File, ZBA BOARD MEMBERS OF S�U� Southold Town Hall Leslie Kanes Weisman,Chairperson �� y0 53095 Main Road-P.O.Box 1179 Eric Dantes !G Southold,NY 11971-0959 Office Location: Gerard P.Goehringer G QTown Annex/First Floor,Capital One Bank George Horning '.@►0 �� 54375 Main Road(at Youngs Avenue) Ken Schneider coin Southold,NY 11971 http://southoldtown.noithfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Nov I , Tet.(631)765-1809-Fax(631)765-9064 V n13 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 21,2013 ZBA FILE: 6693 NAME OF APPLICANT:Joanna Chernushka PROPERTY LOCATION: 600 Rabbit Lane(adj. to Gardiners Bay),East Marion,NY SCTM# 1000-31-18-13 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 23, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated November 1, 2013.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, a well h the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The parcel is 6,758 square feet in an R-40 District. The parcel is improved line of with a 2 story frame seasonal dwelling and an accessory frame garage. The parcel fronts Rabbit Lane for 64operty.27 feet to the North, is waterfront to Gardiner's Bay for 53.55 feet to the south, is bounded b an adjoining 118.25 feet to the east and is bounded b another ad'oinin roe line of 115.95 feet to the westrAll as shown on the Survey prepared by John T.Metzger,L.S. dated February 6,2013, last revised Aug.25,2013 (setbacks). BASIS OF APPLICATION: Request for Variance from Article XXII Code Section 280-116(B)based on an application for building permit and the Building Inspector's September 6,2013 amended September 11, 2013 and amended again on October 31, 2013 Notice of Disapproval concerning a permit to amend existing building permit #38109z(storm repairs)to include additions and alterations to a seasonal dwelling, at; 1)proposed construction at less than the code required bulkhead setback of 75 feet. f RELIEF REQUESTED: The applicant requests a variance to construct second story additions and alterations proposed at a setback of 19.1 feet from a bulkhead where the code requires a minimum of 75 from a bulkhead. All as shown on the architectural drawings prepared by Joseph Fischetti, Jr., P.E., Sheets #1feet#2 and #4 dated 8/26/2013 and Sheet#3 dated 9/13/2013 and the Survey prepared by John T. Metzger,L.S. dated February 6, 2013, last revised Aug. 25,2013 (setbacks). ' Page 2 of 3—November 21,2013 ZBA#6693—Chemushka SCTM#1000-31-18-13 ADDITIONAL INFORMATION: The pre-existing seasonal one family dwelling had extensive structural damage g by hurricane Sandy. The foundation and the first floor have been repaired and improved in-place. The pre-existing ceiling height of the second story is not code compliant. The applicant proposes to reconstruct the second story in- place with a code conforming ceiling height. The agent for the applicant submitted an aerial view of the neighborhood showing the request as conforming to the area. Additionally, he provided several variances previously granted by the Board of Appeals to properties in the neighborhood with similar setback requests. FINDINGS OF FACT/REASONS FOR BOARD ACTION: i The Zoning Board of Appeals held a public hearing on this application on November 7,2013, at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of (' the neighborhood or a detriment to nearby properties. Many seasonal dwellings in this neighborhood have similar nonconforming bulkhead setbacks and the proposed second story raised ceiling height will not create a detriment to nearby properties because a number of dwellings on Rabbit Lane have been enlarged to include second stories. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible C for the applicant to pursue, other than an area variance. The pre-existing seasonal dwelling exists in its pre-existing non-conforming bulkhead setback location and any proposed additions and alterations to the second story will require a variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 75%relief from the code. However, the proposed alterations and additions to the second story would not decrease the pre- existing non-conforming bulkhead setback. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the j. Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of raising the ceiling height of the pre-existing second story, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. . RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dantes, and duly ;. carried,to GRANT, the variance as applied for, and shown on the architectural drawings prepared by Joseph Fischetti, Jr., P.E., Sheets #1, #2 and #4 dated 8/26/2013 and Sheet #3 dated 9/13/2013 and the Survey prepared by John T. Metzger, L.S. dated February 6, 2013, last revised Aug. 25,2013 (setbacks). Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. 'i Page 3 of 3—November 21,2013 ZBA#6693—Chemushka SCTM#1000-31-18-13 Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.- Ayes: Members Weisman (Chairperson), Goehringer, Horning, Schneider, Dantes. This Resolution was duly adopted(5-0). C Leslie Kanes Weisman,Chairperson Approved for filing 14, /2013 i I k i i I I i U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION Al. Building Owner's Name JOANNA CHERNUSKA A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. 600 RABBIT LANE City EAST MARION State NY ZIP Code 11939 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-31-18-13 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.41 DEG 07MIN 27SEC Long.72DEG 19MIN 55.5SEC Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage _ sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State SOUTHOLD,TOWN OF 360813 SUFFOLK NEW YORK B4.Map/Panel Number B5.Suffix B6. FIRM Index Date B7. FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 36103CO177 H Effective/Revised Date Zone(s) AO, use base flood depth) 09/25/2009 AE EL 6 610. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 8.6 ®feet ❑meters b)Top of the next higher floor __ ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) __ ❑feet ❑meters d)Attached garage(top of slab) __ ❑feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 9.0 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4.7 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 5.7 ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 4.7 ®feet ❑ meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION _. This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information./certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a/ A � ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No e n, Certifier's Name JOHN T METZGER License Number 49618 _ " R t }„ : Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS f, r T , ..F• ' Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 Signature Date 09/18/2014 Telephone 631 765-5020 .__. FE m 086-0-33(7142)0' See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 600 RABBIT LANE City EAST MARION State NY ZIP Code 11939 Company MAIC Number: SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature Date 09/18/2014 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items EII-E5.If the Certificate is intended to support a LOMA or LOMB-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Poiicy Number: 600 RABBIT LANE City EAST MARION State NY ZIP Code 11939 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE,page 4 Building Photographs Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 600 RABBIT LANE City EAST MARION State NY ZIP Code 11939 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. FEMA Form 086-0-33(7/12) Replaces all previous editions. H T. TERRY 1 Iti tick y :G l nn I( rll. 5-11)95 A1arl' JVM�' N .'�. P.O. nux 1 170 TOWN CLERK �� I ':.,��1 Snulholrl. NcV., Turk 1 ItEC15rRAR OF VITAL,STAT1511CS �!�A �� U, Fix 0 101 7155-I R M �1 ARRIAOF OrrIC1:R _ �� Tcicrhonc 1511,1 765. 1 nN RECORDS MACEMENT'OFFICER �� FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations ,s of, the Code of the Town of Southold: "Floodplain Development. Permit !/pplication" FD P(93) ] , and ;'Certificate of Compliance fysr Devellc%pment in /Special Flood Hazard Area [L/C(93) ) . ' it BEG. OcPT TOW:4 OF SOLMiOLD Judith T. Terr Y Southold Town Clerk August 25, 1993 i . i •1 APPLICATION w_ PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sien): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if oo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives cons enIE . ocal Administrator or his/her representative to make seasonable inspections required to verifye. 8. >~THE APPLICANT,CERTITALL STATEMENTS HEREIN AND W ATTACHMENTS TO _ THIS APPLICATION ARE, BEST OF MY KNOWLEDGE,TRUE AND ACCURA . (APPLICANTS SIGNATUR �i (SECTION 2: PROPOSED n�c completed by AP 1CAN1n NAME ADDRESS TELF—PHON APPLICANT6,eQ DD IUB t BUILDER I?NcrrfEER �-d5� y /�S G , / h � 76� PROJECT LOCATION: • To avoid delay in processing the application, please provide, enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known Landmark A sketch attached to this application showing the project location would be helpful. FDP(93) 1 • t APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all appbcablc boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure AResidential (14 Family) O Addition O Residential (More than 4 Family) YARcratiou O Noo-residential (Floodproofwg? O Yes) ❑ Relocation ❑ Combined Use (Residential & Commeraal) O DemoGtioo' ' P O Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- O Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) j O Roar)i Street or Bridge Construction O Su//F vision (New or Expansion) / / O fr,; idual Water or Sewer System / G Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhfIMSTRAT10k) The proposed development is located on FE-M Pancl No. , Dated The Proposed Development: O Is UlQI located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). �Is located in a Special Flood,�Iazard Arca. FIRM zone designation is /�- loo-year flood elevation al the site is:' Ft. NGVD (MSL) ❑ Unavailable The proposed development is located to a floodway. FM Pancl No. Datcd ❑ cc Sec ion 4 additional instructions aa SIGNED DATE �Y / : APPLICATION ?Y PAGE ] OF 4 SECTION 4: ADMTI NAL INFORMATION REQUIRED To be completed by LOCAL ADMINISTRATOR The applicant must submit the documents checked below before the, application can be processed: O A site plan showing the location of all culling structures, water bodies, adiaeent roads, lot dimensions and proposed development. O Devclopmen( plans,drawn to scale, and specifications,including where applicable: details for anchoring structures,proposed elevation of lowest floor(including basement), typms of water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plaips showing the extent of watercourse relocation and/or landform alteratiot— O Top of new fill elevation Ft. NGVD (MSL). ForNGVD O Floodproofing protection Icvcl (non-residential only) Ft: (MSL). floodproofed structures, ppGcant must attach certification from registered engiineu or architect. / O Certification from a-registered engineer that the proposed activit�in a regulatory floodway will not result inany increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other. SECTION 5: PERMIT DETERMI ATI N e completed L AL AD INl RAT R I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law 0 , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals. . APPLICATION PY PAGE 4OF4 APPEALS: Appealed to Board of Appeals? O Ycs ❑ No Hearing date: Appeals --- Approycd? El Yes Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement rq Coastal High Hazard Areas• bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)- . , NOT' : Any work performed prior to submittal bf the above information is at the risk,& the Appl;:cant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL A-DN11NISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCEM be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: f 11 1 - I 1 � Attachment B j BAMPiLE / CERTIFICATE.11 PF COMPLIANCE / for Development in a Special Flood Hazard Area I ' TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (nWNE- MOIST FETA IIS-THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NCW BUILDING O EXISTING BUILDING O VACANT LAND - ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A- OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , I9_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC ( 93 ) Town of Southold Erosion, Sedimentation A Storm-Water Run-off ASSESSMENT FORM M[OPERTY LOCATION S C r li Nk THE FOLLOWWO ACTIONS MAY RJW1lIRE TME 811e1111HO N OF A yp� 1000- 031- 18 - 013 FLAN ZT– SCOPE OF WORK - PROPOSED CONSTRUCTION rrEM# / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Paroels? 1 Wpl Oft Project Retain M ftnn-waisr MrkW (InducIe TowArea o(aN Perceb boated within 0.16 acres Generated by a Two(27 Inch Rainfall on Sha? the Scope of Work for Proposed C.orwtnxtion) Q b. What is the Totat Area of Land awkV (&F.r ) construction activities as wel as all X wKft(bound Disturbenhce for the proposed <0.2 acre. She improve and the permanent creation of construction acWMyt Impervious surfaces.) r Aaw) 2 Does to Site Man andbr Survey Show M Proposed PROVIDE BRIEF PROJECT DESCRWnON (f+raNaAdaeonrlPeerseeWeearq DreirMe Sbuctufes Size&Location?This X a Item shg trhchide eN Proposed Grade Charges and Applicant proposes to replace the 2°d story of the Slopes Corhtrollfhg Surface Water Flow. existing dwelling with a similarly sized., two foot 3 Does the She Men andbr ftm descfe are erosion taller 2nd sto�' control she erosion in order to meet code. Furthermore, aid e�'n1eSe8�'" used to X ion and storm wafer disdiarges. This the first floor of the dwelling has been hem rnust be ma ntairhed throughout the Entire reconstructed due to heave structural damage Construction Period. from Hurricane Sandy. 4 WE Oft Project Require any Lard Filift.Gradirhg or Excavation%*A a there is a charge to the Natural Existng Grade Imrolvi%more than 200 CuNc Yards X of Material within arhy Parcel? 5 WE this AppNcaton Require Land Disturbing Acdvidees Enoo npasskhg an Area in Exoess of Five Thousand ❑ X (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Naturat Water Course Rthr nkV through the She? Is tlhb Project within the Trustees Jurisdiction a — Osrarm OEC $V"" or within One Hundred(100')feet of a Wetland or Subrrhlalon d e MPPP b h eghrind for all Construction acdvfts kwdvrg sol Beach? dislurbences d aha(1)«mon acres. inckbinp ddbhxbarhoss d Isss tan ens ecus tat 7 WIN trete be Site preparation an Existkv Grade Slopes ars part d•Inpsr oonhnwn pW►eat vara ultrrrntey dbaab are or mss saes d lord; which Exceed Fifteen(15)feet of VeAicaf Rise to X indualnp CwwtnX n adivltles irhwkhg sol diskabences d less sen ahs(t)acro where One Hundred(100')of Horizontal Distance? — the DEC has dNamhI that a SPOES perm*Is required fa worm wale discharges. (SWPPP`a tNa11 ased to ramous a Raqulnmahb oras SPDES Oen"Pana 8 WE Driveways,PaftV Areas or other Impervious foratom waw Discharges tram Censirueeon ace ft-ftm*No.OP4 40-M.) Surfaces be Sloped to Direct Storm-Water Run-Orf 1.The SWPPP sihel be prepared prior to the submMel d the N01.The Not shed be Into endbr In the direction of a Town rVW-wW EX a11' --ad No to Dapatbfhera prbr lo to comnowanum of awabvction acWNy. 2.The SWPPP shss dssaDe the erosion and sedYnent ambd 11 r-o 1 and vAhare 9 Will this Project Require the Pboarnentof Material, reghM4 pest-ccnslr cn sone wrier menegeawN p ecicas OW wit be used andbr Removal of Vegetation andbr the C4nstruc6ah of ery X conMnwNd b reduce the pokitents In storm water dtsdharpa and b aware Item Within the Town RigM�Wey ar Road Shoulder — oanEy l -wlhh so Mma arhd aorhdlb i d chis gena.bl sddltlon,ea l b N ath a Area?(�hos M NOT mduse site s asessm d OAww"Aprsaa) iderMMy pdrrhtW sohrross d pdhheorh hhAhichh rhhay rsasonsbly los e�ocMd b arfacr hits qudly d Norm waisr dacarg s. NOTE: Nf Any Arhawsr to ameden One dwo gh Nara is Answered with a Check Mark 2.AN SWPPPs that nghhYo to Past-consbuction dorm water transparent pracios in a eau and the oo --9- cm on NhdoCorthpn shelbe prapered by*gus/ied Design Prokeskm Licensed in Naw York a abm4Vdw.QnsdIs ,OraI g &01 - I, Omhbsi Phn ieft qulred by the Town d Md Is IahosMdo 61 In to prYhcpbs and pre Ak I of Stam vftw Marapana+t Soulbehl ahs fait be Submalued for Randsw Prior to Iearrarh. of Any Sut4rp ftn (NOTE: A Check bark(4)ah No Ain-w for Mdh Qrnaon Is RewAred for a 0, 01 o AhhPkedon) SLATE OF NEW YORK, SUFFOLK COUNTY OF...........................................SS BRUCE A.ANDERSON @ SUFFOLK That I,........ENVIrRONaLSN)G.INC: being duly sworn,deposes and says that he/she is the applicant for Permit, ........ ..... .N ....... AGENT And that he/she is the ......................................... .............................................................. ........................................................ loaner.Ca kedw,Aped.C"wele OMm.etc.) 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 he Sworn to before me this; ..............r.... ..... f...... 2015 Notary Public: . ::... hew D. (vans Notar;, u.: w'YatK' (SignMoreofAppleare) FORM - 06/10 in Suffolk County" Commission Expires January 22, 20lt o��Of�jyo 54375 Main Road Town Haff Annex Tdephow(631)763.1802 P.O Boas 1179 roger. ' .8Ot1# .ny.us Southold,NY 119710959 �ilNt'I. BUR DING DEPARTM qT TOWN OF SOLITHOLD APPLICATION FOR ELECTRICAL INSPECTION [REQUESTED BYr'�,VDom; o�mpany Name: C,-� me: - - -- - - - - _ - -- License No.. Address: Phone No.: 3 3 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: ca 0c) • 4- Q.%Vl% • *Goss Street � *Phone No.. _C e' �— Permit No.. 3 ce-3 1 Tax Map Disbic 1000 Section: 3 I Block:—_ Lot 1. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please-Circ le All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certlficcate: YES Temp Inkrmadon(If needed) *Service Size: 1 Phase Whose 100 Q 200 300 350 Opp Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for trtspecUM Forth t N SURVEY OF PROPERTY A T EAST MARION klk s ��` TO TSN OF SOUTHOLD b ` SUFFOLK COUNTY, N. Y. 1000-31-18-13 SCALE: 1'=-20' +� 9 � FEBRUARY 6, 2013 (� FEB. 25, 2013 lreyklonl zti' it X16 V\ SPS APPROVED BY s Z BOARD OF TRUSTEES M �o TOWN OF SOUTHOLD E (C� E I V E DATE -51161 13 FEB 2 7 2013 Southold Town 3 and Trus'o s Zo• 0"3` o RAIN RUNOFF CONTAINMENT HOUSE 8 GARAGE -952.s At. � �, �• �c� , 5 952 x I x 617' 162 cuff. k 51• To. f provide 2 DRY WELL 8'0 2 Deep y , kk 0� / x�' or equal " F / O REPLACE STORM DESTROYED ��y •� � SECTION OF EXISTING DWELLING IELEVATE HOUSE TO FINISHED FLOOR < TO ELEVATION 8 NAVD. rya0 4 AREA=6 758 SO. FT. TO TIE LINE - F ELEVATIONS REFERENCED TO N.AV.D.'88 FLOOD ZONE FROM FIRM RATE MAP Oak EIV:'y°§ NO. 49618 MAP NUMBER 3610300177 H SEPTEMBER 25, 2009 ANY ALTERA7701V OR ADDIT70N TO THIS SURVEY IS A WOLA TION -WC-0—NIC YORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77OV 7209—SUBDIVISION 2. ALL CERTIF/CATIONS P.O. BOX 909 COASTAL EROSION HAZARD LINE FROM COASTAL ■ —MONUMENT HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF EROSION HAZARD AREA MAP PHOTO N0. 48-636-83 ■ =REBAR WHOSE SIGNATUREI APPEARS HEREON.IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD, N TRAVELER 11971 r 13-116 N SURVEY OF PROPERTY 40 AT EAST MARION T_ � TOWN - OF SO UTHOLD \ CO, SUFFOLK COUNTY, N. Y. - Test Boring by McDonald Geoscience N x�9 N y 1000-31-18-13 3/01/13 _ O SCALE.' 1 20 EL 4 o y T .3 � •� FEBRUARY 6, 2013 � xti`� at3�. FEB. 2O, 2013 lre"dW � Ir11 LOAED M AND �•�,�9 � ,4UG ; 2013 (low ow BACKSI 3.8 EL 0.5 �Pt" � � � .� , WATER W MM \ �' 7' WATER IN BROWN .1P BOG PT 8' A WATER IN BROWN tib J4� G { ® '•i 0.. / :51ea CLAYEY SAND O P y `'o Sc h6Fy 1 �� k5 <`� # alai d9Z 9' 0P k3 J 1' x 9 2 s,uawn�oP pannalna�Ieuld 2 / tI9Z uam Adoo;daa 6PI9 BROWN FINE TO �i� \ COARSE SAND sW yaps `fi �1'r �� a� i �a►r� RAIN RUNOFF CONTAINMENT 17 +'�r cP t HOUSE 8 GARAGE -952 'sq•ft. 952 x I x 0.17'= 162 cu.ft. �k• 5 2°' / provide 2 DRY WELL 8'0 x 2 Deep or equal O . Bldg Dept copy fro t� �w� F,0 Final reviewed dorume �m ZBts 3 ` d � �' 26A # E REPLACE STORM DESTROYED ti �g' ti el \ SECTION OF EXISTING DWELLING �� . a� �- �` Date:File ELEVATE HOUSE TO FINISHED FLOOR / TO ELEVATIONS NAVD. �y� / / z O F N: Lv Y - gyp;'�� `� +�� 7 �. - �•'-�� AREA=6,758 SO. FT. oP� y�� : TO TIE-LINE ELEVATIONS REFERENCED TO N.AV.D.'88 FLOOD ZONE FROM FIRM RATE MAP - NO. 49618 MAP NUMBER 3610300177 H SEPTEMBER 25, 2009 ANY ALTERA710N OR ADDIITON TO THIS SURVEY /S A VTOLA77oN ECONIC MORS, P.C. OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. 631 765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS COASTAL EROSION HAZARD LINE FROM COASTALHEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 IN =MONUMENT SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET EROSION HAZARD AREA MAP PHOTO N0. 48—fi36-83 9 =REBAR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 13-116 N o 40 SURVEY OF PROPERTY , �� a A T EAST MARION TOWN - OF SO UTHOLD T_ bks` SUFFOLK COUNTY, N. Y. Test Boring , 1000-31-18-13 by McDonaid Geoscience x39 Z ,.-20, 3101113 _ J' o SCALE.' 1 - o EL 4.3 �'Q� ••� D FEBRUARY 6, 2013 lrIgCED SAND AM 0 9+ x'1 a�1 FEB. Z,5: 2013 OvWWw) 3.8 LOAM EL 0.5 �� `ON AUG 2 , 2013 (SETB�S) os, WATER IN FIXED s y SAND b WATER IN BROWN BOG PTSk t ZZ WATER IN BROWN tib J4�J I ®m�� 0. CLASYEY SAND x ' 9 WATER W PALE BROWN FINE TO 2y , � COARSE SAND yam 1 f �►le RAIN RUNOFF CONTAINMENT HOUSE $ G RAGE -952 Sq:ft. 952 x I x1 ' = 162 cu.ft% provide 2 DRY WELL 8'0 2 Deep or equal x � O + REPLACE STORM DESTROYED SECTION OF EXISTING DWELLINGO� G� ,. ° tLEVATE HOUSE TO FINISHED FLOOR < TO ELEVATION 8 NAVD. �y� l °x0 A / gh ut ev IN AREA=6,758 SO. FT. aP�P`� TO TIE-LINE • ELEVATIONS REFERENCED TO N.AV.D.'88 FLOOD ZONE FROM FIRM RATE MAP - N. Y.S. UC. NO. 49618 MAP NUMBER 36103CO177 H SEPTEMBER 25, 2009 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION JECONIC YORS, P.C. OF SECT70N 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS P.O. BOX 909 COASTAL EROSION HAZARD LINE FROM COASTAL ■ =MONUMENT HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF EROSION HAZARD AREA MAP PHOTO NO. 48-636-83SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET • =REBAR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 13-116 DEMOLITION Any,removal of a structpre or portion thereof that exceeds 75% of the total square footage of the existing structure before the start of Temoval. [Added 4-24-2012 by L.L. No. 6-2012] 33'J r -7 1 b •�� " --7 �-- Is OWNER'S ENDORSEMENT (TO BE SIGNED IF APPLICANT IS NOT OWNER) STATE OF NEW YORK) COUNTY OF SUFFOLK) SS: JOSEPH CHERNUSHKA being duly sworn, deposes and says; I reside at: 845 Bav Avenue; East Marion In the County of Suffolk and the state of New York and I am the (owner in-fee) (officer/agent of the Corporation which is owner in fee) of the premises described in the foregoing application and that I have authorized. SUFFOLK ENVIRONMENTAL CONSULTING INC. to make the foregoing application as described herein. a momi' Signature If Corporation,name of corporation and Officer r�- Officer's Title Befor me, this.day of a 2013 Not ublic Matthew D. Ivans Notar, Pu,.lic , l F York No 8 9 QUaIIiIGC it 1,ufIlolk County Commission Expires January 22, 20/ MARTIN D. HAND, L.S. Licensed Land Surveyor 26 SIL VERBROOK DRIVE FLANDERS N.Y. 11901 Wem6er.Nassau Suffo f Civil Engineers,Inc. New TorkStateAssociation of TmfessionarLandSumgors Consultants: MOM—(631)369-8312 Donald M.Hand RE TAX—(631369-8313 Licensed in N.Y.,N.C.,Fla&GA. Kathleen M.Hand RE Licensed in N.Y.,N.J.&NV. Date: June 12, 2013 Name: Suffolk Environmental Mr. Matt Ivans Re: SCTM # 0900-32-01-24—Peconic Bay Avenue, North Sea. We are pleased to submit this proposal for land surveying services in conjunction with the above referenced parcel. Scope Work: Metes and Bounds Survey showing all improvements and encroachments, topography in NAVD 1988 Datum: $1,100.00. Plot current flood zone: $275.00. Sanitary concrete retaining wall design and engineer's signoff. $650.00. We will use test hole, adjoining well and sanitary locations, existing sanitary location and any other pertinent information. • Quotation good for 6 months from date above. • Proposal must be signed by parties that will be responsible for payment • This quotation does not include any electronic files. Time of Completion and Retainer: We require a retainer of$600 to proceed with project. We estimate we can complete initial survey work in 7-10 business days from receipt of retainer and signed authorization to proceed. Very Truly Yours, Martin D. Hand Accepted by: Date: Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President June 13, 2013 Ms. Pat Conklin Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Re: MELHUISHProperty Situate: 600 Rabbit Lane, East Marion, NY SCTM#: 1000 - 31 - 18 - 13 Dear Ms. Conklin, Tin's Firm represents Ms. Kathryn.Gray Melhuish (c/o Joseph Clicrnusklia), owner of the above referenced property, who is seeking all regulatory approvals to repair his property which was severely damaged by Hurricane Sandy. In order for lim to do so, Ms. Melhuish has contracted us to obtain a building permit for the reconstruction of parts of the dwelling which were washed away in the storm. Consequently I have attached the following to satisfy the requirements for a building permit application: • Application for Building Permit from the Town of Southold. • Application for Certificate of Occupancy from Southold Town • Three [3] copies of the proposed Building Plans for the portion of the house to be reconstructed, drawn byJoseph Fischctti, P.E., dated May 12, 2013 • A copy of the Survey of the subject property, drawn by Pccomc Surveyors, P.C., last dated February 25, 2013. • Owner's Endorsement signed by Joseph Clicrnushka authorizing Suffolk Environmental Consulting to act as his agent. • A copy of the Southold Town Trustees'Wetlands Permit for the proposed repairs. • A copy of the New York State Department of Environmental Conservation's Letter of No Jurisdiction regarding the above property. • A Check to cover the requisite application fees. Thank you in advance for your attention and consideration in this matter. If you have any questions or concerns regarding this matter, please do not hesitate to contact this office. Sincerely, James F. Laird cc.J. Cliernushka Suffolk Environmental Consulting, Inc. Newman Village, Suite E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S., President June 14, 2013 Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Attn: Connie Re: MELHUISHProperty Situate: 600 Rabbit Lane, East Marion, NY SCTM#: 1000 - 31 - 18 - 13 To whom it may concern, As requested, enclosed herewith please find a extra copy of the Building Plans already on file with your Department. Sincerely, Bruce A.Anderson JUN 7 2013 BlD!�_DEPT. Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President Hand Delivered August 23, 2013 Damon Rallis Southold Building Department P.O. Box 1179 Southold, NY, 11971 Re: CHERNUSHKA Property Situate: 600 Rabbit Lane, East Marion, NY SCTM#: 1000 - 31 - 18 - 13 Dear Mr. Rallis Tlus firm represents Mr.Joseph Chernushka,who is seeking to reconstruct the existing 2 story of his residence. The roof will be reconfigured to better comply with code. Accordingly we request a Letter of Disapproval from your department advising us the required regulatory permits necessary to undergo the proposed improvements. For your review I have enclosed the following: • A Town of Southold Building Permit Application for the above referenced property; • A copy of the Survey of the above referenced property, prepared by Peconic Surveyors P.C. last dated February 25, 2013, showing the existing conditions on the subject property • A copy of the Building Plans for the above referenced property, prepared by foseph Fischcmr, last dated August 14, 2013 • A Check for $50 made payable to the Town of Southold to cover the requisite application fee We look forward to your regulatory appraisal of the subject property. If you have any questions or concerns regarding the above application, please do not hesitate to contact this office. Sincerely, Jame . Laird cc.J. Chernushka Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street,P.O. Box 2003, Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President Hand Delivered August 29, 2013 Damon Rallis Southold Building Department P.O. Box 1179 ' 2 9 , . Southold, NY, 11971 I PT. Re: CHERNUSHKA Property rHotD Situate: 600 Rabbit Lane, East Marion, NY SCTM#: 1000 - 31 - 18 - 13 Dear Mr. Rallis This firm represents Mr.Joseph Chernushka,who is seeking to reconstruct the existing 2' story of lus residence. The roof will be reconfigured to better comply with code. Accordingly we request a Letter of Disapproval from your department advising us the required regulatory permits necessary to undergo the proposed improvements. For your review I have enclosed die following: • A Town of Southold Building Permit Application for the above referenced property; • A copy of the Survey of die above referenced property, prepared by Peconic Surveyors P.C. last dated August 25, 2013, showing the existing conditions on the subject property • A copy of the Building Plans for the above referenced property, prepared by joseph Fischettt; last dated August 26, 2013 • A Check for $50 made payable to die Town of Southold to cover die requisite application fee We look forward to your regulatory appraisal of the subject property. If you have any questions or concerns regarding the above application, please do not hesitate to contact this office. Sincerely, James F. Laird cc.J. Chernushka :PQ$aD(Mj Gresop it-NY41914 PhED&AM-aMWO • f9ax X --4Tf-3 W Umm 0 20-428-H1 Fiax SW FIN cc! M Uago t 0 Aw Now Ilow 0 PkCaa.n. CI.MMe WO MOPIY ©Pl ass I8WJOI. r74w y .6 u � DEC - 5 2013 pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 012 P.O.Box 1179 G �O Southold,NY 11971-0959 1�IV UNT BUILDING DEPARTMENT August 12, 2014 TOWN OF SOUTHOLD Joanna Chernushka 845 Bay Avenue East Marion, New York 11939 RE: 600 Rabbit Lane, East Marion NOTE: A final construction elevation certificate is required before the Certificate of Occupancy can be issued. TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38109-Z repairs and raise dwelling PQ Box 398,Greenport, NY 11944 Phone:631477-0979 ' . - Construction Fmr 831477-3600 License#20428-HI ftx To: 6/-7n i t 6, r" � .ES. Frorm L r Fait '�� S� ��'S O " Pages: Phones ? 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""" ""' J X Lh LEDGER BOARD TO BE FASfENDED 1� 2X4 STUD WALL @ 16"OC " 1 1 /+r TO BUILDING WITH TIMBERLOK® 1 1 \` O SELF-COUNTERSINKING SCREWS " z (2SCREWS C16"o.C.) _ - ---4X12 GIRDER----- -----4X12GIRDER ---- __---4X12 GIRDER-- - O ? '� ® --------- ------------------- - --------------�" O d SCD 3/4"SUBFLOOR __ _ z ' U) � 1 1 0 EXISTING ZxgRx�w°� ---------------------- -------------------- ----- 1 ; STOOP Lui L 1 SISTER/ADD 2X10 DF#2 ' ' O T EX.WALL TO BE REMOVED TO EX.FJ @ 16"OC JWE1JF11 REPLACE w/NEW BEAM 51_01 CL .r 7r REBUILD- � EXISTING EXISTING 61-x}1/2" 6'-5" 61-41/211 000 5„ j 201-011 51, SIMPSON TSP EVERY RECONSTRUCTED OTHER jf IST(TYP.) S EFS 9•Q- FIRST FLOOR --- FOUNDATION PLAN E PROJECT NORTH _ N W 2X10 SISTERED TO 2X6 F)Q16'-OC _ SCALE: 1/4" = V-0" N DRAWN BY: ]F NO CHANGE IN GRADE ELEVATION Friday, September , 3, GRADE EL.4.5' D � O Q N� SCALE: 1/4" = 1'-0" � 0 SHEET NO: 10"dia.PILE 15 TON ULTIMATE CAPACITY(TTP.) PR0POSED CROSS SECTION. 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FLOOR PLAN a SCALE: /4 -— SCALE: 1/4" = V-0" s E PROJECT NORTH S N E PQ OJECT NORTH IrN DRAWN BY: JF Friday, September 3 F NEIy , SCALE: 1/4" = 1'-0" " SHEET NO: z ; . 05 FESS% WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Z 0 USE TPE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACPIEVE MAXIMUM UPLIFT LOAD CAPACITY. H Q KING STUDS W ENDWALL RAFTER WALL STUD CRIPPLE STUD Q 0 BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB W DOUBLE JOIST M SIDEWALL RAFTER D JACK STUDS 0 w FLOOR USP NUMBER DESCRIPTION APPLICATION �J, 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ^ ^ ANCHOR TO FOUNDATION W/ANCHOR BOLTS ui BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT W CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20 a STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH 2)JOISTS.UNDER WALL. I�••I � ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH 9 9 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER ( 1-� P4 THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC � Z WALL STUD THROUGH-ROOF EXHAUST w VENTS SELECTED ANDC- METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Z a RIM BOARD CHIMNEY V TILATION ~ w RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN J VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION _ ui TOP PLATE BLOCKING - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @4g"OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS 4'-8' LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS �� SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT Q ON ALL OPENINGS ,��, PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. $QEEITED EAVE 0 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS f GAP TO PREVENT CAPILLARY 4"=6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER ��'///•�� INSTALL 4'0"0 C / ``'�• ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND �/ 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS �. 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL , - t 2ND.FLOOR WALL OF FLASHING • U) ROOFING LAPS BASE FLASHING 4INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE LAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES r THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDERIHEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36'18 a.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION PRE-MANUFACTURED 9 LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONNECT EACH RIpGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH KEEP SHEATHING MIN.1-1/2" RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'D"O.C. FROM PEAK TO ALLOW FREERAFTER TO PLATE OVER RIDGE THE PROPER STEEL CONNECTOR. TO AIR PASSAGE 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM E SLOPE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS W ON ALL OPENINGS PLATE/WALL SPT STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS PLATES TO EACH STUDOF L DBL.SILL PLATE TERMITE SHIELDSU5FLOOR SILL GASKET r WOOD JO STS yJ z to Z tO CONC.SLAB NEOPRENE i )p W Q N TVP.CONC.FOUNDATION C A 6 MIL.POLY GASKET �� 2x6/2x8 CONTINUOUS WOOD PLATE _I X J DAMPPROOF EXTERIOR v, i s GRANULAR FILL ' BOLTED TO STEEL BEAM WITH Q m O CSO 6MiL POLY ON EXTERIOR v \, � � � v STEEL COLUMN I 4 I 1/2 " DIA. BOLTS o 48" o.c. STAG, Z A a ° a p` ROOF JACK � 0 PCONCSLAB Q M e ^ ` . d \`= ° v // I I(�� ` u u STEEL BEAM a0 (o 4 C ! COMPACT FILL o ,D �� 4" x 1/4" x 8" STEEL � ... p n ` ROOFING LAPS �� TOP AND BOTTOM PLATE V J KEYWAY FOOTING o v n • ° d ° FLASHING AT I WITH 1/2" x 6" ANCHOR BOLT W e ', n CONC.FTG. p USE WITH 3x3 SQUARE WASHEERS SIDES AND TOP LL . a ANCHOR BOLT CONNECTION 1/2" GROUT,� - (USP LBPS58 OR BP583) � O p REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT - 3"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION - I I N SUPPORTING MAXIMUM SPACING FLASHING LAPS C 1 KIPSJ LL SILL PLATE TO FOUNDATION ROOFING AT BOTTOM _.-- CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL LONG.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS t VENTS DETAIL CONC.SLAB SUBFLOOR 6X6 10/10 WWM DOOR FRAME COMPACT FILL DOOR iR� --JOIST USE 2X8 FOR BLOCKOUT STEEL BEAM •:; 4" sLA6 ' P.T.PLATE W/6X6 WMM � SLOPE DRAWN BY: IF 1/2"AIR AGE �` I e 4'0RIVEWAY—Mw. NOTCH JOIST AND ADJUST HEIGHT a' AT END AND �, ��j`I 1/2� . ' e ;, .. : (WITH A NAILING PLATE IF NEEDED) GRADE -"--u--"--zr--"--� G-C'4 DES OF WOOD o'A D u O �. i •• , . TO BE APROX.1/2"OR HI R THAN a ��f 4 ' a • a • a o BEAMS ° ° STEEL BEAM TO ALLOW FO S NKAGE Friday, September 12" = 6X6 W.W.M. r o o =�11 d D • D• A _ (PROVIDE STRAPPING TO KEEP DIST A MIN. c 'v c a e D n C'4 l)'o /!' A O ° n i n • q REINFORCING BAR o NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM I • ° �� REINFORCING BAR . NOTCH EQUALS 1/4 DEPTH OF BEAM °D C °,e' I I—I I J•�„� SCALE: 1/4 = 1 -0 DRAIN TILE I� I °•° - 4 ° V 12" o e° SHEET METAL/30*FELT UNDER BEAM AT POINT L� c s 3 OF CONTACT WITH CONCRETE OR CONC.BLOCK * v rr TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)*4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . ° SHIMS TO LEVEL BEAM TED AM) SHEET N O" REINFORCE FOOTING WITH(2)*4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT � 2 r BEAM POCKET No•05Z6� �? 310 Z O H F_ a WIND FRAMING NOTES NAILING SCHEDULE FLAN CONTENTS: GENERAL NOTES W 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL NAIL NAIL - -- x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT Q TOP PLATE 10'WALL:4-@d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 4-8 COMMON EACH TOTAL SCI. FT. OF CONSTRUCTION Li and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION GODS AND (n State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SSG HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES O W OVER PARTITION WFCM-SBC LAP NAIL EXT, 5ALCONIES 60 = Z 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL 40 W Z These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2_gd COMMON EACH TOE ATTICS w/ STORAGE 20 �3 �1 O accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 Q N-+ ~ P4 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). )• TO RAFTER END NAIL I� First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped underNAIL NAILE..1 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING V 0 CAINOTES GAURDRAIL$ (ANY DIRECTION) 200 t�fRr precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt V TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY Z � specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION H W 5).Refer to the Window and Door schedule for exterior openings. comers_ TOP PLATES AT 4-16d COMMON JOIN7S FACE (ROOF - FOUNDATION) DETAIL PAGE E GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE _ I 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24"' FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.G. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE w attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,andSym HEADER TO 16"O_C. FACE FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Q in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4(STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6(STUD NAIL ENERGY CALCULATIONS RESCHECK Q 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST,BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 Z END JOIST OR BLOCKING O 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000pst) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES Q QTY. SPACING 20 SLIGHT TO 20 LBS. 110 B SEVERE 3 FT. 11 NONE 2.4.4.2 and 2.2.4 respectively. - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE I I I I I TO HEAVY MODERATE L�! concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST' NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y 9 9 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C, 8d COMMON 6"O.C. SEE NOTES:1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO:SILL OR TOP PLATE 3-16d COMMON EACH TOE BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O,C. NOTE:2 FOR PANEL FIELD SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6).Crawl spaces to be provided with a minimum 18"x24"access opening.install one attached with the above requirements. along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM JOIST' NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST' NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 1 3-16d COMMON JOIST' NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored L SILL OR TOP PLATE I I FOOT' SEE NOTE:1 2).Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F RAM I N G NOTES into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. N 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shalt be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL LJ. Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia,concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Z_ Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING S H EAT H I N G. SHEATHING LOCATION NOTES V NAIL SPACING NAIL SPACING AT INTERMEDIATE rr nn }, 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 9 P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL d otherwise. JOINT DESCRIPTION •J Z Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.G. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) W CO Z � where needed. GYPSUM " O.C.EDGE NOTE:2 FOR PANEL FIELD CV 4).Unless otherwise noted,all bearing wait headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 170.0.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 J x J L6 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES m O2 1- openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL z ~ e openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O DQTYM and blocking where applicable. 11 O CD 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL W COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall W " 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7116"OSB 3"O.C.EDGE 6dCOMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with W 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9 W Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shalt be reduced to 6 inches o.c. 11) WALLBOARD 10"O.0.FIELD 3.For exterior panel siding, O on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) P 9.galvanized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: lam. IX 7),Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTE: v 13L underall bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply FirNOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1),Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advanteeh plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed FIREBLOCKING REQUIRED Qequipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) and to form an effective fire barrier between stories an p story p over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing d between a to sto and the roofs ace. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher PP P 9DRAWN BY: ]F ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. Friday, September 3, 201 approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected ,d, torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces pd such as occur at soffits N ,Y SALE: 1/4" - 11_011 F E 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. .t<10O SCti be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. SHEET N O: 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of A flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. �. FESSION 0 [Cn Z O H .Q J W V) 0 0 z � in H E-i FIr 1 1 lel � al � W O Cis . � Z O � � H W J J W mill3 v Z cn GRADE EL.4.5' (n NORTH ELEVATION SCALE: 1/4" = V-0" EXISTING RECONSTRUCT W W � Z (.7 Z (0Z � G rn J Xan' 6 Z m© ~ O o � M a C/) 7tW LL � O Bldg Dept copy From ZBA Final reviewed documents ZBA File# Date: —-iuL;9-S DRAWN BY: JF Monday, August 26 201: pF NE4{'1, SCALE: 1/4" = V-0" � 4 WEST ELEVATION SHEET NO: 2 SCALE: 1/4" = 1'-0" ss�N� z 0 LLIJ W Cn _ Z w iinn x p CC x PA z v o En H � W J 3 o J LLJ Lj Q z O SOUTH ELEVATION a W SCALE: 1/4" = V-0" cn RECONSTRUCT EXISTING OC W Z •� Z rn _I X 9, n Z m0 (P 0 ODM CW W LL EL E Bldg Dept copy from ZBA Final reviewed documents ZBA File# Date: / / ZO DRAWN BY: JF GRADE EL.4.5' Monday, August 26 201 .��t•OF NE 1SWyO SCALE: 1/4" = V-0" FCy ,A� EAST ELEVATION SHEET NO: SCALE: 1/4 -- 1 -0 11 05 Y SStON�� Ii Z 0 Q LTJ 0 Q W 20'-011 Z) O 611}1/?" 6'-51I 6'-41/211 le OF /_ 511 II F_I 4X12 GIRDER 4X12 GIRDER 4X12 GIRDER 1, 11 1 I " 11 PQ V 11 „ PQ t 11 I I�JJ U Z w Ilm LLz 110 00 0„ V VJ „M N M1 1 �;'Eo 11 " 00 II 11 „ II 11 II 11 11 Y 1jI' 4X12 GIRDER ---_ 4X12 GIRDER 4X12GIRDER ___� Q 11 11 11 a:0 11 10"dia.PILE 15 TON ULTIMATE N U u 11 11 CAPACITY(TYP.) Z m: Z O vo ;0 20' MIN.LENGTH OF N oil O :j< INSTALLED PILE win mi i EXISTING CROSS SECTION cn 'm �0 EXISTING ' Q CHIMNEY " Lad SCALE: 1/4" = 1'-0" _ , II - ___ 4X12 GIRDER 4X12 GIRDER 4X12 GIRDER -- 0 , ' m „ rn II " II II II II 11 11 - 11 0 " LL O 11 -------------------------'' W 1 1 Im z o" 1 1 1o ' 5<-:F----------- ' '1x W V) ful1 1 11-7/S ML 0 ; EXISTING ::- ' STOOP II '' EXISTING ; OO RIDGE , 1 4X12 GIRDER 4X12 GIRDER 4X12 GIRDER 1 un 1 ------------------- UTILITY SHED ' -' --- - - -- 12 1/2"CD @1H 3 16"OC 1 --- --- - - - ---------------- ---------------- 11 M 4 1 1 11 " ------ 2X8 CJ@16"oc ------ 4'-011 4'-0" W W 11 " „ Y II M 1 1 10"dia.PILE 15 TON ULTIMATE 4;;' OCAPACITY(TYP.) •JZ Z 20'MIN. LENGTH OF " =0 SIDING PER OWNER : ~ Oil � 110 INSTALLED PILE w/UNDERLAYMENT "x w in mi: J X �J REBUILD �i Ilm ap _, OVER 1/2" SHTG. 1 1 " LEDGER BOARD TO BE FASTENDED I� 2X4 STUD WALL @ 16"OC 1' 7Q TO BUILDING WITH TIMBERLOK® '' '' Z m = SELF-COUNTERSINKING SCREWS - " 1 I ~ ^ (2SCREWS @16"o.c.) _ 4X12 GIRDER _----4X12 GIRDER---- -T--_ 4X12 GIRDER � O O M _______________ ---------------- --------------__�'! a O cD ® ao -_--- 3/4" SUBFLOOR 00 U) ----- 0 EXISTING W •--------------------- -------------------- zxgslim �tib"D ----- STOOP LL SISTER/ADD 2X10 DF#2 ' EX.WALL TO BE REMOVED TO EX.FJ @ 16"OC � REPLACE w/NEW BEAM i 5'_Ou ]we] 1 1 1 11 , 11 1 1 11 B ldgEXISTING 6-4/z 6-5 6-4/2 REBUILD ► EXISTING 20'-011 S SIMPSON TSP EVERY RECONSTRUCTED OTHER JOIST(TYP.) FOUNDATION PLAN S _EF EL.9,Q_ FIRST FLOOR PROJECT N 0 RTH E N W 2X10 SISTERED TO 2X6 FJ @16"OC SCALE: 1/4" = 1 -0 N DRAWN BY: IF TLGR GE IN Q ATION Friday, September GRADE EL.4.5' � � U � j„` OF CE �O SCALE: 1411 = 11-Bn SHEET NO: 10"dia.PILE 15 TON ULTIMATE Z . 05 CAPACITY(IYP.) PDnPOSED CROSS SEC7ION �S$► 20'MIN.LENGTH OF � �N�� INSTALLED PILE SCALE: 1/4" = 1'-0" cn Z 0 H Q LLJ J Q La in = Z nx � 0 H � P43'-O"x 5'-O" 3'-O"x 5'-0" T-0--)(5-0-- 3'-O"x 5'-O" 3'-O"x 5'-O" zpq O O t w x Z V GAS w/DIRECTVENT -v v J � w OR WOOD WITH CHIMNEY? J W 2432 2432 — — — — — — Z = — — — — — — — — — — — — — — — — — — — P"T-0- EX. IZ o 0 ILn Cf) 5'-7'411Q LL WV/ V 1(1Ln ------ - M fYl WV M ----- - wU 1 O O --- --------- L1121-811 -'-- - EX.STAIR ' '(NOTTOCODE) _1 CLOSETX U 4'-3'/z11 � N � 81_111 EGRESS - -CX135 CX135 CX135 3.8 W W (EX.Y-5"OPNG.)Q EX. BATHZ OO REFRAME EXISTING rZ KITCHEN BUMPOUT O O (MECHANICALS) J Q O O m = ti z 1 1 o oDM N I I Q Ej 11FI I I w a. O I 1 V, I 1 0 _____I C 2ND. FLOOR PLAN A251 A21 _ 1ST. FLOOR PLAN 0� � o SCALE. 1/4 — V-011 SCALE: 1/4" = 1'-0" s E PROJECT NORTH S from ZBA N E PROJECT N 0 RT H Bldg Dept copy documents Final reviewed N ZBA File# pate: DRAWN BY: )F Monday, August 26 brFF cy�ro SCALE: 1/4" = 1'-0" SHEET NO: ` NQ. 0 21 S10 a cn WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS o USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. H Q KING STUDS \ H ENDWALL CRIPPLE STUD RAFTER WALL STUD o BOTTOM PLATE RIDGE LEDGER BATHTUB Li 0 DOUBLE JOIST SIDEWALL RAFTER O w JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION Z w 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS W O CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT V HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. H THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT30RRT71 TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD 2X10 LS210 1189a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE M z �1 BLOCKING Ca24"OC WALL STUD ' w THROUGH-ROOF EXHAUST VENTS SELECTED AND c f METAL STRAP LOCATED BY CONTRACTOR V IJ O I CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERSIMAINTAIN J _ ENTILATION WOOD JOIST SIDEWALL FLASHING W FOUNDATION _ _ _ BLOCKING TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS 049"OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST Q AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AR - - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA WOOD GIRDERINSTALL4'D"O.C. � � THE SPACE VENTILATED. ALL OPENINONTIN.SCREENED VENT4"-8" LSTA24 1-114"x24"20ga.STRAP ANDJACKSTUDS SHALL BE COVERED WITH CORROSIOON ALL OPENINGS ' ~ PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESHCONTIN.SOFFIT/EXT.PLYWOOD Z INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED SAVE O 8"-14' LSTA30 1-114"x30"18ga.STRAP AND JACK STUDS �' AND SO AS TO MAINTAIN AIR CONNIECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR '^ %� ACTION EACH(RAFTER PROVIDE BLOCKING BETWEEN SOISTS THAT ARE SPICED AND INSTALL 4' O.C. CONNIECTTO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS �, �. 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH(RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL W 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE DE GIRR/HEADER SIDE WALL FLASHING WOOD JOIST 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS C•`48"OL AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES 50 RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-114"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION g PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ON ALL OPENINGS LDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER CONNECT CT E/4CH RIDGE VENT PILATE OVER RIDGE FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ((�� 8"-16' MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS LU ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS W PLATES TO EACH STUD (Z DBL.SILL PLATE ` (D TERMITE SHIELD �—SUBFLOOR •J z r'0z L SILL GASKET WOOD JOISTS „ f i W Q N TYP.CONC.FOUNDATION CONC.SLAB GASKETNEOPRENE 1�� ' I In ^ DAMPPROOF EXTERIOR 6 MIL.POLY ° U� i BOLTED TO STIEEL BEAM WITH LATE Q O O cp 6MIL POLY ON EXTERIOR GRANULAR FILL ` m = 1- 1/2 " DIA. BOLTS o 48" o.c. STAG. v STEEL COLUMN I ° _ `� I O cj = M o ` ^ CONC.SLAB d d % - c°° \ v ROOF JACK // )1 � `.` I u u STEEL BEAM ''0 a O CD % VJ (j) COMPACT FILL o ` `, 4" x 1/4" x 8" STEEL ROOFING LAPS v ' �� ` � TOP AND BOTTOM PLATE UJ v KEYWAY FOOTING ° a FLASHING AT I WITH 1/2" x 6" ANCHOR BOLT W c � C•a �- q Q CONC.FTG. `p Q•p G c- ° ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT (j_ � - (USP LBPS58 OR BFP583) O p REINFORCING BAR _ 3" STEEL COLUMN N DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 518"DIA.ANCHOR BOLT I I ( 10 KIPS {� SUPPORTING MAXIMUM SPAICING FLASHING LAPS _ i `' LJ. SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC �I TYPICAL SEAM DETAIL TYPICAL LONG.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC t appy from ZBA WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING Bldg Dep n1ents WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES ST OC Final reviewed` SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL ZBA File # Date'. I r SUBFLOOR CONC.SLAB I DOORFRAME 6X6 10/10 WWM G.4RAr_ COMPACT FILL CDOOR I G JOIST USE 2X8 4" FOR BLOCKOUT STEEL BEAM P.T.PLATE :., (6 w v _ SLOPE DRAWN BY: JF - ' 1/2"AIR ALE �`� �/ib Q• s 4 4°ARIV'EtUAY--mm. NOTCH JOIST AND ADJUST HEIGHT AT END AND �. . ' (WITH A NAILING PLATE IF NEEDED) GRADE ° a �'" Q ES OF WOOD ;p •• ,°_• •<• • TO BE APRBEAM T 1/2"W HIGHER THAN BEAMS n v n o .•. STEEL BEAM TO ALLOW FOR SHRINKAGE Monday, August 26 201: (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) � ."'% 4A 6X6 W.W.M. —•� —• �, ° —iil 12" d 4 a " no — n n MIN. %c °c •A l)'a A �' ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED--MAiXIMUM � � , � , „� r—SU SCALE: 1/4 = 1 -Q •/ a REINFORCING BAR p "s NE REINFORCING BAR e° NOTCH EQUALS 1/4 DEPTH OF BEAM A G• • P °e DRAIN TILE I ►I # a 4 0 C Q 1$C W y ° e SHEET METAL/30 FELT UNDER BEAM AT POIMIT L)` f HF �� 12" OF CONTACT WITH CONCRETE OR CONC.BLOCK M '� TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a^° °. 3 SHIMS TO LEVEL BEAM SHEET N O. REINFORCE FOOTING WITH(2)*4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAPM GARAGE DOOR BLOCKOUT � 2 BEAM POCKET &SIE��' 07 Z 0 H WIND FRAMING NOTES NAILING SCHEDULE PLAN CONT TS: GENEIRAL NOTES � W 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL required J When a collar tie is used in leu of a ridge strap,the number of 10d common nails re JOINT DESCRIPTION Q QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT 1).The information within this set of construction documents is related to basic design 2}.RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION W intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND Cn State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SSC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES O W 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES F,0 Z meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 M Z These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL LJ w/o STORAGE 1O � W 0 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE 4O in H N accordance with table 3.3. 2-8d COMMON TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) (D Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 20 Q Q� (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON I END NAIL ROOMS (OTHER THAN SLEEPING) 4O �-r4i First wall studs shall be connected to the foundation,sill plate,or bottom plate with upliftPQ 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: ROOMS (SLEEPING) 30I W responsibility for construction coordinating with these plans,nor responsibility for foundation and stab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) Y0O precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt CIT'. SPACING PER FACE NAIL EXPOSURE CATAGORY Z V specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2-16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Lv attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.: HEADER TO 16"O.C. FACE FIRE PROTECTION SEE FLOOR PLANS S ).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON (SMOKE t CO2 DETECTORS) � Q such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALWNG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK BOTTOM PLATE TO: FOUNDATION NOTES. Type 11 adjusexterior sh factors table 3.16. the requirements of table3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 Z determine intended heights of finished floor(s)above typical grade. GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Q 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 0 interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL INAIL NOTES Cn 3).Provide 1/2"expansion joint material between concrete slabs and abutting MODERATE SLIGHT TO Q 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. 11 NONE JOIST TO: PER TOE TO HEAVY MODERATE LII) concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. ( l 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 2-8d COMMON IE NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. SHEATHING LOCATION qT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be BLOCKING EACH TOE 2-Bd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 9.CATHEDRAL CEILING ASSEMBLY: TO JOIST TEND NAIL pouredon 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"EACH TOE O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BILOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces be provided with a minimum 18"x24"access opening.Install one q . EACH FACE 8x16 cast iron foundation attached with the above requirements. 3-16d COMMON JIOIST NAIL dation vent for every 150 sq.ft.of area. TO BEAM NOTES 7).Dampproof exterior of foundation with bituminous coating as per DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON IPER TOE TO BEAM JNAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST [PER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. [PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored 2-16d COMMON FRAMING NOTES SILL OR TOP PLATE FOOT SEE NOTE:1 into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. - 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ROOF SH AT I N For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting . Edition Wood Framing Construction Manual. ) pporting girders shall be anchored to a 12"x12'k12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL W Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. CITY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For '(,�C 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0,49,the nail spacing shall be reduced to 3 inches o.c. W Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: rZ_n CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES �! 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION } otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT, SPACING where needed. 4'EDGE ZONE8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) J Z (0 Z LO 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 5d COOLERS 10"O C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3 _1 X openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES .� z m ° ti LO openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and bl and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q D t j Cj and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy du 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE;3.9 vy ty galvinized hangers and PANELS 8d COMMON WFCM-SBC: 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall (n anchors where applicable to all connecting joists. PLUMBING NOTES 6d COMMON be used. 7/16"OSB 3"O.C.EDGE. 1,W - 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"Q.C.FIELD) 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 0 on plans. 5d COOLERS WALLBOARD 10"O.C.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION aN SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. HVAC SYSTEM NOTES 18dCOMMON ON 1"OR LESS 12"O.C.FIELDS 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. a 9).Unless otherwise noted,all roofs and walls to have a minimum 1s a thick,4-ply Fir 1),Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor THESE NOTES ARE ONLY TO BE REFERRED TO IF 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCIQNG REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher to have regular 1/2"sheetrock.All walls to be taped and finished. shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY: IF ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load pattn. feet.Batts or blankets of mineral or g 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1}.All electrical to be installed as per N.Y.S.Residential Construction Code. glass fiber shall be allowed as fireblockin in walls constructed Monday, August 26 201, approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM using parallel rows of studs or staggered studs. 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter_ members,the tabulated number of nails shall be permitted to be reduced tot-16d nailer foot. 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, F NE p O Uy SCALE: 1/4" = 1'4- 13)_All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. �Q f,$C�FI� 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces kr i under stairs shall comply with N.Y.S.Residential Code. Cy SHEET NO: 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of to flame and products of combustion. 2 5�0 � 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. .'05 S,o� 0 tzo d� COMPLY WITH ALL CODES OF APPROVED AS M T EQ NEW YORK STATE & TOWN CODES A DATE:6 ISP 13 B.P.# S REQUIRED AND CONDITIONS OF �.1�- �� W FEE: � ,.:!�"F— (l� �f NOTIFY BUILDING r zrFARTMENT AT 765-1802 8 AM 'TO ,, PM FOR THE C SOU-1-HOLD TVA TRUSTEES O FOLLOWING INSPECTIONS: _ 1. FOUNDATION - TWO REQUIREDS� N.Y.S.DEC FOR POURED CONCRETE RETAIN STORM WATER RUNOFF LAJ 2. ROUGH - FRAMING & PLUMBING PURSUANT TO CHAPTER 236 cn 3. INSULATION OF THE TOWN CODE. H 4. FINAL - CONSTRUCTION MUST ELECTRICAL • 'r BE COMPLETE FOR C.O. INSPECTION PFQ UIREI) ir H-1 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Cn Z YORK STATE. NOT RESPONSIBLE FOR WILOtoy A,- z '� DESIGN OR CONSTRUCTION ERRORS. Z R R Q x CO '�.X�IIMRC FLOOD DAMAGE M-EV ONT M � _ SOUTHOLD TOWN CODE � pq W H C� ❑ OCCUPANCY OR -j g USE IS UNLAWFUL Q `° w - WITHOUT CERTIFICATE= cri z OF OCCUPANCY o FF EL.9.0'IRZ 3X10 S13 ING Q GRADE EL.4.5' NORTH ELEVATION SCALE: 1/4" = l'-0" EXISTING RECONSTRUCT � W Z C� •Z, Z zLo 0) J XU-) z m0 � ° 0M aoCD U) a w LL � O El _ F F EL•9-Q' ------ 4` 1 �S 1 3) -13 G DRAWN BY: JF May 12, 2013 GRADE EL.4.5' Oil I hof NEbySCALE: 1/4" = V-0" WEST ELEVATION � f,s,ryF SCALE: 1/4" = P-0" SHEET NO: � o ,y`�ttpA oJR, Ao SSIONP W Cn O w H 0 .. w � Z z w OZ z < Lj ❑ J o � (n z O H FF EL.9.0' - - H 3X1 SS, CING ;r Q c GRADE HAS SOUTH ELEVATION SCALE: 1/4" = T-0" RECONSTRUCT EKISTI NG OC W Z_ U � •.S' Z � zU) W to o' J X - � Z m0 � i O o � M c. O m W U- CL _ FF L,.9—Q' ---- ---- -- ------------ , - - DRAWN BY: JF , 3X10 OS - CING L� y; May 12, 2013 GRADE EL.4.5' NESCALE: 1/4r' = 1'-0'r IN y `t`41SCHFj�p,Q� EAST ELEVATION o HEET NO: SCALE: 1/4" = 1"-0" , W cn D O S W U) H 201-011 61-41/211 6'-511 6'-4%"%" 5" Z-15 1 Z ,•------_ _ .. O 1�y 4X12 GIRDER 4X12 GIRDER 4X12 GIRDER �-"� (� E-a 0 ll " 0-1 11 " QJ 1 1 b P J �1 11 z:10 LL 0W'' m,100 H oil IIM Mtl I 11 " Q rrl „ 11 11 11 w 4X12 GIRDER 4X12 GIRDER 4X12 GIRDER = 7cf) ® 11 1 O 11 11 " H LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIMBERLOK® 1 1 1 SELF-COUNTERSINKING SCREWS 1, 11 H (2 SCREWS @ 16"OC) _� ,, 10"dia.PILE 15 TON ULTIMATE ZXB RR�6 OC CAPACITY(IYPJ wu1 1 r 'p 20'MIN.LENGTH OF mO;; ,X INSTALLED PILE IM M11 EXISTING 1 " CHIMNEY ' 11 , 11 , 11 , 1! 0 4X12 GIRDER 4X12 GIRDER 4X12 GIRDER = Q i --- ---- ---- -- --- -- n'1 11 11 M SIMPSON TSP EVERY OTHER jf IST(IYP.) 11 " 11 11 LA 11 11 2X6 FI 916"OC ------------i�� „ y 1 Ilm �i� 1 1 11 60 1 110 0111 `- h-----------• - 1 IIX X,� � a0 Q ; EXISTING LL 'n, 11 ' STOOP L(r) EXISTING ; ao GRADE p p p p p UTTLfTY SHED ; M ' " 11 L.4.5' ' _ 4X12 GIRDER 4X- GIRDER 4X12 GIRDER -------------- 4'- 4'-0" 1 ----------- ---------------- ----------------�--------------- --------- 4'- - 11 4'-0" '`ti..1 W p p w 1 " 11 1 O"dia.PILE 15 TON ULTIMATE 10"dia.PILE 15 TON ULTIMATE F IW CAPACITY GYP.) CAPACITY(7YP.) ;;m 20'MIN. LENGTH OF Lu 1 ao ,� Z to 20'MIN.LENGTH OF CROSS SECTION ;;� INSTALLED PILE O;i tp w r z INSTALLED PILE 1 Im x" N M„ SCALE: 1/4" = 1'-0" ;; ;; `� Q o o co 11 „ _ --^4X12 GIRDER---- 4XGIRDER 4X12 GIRDER -- z n ------------- - -------- m ITi--- - ----- ---- - --- - LOO :D M 1 a 0 co (n 1 0 EXISTING W d STOOP '' LL 1 , 1 , � 0 - --------------- L 51-011 F 0- 61-41/211 61-41/211 6'-51' 6'-41/2" 5" 201-011 511 FOUNDATION PLAN E S PROJECT NORTH SCALE: 1/4" = 1'-0" N DRAWN BY: JF May 12, 2013 of NEIN SCALE: 1/4" = 1'-0" F' 13CyF��O,Q r SHEET NO: 05 a S5�0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE"S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. L d KING STUDS O RAFTER WALL STUD i ENDWALL CRIPPLE STUD BOTTOM PLATE W RIDGE BATHTUB H LEDGER HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION c / 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Z w ANCHOR TO FOUNDATION Wl ANCHOR BOLTS O W Z BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOPSTRAPAPPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE 1— Fii THE FLOORS TO EACH OTHER W/THREADED ROD. ALLOPENINGSIRT30RRT71 TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUDI 2X10 I LS210 1189a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC QM Z WALL STUD THROUGH-ROOF EXHAUST W W VENTS SELECTED AND �� O LOCATED BY CONTRACTOR O METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q w RIM BOARD RAFTER CHIMNEY AS REQUIRED WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) VENTILATION ' WOOD JOIST SIDEWALL FLASHING BLOCKING Z FOUNDATION - - 2X4 EDGER O TOP PLATE BLOCKING FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST H ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP - - FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER Q FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS 4"-8- LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- GONTIN.SOFFIT/EXT.PLYWOOD ONTISCREENED VENT ON ALL OPENINGS ,'�J PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH O ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF V4 INCH IN DIMENSION. IN5TALL 4'0'Q.C. SOFFITED EAVE ,' AND SO AS TO MAINTAIN AIR 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS CONNIECT TO GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 t0-314"x 18ga.TYDOWN ANCHOR ON ALL OPENINGS ��` ACTION RAFTER AFTER PROVIDE BLOCKING BETWEENJOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / CONNIECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-114"x36"18ga.STRAP AND JACK STUDS �, 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL ON ALL OPENINGS ,� ,' KEEP ROOFING NAILS OUT Of FLASHING 2ND.FLOOR WALL / �' ' ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE LAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOODJOOISIS WOOD T 1ST.FLOOR WALL STAPPING TO E ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING SACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATKON PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL SOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTERlPLATE RT15 TYDOWN ANCHOR CONNECT BACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. LL] INSTALL 410"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OWER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.$REDUCE BUMP OUTS w ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF _Z DBL.SILL PLATE I �" �—SUBFLOOR J � TERMITE SHIELD WOOD JOIStS z SILL GASKET \ / NEOPRENE ' I _ W 0� TYP.CONC.FOUNDATION A CONC.SLAB GASKET !'�` ; y BOLTED TO STEEL BEAM WIT/2xB CONTINUOUS WOOD H LATE J X J L() 6 MIL.POLY ° \ Q 00 C.0DAMPPROOF EXTERIOR ` i I 1/2 " DIA- BOLTS o 48" o.c.STAG, z m = ti � - GRANULAR FILL � � �, � ,- \ EMIL POLY ON EXTERIOR 4 . ^_ STEEL COLUMN I \ O = M Q V D` ° C ROOF JACK // I I 1�� ` „ u STEEL BEAM a Q co CONC.SLAB 4" x I/4" x 8" STEEL co � V ° D A COMPACT FILL �` y TOP AND BOTTOM PLATE CD � , � , ,y =D ROOFING LAPS � ° e FLASHING AT \ I WITH 1/2" x 6" ANCHOR BOLT 1,W KEYWAY FOOTING e ° n ° n a- C CONC.FTG. o ,q Q'o C D" USE WITH 3x3 SQUARE'WASHERS SIDES AND TOP �\ I/2" GROUT LL .a ANCHOR BOLT CONNECTION (USP LBPS58 OR BIP583) 11) ,, ,. � 3" STEEL COLUMN O p REINFORCING BAR FOUNDATION 518"DIA.ANCHOR BOLT I 1 DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL TYPICAL LONG.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC MIN.3"STEEL COLUMN ANCHORED TO 24'Sc24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM SEARINGc WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL SLAB-ON-GRADE �—SUBFLOOR CONC.SLAB ( DOOR FRAME 6X6 10/10 WWM y DOORG�—► �}-—JOIST COMPACT FILL y I USE 2X8 FOR BLOCKOUT STEEL BEAM ts, 4" SLA15 v = SLOPE DRAWN BY: IF P.T.PLATE W/ 6X6 WMM 4"DRIVEW — AY � NOTCH JOIST AND ADJUST HEIGHT . � , 1/2"AIR SKACE < I °L `1 I/2q ,� , (WITH A NAILING PLATE IF NEEDED) ?- AT END AND . ' • . ►. TO BE APROX.1/2"OR HIGHER THAN M 12 2013 a DES OF WOOD `� p 'D' D ; .; STEEL BEAM TO ALLOW FOR SHRINKAGE Y i GRADE q ! =-zr--"- q qp = BEAMS -I y I ° d O� (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) C 6X6 W.W.M. u n NOTCH BEAM FOR MUDSILL IF REQUIRED--MMXIMUM A ° BFLOOR SCALE: 1/4 = 1 -0 MIN. e e e q REINFORCING BAR p- NOTCH EQUALS 1/4 DEPTH OF BEAM •/ .c -a REINFORCING BAR c ° C � D - OIQf NEy� DRAIN TILE I� 12" ' • OF CONTACT WITSHEET METAL/ H CONCRETE OR CONC.BLOCK(FELT UNDER BEAM AT `l a•°O•° S ``�C"H�0 r, HEET NO: TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEMM GARAGE DOOR HLOCKOUT BEAM POCKET Q F Fp 05 RAS ESS►ONS W WIND FRAMING NOTES NAILING SCHEDULE PL�4N COAIT�NTS: U) GENERAL NOTES 1).RIDGE-TO-RAFTER ROOF FRAMING: E ASSEMBLY: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL O 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION Qom. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT W 1).The information within this set of construction documents is related to basic design 2}.RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT, OF CONSTRUCTION (n intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL H for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST PRESCRIPTIVE Q State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SSC HIGH PER N.Y.S. RESIDENTIAL CONSTRUCTION GODS AND construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL H WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES w 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT, BALCONIES b0 Z COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS Ian] = meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40 Z These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 IMSI should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE O W 2-8d COMMON 20 H C/1 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 0-4 40 RIM BOARD EACH END 3).Dimensions shall take precedent over scaled drawings. (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 Q Z First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 9 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS4O W w responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under ��•.11 w construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 2O0 }+-I precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO CITY. SPACING PER FACE NAIL C EXPOSURE GATAGORY V specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON � � w anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE (n 6).The Genera{Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Z attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym'- O 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS H such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION H 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK OM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOORTJOIST,BANDJOIST, 2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES CITY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMONI ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL 4).An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Any g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMONI END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. SHEATHING LOCATION BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST 2-8d COMMONI END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: @ to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: INTERIOR Z EACH TOE SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL ONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @4"O.C. 8d COMMON 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. 3-16d COMMON oe 8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMONI PER TOE 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON) TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ) I p SILL OR TOP PLATE 2-16d COMMON) FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x T'long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3).Posts supporting girders shall be anchored to a 12"x12'x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. '� W below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.81, framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Unless otherwise noted,all framing and structural wood material to be#2+BTR. STRUCTURAL PANEL sd WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Z Douglas Fir. 4).Deck joists to have blacking at 8'0 o.c.. D 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL � }- otherwise. JOINT DESCRIPTION J Z � Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) r Z LO where needed. 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD W 5d COOLERS I� N Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 _I X J t6 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of QWALL SHEATHING: 0 Q C0 openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES ♦� Z 137 ^ openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. M and blocking where applicable. QTY. SPACING O 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall (- 11 O CSO PLUMBING NOTES PANELS WFCMESBC be used. anchors where applicable to all connecting joists. �(/� 7/16"OSB 6d COMMON 3"O.C.EDGE LU 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O on plans. WALLBOARD 5d COOLERS 10"O.C.(FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shag be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: a under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY SPACIN4G 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EIDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FfIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathiing Fireblocking shall be provided in wood-frame construction in the following locations. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain Nigher DRAWN BY: 7F ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structurail 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain loads path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed May 12, 2013 i approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connectted using parallel rows of studs or staggered studs. torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be perrmitted NE to be reduced toi-16d nail per foot. 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, O� p P � r� SCALE: 1/4" = V-0" 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces y under stairs shall comply with N.Y.S.Residential Code. SHEET NO: 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ? flame and products of combustion. Na. 052�� 2 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. FEss�oNP�