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HomeMy WebLinkAbout37729-Z t�suE pF 4OF 1� Town of Southold Annex 3/12/2013 •`Z�� OG�a. P.O.Box 1179 n x 54375 Main Road o� Southold,New York 11971 0 CERTIFICATE OF OCCUPANCY No: 36162 Date: 3/11/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 860 RABBIT LA EAST MARION, SCTM#: 473889 Sec/Block/Lot: 31.48-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otficed dated 4/17/2007 pursuant to which Building Permit No. 37729 dated 1/7/2013 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: second floor addition with deck to an existing one family dwelling as applied for per ZBA#5957, dated 10/5/06. The certificate is issued to Howard&Valerie Michelsen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37729 2/25/13 PLUMBERS CERTIFICATION DATED 12/17/07 Joe Whitecavage Auth&iAff Signature f " TOWN OF SOUTHOLD �gUFFD(�coG ��o y BUILDING DEPARTMENT w _ TOWN CLERK'S OFFICE oy . � r 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#: 37729 Date: 1/7/2013 Permission is hereby granted to: HOWARD S. MICHELSEN 30 LANDING ROAD GLEN COVE, NY 11542-2414 To: ADDITION/ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING WITH FLOOD PERMIT AS APPLIED FOR.REPLACES EXPIRED B.P. # 33022 At premises located at: 860 RABBIT LA EAST MARION SCTM # 473889 Sec/Block/Lot# 31.-18-18 Pursuant to application dated 4/17/2007 and approved by the Building Inspector. To expire on 7/9/2014. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Iic(ng Inspec or FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall . Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK .AUTHORIZED) PERMIT NO. 33022 Z Date MAY 91 2007 Permission is hereby granted to : HOWARD S MICHELSEN 30 LANDING RD GLEN COVE,NY 11542 for ADDITION/ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING WITH FLOOD PERMIT AS APPLIED FOR at .premises located at 860 RABBIT LA EAST MARION County Tax Map No. 473889 Section 031 Block 0018 Lot No. 018 pursuant to application dated APRIL 17 , 2007 and approved by the Building Inspector to expire on NOVEMBER 9, 2008 . Fee $ 300 . 00 Autho ' zed 1i ature COPY Rev. 5/8/02 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,�Additio_ns to dwelling$50.00 Iterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions tcfaccessofy uilding$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. "I C' ��vi ` New Construction:/ 1 U_,� Old or Pre-existing Building: (check one) ` Location of Property: �����:\ '�z �ti 5� L� \%�i1rl 1" 1 M House No. h� Street Hamlet Owner or Owners of Property: �(_- ,Z_ \Q- Suffolk County Tax Map No 1000, Section �A Block Lot Subdivision 1 1A Filed Map. Lot: Permit No.. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: rya Request for: Temporary Certificat �- 11ir 711, rt i icar- (check one) Fee Submitted: $ FF6 Applicant Signature BL F OUTOW!V OF SOL I SUFFotK Town Hall Annex 0� cOG� Telephone(631) 765-1802 54375 Main Road c Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 yelp �•�� roger.richertC@-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michelsen Address: 860 Rabbit Lane City: East Marion St: NY Zip: 11939 Building Permit#: 37729 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock Exit Fixtures 11 TVSS Other Equipment: secomd floor addition, 1-exhaust fan, 2-paddle fans, 1-gas fire place Notes: Inspector Signature: Date: Feb 25 2013 Electrical Certificate.xls PcPr.Pc fcrr.PrJ�rJcP�r.Pr�rJ�rPc110�r.PrPrJr�rlcrr PrJ�rJ�rJ�r PcPrJ�r�rJ�rJ�rJ�rJ�r�rJ�rJ�cPrJ�r PrJ�rJ�rJ�r.PrJ�r�rJ�r�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�cJ�rJ�rJr�r�rJ� Ell 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 c� 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 SJ O'CONNOR ELECTRICAL VAL&SPENCE MICHELSON 5 5 CONTRACTORS 860 RABBIT LANE C 5 SO 5 SHIPS NY 1E971 EAST MARION, NY 11939 5. 5 C5 5 Located at 860 RABBIT LANE EAST MARION, NY 11939 5 5 5 5 Application Number: 3045164 Certificate Number: 3045164 5 5 5 5 Section: Block: Lot: Building Permit: 33022 BDC: nsl1 S 5 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 jBasement, First Floor, Second Floor, Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was- conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated -by- the,State of New York, Department of State Code Enforcement and Administration, or other S 5 authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of November,2007. 5 5 Name OTY Rate Rating Circuit Type 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. 5 5 Wiring and Devices 5 Outlet 12 0 Fixture 5 Fixture 5 0 Incandescent 5 5 Fixture 7 0 Flourescent 5 Outlet 22 0 General Purpose 5 5 Receptacle 8 0 General Purpose Switch 21 0 General Purpose 5 5 Paddle Fan 3 0 5 5 Receptacle 1 0 20a Laundry 5 5 Receptacle 1 0 30a Dryer 5 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: I 5 5 seal 5 S 5 I of I 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 a ������������� ry a ��SUfFO(,�c a�Q OGy� cz y Z Town Hall,53095 Main Road Oy P.O..Box 1179 Fax(631)765-9502 �O� �aQ Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: m Building Permit No. 77a Cij ✓� Owner: AV W&;-d (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. P ers Signature) Sworn to before.me this _ day of.j4 20 0? !�al,�. Notary Public, County 4 CHRIS H&LOCK .Notary Public, of New York W 48319.50,Suffolk Coupty om� missio�Expires May 31,20 O �� a0F so ia_ cOUNi`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ --]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ef'F'RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION s�� MARKS.- ��s� Iv sxov f � DATE 69 INSPECTOR 2— OF SO(/r�01 � o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PL13G. [ ] FOUNDATION 2ND [ kl INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r REMARKS: DATE INSPECTOR 3 -7 OF SOpr�, N � a0 TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:s'_'/ /Xov/Lz-- c �� �6✓ Cry` � v��- �-�4-S � ~� - s c a L 16<14 DATE 9 �� INSPECTOR 317; j OE S0(/T�ol o o�yco�0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU -ION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ol �= co DATE �'A�lt& INSPECTOR OF SOpr�o� 'Y�OUHI`l,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL , [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) VIA, ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR �� l FIELD INSPECTION REPORT DATE I COMMENTS 1 FOUNDATION(1ST) H -------------------------------------- FOUNDATION(2ND) ROUGH FRAMING& S 2 AJl) PLUMBING '3 6-, INSULATION PER N.Y. STATE ENERGY CODE 1 L d FINAL _ ADDITIONAL COMMENTS (� z J rn 1 1 y Z x d b H 1 TOWN OF-SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEP;IrVTILMENT Do you have or need the following,before applying? TOWN HALL ' - Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E:C. Trustees Examined 520 Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration ,20 g ector I g APPLICATION FOR BUILDING PERMITJu Date , 20 O INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee--,'according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the nropertv have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition.six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) W 1 1 13� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises p\^J,,cl S (As on the tax roll or latest deed) If applicant is a corporation., signature of dully authoriz?d officer (Name and title of corporate officer) Builders License No. Plumbers License No. vo-n '0 Electricians License NOq,. v\ T —A Other Trade's License No. 1. Lo do of land o which propDse work will be done: a-� C,�,Q__" House Number Street Hamlet County Tax Map No. 1000 Section I Block Lois Subdivision Filed Map No. Lot, (Name) ..���_.... . 2. State existing use and occupancy of T7emises;and intended use and occupancy of proposed gWwruction: a. Existing use and occupancy �-cy�CK b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r � I 7. Dimensions of existing structures, if any: Front Rear Depth 5 Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear 5 Depth Height Number of Stories 8. Dimensions of entire new construction: Front ► Rear "I o Depth Height Number of Stories - 9. Size of lot: Front ar Y Depth (3 Ca Vlc' y off, a- 10. Date of Purchase 9 9_�__Name of Former Owner ,f 1 C `r CNlc_ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO'�' 13. Will lot be re-graded? YES NO-K-Will excess fill be removed from premises? YES NO \ n ��a 14.Names of O er of premises\S_�-\1 I �`�R�1 R' ddregss3l) V.P nA��A $%'colev Name of AM Q.r, 5��`^ a'Odress�`!\���CZA�re �(� ne}}�� l- Ul/©Name of Contractor; \0 �S 01Y -e-f Address3`1% `�.�w ne No: 323 -3$6 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESX NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS. COUN TY OF r 1 y,(' \ l kA)p. 1 S e being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Irtbefore me this i d y of 20 c v Notary ublic Signature of Applicant MELANIE ROSKI NOTARY PUBLIC,State of New York No.01 D04634870 Qualified in Suffolk County . Commission Expires September 30, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 1, 2006 TO: Howard &Valerie Michelsen 30 Landing Road Glen Cove,NY 11542 Please take notice that your application dated July 18, 2006 For permit for additions and alterations to an existing_single family dwelling at Location of property: 860 Rabbit Lane, East Marion County Tax Map No. 1000 - Section 31 Block 18 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this non-conforming 11,891 square foot lot in the R-40 District is not permitted pursuant to Article XXIV, Section 100-242A,which states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create gRy new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single family dwelling notes an existing front yard setback 13.7 feet,which the new addition will maintain. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will nstitute an increase in the degree of non-conformance. /f Auth zed Si ature Note to Applicant: Any change or deviation ove referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. 3 APPFALS BOARD MEMBERS Mailing Address: Ruth D. Oliva, Chairwoman y� pl0 Southold Town Hall 53095 Main Road•P.O. Box 1179 Gerard P. Goehringert Southold,NY 11971-0959 James Dinizio,Jr. N Office Location: Michael A. Simon 0 ^��Q Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman lyCO� ���v 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD -- Tel. (631)765-1809 •Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 5, 2006 ZB File No. 5957—Howard and Valerie Michelsen Property Location: 680 Rabbit Lane, East Marion CTM 31-18-18 SEQRA 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's non-conforming 11,891 square foot parcel is improved with a single-family, one story house and shed. BASIS OF APPLICATION: Request for a Variance under Sections 100-242A (280-122) (ZBA Interpretation No. 5039 in the Walz Application) and 100-244 (280-124), based on the Building Inspector's August 1, 2006 Notice of Disapproval concerning a proposed addition and alterations to the existing dwelling which will increase the degree of nonconformance when located less than 35 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 28, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to make additions and alterations to an existing dwelling by adding a second-story over the existing first floor and upper deck, as shown on the construction diagrams dated 3-14-2006 prepared by Penny Lumber(John Rabkevich). REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because two-story houses already exist in the area, and the house has existed with the current setback from the street since it was built in 1967. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicants to pursue, other than an area variance because the house is on a small waterfront lot and any additional extension to the area of this house would require an application for a variance of equal or greater intensity. 3. The variance granted herein is not substantial. The footprint will remain unchanged. # Page 2—October 5,2006 ZB File No. 5957—Howard &Valerie Michelsen CTM No. 31-18-18 4. The difficulty has not been self-created. The house was built and occupied in accordance with zoning laws that existed at the time of construction (1967). The proposed addition is not increasing the established setback. 5. 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. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story addition, 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 267-13, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on site plan dated 8/18/06 and 3-14-06 construction diagrams, prepared by Penny Lumber, subject to the condition that a dry well and drainage system be properly installed to minimize rain water runoff. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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 Oliva (Chairwoman), Goehringer, Dinizio, Simon. (Absent during this Resolution was Member Weisman.) This solution was duly adopted (4-0). Ruth D. Oliva 10/30/06 Approved for Filing James F.King, President. \\Of SU(/Ty�. Town Hall Jill M. Doherty,Vice-President 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G '� • �Q Telephone(631)765-1892 John Holzapfel �D��COU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6373A Date of Receipt of Application: May 17, 2006 Applicant: Valerie Michelson SCTM#: 31-18-18 Project Location: 860 Rabbit Lane, East Marion Date of Resolution/Issuance: June 21, 2006 Date of Expiration: June 21, 2008 Reviewed by: Board of Trustees Project Description: To construct a second-story, addition over part of the existing dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Joseph A. Ingegno last dated May 22, 1998 and plans prepared by John Rabkevich dated March 14, 2006. Special Conditions: The installation of drywells and gutters to contain the roof run-off. If the proposed activities do not meet the requirements for issuance of an . Administrative Permit set forth in Chapter 97 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. L9 ' Ja ) s F. King, Pres' ent Board of Trustees James F. King, President SO(/ry Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O ��� 54375 Main Road P.O.Box 1179 Dave Bergen Jt lS Southold, New York 11971-0959 John Bredemeyer N G �. pQ Telephone(631) 765-1892 Michael J.Domino '�p � � Fax(631) 765-6641 �UNT`I, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0839C Date: February 19, 2013 THIS CERTIFIES that the construction of a second-story addition over part of the existing dwelling with the installation of drywells and to tamers. At 860 Rabbit Lane, East-Marion,New York Suffolk County Tax Map # 31-18-18 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 17, 2006 pursuant to which Trustees Administrative Permit#6373A Dated June 21, 2006,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a second-story addition over part of the existing dwelling with the installation of drywells and gutters. The certificate is issued to VALERIE MICHELSEN owner of the aforesaid property. )Xoel o Authorized Sign ure NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02375100005 Aril 3,2007 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental April 3,2012 Conservation Law TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ■ Permit to Construct ❑ Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7;6NYCRR 360: Certification Solid Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 17,Titles 7, 8:SPDES ❑ Article 27,Title 9;6NYCRR 373: ❑ Article 15,Title 15:Water Transport Hazardous Waste Management ❑ Article 19:Air Pollution Control ❑ Article 15,Title 15:Long Island Wells ❑ Article 34:Coastal Erosion ❑ Article 23,Title 27:Mined Land Management ❑ Article 15,Title 27:Wild, Scenic and Reclamation Recreational Rivers 0 Article 36: Floodplain Management ■ Article 24: Freshwater Wetlands ❑ Articles 1, 3, 17, 19,27, 37; ❑Article 25:Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Valerie Michelsen 516 671-1683 ADDRESS OF PERMITTEE 30 Landing Road, Glen Cove, NY 11542 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Michelsen property, 860 Rabbit Lane, East Marion SCTM # 1000-31-17-19 & 18-18 COUNTY TOWN WATERCOURSE, NYTM COORDINATES Suffolk Southold FWW # GP-1 Marion Lake DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a second story addition and second story deck to an existing single family.dwelling•and install vegetated buffer. All work must be in accordance with the attached plan stamped NYSDEC approved on April 3, 2007. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Mark Carrara (CKW) SUNY @ Ston Brook, 50 Circle Road, Stony Brook, NY 11790-3409 AUTHORIZED SIGNATURE DATE Page 1 of 4 April 3, 2007 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance shown on the approved plan. 2. Any demolition debris,including excess construction materials and or excess excavated materials,shall be disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland by the close of business on the day such material was generated.. 3. A 4' high permanent fence chain link, stockade, or post and rail must be installed prior to the start of construction along the landward edge of the 15 foot vegetative buffer. 4. Prior to commencement of any construction activities, a continuous row of straw bales shall be staked end to end along the Limits of Clearing, Grading and Ground Disturbance Line as shown on approved plans. The bales shall be maintained, repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. Sediments trapped by the bales shall be removed to an approved upland location before the bales themselves are removed.. 5. Straw bales shall be recessed two to four inches.into the ground at all times. 6. All fill shall consist of clean soil,sand and-gravel that is free of the following substances:asphalt,slag,flyash, broken concrete, demolition debris,garbage, household refuse, tires,woody materials including tree or landscape debris, and metal objects. 7. This permit does not authorize any alteration, expansion or replacement of existing septic systems. 8. All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or waterbody at the end of each work day.. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. Fuel or other chemical storage tanks shall be contained and located greater than 100 feet landward of the regulated wetland or waterbody at allk times. If this requirement cannot be met by the permittee, then the storage areas must be designed to completely contain any and all potential leakage. Such a containment system must be approved by NYSDEC staff prior to placement of equipment, machinery or tank storage within 100 feet of the regulated wetland or waterbody. 9. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial.grass and mulched with straw immediately upon completion of the project,within two(2)days of final grading,or bythe expiration date of this permit, whichever is first. . Mulch shall be maintained until a suitable vegetative cover is established. If seeding is impractical due to the season, a temporary mulch shall be applied and final seeding shall be performed as soon as weather conditions favor germination and growth. 10. Suitable vegetative cover is defined as a minimum of 85% area vegetatively covered and no unvegetated areas larger.than one (1) square foot in size. 11. The vegetative buffer area as shown on the approved plans shall be planted with a mix of red maple, black willow and/or tupelo, 6 to 8 feet in height and 15 feet on center. 12. The permittee shall incorporate the attached Covenant(or similar language)to the deed for the propertywhere the project will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to: NYSDEC, Bureau of Habitat Regional Manager, SUNY Bldg. #40, Stony Brook, NY 11790-2356 DEC PERMIT NUMBER PAGE 2 OF 4 14738-02375/00005 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24, 25, 34 AND 6NYCRR PART 608 ( FRESHWATER WETLANDS ) 1.. If future operations by the State of New York require an alteration in the position of-the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State,and if, upon the expiration or revocation of this permit, the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,.the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue,from any such damage. 3. All necessary precautions shall be taken to preclude contamination of anywetland orwaterway by suspended solids, sediments, fuels; solvents, lubricants, epoxy coatings, paints, concrete, leachate or.any other environmentally deleterious materials associated with the project. 4._ Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time'and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure orfill and restore the site to its former condition. No claim shall be.made against the State of New York on account of any such removal or alteration. 7. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303, 306 and 307 of the Clean Water Act of 1977(PL 95-217) provided that all of the conditions listed herein are met. 8. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 9. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: John Rabkevich, last revised on 3/19/07. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-02375/00005 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION • NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees,and agents.("DEC")for all claims, suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized bythe permit whether in compliance or not in compliance with the terms.and conditions of the.permit. This indemnification does not extend to any claims, suits, actions,.or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit; including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands.or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL,Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must.be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of perm.its for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-02375/00005 Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORN, Yes. No. EXEMPTIONS:. A. Does this project meet the.minimum standards for classification as an Agricultural Project.. Note: If you.answered.Yes to any of the above,a Storm-water,Grading,Drainage.&Erosion Control.Plan is not required. ------------------------------------------------------------------- ACTIONS.REQUIRING THE.SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE &EROSION. CONTROL PLAN.CERTIFIED.BY A DESIGN.PROFESSIONAL.IN.THE,STATE.OF NEW.YORK.. Item Number:. (A Check Mark (✓).for each question is.required for complete.application) Yes No. 1. Will this.project retain all Storm-Water Run-off generated on Site? (This.will include,all run-off created by site clearing and/or construction activities.as.well as all Site.Improvements and the permanent creation of impervious surfaces.) I ./A 2.. Will this.project require any land filling,grading or excavation where there is a change to the / natural existing grade involving more.than 200.cubic.yards of material within any.parcel? ✓ 3.. Will this application require.land disturbing activities encompassing an area. of five.thousand(5,000)square feet of ground surface or more?. 4.. Is there.a Natural Water course running through the site or is this project within One hundred(100)feet of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fifteen(15)feet of vertical rise to. / One.hundred(100)feet of horizontal distance? 6.. Will driveways,parking areas or other impervious surfaces direct Storm-Water.Run-off. into and/or in the direction of a Town Right-of-Way? 7. Will this application require the placement of material,removal of vegetation and/or the. construction of any item within the Town Right-of-Way or road shoulder.area?. (This.item.does not include the installation of driveway aprons.). 8. Will there be site preparation within the one hundred(100)year floodplain of any.watercourse? Note:. If any answer to.questions one through.eight is.answered.with a check mark in the.Box,a Storm-water,Grading, Drainage&Erosion.Control.Plan is required and must be submitted for review prior to.issuance of any building permit. ------------------------------------------------------------------- STATE OF NEW YORK, OF.......�.u#1 .............. ss That I,..........ffUN7 �.. . �� � SG .�! ..........,being duly sworn,deposes and says that he/she is the applicant for Permit, .................................. (Name of individual signing Document) Andthat He/She is the ..... .............................................................................................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's,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 belier;and that the work,sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; 144- .... .. .......day of. ....� .....................20.0.7 Notary Public: ..... ...... Y..�.... .. P .......................... . L NDA .R UIPH (Signature of Applicant) NOTARY PIALIC aim d NW Vb* Mow comasoU l Expires hsunat 20 20LO _ Attachment B - /i BAMPLE CERTIFICATE/ COMPLIANCE / al Flood Hazard Are a for Development+ in a Speci ,a • i TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA rnyc all tvfTICT fZ �'TATN THIS CERTIFICATE) PREMISES LOC TED AT: PERMIT NO, PERMIT DATE OWNEWNAMEANDRESS: CHECK ONE: oyEW BUILDING EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTII'IED WITH THE REQ'U REMENTS OF LOCAL LAW # , 19 . SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) H T. TERRY I 1 ; ' a y f , n H;111. S 1lluS nl�ll► N t ,y P.o. nox 117q •f . r OWN CLERH Suwhold. Nc\,• Yttr►- I 1 l C i � Fax (S H,1 765.18 RI I�:G15FRnR Or viTAVITALSTATIS"11C5 `'.�^ 1,�, O` MARAOF OFPICh:R - TcicRl,tnc (511+1 7(,t. RECORDS MANAGEMENT OFFICER �� FREEDOM OF INFORI•MTION 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 of, the Code of the Town of Southold: "Floodplain Development Permit lcpplication" (FDP(93) ] , and Certificate of Compliance f(Jr Develc-pment in Special Flood Hazard Area (C/C(93) ] . / TOW;1 OF SOUM101D �Ju T . Terry Southold Town Clerk August 25 , 1993 APPLICATION PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT A-PPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (,kPPLICANT to read and sienl: 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 no 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 consent to the Local Administrator-or his/her representative to make ieasouable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT � L STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE F�ST OF MY ONVLEDGE, TRUE AND ACCURATE. -. (APPLICANTS SIGNATU ` DATE jSECTION 2: PROPOSED DEVEI:oP.L/fENT (T�-(c completed by APPLICA n NAME ADDRESS TELEPH NE AP P LI CANT //' / / fill N/*�'� �'I r LlrD�1�i11 �Jb/l h� �/"1�/.✓�7� /l0 5 BUILDER /,✓2 Lt,[?� �/�G%KPi" ��/�� /ILLS�2eJl��'� FjQ ENGINEER PROJE LOCATION: To avoid delay is processing the application, please provide caou6 information to easily identify the project location_ Provide the, street address, lot ❑umber or Iegal description (attach) and, outside urban areas, the distance to the nearest intcrsccting road or well-known laEdmark. A skcich attached to this application showing the project location would be helpful. FDP(93) APPLICATION' PAGE 2OFa DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT 'ACTIVITY T �UCTURE TYPE ❑� N�ye'! Structure Residential (1-4 Family) L'✓Addi6on O Residential (More than 4 Family) CI Alteration ❑ Noo-residential (HoodprooCmg? O Yes) ❑ Relocation ❑ Combined Usc (Residential & Commercial) ❑ Demolition ' P ❑ Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park?. ❑ Ycs) ESTIMATED COST OF PROJECT Sb B. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill O Mining ❑ Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , ❑ Drainage Improvements (Including Culvert Work) j O Roar/i Street or Bridge Construction ❑ S vision (New or Expansion) 1 ❑ [n dual Water or Sewer System J —'Otber (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for resdew• SECTION 3• FLOODPLAFN DETERMINATION CFo be complctcd by LOCAL ADNfIMSTRATO,k) The proposcd development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is NM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ 1s located in a Special Flood Hazard Area. FIRM zonc decimation is 100-Year flood elevation at the site is:" ' R. NGVD (MSL) ❑ Uaavailablc ❑ Tbc proposcd dcvclopmcm is located to a floodway. FBFM Pancl No. Dated ❑ Scc Scclion 4 for additional instructions SIGNED DATE APPLICATION # PAGE J OF 4 SECTION 4: ADDITI NAL INFORMATION R-. UIRED To he com Ictcd by L CAL ADMINIS-FRATOR The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing (be location of all c sling structures, water bodies, adjacent roads, lot dimensions and proposed devclopmcnt. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types 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 ❑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 availahtle). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). Ft:NOVD MSL . For ❑ Floodprooftng protection level (non-residential only) ( ) floodproofed mctures, AppGcant must attach certification from registered engineer or architect. / ❑ Certification from a'registered engineer (hat the proposed activity in a regulatory floodway will not result in.any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LQCAL ADMINISTRAT9_Rl I have determined that the proposed activity. A_ ❑ Is B. O Is not in conformance with provisions of Local Law if` , 1-9_. The permit is issued subject (o the condilioru attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Developmeot Permit upon payment of dcsipiated (cc. If BOX B is checked, the Local Administrator will provide a written surnmary of deCieiencics. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. r1 � r � • APPLICATION W PAGE dOF4 APPEALS: Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing dale: Appeals Conditions SECTION 6 AS BUILT ELEVATIONS (To be submiticd by APPLICANT before Certificate of Compliance is issued The following information must be provided for proiect structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor,including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is- Fr. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT'/ Any work performed prior to submittal of the above information is at the risk/;bf the Applicant. SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADN11NISTRATOR will complete this section as applicable based oo inspcctio❑ of the project to ensure compliance with the commuaiVs 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 QQMPLIANCE(To be completed by LOCAL ADMINISTRAT R Ccrtifiicatc of Compliance iuuM: DATE BY: . i Hof S'DUId Town Hall Annex Telephone(631)765-1802 54375 Main Road �a (631)765 5QQ22 P.O.Box 1179 • Q ro er.richert sown-80 tll5075 ny us Southold,NY 11971-0959 BUILDING DEPARTMENT : TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: , Company Name: I Name: License No.: I Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) � r *Name: \X'-, �' *Address: ��D Cross Street: *Phone No.: .J Permit No.: 3 U115"� Tax Map District: 1000 Section:r Block:_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) C .�C��� a C�c -,�• �C •� `^� Sec. \ r Cv" � I (Please Circle All That Apply) Is job ready for inspection: YES NO, Rough In Final *Do-you need a Temp Certificate: YES CN�) Temp Information(If needed) *Service Size: 1 Phase 3Phpse 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Servic v`ee tal—E W Additional Information: PAYMENT DUE WITH APPLICATION Ini 8 2013 .82=Request for Inspection Form I BLDG.DEPT. (y4 (_ TOWN OF SOUTHOLD r Southold Town Building Department fF 0G ir � P.O.Box 1179 Permit#: 33022 54375 Main Road D • r Southold,New York 11971 Permit Date: 5/9/2007 At 6aot! (631)765-1802 Expiration Date: 11/9/2008 Parcel ID: 31.-18-18 BUILDING PERMIT RENEWAL LETTER Dated: 9/26/2012 Applicant: HOWARD S. MICHELSEN Location: 860 RABBIT LA EAST MARION Work Description: ADDITION/ALTERATION ADDITION/ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING WITH FLOOD PERMIT AS APPLIED FOR A FEE OF $150.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: HOWARD S. MICHELSEN Address: 30 LANDING ROAD GLEN COVE,NY 11542-2414 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ROBERT O'BRIEN P.E. CONSULTING ENGINEERING SERVICES 2074 MAIN ROAD, P.O. BOX 456. LAUREL, NY 1 1 948 631-298-5252 February 4, 2013 Town of Southold Building Department 54375 Route 25 P. O. Box 1179 p Southold, New York 11971 FEB - 6 2013 Permit No. 33022 Property of Valerie Michelsen 860 Rabbit Lane BLDG. DEPT. TOWN OF SOUTHOLD E. Marion, New York To Whom It May Concern: With reference to the small half circle window at the above-captioned residence's second floor stair intermediate landing platform, please be advised of the following: The non-safety glass sash has been protected from impact with 5/8" plywood and Y2" sheetrock panels installed in front of it. This in compliance with Section R-308-4, Hazardous Locations, of The New York State Residential Code, titled exception 9.3. Very truly your —� of ME g ��t °• O' n E. M� ti 052'�3�` S pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOUNTY,�ct� BUILDING DEPARTMENT TOWN OF SOUTHOLD February 26, 2013 Howard Michelsen 30 Landing Rd Glen Cove, NY 11542 Re: 860 Rabbit Lane, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Also need an Elevation Certificate Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) V Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37729 —Addition/Alterations TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET KJJ VILLAGE DIST. SUB. LOT r fol-' �er� icy P LE- FORMEROW�R N E ACR. . L--'QO� n OC) �J / '! S W TYPE OF BUILDING , RES. ,�p SEAS. VL. FARkA COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ? r p /u�(!1 CI lcS`OD Z�IK L 2 a� .� .02 / ` _ ��� �-�-� .rG n fd a*4 ;7 0 4 l O .�� 7 Y Jd IV, (A kc e.%i ?D //ytif2,L 7df���-3Q/. ��Gu�,� 7-6 Cm. .o < D CJ 1166 S-2.6 6 ; Y. ZZ �V.J 7f�/Q/ ,R�� FM � 02 l c-U3,yC- oho©o tv t t7op 5 toa i i q3 D 4'O -L-111 HE - Oo k- 0l 4 nU N e- 2' cis . . 330 0 hlmi 2719 --L 6) J-D.61e) # ,q 00 - c r!( zc�o 3r7oo 5�©o a �� z z� Z 1a e se-r S0 3$Fx� 3Mo 7 Soo 11 3 D , ����-r ��'� a-(, 1�'7� AGE BUILDING CONDITION �Zt� v R NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre 7 3,5,° /-/ Tillable FRONTAGE ON WATER -J 1' . `'..o'`o r ss-e Woodland FRONTAGE ON ROAD 3 3 g- Meadowland DEPTH House Plot BULKHEADV47 5 Totala-� DOCK • •• Ell ■■■■ONE■■MEN■■■■■■■■■■■■■■■ NJ I ■■■ ■M■■■■■■■ME11■■■■ ■■■■■■■■ ■■■ ■■■RMEMO■NAESI■■■■■ONE■■ONE ■■■ ■■B■�■�Il �Ji■1!■■■■■■■■■■■■■ ■■■■■■■N■a�ii1 ■■IE■■■■■■■■■■■■■ _ ■■■■■■■■■■■■■■■■■■■■■■■■■���® MEMEMOMMEMN !.. • Interior Finish - ' x� SURVEY OF PROPERTY SITUATED AT EAST MARION TOWN OF SOUTHOLD �• �w I SUFFOLK COUNTY, NEW YORK Ma, I _ S.C. TAX No. 1000-31 — 17- 19 Z t° I 0.ZO 1000-31 - 18- 18 I `� SCALE 1 "=20' Z I I MAY 22, 1998 I MARCH 23, 1999 ADDED PROPOSED ADDITION & 1 st FL. ELEV. MAY 4, 1999 ADDED FLOOD ZONES JULY 9, 1999 LOCATED EDGE OF PHRAGMITES cy V / CERTIFIED TO: RIDGE ABSTRACT CORPORATION BANK OF NEW YORK MORTGAGE COMPANY, INC. TITLE No. L275144S HOWARD S. MICHELSEN c� / VALARIE MICHELSEN L 0 T AREA DATA `I/ (AREA COMPUTED TO TIE LINES) ,b Nk .L S.C. TAX No. 18,957.03 sq. ft. alb' / J PHRAGMITES 1000-31 -17-19 0.435 cc. �o S.C. TAX No. 10,034.24 sq. ft. 1000-31 -18-18 0.230 cc. ,+�� S.C. TAX No. 1000-31-17-19 TOTAL 28,991.27 sq. ft. •�`° `nx 0.665 cc. m • � N NOTE: Z �0 FLOOD ZONE INFORMATION TAKEN FROM: Z �� FLOOD INSURANCE RATE MAP No. 36103CO177 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED 110 1 rn o ,"..b ,.,�• , ..p m Z, ,�� (,)V to � � Y s uv r / N° G � p OR°0 0. 69 isR1No��0 O � � • l +' �, PR Yi YARK.W LAKE V • ' S t� zdl ti roov LAKE �6` 4, rJ 1 NO eEA 616 OPT E� g �o 2 , ® 1 WIRE �; 1st 01, O Q. ' '•/ NEE k15 •► •\ �tl •4j�+ O �,,y n •X\ 4 I 6�0 /` �Ik h 40 a COUNTY OF SUFFOLK ""• s[cr�a+w pt '�� ^( Y • ,,[� �{.+�, ...... � ©Ned Pc Tax Service A9encY E wr. 0�1 ��((\\ g� �', �/_ / / rl / •�1 •/ •w p„ti.CwNv ekrr•e4 M T W01 - ��\ -/i ST" `^Q' V �.ww9 W.1A �® I • L000 OPiRiT LLF I \\Y\\ O . >J ��� o 5 Td CP 0 � fY `9.� J OqN PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND YYVNI TITLE ASSOCIATION. ,O� / •(/� 0s, ryq' V� k a O O r � N.Y.S. Lic. No. 49668 0. ' -` - UNATHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Joseph A. ingegno EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Tale Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (516)727-2090 Fax (516)722-5093 MION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY One Union Square P.O. Box 1931 _ -AND/OR EASEMENTS OF RECORD, IF Aquebogue, New York 11931 Riverhead, New York 11901 ANY, NOT SHOWN ARE NOT GUARANTEED. 98-2971 EXISTING CONSYR ZTION TO REMAIN EXISTING C4"11RUCTION TO SE REMOVED NEW INTERIOR OR EXTERIOR WALL EXISTING WINDOW TO REMAIN }_V a_i_ MUMS HE16HT 11I — — VAULTED GEILINl6 LINE � O 0 _ N EXISTING WINDO!l TO REMOVED 11 ® CARHON MONOXIDE DETECTOR 0 (n Q SD SMOKE DETECTOR t - + �- NEW POURED CONCRETE d - - z_ 3 _j w �( d d F- 14'-011 w U d �- DEGK A to A Pal EXISTING z z UPPER w _O 1'7 1" 4 DECK < W ~ Q O O W p Z Z - - - - - - - n>L - - - - - gam 0 < 5 F— _O iv IL p O m Ix v v = FWGb0611 Q m � � Q � 6 r---- i _ Q LJ.. 1 14 -ollF ((V� 0zcow EXISTING BEDROOM W �p Q i BATH BATH 1- V V EXISTING .7„ O O o 001— LIVING RM =EXISTIN CLOSET • O �� 9'-O" G �0 v v v v 0 68 v �v C� co < _ < N - ' MASTER SUITE r- O Q a 509.25 50. FT. V p/ p o -) X OQ = TOTAL PROVIDED = = p _ d _ _ _ _ '� - �o SD CA % = 51.94 50. FT. � S� X I m w �r IV N N N N N = m 2'-10" VENT = 55.81 50. FT. N (V N = W q- M O � SD =_ __ __ __ __ � -I Q 0 � co (2)13/4"XC{Y2" LVL X 2X4 P05T `9 �_ (3)I�/"xll�/" LVL FL (2)2"X4" FLUSH HDR � 2'—I(° v 2,-3„ 9 0 2X4 POST '� 8 USH HDR I N Q z o — 3�-611 I I'—I I" ( 14,CI POST TYP. — _ 10 z r' tuBEDROOM W (� v EXISTING N ; N -7 �U CD KITCHEN V v = v EXI5TING y ~ � I � to EXISTING WINDOWS TO X cSJ F-- V _ to �� BE RELOCATED tV = -7'_Q.11 � i tV I O LANDING O — v Env Eyv m LANDING cv N t ' AFCP301 n4. I ^^, DHP3046 TW3046 *TW3046 U w Dz w U oe 24'-1" �4 O � U- w z Pfi�OPOS D FIRST FLOOR PLAN PROPOSED'OPOSED SECOND FLOOR/F"RAM' INS PLAN W SGAL : y4" = I —o" SCALE: Y4" = 1'_O�� 0 PL� NOTE: ALL HEADER5 2"XIO" DP UNLESS NOTED co U- O N N z W d ' = J 0 a_ RETAIN STORM WATER RUNOFF UNDERWRITERS CERTIFICATE PURSUANT TO SECTION 45-10C REQUIRED OF THE TOWN CODE. PLUMBING APPROVED AS NOTED ALL PLUMBING WASTE DATE: B.P.# -a-z' - &WATER LINES NEED TESTING BEFORE COVERING ' y FEE: BY: _ u� NOTIFY BUILDI"11G DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE w p RES FOLLOWING INSPECTIONS: n 1. FOUNDATION - TWO REQUIRED J Z 3:FOR POURED CONCRETEumij u f- 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST o -BE COMPLETE FOR C.O. •0V31 o�130 01/3 0330X3 ALL CONSTRUCTION SHALL MEET THE 3 _ w jONNdO W31SAS Alddns REQUIREMENTS OF THE CODES OF NEW P a >- ����!P�l�4CY ®� YORK STATE. NOT RESPONSIBLE FOR A � A � FJ31d/V1 N! 03Sn u30-10S DESIGN OR CONSTRUCTION ERRORS, z z A,9Nddn000j031v0'-4 LI30 USE IS UNLAWFUL w O EXISTING ADDITION 3ao�3Q yN�13��3gWnid� ��iT -ICUT CERTIFICATE w o w z N011d01�t1� COMPLY WITH ALL CODES OF v Q g z OF OCCUPANCY NEW YORK STATE & TOWN CODE , 2 11f F— O AS RECUiRED Af�^ CONDITIONS 070 0 m 0� FLOP Q FLOOD 7 �, ' A� `i �.�_ SGiITNCLDTQI'JrJ'EA ¢� _� O p cn rr�R ....�.._., c-,, -�` Y-'pp��i p'°^A'�� GBGAR _ C° W CONAr . ,p, :, ', n n q..- IUdY, LATJ 'N Z FLO"�.. ! ..� DTuV'�'d TRUSTEES O o0 sou TH,_.LL .; ------tl N.Y.S.DEC Vw CERTIFICATION OF NAII.lNG & CONNECTIONS "0 REQUIRED. �"- L0 a ti z NT ALL C��,,�,-�. ,�_,,�.�� � � w �r MEET TH "ar! E �� �rr�c,v1E�VTS OF THE ly, IL]YI p CODES OF NEW YORKO HP 46 TW. 46 TW 46 STATE. A CD Q zC> Q O o - -- Z ti co X W L_ GRADE n f _ Fw- ., w 11-0 .a� Q.S•L a. i sy � LEGEND 0 0 EXISTING CONSTRUCTION TO REMAIN ! i--i EXISTING CONSTRUCTIONQ TO BE REMOVED SOUTHOLD BUILDING DEPARTMENT CRITERIA w NEW INTERIOR OR EXTER IOR WALL 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. 2 USE DWELLING UNIT-SECTION 310-310.2 O ER 2 HEIGHT TOTAL 23'�" P_� EXISTING WINDOW TO BE REMOVED FIRE AREA(sfi S-7 5 5Q f- _ 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION EXISTING WINDOW TO REMAIN 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN- 1995 HIGH WIND EDITION WFCM 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS CEILING HIGHT 6 DESIGN LOAD CALCULATIONS SEE SHEET VAULTED CEILING LINE 7 WINDOW AND DOOR SCHEDULE SEE SHEET 8 LOAD PATH SEE SHEET 6 gJ GO CARBON MONOXIDE DETECTOR 9 NAILING SCHEDULE SEE SHEET 6 0 10 EGRESS SEE SHEET N SD SMOKE DETECTOR 111 PLUMBING RISER DIAGRAM SEE SHEET 7 N 121 FIRE PROTECTION WA zz NEW POURED CONCRETE FOOTING, SLAB 13 TRUSS DESIGN DRAWINGS N/A w z 14 ENERGY CALCULATIONS SEE ATTACHED = EXI5TIN5 ADDITION .—. _ Q4n F.GLS. LINE o W _ m 7 o - - z 3 � w Q Q A o A Cn OHP 46 TW 46 TW 46 O Z 1- w O ---iu F.F. LINE Q w o Q gz zz <H Li Li Li L oir omw ® z < om � Q o 00 w X U w oW F.F. LINE —.— 00 r- Lo 5RADE O � a ti z w �r `� � Co � co PROPOSED NORTH ELEVATION o >- CD 5GALE: Y4" = V-O" d z o ADDITION EXI5TIN5 Z _ Q v -�. r � d F.GLS. LINE v� c w z w Z U 0 _Z 0 O Q F.F. LINE p QLL- 0 z � a w N 0 X _ W F.F. L I NE GRADE t4� w O N � N PROPOSED SOUTH ELEVATIONli z w z w Q 50ALE: Y4" EXISTING ADDITION y UPPER DECK Q O ,� � z - - - - - -r - - - - - - - - - - - - - - - - - - --� u� 7 m z - - - z a A N LpL11 P4 WO w Q z z N " ago X W (V Q 0 of < u_ w (1)15/4"X14" LVL RIDGE o zo � w v I o � O co o w NT CD co Q > O QZO O C) ] G., C) ESSO co OO PROPOSED ROOF FLAIL ............... F.GLO. LINE 50ALE: Y4" = 1'-0" 1 RI til 1 CANTILEVERED � DECK w z 26 26 w z � LL Q m F.F. LINE �---� 00 Z ( W �j EXISTING 2"X8" AGO X BUMP OUT FJ ® I6" OG W BEYOND CANTILEVER 12' n INTO 5TRUG1rURE EXISTING DECK I Jill , GRADE u- O N M N PROPOSED NEST ELEVATION z '-O" w z 50ALE: Y4" = I = J 0 0- t EXISTTN&CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEA INTWJ OR OR EM>=RIOR WAIL EXISTINS WINDOW TO REMAIN ra'rZ9 CEILING HEIGHT VAULTID CEILING Q LINE i ant O O EXI5T1N6 WpNDOW TO 9E REr40'1/ED ® CARBON MOINOXIDE DETECTOR 0 11 a OSMOKE DETECTOR IL (n ' = NEW POURED CONCRETE O - _z 3 _ w D K 14'-O" nrY C-1 A a EXISTING = w p 17'-1 a� D—ECK _j = z z _ — - UQgz - (V IL V ; F WG60611 .cam p m < Q v v 2 " Q "- F_ _� B�— V O ® O cy 14'-0 I = z c(o Q EXIS'�ING 10 -� BEDROOM `V BATH ; T O aoIyq llw� V O EXISTING Q F- �j v I lf) o w LIVING RM � � v 5'-7" 1 N O O � I � � EXISTING CLOSET _ - 0 Iu O - O d- MASTER SUITE Q/ I co dl D- �t 30�t25 50. FT. cn ~ un v x x x x x = TOTAL PROVIDED v I O C) N N ry N N �0 5D = 5?.94 SQ. FT. P � _� A a ti O m 21-10• VENT = 35.87 50. FT. cV ry X I p - w � (2)13/4"xgV2" LVL x 2X 5D -- __ -- -- I _� o) M (Y 4 POST -- __ __ __ O co (2)2"X4„ FLUSH HD R 2'-11" V q���� 2X4 POST (5)15�4ofx11�/g" LVL FLUSH HDR P 2 —3 �— �� I � N 05T T'r p. __ _- __ O - O 3 6 I p Z r BEDROOM pi O Q- Q EXISTING to O I KITCHEN EXISTING to j EXISTING WINDOWS LANDING 10 w �0,o BE RELOCATED N `A = v F m LANDING AFCP301 4 _1 DHP3046 TW3046 — — — — — — — *TW3046 nf/ 1 41_2 11 w z w U 24 -111z O FIRST FLOOR FLANs COND FLOOR/FRAMIN& FLAN z 5cALE. V4 Q SCALE: y4,, I-oil w Q, o NOTE: h=� V ,..r ALL HEADERS 21-XIO" DF 't o,fE�y�� UNLESS NOTED j a co a/ `t'1,r, uj LL w O04 rn `nt`0 032254-1 may`C N �90FESSVOV1 v� _ v� (L ROOF CON51. CONT. RIDGE VENT ARCHITECTURAL COMPOSITION SHINGLES OVER 15# BLDG PAPER W/ ICE/1NETHER SHIELD ® PERIMETERS AND VALLEYS RIDGE BEAM ON %" GDX PLY. ON #2 D.F. 2"XI2" R.R. ® 16" O.G. (1)15/4"X14" LVL W/ APPROVED RAFTER TO PLATE TO STUD HURRICANE CLIPS 12 MAINTAIN I" MIN. AIR SPACE BETWEEN INSULATION AND SHEATHING �5 v (SEE SPEGIFIGATIIONS SHEET) CJ® 16" a � - W'R cv B 1"X6" AZEK FASCIA (TYP) R-30 W v o CONT. VINYL SOFFIT VENT (TYP) � z w RIDGE BEAM (1)15/411X14" LVL r 1 � ¢ } A f/1 A W w O w z z M _ `—' � g o SECTION B B 2 O H 0 SCALE: Y4" = 1'-0" � O m 2"'XS" DF CJ ® 16" OG YVR-50 BETWEEN o C/) � 0C° w � oo BEDROOM R-50 o PROPOSED o co o FLOOR GONST. WALL GONST. 5/4 PLY. SUB FLR. GLUED AND NAILED ON GED,�R SHINGLE SIDING (PRIMED) OVER co 2�iX10" DF F.J. 16" O.G. (BTWN EXIST. TYVEK ON 5/a"8" GDX PLY. ON #2 D.F. 2"X6" STUDS ® I6" Z U) 2 X6 FJ) W/2II XS AGQ FJ 12 INTO O.G. W/ APPROVED HURRICANE STRAPS TO PLATES a ti STRUCTURE AND CANTILEVERED OUT 4 W/APPROVED HURRICANE STRAPS TO (SEE SPECIFICATIONS SHEET) W P,-Ict F.F. INSULATION W <i tPLATES (SEE SPECIFICATIONS SHEET) BETI'1 EN/FI N15H INTERIOR W/Y� GYP W.B. Q o Q � r n A n n n H n H nm n nm nm n M n n n n n n w Q Z C) O o 2"X6" DF RAFTER TAILS ® 16" OC z ~ NEW 2 XS AGQ FJ SISTER EXISTING 2 X6 GJ � I6 OG � ¢ TO NEW 2"XIO FJ FOR REAR TO REMAIN REMOVE EXISTING SHEATHING 15# FELT, COMP. SHINGLES AND '"Wo" AZEK FASCIA NOONT. VINYL SOFFIT VENT DECK CANTILEVER BATT INSULATION � co I"-O" �V APPROVED HURRICANE STRAPS TO PLATE-5 (5EE SPECIFICATIONS SHEET) X lu EX I ST I NCB EX I ST I NG EXISTING 2"XS" DF CJ ® 16, OG w W/R-I Q BETWEEN "' z w U EXISTING (5)211XIO" DF GIRDER O GRADE 1 1 z EXISTING a EXISTING h'� O 8"XS"X16" 8"XS"XI6" o GMU COLUMN GMJ C011Jh'N p A. z _ EXISTING BASEMENT O a: NOTEPL� CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS a AND REPORT ANY DISCREPANCY PROVIDE U5P JUS28 OR EQUAL CONNECTOR TO ALL FJ NEW 2'X2'XI' PG FOOTING W/8"X5"XI6" o caz.tr o , AT LEDCGER5 (SEE SPECS. SHEET) A90F _l�t��'b,� GMU COLUMN TO BOTTOM OF GIRDER PROVIDE PROVIDE U5P RT OR EQUAL CONNECTOR TO ALL RT QD 5'-3y2" 5'-3y2" 4'-�{" 4'-1" (SEE SPECS. SHEET) ,�/ v� �-! o PROVIDE U5P CONNECTOR PAU66 TO 10" PG PIERS lcv SECTION A—A (SEE 5PEG5. SHEET) cm d z w z SCALE: 3/g" = 1'-0" w 0 Q- GENERAL FRAMING NOTES D N A IL IN G SCHEDULE i GENERAL CONSTRUCTION NOTES " her framing material ITA B L E 3.1, INCLUDING 3.3 AND 3.9 � Ii 1.All walls,2x4 and 2x6,to be stud grade or better 16 o/c. All of g -1.The information on this set of construction documents is to relate basic design 11995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL to be#2 douglas fir or better. NAIL QUALITY NAIL SPACING intent and framing details. They are intended as a construction aid,not a substitute JOINT DESCRIPTION for generally accepted good building practice and compliance with current New York 2.All wood framing in contact with concrete or masonry to be pressure treated. _ state building codes. The general contractor is responsible for providing standard ROOF FRAMING V professionally finished,structurally RAFTER TO TOP PLATE iTOE NAILED 8'-0" WALL: 3-8d PER RAFTER - construction details and procedures to ensure a pro Y 3. Provide double floor joists under all walls parallel to floor joist span direction unless 10'-0" W ALL: 4-ad PER RAFTER Q sound,and weatherproof completed product. otherwise specified. CEILING JOIST TO TOP PLATE !TOE NAILED 8'-0" WALL: 3-8d PER JOISTNO 10'-0" WALL: 4-8d PER JOIST < CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE_TABLE 3.7 EACH LAP V 2.General Contractor to coordinate all sub contractors,scheduling of work,and 4. Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional CEILING JOIST LAPS OVER PARTITIONS i FACE NAILED S E E TABLE 3.7 EACH LAP IL N COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE _ interaction between trades. lumber floor joists. BLOCKING TO RAFTER TOE NAILED 2-Bd EACH END 3.The general contractor is responsible for ensuring that all work and construction construction: tongue and groove plywood subfloor. Finished material to be RIM BOARD T O RAFTER END NAILED 2-1 6 d EACH END m meets or exceeds current federal,state,and local codes,ordinances and regulations, 5. Floor applied over subfloor. Glue and screw plywood decking to floor joists. WALL FRAMING etc. These codes are to be considered as part of the specifications for this building PP TOP PLATE TO TOP PLATE FACE NAILED 2-16 d PER FOOT TOP PLATES AT INTERSECTIONS ,FACE NAILED 4-1 6 d JOINTS - EACH SIDE and should be adhered to even if they are in variance with the plan. � 6.All Window and door headers to be minimum(2)2x10 unless otherwise specified. STUD To STUD iF FACE E NAILED 2-16 d 24" O/C Z_ All interior headers to be(2)2x10 unless otherwise specified. HEADER TO HEADER FACE NAILED 1 6 d 1 6" O/C ALONG EDGES Dr J W 4. Dimensions shall take precedent over scale drawings(do not scale drawings). To P O R BOTTOM PLATE TO STUD END NAILED 2-1 6d PER 2X4 STUD 3-16d PER 2X6 STUD � U Q }- Pq 7. Provide full solid blocking under all bearing walls. 4-1 6d PER 2X8 STUD _ PCI 5.The designer has not been engaged for construction supervision and assumes no A N A BOTTOM PLATE TO FLOOR JOIST, responsibility for construction coordinating With these plans,nor responsibility for g,All beams to have adequate bearing at each end or as specified. B A N D J O IS T, END JOIST, OR BLOCKING !FACE NAILED 2-1 6 d ' - PER FOOT construction means,methods,techniques, sequences,or procedures,or for safety FLOOR FRAMING W O precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. JOIST Is T T O BILL, TOP PLATE, O R GIRDER T o E NAILED 4-8 d PER JOIST W 0 W >- BRIDGING TO JOIST P TOE NAILED 2-8d EACH END BLOCKING TO JOIST ITOE NAILED 2-8d EACH END = 0 Z Z 6. Refer to floor plans,exterior elevations,and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with'/z"exterior grade plywood or BLOCKING T O SILL O R TOP PLATE ;TOE NAILED 3-1 6 d EACH BLOCK U Q Q Z 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and LEDGER STRIP TO B E A M j F A C E NAILED 3-1 6 d EACH JOIST -1 O windows. All windows to be Andersen high performance quality or approved equal. headers. JOIST O N LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BAND JOIST TO JOIST END NAILED 3-16d PER JOIST Q Q m 7. Door and window headers to align unless otherwise noted. BAND JOIST To SILL O R TOP PLATE TOE NAILED 2-1 6d PER F O O T 11. Provide insulation baffles at eave vents between rafters. Q Of LL ROOF SHEATHING .. - I- 8.General contractor is to ensure that masonry and prefabricated fireplace STRUCTURAL PANELS E PERIMETER EDGE ZONE - 1 6" O IC - 6" A T PANEL 12. Exterior flashing to be correctly installed at all connections between roofs,WaIIS, I EDGES AND AT INTERMEDIATE SUPPORTS IN THE O Z O Q construction meets or exceeds all manufacturer's specifications and applicable codes. chimneys,projections,and penetrations as required by approved construction 8d PANEL FIELD j INTERIOR ZONE - 16' O/C - 6" AT PANEL EDGES AND 12" = O O W 9. General contractor to consult and coordinate with the owner and the plans for all practices. j 8 d '-T INTERMEDIATE SUPPORTS F IN THE PANEL FIELD C3 W built in items such as bookcases,shelving,pantry,closets,etc. FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF. INCLUDING 4'-0" ON EACH SIDE O THE ROOF PEAK, THE 4'-0" 13.General contractor to provide adequate attic ventilation and roof Vents. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. I � 10.Provide hardwired smoke detectors,with battery backup,on all floors and in each 14. Provide appropriate soffit ventilation at overhangs. CEILING S H E A T H I N G bedroom,verify with local code requirements as per Section R317,New York State GYPSUM WALLBOARD 5 d COOLERS 7" EDGE ! 1 0" FIELD Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES WALL SHEATHING STRUCTURAL PANELS 8d 4' EDGE ZONE - 16" O/C - 6" AT PANEL EDGES AND 12" 00 FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and A T IN T E R M E D IA T E SUPPORTS IN THE PANEL FIELD l~ GENERAL 8d INTERIOR ZONE - 16" O/C - 6" AT PANEL EDGES AND 12" � O safety requirements. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD a 1. General contractor to review plans,elevations,and details to determine intended FIBERBOARD PANELS �7116* 6 d 3" EDGE 16" FIELD Z heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of plumbing fixtures or 2 5/3 2" 8d 3" EDGE / 6" FIELD equipment provide bracing to tie framing back together. GYPSUM WALLBOARD I 5 d COOLERS 7" EDGE / 10" FIELD 8d 4' EDGE ZONE - 16" O/C - 6" AT PANEL EDGES AND 12" W M AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD CO 2.All footings to rest on undisturbed soil. GENERAL HVAC SYSTEM NOTES HARDBOARD T 3. Provide Y2"expansion joint material between all concrete slabs and abutting Q Z 0 concrete or masonry walls occurring in exterior or unheated interior areas. 1.Mechanical subcontractor is responsible for adhering to all applicable codes and __..... . ...... ...__._..._.-_., _.__ safety requirements. ;TABLE 3.7 i 1995 SBC HIGH WIND EDI11ON WOOD FRAME CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4.Concrete on 4"sand or gravel fill minimum,With 6x6-10/10 wire mesh reinforcing. WEATHERING SEVERE Z Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier. 2. HVAC subcontractor to full coordinate all system data and requirements with the CONSTRUCTION MANUAL FROST LINE DEPTH 3-0 Q y y q . _ equipment supplier. ;RAFTER SPACING 19' O/C I TERMITE MODERATE TO HEAVY co 5.Provide crawl space ventilation per local code requirements. 3. HVAC subcontractor to provide final system layout drawing and submit it to general DECAY SLIGHT TO MODERATE (D 6.General contractor to install cop-r-tex(or copper)sheet metal termite shields ROOF PITCH ROOF SPAN contractor,owner,and equipment supplier for final review and approval. 12 28 36 WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- AS PER MANUFACTURER'S between all wood surfaces that are exposed to concrete or masonry surfaces. 3:12 5 8 11 14 4:12 4 6 8 11 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE 7. Dampproof exterior of foundation with a bituminous coating as per code and soil FLOOD HAZARDS 5:12 3 5 7 9 conditions. GENERAL WIND PROTECTION CONNECTION NOTES 7:12 3 4 5 6 GENERAL FLOOR PLAN NOTES Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 -- 9:12 3 3 4 5 and 1995 SBC High Wind Edition Wood Frame Construction r' r. 4•z F,, 1. Dimensions shall take precedent over scale drawings(do not scale drawings). Fasteners and Connectors for Wood Frame Construction 12:12 3 3 3 4 `e "Y I n `✓A� 2.All interior walls to be covered With gypsum board with metal comer reinforcing. 1.A continuous load path between footings,foundations walls,floors,studs and roof s'�,M:,, (n ,r framing shall be provided. I n\ I r IX Tape,float,and sand(3 coats). 9 P I " I . l iTABLE 3.4 � W �� board her fastenin devices not included in the 1995 SBC HIGH WIND EDITION WOOD' 3.Walls common to garage and house to have a layer of 5/8 ,fire rated gypsum boa 2.Approved connectors,anchors and of g ti ~ FRAME CONSTRUCTION MANUAL ✓ ' �' c.y / Z at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber Standard Building Code,Table 2306.1 shall be installed in accordance with I RAFTER SPACING 16" O Ic ''"` 1 `{o' W recommendations. 120 mph FASTEST W IN D S P E'E D ```-1; requires 2 layers of 5/8",fire rated gypsum board. manufacturers recommen FE:; 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water 3. Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or DESIGN LOAD CALCULATIONS R O O F ROOF NUM E R Z p tile set on wonderboard or equal. subject to salt corrosion in costal areas,shall be stainless steel or hot dipped PITCH SPAN (ft) O F NAILS �. ) 0 resistant gypsum board,or wall t J O galvanized. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lbsf) -- --4_'1 2 16 4 OO 4.Where Windows and doors interrupt wood structural panel sheathing and siding, EXTERIOR BALCONIES 60 20 5 LL. DECKS 40 - 24 s Z framing anchors or connectors shall be provided at the top and bottom of cripple 28 7 Z studs,header studs,and at least one stud at each side of opening. ATTICS WITHOUT STORAGE 30 - _ ._... 32 8 Q ATTICS WITH STORAGE 40 - �{ 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ROOMS (OTHER THAN SLEEPING ROOMS) 40 3 6 - ci g _ 5:12 12 3 pp P SLEEPING ROOMS ties of 1 x6 or 2x4 lumber is located in upper third of attics ace and attach to each pair 30 1 s O of rafters. 20 n"1, 6.Uplift connectors shall be provided at each rafter bearing. CRITERIA FOR CALCULATION OF DEAD LOAD 2 a 5 r 28 6 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 32 7 comers. ARCHITECTURAL GRAPHIC STANDARDS 36 7 6:12 12 3 16 3 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation SNOW 20 4 with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A GROUND SNOW LOAD 45 lbs. 24 5 minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 28 5 each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ 32 6 SEISMIC masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 36 7 clp DESIGN CATEGORY B 7:12-12:12 12 2 LL spacing not exceeding 4 feet on center. 16 3 O N 20 4 t0 N WIND 24 4 THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT WIND SPEED 120 mph 28 5 z SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS EXPOSURE CATEGORY B 36 6 W GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR J - . - GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. ' WINDOW AND DOOR SCHEDULE _ _ _� _ ______77- ___ A=11uLlUltaim Ulm TW3046 DOUBLE-HUNG 5.7 10.31 4 20 24.7 -26.9 30 a *TW3046 DOUBLE-HUNG 5 7 10.31 5 20 24.7 -32.4 50 J O N TW2636 DOUBLE-HUNG 3.53 6.23 4 10 25.9 -28.1 30 � Q =� dj z FWG606'8 GLIDING PATIO DOOR Eft31 24.56 4 50 23.2 -25.4 40 m m 0 DHP3046 PICTURE 11.'19 4 20 24.7 -26.9 65 _ E 2. 4 10 25.9 -28.1 60 ! - AN21 AWNING z AFCP301 FIXED ARCH 0 2.8 4 10 25.9 -28.1 65 ~" w w u a } A (n A PQ I ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL -- w o NOTE DESIGNED AS A PARTIALLY ENCLOSED STRUCTURE �, - - - — ' J i - MUST HAVE DP UPGRADE KIT. _ ! Q g o_ CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B — _ _ ! p O m - E ;MEETS NY STATE EGRESS REQUIREMENTS . 'COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER __._.-... -_._-- __ .._ ___._. - - - 0 co Q . FOR HABffABLE SPACE. - STATE BUILDING CODE. TI TABLE R 301.2 (2) NEW_YO _._ . _ -- _ SEE ELEVATIONS co O Zco CUSTOM GRILLE ! = 0 coo W _ - i ! - _ OF A 1/2 X 3/4 DP UPGRADE S ALL NARROLINE WINDOWS MUST USE: ', - - - 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION �� �� ILL STOP. (SILL STOPS TOTAL A 1-1/4' - - - - _ _ UPGRADE SILL STOP KIT. - SASH LIFT INCLUDED WITH DP I ) _ . . . _ ,HEIGHT AND_REQUIRE THE INSTALLATION Oco F A SPECIAL j -- i ANY MULLED UNITS MUST MEET OR EXCEED I ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ul - 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK GLAZJNG STATE RESIDENTIAL CO NSTRUCTION CODE. o- REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. . . _ - UJ 4" VENT THRU SEGOND o 0 OOR ROOF O Z o F L W_ t `211 Q 2„� I � M I I I I I I I I 2 I III co SIkK I I I PATH I i � •s s • 1 t ' Ell I FLOOR „ z 211 411 2 1 U 0 0 I Z 2" 112 EXIST(NG a I w PATH o 1 5lkK I I _ F'., a PL-4 FLOOR 4 211 GLEAN OUTsszQ`° co I L/rD O 1041 N i TO EXISTING DIAGRAM I SEPTI G SYSTEM RISER z I N.T.5. � a RIDGE v O RAFTERLL Q O O USP RS250 AT 21 i� z 3 � w rA RAFTER/RIDGE/RAFTER WITH CT KING STUDS A A pa RAFTER Z Z Ill O RAFTER STUD W Z Z RIDGE USP RT16 OR(2)RT7 U Q g Z HEADER ; : � � � O RAFTER TOP PLATE p m Q TOP PLATE USP RT3 USP RS250 AT 21 USP RS250 AT 18" Q LL m USP RT20 USP RS250 AT 12" WALL STUD CONNECTION USP PRODUCT NUMBER � p � USP LS OR TMU IES WALL STUD A RAFTER/RIDGE/RAFTER WITH CT• RS250 21" O Z (0 Q JACK STUDS RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179 = O O W B RAFTER/PLATE/STUD RT20 p W RAFTER/PLATE RT16 or(2)RT7 U) PLATE/STUD RS250 18" C HEADER/STUD R73 Al RAFTER/RIDGE/RAFTER wio cT B RAFTER/PLATE/STUD �BRAFTER/PLATE PLATE/STUD C HEADER/STUD HEADER/JACK HEADER/JACK STUD RS250 12" D FLOOR TO FLOOR KLFTA or RS250 36' 00 F— �j E STUD/PLATE/SILL RS250 36" O STUD/PLATE RS250 16" O PLATE/SILL MP6F Z ti F AN BOLTS STB16 Ill � G POST ANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED PORCHES CBE SERIES p � O *1X6 OR 2X4-16"O/C COLLAR TIES MIN. Q Z - O o l Z ti Q � M coloe POST USP CBE P.C.FOOTING •. 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD 1ST.FLOOR WALL STUD �1ST.FLOOR WALL STUD w W G POST ANCHOR FOR COVERED PORCHES IZ 2ND.FLOOR PLATE 2ND.FLOOR PLATE SUBFLOOR 1ST.FLOOR PLATE 1ST.FLOOR PLATE U SUBFLOOR SUBFLOOR SUBFLOOR Z O RIM BOARD RIM BOARD USP KLFTA USP RS250 AT 36" USP RS250 AT 36" USP RS250 AT 16" 0 O RIM BOARD = RIM BOARD ,� 1ST.FLOOR TOP PLATES DOUBLE SILL PLATE POST >° J 1ST.FLOOR TOP PLATES �'• �• ��`,'i�KF�y�.. _ � ��, � W DOUBLE SILL PLATE USP MP6F p (" 1ST FLOOR WALL STUD FOUNDATION WALL FOUNDATION WALL `1" 1ST FLOOR WALL STUD •"; ° ; USP PAU 4,P� ' ' 'st,`'" (� W e.;.�• ..• P ' •'i P.C.FOOTINGPL-4 • �, ��� � , rQ-"�FLOOR TO FLOOR D FLOOR TO FLOOR �ESTQQPLATE/SILL rE'- STUD/PLATE PLATE/SILL rG POST ANCHORS FOR DECKS ao LL. O N co N 15 z I•- w z w Q S J to a.