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HomeMy WebLinkAbout37756-Z OF OF Town of Southold Annex 9/11/2013 y P.O.Box 1179 z 54375 Main Road o Southold,New York 11971 . irk CERTIFICATE OF OCCUPANCY No: 36497 Date: 9/11/2013 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 2085 Bay Ave, East Marion, SCTM#: 473889 Sec/Block/Lot: 31.47-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/11/2013 pursuant to which Building Permit No. 37756 dated 1/15/2013 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: interior alterations and"as built"deck, shed and outdoor shower additions to an existing one family dwelling as applied for per ZBA#6604, dated 12/20/12, see conditions 1 -4. The certificate is issued to Korchin,David&Rentz, Joan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37756 8/21/13 PLUMBERS CERTIFICATION DATED 9/10/13 Yqttituck Plumbing&Heating A h ' ed ignat re Lam" TOWN OF SOUTHOLD �Soffot � BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • SOUTHOLD, NY L 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#: 37756 Date: 1/15/2013 Permission is hereby granted to: Korchin, David & Rentz, Joan 57 Montague St Brooklyn, NY 11201 To: permit interior alterations & "As Built" Shed and deck addition per conditions of ZBA decision #6604 At premises located at: 2085 Bay Ave, East Marion SCTM # 473889 Sec/Block/Lot# 31.-17-3 Pursuant to application dated 1/11/2013 and approved by the Building Inspector. To expire on 7/17/2014. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $698.40 Flood Permit $100.00 Total: $848.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: h,z 4//� House No. Street Hamlet Owner or Owners of Property: © kx/ ` �Z p Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. / �C� Date of Permit. `j Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applican gnature g�FF01 Town Hall Annex p� COGy Telephone(631) 765-1802 54375 Main Road o Fax(631)765-9502 P.O. Box 1179 O • Southold, NY 11971-0959 y�j�l �a0� roger.richert(cDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Korchin Address: 2085 Bay Ave City: East Marion St: NY Zip: 11939 Building Permit#: 37756 Section: 31 Block: 17 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor x 1st Floor x Pool New Renovation x 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt 1-30E Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: 3-electerc baseboard heat Notes: Inspector Signature: Date: Aug 21 2013 Electrical Certificate.xls y 53095 Main Road PO Box 1179 1t '• • � Fax (63 l) 765 . w Yolk 1 1 97 1-0959 y�0•( � Telephone (6]i) ti BUILDIN(I'DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ® l Building Permit No. �� Owner: GI�I%01� 1A--2-,,V7Z Plumber: (Please plint). I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signa(ure) Swom to before me this f D dayo • , 20 /3 DENISE KING Notary Public,State of New York Registration #01 KI6041757 Qualified in Suffolk County Notary Publi ; 0111ity try Commission Expires May 15,2 • r OF SOpT�,o� o�yc00Nri,� TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 4ELlk TRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: GL'4Ly -1 - - Cv<�- DATE G�C INSPECTOR SPECTOR �� SO(/l�, o� Ol � o �o e cOUNi`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , LoLol DATE INSPECTOR hO��OF SOUlyolo 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: DATE INSPECTOR OF SOUryo c0UNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUN TION 1 ST ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY. [ ] FIRe SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ECTRICAL (FINAL) REMARKS: DATE ` INSPECTOR FIELD Il�TSPECTZON REPORT DATE COMAM.NTS FOUNDATION(IST) tA � T FOUNDATION(M) CA ROUGH FRANnNQ& y PLUMBING .. C INSUL•ATION PER N.Y. H STATE ENERGY CODE OC FINAL Z ADDITIONAL COMA�IENTS 4L fl�- i r'u�i=-tee s �:�.v� �c.c, �i� i ,•- c-� � �r�.,c e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7 Z=� Check Septic Form N.Y.S.D.E.C. D Trustees C.O. Application Flood Permit Examined 20 JUG- ;V 2012 Single&Separate Storm-Water Assessment Form BLDG.DEPT. Contact: � TOWN OF SOUTHOLDApproved 20 --- Mail to: Disapproved a/c Phone: G1��� � ' Expiration 7 ,20 /LZ Building Inspector APPLICATION FOR BUILDING PERMIT Date /p , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sits 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 wort: covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building hnspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 90 &�?) , 6r , NYIVQV¢4 (Mai mg address 6f applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -DAV ID fjF-:,W I Z (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of and on which proposed work will be done: A I ,-AST iO N House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ������ �(e�i `' SI DEK14: b. Intended use and occupancy 3. Nature of work (check which applicable):,New=Building" -Addition Alteration Repair Removal Dem'olitiori'__ ;Other Work U 11 L�7 (Description) 4: Estimated Cost :`; ; l:e ;3� " '(To be paid on filing°this application) 5. If dwelling, number of dwelling units 1 Number.of dwelling'units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type Of use—, . 7. Dimensions of existing structures, if any: Front � Rear ZJd , Depth J r Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear �l p De th j 10. Date of Purchase b li t 1 o Y- Name of Former Owner 7) 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES Y NO 13. `vVili lot be re-graded? YES__NO Will excess fill be removed from.premises? YES NO JOPQ 51 MONTA6 U i✓,e-,,r�,t D�_ 14. Names of Owner of premises i� OR(AWdress ff"GYNj NY PYt neTlo. ��rO6"�0?j' 6 SqZ Name of Architect 44PIL PA Mom. Address ' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? a`YES`-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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ALfkj�' ) fflowi &Wfld being duly sworn, deposes and says that(s)he is the applicant (Name o individual signing contract) above named, (S)He is the W2 n i (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 &ry u �c 51, 'S of N1, 9,,, o ew York No.01ST6164008 Sworn to before me this Qualified in Suffolk Coal t61 Commission Expires April 9, 0 day of (,� 2010, Notary Public Signature of Applicant r James F.King,President �,�Q�soujyo Town Hall Annex Bob Ghosio,Jr.,Vice-President . P.O.Box 1179 54375 Main Road Dave Bergen 41 Southold,New York 11971-0959 John Bredemeyer N ac G p@ Telephone(631)765-1692 Michael J.Domino �p Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7858A Date of Receipt of Application: June 13, 2012 Applicant: David Korchin &Joan Rentz SCTM#: 31-17-3 Project Location: 2085 Bay Ave., East Marion Date of Resolution/Issuance: July 18, 2012 Date of Expiration: July 18, 2014 Reviewed by: Trustee John Bredemeyer Project Description: As-built wood deck. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the as-built wood deck as depicted on the survey prepared by Nathan Taft Corwin III dated May 26, 2012. Conditions: The land area along the waterward side of the existing picket fence shall be preserved as a non-disturbance buffer. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. James00. King, Preside Board of Trustees J James F.King,President O�aO F so�jyo Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O.Box 1179 Dave Bergen 1 [ 4 Southold,New York 11971-0959 John Bredemeyer G Q Michael.J.Domino �Ol� �O Telephone(631)766-1892 Fax(631)765-6641 MUM, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0777C Date July 24,2012 THIS CERTIFIES that the as-built wood deck At 2085 Bay Ave.,East Marion Suffolk County Tax Map#31-17-3 Conforms to the application for Trustees Permit heretofore filed in this office Dated 6/13/12 pursuant to which Trustees Wetland Permit#7858A was issued on 7/18/12 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 as-built wood deck. The certificate is issued to DAVID KORCHIN&JOAN RENTZ owners of the Aforesaid property. Authorized Signature BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson A �Jf so UTiy®lo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. AL Office Location: Gerard P.Goehringer C, Town Annex/First Floor,Capital One Bank George Horning • a0� 54375 Main Road(at Youngs Avenue) Ken Schneider OIyCouf Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS �� Cc I r TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 lJ LI DEC 2 7 2012 i FINDINGS,DELIBERATIONS AND DETERM,NATION BLDG. DEPT. MEETING OF DECEMBER 20,2012 ------- OF S 0UTH0LD___._.. ZBA FILE: 6604 NAME OF APPLICANT: David Korchin and Joan Rentz PROPERTY LOCATION: 2085 Bay Avenue(adj.to Marion Lake)East Marion,NY SCTM#1000-31-17-03 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk pp q � County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its j reply dated October 19, 2012, 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 October 15, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to.this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property contains 4,827 (upland) sq. ft. located in a R-40 zone district and is non-conforming. It is improved with a single family dwelling. It has 60.00 feet of frontage on Bay Avenue, 97.77 feet along the eastern property line, 65.85 feet on Marion Lake and 73.86 feet along the western property line as shown of the survey prepared by Nathan Taft Corwin, IIl, Land surveyor dated May 26, 2012 last revised June 16,2012. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building I Inspector's July 27, 2012, updated October 4, 2012 Notice of Disapproval based on an application for building permit for"as built" shed and deck addition to an existing single family dwelling at: 1) less than the code-required minimum side yard setback of 10 feet; 2) less than the code required rear yard setback of 35 feet. RELIEF REQUESTED: The applicant requests variances to: 1)maintain an as-built shed and shower having a 3.3 i foot side yard setback where the Code requires a minimum of 10 feet and 2) maintain an as-built deck having a 24.9 foot rear yard setback where the Code requires a minimum of 35 feet. i ADDITIONAL INFORMATION: During a site inspection, it was observed that the adjoining property owner to the north and the third parcel to the south each have an outdoor shower in a non-conforming side yard with a non- _ i r� Page 2 of 3—December 20,2012 ZBA File#6604—Korchin/Rentz CTM: 1000-31-17-3 I conforming side yard setback. There is no evidence of building permits or C.O's for these accessory shower structures. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 1,2012 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 V67-b(3)(b)(1). Grant of the variances requested will not produce an undesirable change in the I character of the neighborhood or a detriment to nearby properties. Sheds, rear yard decks, and outdoor showers on waterfront properties are characteristic of residential neighborhoods. The as built rear yard deck addition and the attached outdoor shower enclosure and shed are not visible from the street an are we screene rlvacy from adjoining neig ors a ong oth s1 e yar s y a o a e ence. 1 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant to maintain the as-built shed and shower can be achieved by some method, feasible for the applicant to pursue, other than a side yard setback variance. Upon review of the arcel's survey and site inspection, the applicant has area in the rear and where an accessory shed P Y p pp Y rY and shower may be placed in a code conforming location. However, the location of a free standing shed and shower in a rear yard on this waterfront property_wou.1d be far more visually intrusive with possible adverse impacts to Marion Lake, than the existing 3' wide by 5' high as built shed and shower which are attached to the southerly side of the dwelling. In addition,the options for a functionally convenient location in a conforming front yard are limited by the existing driveway and the 11.7' front yard setback of the dwelling. The benefit sought by the applicant to maintain the as-built rear yard deck addition cannot be achieved by some method, feasible for the applicant to pursue, other than a rear yard setback variance. The rear of the pre-existing dwelling has a non- conforming rear yard setback of 34.3 feet; consequently any addition to the rear of the dwelling will require a rear yard setback variance. 3. Town Law V67-b(3)(b)(3). The variance requested to maintain a 3.3 foot side yard setback to an as-built shed and shower is mathematically substantial representing 67% relief from the code. However, the other side yard measures 32.3 feet which provides amply access for emergency equipment, and, although the attached shed and shower enclosure are close to the southerly property line, they are both lower in height than the existing fence, and the southerly neighbor's residence has a'very substantial side yard setback for privacy. The variance granted herein to maintain a rear yard setback of 24.9 feet to an as-built deck addition is mathematically substantial, representing 29% relief from the code. However,the rear yard setback is not to an adjoining residential parcel, but to Marion Lake, and a non-turf buffer exists between the freshwater wetlands and the subject deck. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that the variances to maintain a rear yard setback to the as-built deck addition and side yard setback to the attached shed and shower enclosure 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, the Board of Trustees permit requirements and the condition(s)written in this appeal. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the 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.Furthermore, the applicant constructed the as-built shed, shower and deck addition without the benefit of acquiring a building permit. I f. I. I Page 3 of 3—December 20,2012 ZBA File#6604—Korchin/Rentz CTM: 1000-31-17-3 I 6. Town Law 4267-b. Grant of the requested relief to maintain a rear yard setback variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of maintaining an as-built rear yard deck 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 Weisman (Chairperson), seconded by Member Go6hringer, and duly carried,to GRANT, the variances as applied for, and shown on the Survey prepared by Nathan Taft Corwin dated May 26, 2012 and the Architectural Drawing entitled Korchin-Rentz, sheet 1 prepared by Meryl Kramer R.A., not dated. CONDITIONS: 1. The application of fertilizer,herbicide and pesticide on lawn areas is prohibited. 2. The attached "as built" storage bin/shed shall not be enlarged or increased in height, or used for anything other than storage. 3. No heat, electric or plumbing shall be permitted in the"as built" attached storage bin/shed. 4. The "as built" storage/shed shall not be reconstructed. Should its condition be beyond repair; it must be removed. - That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. I Any deviation from the survey, site plan and/or architectural drawings cited-in this decision will result in delays andlor 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. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan andlor 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. I Vote of the Board: Ayes: Members: Horning, Weisman (Chairperson), Goehringer. Nays: Members Schneider, Dinizio. This Resolution was duly adopted(3-2). .t I. Leslie kanes Weisman, Chairperson Approved for filing /2012 I I I.. Town Ha Annex 41 Telephone(631)7.65-1802 54375 Main Road g 9 Q P.O.Box 1179 ro(der.richert(Q�taoin.Sou�thotA.nY.us Southold,NY 1197I-M59 Qr BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED 13Y: � y Date: Company Name: Name: License No.- Address: L L Phone No.: r. JOBSITE INFORMATION: (Indicates required information) *Name: IkJ *Address: ��g *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 44 4JU)L1M_1M (Please Circle All That Apply) *Is job ready for inspection: YES/ NO. Rough I Final *Do-you need a Temp Certificate: YES f-qD0_ Temp Information(If-needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 8Mequest for Inspection Form S l I M E R Y L K R A M E R a r c h i t e c t Ms. Pat Conklin Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold, NY 11971 January 15,2013 RE: Korchin Rentz Residence Tax Map# 1000-31-17-3 Dear Pat, This letter and attachments will provide you with all of the items that you have requested during our telephone conversation regarding the above mentioned property. To summarize: 1. The window in the bedroom will be an egress window. It will be a casement window with a check rail to match the other double hung windows in the room. 2. The renovations on this house will not be a "substantial improvement" according to FEMA. 3. We are applying to Southold Town Trustees for an emergency permit to repair the existing deck. Please let me know if you require further documentation regarding this permit application. Best Regards, Meryl Kram IA, LEED AP Encl. r Cc: David Korchin and Joni Rentz D JAN 2 8 2013 BLDG.DEPT. TOWN OF SOUTHOLD 218 FRONT STREET P.O. BOX 683 GREENPORT, NY 11944 631-477.8736 WWW.MKARCHITECT.COM rZZ -JUM114 T. TERRY RR Y A ;2::; P.O. FIOX 1174 -rOWV CLERK Ln LE C;I 5rRAR OF'V1 TAJ.STA-n 511 C 5 (Ob Fox (.5 1(11 7*65-1823 MARRIAGE OFFICERTcicphonc (5 16) 7(i.s.1 RECORDS MANAGEMENT OFFICER -jA- F-RE:EDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK 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 Application" ( FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)] . 6i�13. D C-PT TOWN OF SO! MOLD Judith T. Terry Southold Town Clerk 'August 25 , 1993 '. APPLICATION 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 sign)- 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 rc-issued. 4. Development shall not be used or occupied until a Certificate of CompGa.nce is issued. 5. The permit will expire if no work is commenced within six months of issuanm 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 Admiaistrator.or his/her representative to make reasonable • inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY TIAAT ALL STATEMENTS HEREIN AND IN ATTACHMEN S TO _ THIS APPLICATION ARE, EST OF I NVLEDGE, TRUE AND ACCURATE. / DATE (APPLICANTS SIGNATUR Q ' / SECTION 2• PROPOSED DEVELOPMENT (To be comolctcd by APPLiCAIr'Tl NAME ADDRESS TELEPHONE APP LI CANT Nit, r�r�VU, mac- &1�3 6MENR P-T',, NV 4ii -ia�y BUILDER I&IM CIF RE, FU! LDE Z 'b DOC- VVN D Rk CJZAW VE tv Y' ENcrrIEER -7z� •��� PROJECT LOCATION. • To avoid delay in processing the application, please provide enou6 informalion'to easily ideatify 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.laadmarlk A sk-etcb aaached to this application showing the project locado❑ would be helpful. i — i • i FDP(93) i APPLICATION PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT e+CTIVITY STRUCTURE TYPE ❑ New Structure Residential (1-4 Family) Vdition O Residential (More than 4 Family) eratioo O Noo-residential (Floodproofwg? O Yes) ❑ Relocation O Combined Use (Residential & CommcrciaJ) O Dcmdlition, ' ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES_ ❑ Fill ❑ Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work), ❑ Road, Street or Bridge Construction O Subdivision (New or Expansioo) ❑ Individual Water or Sewer Syscco� r �f y� . �� y�y� I�hcr (Please Specify) 1'�p�'Q� e 1 �IN�t6 11 0 Alter completing SECTION 2, A.PPL[CA,1T should submit form to Local Administrator for review. SECTION 3• FL.00DPLAiN DETERMINATION (To be completed by LOCAL ADhfIMSTRA.TOIZ) The proposed development is located on FIRM Panel No. . Dated The Proposed Development- 0 Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLALN DEVELOPMENT PERMIT IS REQUIRED). ❑ LS located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood cicyacion at Lhc site is: ' R. NGVD (MSL) O Uoavailablc O The proposed dcvclopmcnt is located in a (loodway. FBFM Panel No, Dated O Scc Scction 4 (or additional instructioos. I SIGNED DATE is APPLICATION 4 PAGE J OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he complcted by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before lbe application can be processed: ❑ A site plan showing (be location of all cxisling structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑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 floodproofing 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, available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑Top of now fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For . floodproofed structures, applicant must attach certification%from registered engi.n= or - architect. / ❑ Certification from a registered engineer that the proposed activity w a regulatory floodway - will not result La.any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Othcr. SECTION 5 PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRA.TORI I have determined that the proposed activity. A. ❑ Is B. Cl 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, (be Local Admiaistrator may issue a Dcvclopmcot Permit upon paymeol of designated fee. If BOX B is checked, (be 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 lbe Board of Appeals. APPLICATION s PAGE a OF a APPEALS:. Appealed to Board of Appcals? O Ycs ❑ No Hearing date: Appeals Board Decision --- Approved? O Yes ❑ No 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 professioga] eo&ecr or a licensed land surveyor (or attach a ccr6ficadon to this application). Complete 1 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: FT. NGVD (MSL). a L Actual (As-Built) Elevation of floodprooFwg protection is FT. NGVD (MSL). i NOTE: Any work performed prior to s/tvbmittaJ of Lhc above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL, ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of Lhe project to ensure compliance with the commuaiVs IocaJ law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8' CERTIFICATE OF COMPLIANCE(-To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued_ DATE: BY: Attachment B % SAMPLE / CERTIFICATE OF COMPLIANCE J for Development in a Special Flood Hazard Area I I w TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXISTING BUILDING ❑ VACANT LAND J THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 119 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC (93)' FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 27, 2012 TO: Meryl Kramer for D Korchin &J Rentz P O Box 683 Greenport, NY 11944 Please take notice that your application dated July 27, 2012 For an "as built" shed &deck addition to an existing single family dwelling at Location of property 2085 Bay Ave., E Marion, NY County Tax Map No. 1000—.Section 31 Block 17 Lot 3 Is returned herewith and disapproved on the following grounds: The "as built" additions on this non-conforming 4,827 (Ppland) sq. ft. lot, are not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognizedy the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots less than 20,000 sq. ft.,the required side yard setback is 10' &the rear yard setback is 35". The "as built" shed addition is noted at approx. 3.3' from the side yard & the "as built" deck addition is shown at 24.9' from the rear yard. Authorized Si n LOT COVERAGE OVER UPLAND LOT AREA DESCRIPTION AREA % LOT COVERAGE SURVEY OF PROPERTY HOUSE WITH PORCH 620 sq. ft. 12.8% SIT DATE EAST MARION SHED 52 sq. ft, 1.1% • TOWN OF SOUTHOLD OUTSIDE SHOWER q'& WOOD WALK 30 B ft. 0.6% 6 SUFFOLK COUNTY, NEW YORK �.y� \ I �.4 �y. REAR WOOD DECK 174 sq. ft. 3.6% �. �q,�j S.C. TAX No. 1000-31-17--03 SCALE 1"=10' FRONT WOOD WALK 33 sq. ft. 0.7% '? \ \� \ O MAY 26, 2012 JUNE 18, 2012 ADDED LOT COVERAGE TOTAL 909 sq. ft. 18.8% �J�P�S1Llt '•h ° \ \�� % >�S� � �p TOTAL LOT AREA = 4,943 sq. ft. `\\ ESE 5 H 7 6r (TO TIE LINE) 0.113 cc, UPLAND AREA = 4,827 sq. ft. \ q \ S 6 WETLAND AREA cc116 sq. 12t. \ x �� •wpA>rf 6-06., (TO TIE LINE) \ XAZxAff zs/ XJA .22 jj .0 Q• NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988_DATUM \ \' "cam � �G EXISTING ELEVATIONS ARE SHOWN THUS: 4' ° a°pO xm EXISTING CONTOUR LINES ARE SHOWN THUS: ————s—— —— ' F.FL — FIRST FLOOR n. \ f �'� � t O.FL — GARAGE FLOOR \ e�:�cb 2. THIS PROPERTY IS IN FLOOD Z N -AE (E�-6)\ c,• j /, � ° FLOOD INSURANCE RATE MAP No. \1 / �REs �• "�./ J0JP1zp9P¢ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 22 RR 66 a' �o, p'1 Bldg Dept copy from ZBA G, OUTA 'T2`Q'12 / X� g5 Final revie a docum is A`m X� / �' ZBA File x Date: a��®���1�a ��� G°� ��•• ..9 \� PREPARED ACCORDANCE WITH MINI is STANDARDSIF R TITLE SURVEYS AS ESTABLLIISHEDBY THE LIAL.S.AND APPROVE T d•e', a•.d AND ADOPTED FOR SUCH USE BY THE NEW YOORK STATE LMID TITLE ASSOCIATION. ]I1LV. AL Y v L� N.Y.S. U.=. No. 50467 UNAUTHORIZED ALTERATION OR PDD=N r-Y TO THIS SURVEY IS A VIOLATION OF alI• SECTION 72D9 OF THE NEW YORK STATE EDUCATION THIS Nathan Taft Corwin III THE LA OF THIS SURVEY MAP NOT BEARING - THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED ' TO BE A VPLID TRUE COPY. i CERRFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE Successor To;Stanley J.ISakserL Jr,1,5. TITLE COMPANY•GOVERNMENTAL AGENCY AND Joseph A Isoksen L.S. LENDING INSTRUTIDN LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INFN rifle Sum Subdivisions — Site Plana — Construction Layout TUTION.CERTIFIEATIONS ARE NOT LENDING INFERABLE Y9— Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MOILING ADDRESS AND/OR EASEMENTS Or RECORD,IF 1586 Main Road P.O.Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport,New York 11947 Jamesport,New York 11947 1197A Generated by REScheck-Web Software Compliance Certificate - E C E W E ,, li Project Title: Korchin Rentz Residence Energy Code: 2010 New York Energy Conservation Construction Code BLDG. DEPT. Location: Albany County, New York TOWN'OF SOUTHOLD Construction Type: Single Family Project Type: Alteration Heating Degree Days: 6894 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 2085 Bay Avenue David Korchin and Joan Rentz Meryl Kramer Architect East Marion, New York 11939 57 Montague St PO Box 683 Brooklyn, New York 11201 Greenport, New York 11944 718-403-0292 631-477-8736 meryl@mkarchitect.com ��= Compliance:2.6%Better Than Code Maximum UA:116 Your UA:113 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. • • AssemblyArea or R-;Value fl-Value or Door Perimeter • Ceiling:Cathedral 550 26.8 1.0 20 Wall:Wood Frame, 16in.D.C. 840 24.0 1.0 33 Window:Wood Frame,2 Pane w/Low-E 80 0.350 28 Door:Glass 94 0.340 32 Floor:All-Wood Joist/Truss Over Outside Air --- --- --- --- _ Exemption:Framing cavity not exposed. Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to omp with the mandator equirements listed in the REScheck Inspection Checklist. —Mav i� ff4 . � . Name-Title g to Date Project Title: Korchin Rentz Residence Report date: 01/10/13 Data filename: Page 1 of 4 SURVEY , OF PROPERTY SI I'UA T'E EAST' MARMN TOWN OF SOUTHOLD �� G4 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1 000-31 — 1 7-03 S SCALE 1 "= 1 0' �- 3.5 MAY 26, 2012 � 3.4 G. FF�O 4.7 TOTAL LOT AREA = 4,943 sq. ft. P R N S Q ° ERESR NHS. (TO TIE LINE) 0.113 aC. UPLAND AREA = 4,827 sq. ft. 6 WETLAND AREA = 116 sq. ft. \ x 3.9 rFT qpp ri 6 (TO TIE LINE) /c r�� /`♦ gRFN� hF .06 , stiORF<°Nc 59 ' ) Cry 0,4 60 �\�O�P� O X ot 3.6 - \ 37 / \ \ \ \ 0.4 �O \ \ \ , Oq_,�O O A\�'O / 2.7 O 2 \ \�N , 3.5 X 3.8 3.6 , y j^ °OO \ �O 0_� 3.7 \ � \" \ �i-'. OOO nc" 3.4 I OF E Pd lip 61 3.2 Q a O a FAN \ 'a c \ QP���a° 3.7 3.3 Go",- NOTES: 4. \ ELEVATIONS ARE REFERENCED T 988 1 . ELE N 0 N.A.V.D. 1 DATUM GJ�9 1 3.0 EXISTING ELEVATIONS ARE SHOWN. THUS: s.p - X36 3.6 �:: EXISTING CONTOUR LINES ARE SHOWN THUS: — — —5— — — — F.FL. — FIRST FLOOR G.FL. — GARAGE FLOOR \ 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) FLOOD INSURANCE RATE MAP No. 36103CO177H \ � g ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 11, ` WIRES I �1 .6 p OVERHEAD d G � X 4- 2.7 F\� 9��0 "C a 9 � •0�1/ ^� V 27 "J hy2 X COPlZ % d ��iP C-J• ,111, `G all, PREPARED IN ACCORDANCE WITH THE MINIMUM V STANDARDS FOR TITLE SURVEYS AS ESTABLISHED a.a\ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Q ° 2u0 TORE SUCH 005EI BY^THE-N�WgYORK STATE LAND T . p,IrT(o_ as � \? 1 IND N.Y.S. Lic. No. 50467 Nall. �3 UNAUTHORIZED ALTERATION OR ADDITION 1i TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan T of t Corwin I I i COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 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 Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INS Title Surveys — Subdivisions — Site Plans — Construction Layout INSTI- TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-08'7 -�---� Foundation Notes: Framing Notes: The contractor is to verify all measurements in the field and any The contractor is to verify all measurements in the field and any 1- FRAMIN discrepancies are to be brought to the attention of the discrepancies are to be brought to the attention of theArchitect Joint Description 3' No. 8 SCREWS 12" O.C. Engineer/Architect prior to construction• p �� p Nall Sizes Nail l S act n LIGHT WOOD-FRAME WALL riot to construction. t` ROOF FRAMING 1 -All concrete 3,500 psi after 28 days minimum. Wood Framing WASHER (TYP.) 1. All lumber is to be No. 2 or better Douglas Fir Larch N with �' l Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter 2 -All rebar ASTM A-615 Grade 60. g ( ) a Ceihn9 Joist to Top Plate (Toe-naile:d) 3 - 8d per Jo15t \- the following minimum specifications: 3 - 16d each la Y2" PLYWOOD �9802 Ce111ng Jo15t to Parallel Rafter (Face:-Walled) p 3 - Footings are to be installed on undisturbed virgin soil. Ceiling Joist Laps over Partition5 (Pace-nailed) 4 - I Gd each lap= Fb= 825 psi t?F 2 - 8d per tie, cLAs the bottoms of all footings are to be installed a minimum of 3' Fv- 95 psi Collar Tie to Rafter (Face-nailed) — Al Blocking to Rafter (Toe-nailed) 2 - 8d each end below grade unless indicated otherwise. Fc perp = 625 psi - Kim Board to Rafter (End-nailed) 2 - I Gd each end E = 1,600,000 psi rrrf WALL FRAMING PLASTIC-COATED 4 -The Architect is to be contacted If unacceptable or I PERMANENT WOOD SCREW questionable soil is encountered during excavation. 2. All treated lumber is to be No. 2 or better Southern Yel ow To Plate to To Plate (Face-nailed;) 2 - 16d per foot p p CHOIRS Unacceptable soil is soil containing clay and/or organic material. Pine with the following minimum specifiications: Top Plates at Intersections (Face-nailed) 4 - I Gd Joints-each side GLAS JAN 1 1 2013 Stud to Stud (Face-nailed) 2 - I Gd 24" o.c. Y2" PLYWOOD 5 - Backfill along foundation is to be clean material and is to be Fb = 975 psi Foi Header to Header (Face-nailed) 16d I G' o c,-along`edge5 compactedmechanically compacted in 6 inch lifts. Each layer is to be Fv p 17p5 psi r ' FRAMIN eDCTAIL o FC er 565 psi F ,)(, I)I=P1. P � Tf f S:�l!(i10LD Top or Bottom Plate to Stud (End-malted) 2 - 16d per 2x4 Stud -------------- --- -E = 1,600,000 psi 2 - ]Gd per 2XG stud - I 6 = Base Material layer shown on the drawings is to be a 2 - I Gd per 2x6 5tud 3. All straps, connectors, plates, bolts, nails, etc. are to be compactable, easy to trim, granular fill that will remain stable and galvanized or stainless steel. Designated connectors, strap z WASHER (TYP.) 9 9 p Bottom Plate to Floor JoiSt,BandJolst,EndJoist or Blocking 2 - I Gd per fpot support construction traffic. A clean fine-grained material with at p etc. on these drawings are made b Simpson unless 2 (Face-nailed) PLYWOOD OPENINGS least 10 to 30%,of particles passing a No. 100 sieve but not g y p PROTECTION; THICKNESS indicated otherwise. All connectors, straps etc. are to be D- L ; DEPENDS ON WINDOW containing silt, or organic material is recommended. nailed/bolted in accordance with the manufacturer's 0 FLOOR FRAMING 3° No, 8 SCREWS 12" CbPENING WIDTH (I) . specifications. J015t to 5111 , Top Plate or Girder (Toe-nailed) 4 - 8d per.Jol5t, DETAIL A - TYPICAL 7 -All snap off form ties are to be removed and remaining eridgmg to Joi5t (Toe-nailed) 2 - 6d each end ATTACHMENT OF PLYWOOD openings are to be sealed/grouted. 4. All floor sheathing is to be 23/32 inch AC type plywood, tongue Blocking to Joist (Toe-nailed) 2 - 8d each end, OPENINGS 'PROTECTION TO WOOD-FRAME BUILDING and groove, with an APA span rating of 48/24. Floor g p NOTE: IN LIEU OF SCREWS, 8 -The foundation contractor shall coordinate with the plumbing sheathing shall be glued and screwed to the floor joists (6" Blockln to Sill or To Plate (Tae-mailed) 3 - I Gd each block LUGS WITH NUTS AND " Ledger 5trih to Beam (Face-nailed) 3 - 1 Gd each Jol,, and electrical contractors relative to installation of sleeves and OC edges and 12 " OC field ). Joist on Ledger to Beam (Toe-nailed) 3 - 8d peQ6i5t WASHERS MAY BE USED • other penetrations prior to pouring concrete, Band J015t to Joist (End-nailed) 3 - I Gd per Jo1st -'' - Alternate to 120 MPH Certified Window Installation 5. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 Band Joist to 5111 or Top Plate (Toe-nailed) 2 - I Gcl ' per`foot Plywood Panel Window and Door Protection for Wood Framed 9 - Install isolation joints along foundation walls and at column plywood and shall be nailed with 10d common nails 6"OC ROOF SHEATHING Buildings � _ and other floor penetrations. ,, edges and 12" OC field. 10- Foundation excavation is not to be back filled riot to the 6. Solid blocking is to be installed every 8' max or mid span of Structural Panels 8d 4 o.c. perlrneter zone p all f joists with spans exceeding other G" o.c. edges of .• SURVEY OF PROPERTY installation of the floor framing. loot jo' spa n 8'. panel , 12"o.c. interior SITUATE 7. Double joists are to be installed below(parallel walls. of panel EAST MARION Diagonal Board 5heathirlg TOWN OF SOUTHOLD I°x G" or I"x 8" 2 - 8d per 5upport $6 SUFFOLK COUNTY, NEW YORK 8. Blocking is to be installed at all point loud bearing points. 1 S.C. TAX No. 1000-31-17-03 I°x 10" or wider 3 - 8d per Support s ' SCALE 1^=10' 9. Walls are to be framed with 2x6 inch studs spaced 16 inches Z A� Q MAY 26, 2012 CEILING fD�� 4 \ ?��'� O.C. unless indicated otherwise. 01 s� � i�t� �+ F sa ' TOTAL LOT AREA = 4,943 sq. ft. 10.All joist and beam hangers and fasteners used on the exterior Z Gypsum Wallboard 5d 7 edge/ 10 field �� a (To TIE LINE) 0.113 aa. are to be Simpson Type 304 or 316 Stainless Steel. ® 0 \\ UPLAND AREA = 4,82'7 sq. it. WALL SHEATHING S s WETLAND AREA = 116 sq. ft. x� \ 6s9y (TO n`LI"`) 11.All bolts nuts and washers are to be stainless steel or hot r n Structural Fane15 Bd (see table 3.9) \ F n xu 1 dipped galvanized. pa, , ' ' I Fiberboard Panels rya T' i � 3 4 W 7/ I C" Gd 3" edge7 61I field h`'of �� / �'.5/ 32" 8d 3" edge/ C' field x ) \ \ 'LUt1tfS�R c�RrlF�CAT�oN +� x\ �, !V LEAD CONTENT BFFOF?r _ J 6-P tF, ...� r� -_ ] (� Gypsum Wallboard 5d . 7"edge/ 10" field xAd m cE RTIFICATE OF ti,✓CCUPANCY Fi=E'. �� Dlf ` N d see cable 3.9 d. RAFTE SOLDER USED/N VIA T LIKING 0- 14�f� � 0 Hardboard 8 ( ) \ Il�TIF 11 I Particleboard Panels 8d (see table 3.9) °0 Diagonal Beard Sheathing \ `�o,. `� l.XCEEU / J "1°% L�OUPPLY SYSTEM �- FOLLOWING 11 SPE--f, IONS'I OIt t't94u I : C or I x 8' 2 - Fad per Su ,�°°.•. / pport ,:�++°: v `` NOTES: V-CUT SHEAR BLO ING ' �r� FF7,r�l F :�' p • � � ,• �:. aP4 - I. ELEVATIONS ARE REFERENCED TO N.A.Y.D. 1988 DATUM � CK FOR h��I\EIJ b�,`�����s'u ' III}; 1 Q° Or wider 3 - gd per 5uppOrt .. .'. ..aye �� ,y �5 EXISTING ELEVATIONS ARE SHOWN THUS:m � �� C XI - msrrNT — -- PLUMBING . � STRAPPING,r,F �°�F�.7'y�'+7�IfW�d, .. .. .FLOOR SHEATHING EATH I NG d• • • xis ,r� EXISTING FNWRNOToO"UR LINES ARE SHOWN THUS: _ ALL PLV1't:17iItl�7 EJYAJT �` ® l L b'I'"�! ' 1,+ ® Q � +� 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) Structural Panels d,. \ q@ C 1�1 `,� ` 1 fl[ 7 j �QQ0,,gg0 FLOOD INSURANCE RATE MAP No. 36103C0177H �(WATER,�INI; GI �` t9V �1 L�11 fp1�d1`I iT`' }��� F p p Z -. _: •. ,,... ... \ 'G 1' Dr91'- ZONE AE: BASE FLOOD ELEVATIONS.DETERMINED i , {•., COVE I .. I Ir''b `�a RUC TIN l4/i'IV of 1 TEST ING BEFORE CO V�c3 I`I_ �.. I IN .�, C ed e I2 field �. _.. J� W I or less ,. 9 ,., :,.•. a '€:.,, � .. : I "k iPL.- _ ? - P Cede/6. 1 4 r. r..ater than I ., . s o � . _ . 1. .. -.._ ., _ .- OJOISTS). �JT�cI" LL x4a g a _ . 2X TRIM BOARD FOR SHEAR RL. CKING BETWEEN 9 �s ,C 1. 4. FIELD TRIM TO MATCH JOIST=DEPTH AT OUTER EDGEOF �,_, s t.�Q Dla anal Board 5heathin ti C�U6 _dt�� g g V co <: � OtdILw� a o WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH ,'; � "'� ` , or I"x 8" 2 - 8d per'support 4 \ 0 1 ti , >; G' 1 INN4� d • >; 10" or wider 3 -,8d persupport ��, x, �a o%� �y D c00 ,. ..d ' �p�pry�' �j 0 I Nailing rec;uirement5 are based orn wall sheathing nailed G"on-center at the panel edge. If wall Sheathing 15 nailed 3" ors-center at the A, 44 •' fY WATER�U'JOFF panel edge to obtain higher shear(capacities , nailing recluirement5 for structural mernber5 Shall be doubled, or alternate connectors , Such �� \ I I r Y3 Y3 Y3 �L�R ' /� � � CHAPTER 2<36 AL r : . sv`m w R nu We nm TE aw N as shear pl�lte5 , shall be used to rmaintain the load path. JL (� or ME "` Rol FO8M OF T JOWN CODE, d IFOR 9XH nLC 'P la9f ME tiV WttMO( .lE'•'fD I I I Y2 2 When wall sheathing 15 continUOUe5 over connected members , the tabulated number of nails 5hall be permitted to be re uced to I - I Gd Y2 SIMPSON LSTA36 nail per foot. \'. : Nli� STRAP ) , � ,r< x a� N.Y.S.LIc.No.50407 MAXIMUM ALLOWABLE V-CUT NOTE: WF; , ix1 r' AiL Ern ALTERATION ON nowlroN J 1t� a ,i� 1 g� , OF PROVIDE 2 STRAPS EACH SIR WINDOW ' Nathan Taft Corwin HEADERS OVER5' LONG. q I�Id ?' y ME We V.&VOR's sm ORLand Surveyor SHEAR BLOCKING AND VENTILATION HOLES '+-•G I 3 .. .•• - -- amrnunaa woRUTm ncnEan svu RUN OILY M nC PaASoN ion w "M II S ]j/•' y� I .. IaNlE 001V�/M'`.�tWrH blaf.AGEICYNID P R J�! 5oaa.or To:S.=N J.IRxJuerl,Jr.L.S. A ' tENo.Ro oanMroN LASTED HaiFAl1,ANO Joaeph A hpegno L.S. _• , �. . rvrlon. a u�r1flior iw.aEVAaE. T7W sump-subdw f rna- St.Plop. - Con.t-W.L YoN ,r"q ,i { + J •, PHONE(6S1)727-2090 Fox(631)727-1727 I ">...;' j ` N M t 947 SHEAR BLOCKING DETAILS (cal Window and Door Header Strapping D MMO/Ott EwsEll`Et�aS"��",F �ESLOWED JAT WILING B. 5 Typical PP� g Detail Each . ANY,NOT sHo"ME NOT WMANTEEO. Joma.port,N. York 11947 Wwpott, a York NTS _ Corner SITE PLAN NTS I _ DRAWING LIST SITE DATA LEGEND ABBREVIATION 0 SYMBOL DESCRIPTION SYMBOL DESCRIPTION ¢ U W SHEET NO DRAWING TITLE DATE SCTM# 1000-31-17-03 CD At DEP L Depart Interior air SECTION SYMBOL c1 c� AO TITLE SHEET 1-11-13 N BER AB vE SECTION NUMBER 101 DOOR NUMBER Above Finished Ceiling Detail Kilowatt Ua I ao PROPERTY ADDRESS 2085 BAY AVE., EAST MARION " , sER-a.E _ SHEET NUMBER AIA.. ,s ove Inls e oar .• c� lameter �-°.� en t a lus � Al PLANS,ELEVA"TIONS,SECTIONSANDIDETAI S AmericanInstitute oArchitects la ona avato e n era or CMUAIEE AmericanInstitute o ec rlca n Ineers Dimension oun a ulre OWNER DAVID KORCHIN AND JOAN RENTZ AISC AmericanInstitute o ee ons ruc Ion own (near RM S Room(s) -� Q © x'f ELEVATION SYMBOL Aluminum D D Light S S Stainlesssteel Manufacture SIM Simil r LOT COVERAGE SEE SITE PLAN _ ; <OVWE ELEVATION NUMBER . + GYPSUM WALL BOARD erna a rW raw@ W A _ SHEET NUMBER mere Elevation Material a ArchitectElectrical Maximum w METAL American ocie 0 Heating, a rl era Ion n Ineer Mechanical 0 IrConditioning Engineers Ua ezzanlne X n DETAIL FLAG SYMBOL tMechanicalN CONCRETE(SECTION) merlcan OCIe 0n meets ul men InI111Um ZONING , R 40 NON-CONFORMING 1 DETAIL NUMBER American Societyor es In a erla S eC nn a er 00 er Miscellaneous A6.1 SHEET NUMBER Oar X aus Metal ROUGH WOOD BLOCKING OC Existing ' North r NATHAN TAFT CORWIN LAND SURVEYOR TYR SURVEYOR ® SECTION) BLK eam X OSe a Iona ec nca 0 e ' JAMESORT, NY WOOD BLOCKING Others ICIIS National Electrical anU aC UrerSAssoc. tj.o.N UnIpsy,otherwise No JUNE 18, 2012 (SECTION) , o om oar o In on tract COLUMN LINE British ThermalUnitFootNumber BUILDING HEIGHT ALLOWABLE 35 FEET \� a Ine Fire or 0 0 ca e ACTUAL-16'=0 0.' ; FINISH WOOD el In IX Ure Overall eramlc 00 In _ , rOAD OverallDimension ENERGY CODE BUILDING,�XCEEDS MIN. REQUIREMENTS SET FORTH BY N.Y. U IC FeetHer Minute aU a F4 n Center STATE RESIDENTIAL BUILDING CODE-SEE ATTACHED REPORT ® PLYWOOD(LARGE SCALE) en er Ine GallonOutside DiameterWC Watpr Closet ELEVATION MARK ClosetGalvanized Pounds Per Cubic o0 ear GeneralPerpendicular w DESIGN CRITERIA TYPE OF CONSTRUCTION-WOOD PLATFORM FRAMING- DOUGLAS FIR #2 NEW WALL 0 umn sum a oar Phase = SNOW LOAD-25 PSF. - Concrete Hardware Plate FIRST FLOOR- `LL 40 PSF. Construction Hollow Metal Plastic Laminate O EQUIPMENT NUMBER EXISTING WALL � w SECOND FLOOR-LL 30 PSF. Continuous Horizontal Plumbing WIND SPEED- 120 MPH. — — — — — overin ourPlywood FROST LINE DEPTH- 36" ® . REVISION SYMBOL DEMOLISH WALL en er o water I Hanel SEISMIC ZONE-B — - Polished WEATHERING.-:SEVERE ' - CUIN Cubic Feet � Inside lame er • PISF Hounds per Square o0 TERMITE DAMAGE-MODERATE/HEAVY wl ow UM WINDOW INSULATED WALL U IC ar nC U e nC u In Pounds er uare inch DECAY- MOD/H'VY e t 1 n O—late, Ion Fainted ICE SHIELD U�NDERLAYMENT REQUIRED DBL Double Hsu a eInsulating, Hsu a Ion s, ,,.k3 U L R 1( REPAIR EXIST. FLASHING AT ROOF/WALLS°F� �U EQ f EQ EQ �.� INTERSECTON _ EXTEND EXSITNG ROOF FOR NEW COVERED \ f T -1 ENTRY PORCH O / NEW WINDOW NEW WINDOW \ 3� 2 X 8 ACQ HD7r� �_..�.� I RECONSTRUCT-EXISTING J J _ L_ __J DECK-DAMAGE?BY-STORM E \ AS-REQUIRED 24"X 24 D.C. FTG.WITH 12"0 o CONCRETE FILLED IU 20'-12"VIF m SONOTUBE,MIN. o !� - - REPLACE EXIST.WINDOWS o 36" BELOW GRADE,TYP. 4'-2 ' ■ ■ z o 00 RELOCATE AND REPLACE EX. - o w 20 11"VIF N - EXIST. WINDOWS ¢ > 2 - - - NEW SLATTED WOOD _ SHED BEYOND ® --- -REPLACE a ui zo � / a SCREEN WALL — o OQ O — z EXIST.DOORS ¢ LL EXIST. / AND m - —\ SHOWER �0H SIDELIGHTS 3 2 X 8 ACQ HD 103 ENCLOSURE ® � RELOCATE ROUGH EXIST. OPENING FOR SLIDING WALL PANEL \ SHOWER �i WINDOWS LINE OF EXISTING HOUSE 00 ABOVE O BEDROOM KITCHEN O - 104 op Lij SOU��THELEVATION NORTHELEVATION EXIST. 3 3�� SHED 21/4"=1-0" 1/4 I1- 1-0 FOUNDATION PLAN REMOVE EX.WATER / HEATER 107 `REMOVE EXIST. CEILING JOISTS IN - �• 1/411=1'-011 LIVING AREAANDI KITCHEN ONLY o B TH � O cnv 105 CA NEW WOOD STOVE Z BY OWNER 0 O - TYPE X GWB � N al T TO BE BEHIND WOOD LL SELECTED. VERFIY i STOVE TO COMPLY 4-► STOVE WITH NFPA 211 106 IDI ENSIONS AND AND NYS BUILDING O 0 NFPA 211 CODES REQUIREMENTS ELECTRICAL LEGEND — ——-- ——-- -- — 5/4 X 4 WD DECKING , _ _, j PRIOR TO NEW TANKLESS - BEDROOM INSTALLATION WATER HEATER, (� DUPLEX RECEPTACLE OUTLET X(3) 2X8 ACQ GIRDER- 8 ACQ DJ @ 16"O.C. g g SEE PROJECT QUADRAPLEX RECEPTACLE OUITLET � LIVING AREA MANUAL --_—�-- _ _ —r—_— ----- -- ---_------ o W � — HALF HOT RECEPTACLE OUTLET ��� _ �_����-��—�\--�����-���'- —�-�-�\������ -' (2) 5!8 INCH GALVANIZED- �•, WATER PROOF RECEPTACLE OUTLET \= -2���2_�Z\������ BOLTS, NUTS,AND WASHERS Eq Eq. ` WP -1- r- � _ - �t - W GRADE SIMPSON RELOCATE SWITCH OORS _ REMOVE EX.DOOR AND $FI GROUND FAULT INTERRUPTORt OUTLET � � � - L t_ � � > \ HIGH HAT FIXTURE LIGHTING. WINDOW AND REPLACE E US26 JOIST TO EXT. � z_ _ fi o J ���- --- F ]ANGER WITH NEW FRENCH DOORS DIRECTIONAL HIGH HAT - 4 X 4WD POST IN SIMPSON }—I ( < \ — — —— -:--�T I--�:T: -F-- -�- -�-- - - \ -- -- z }. I —III—1 CB44 STAINLESS STEEL J � , — g STEP OWN101 � SURFACE MOUNTED CEILING FIXTURE W POST BASE.TYP. -III=III< ! -III III-1 6 0 (5) O B SURFACE MOUNTED WALL FIX`fURE �►-I�►- 4 � -III I I-III- _ v k.. , O ..:: �-: : _ . _ , ' � � )1E1=1 m 24 24 X 12 P.C. FTG. WITH - - - - - .; ; SWITCH REPLACE EX.WINDOWS III—II I—III II I "•�d :, � ,, f _ — — w _. I n 12"O CONCRETE FILLED = - a - - - - TYP. �II� Lo _II III III LIP III ,.•. . _ � DIMMER SWITCH .. - - Q- _ PORCH � .:_ ,>,.., , ., .. M BE 36 MIN. BELOW .. ",E D STOOP r F W { SONQTU �� I-I EXISTING W00 TO P 0 102 � / / � GRAPE ON UNDISTURBED SOIL --III �I <,� ` G I I x II BE M�DIFIEOTO �' �r O r 0 TELEPHONE ,, . .,, I- - ACCOMODATE SCREEN WALL ( O TELEVISION EXIST. SHOWER N #5 REBAR— �I -III_ NEW SLATTED WOOD C O S/� SMOKE DETECTOR ENCLOSURE SCREEN WALL SURFACE MOUNTED CEILING FAN =III=III=III III III (D THERMOSTAT 11III1 11IIIIII—III- O O O O = UNDER CABINET MOUNTED FIXTURE t =T SURFACE MOUNTED LIGHTINGi TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT EXIST.SHED ® ELECTRICAL PANEL EAST E L EVAT I O N EXHAUST FAN/LIGHT 1/411=1'-011 3/4 8SECTIONE)ETAIL@DECK FIRSTFLOORPLAN $ 3 WAY SWITCH 1- I -- SURFACE MTD. PORCELAIN FIXTURE tr a w z � 4 u. Z uy `t w M � � h � CO x n GREEN MOUNTAIN WINDOW SCHEDULE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REMOVE EX. WB CEILING i%' �%i:, - ------------ ---- - - - - - - - - - - - - - -- - - - - - U oo t� G C NG ; % NAME TYPE R.O.SIZE (W x H) COMMENTS EGRESS -------_----- --- ---_— -- —— _---------- _--- �- FINISH AND INSULATE BETWEEN — — — — — — — — — — ///. RRS WITH OPEN CELL SPRAY %%jj/ A MAW2424 2'-1 X 2'-14" VERIFY EXIST. RO PRIOR TO —— --- ------_-- — —_---_ _-- _—_ __ ___--__ _------ tu FOAM(R 3.7 PER INCH) / ///;, ORDERING WINDOWS ---_------_--_- --- --- - - - _- - _- --_-_- _- - - - - - u, B MDH2622 2'-g 6"X4'-5g" VERIFY EXIST. RO PRIOR TO --___---- - - - - - - - - - - - - _ _ - -:-: ----_ -.- o ORDERING WINDOWS - - - - - - - - - - --- - - - - - - - - ///i C MDH2O22 2'-216"X 4'-5 8 VERIFY EXIST. RO PRIOR TO - ---- -- --- --- _-_ -- --- --_ _-- - ------- -- // /// i... ORDERING WINDOWS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - �+ �! D M DH2O16 5 al' VERIFY EXIST. RO PRIOR TO __--------__-__-_-_-_--_-___---- -____-- - - ---__- 2 2116 8 ORDERING WINDOWS - - -_-- _- - - - _- - _- -_- -- _--- - E 4'-10" HTX7' 6" BASE CUSTOM TRIANGULAR -- _--_-- ---- - - -- - -- -- - ---- - - --- - -- - REMOVE EXIST CJs.SO THAT REMAINING TIES ARE PICTURE WINDOW F 4'-10" HT X 7'-6" BASE CUSTOM TRIANGULAR 0"OC PICTURE WINDOW =�A= G MCM7236PICT 6-1"X 2-1? FIXED PICTURE EXIST.WALL FRAMING 4 w w lY Z DOOR SCHEDULE w NUMBER TYPE SIZE (W x H) COMMENTS I-- I- 101 A 3'-0"x 6'-811 SIMPSON THERMAL FRENCH #7501 102 EXIST. DOOR TO REMAIN 6SECTION 103 6-31/4"X6-103/4" GREEN MOUNTAIN GMDFLSS WESTELEVATION 1/4" 1 1-01 104 R.O. O CUSTOM SLIDING PANEL 1/4"=1'-0" A I 105 2'-6"x 6'-811 REPLACE EX.-SASH ONLY 106 2'-6"x 6'-8 REPLACE EX. -SASH ONLY 107 2'-611 x 6-8" POCKET DOOR EXTEND EXSITNG ROOF FOR NEW COVERED ENTRY PORCH NEW WINDOW NEW WINDOW -- ---------------------------- (V EXISF-DECK - REPLACE EXIST.WINDOWS A M z 0 20'-12" EXIST. REPLACE EX.WINDOWS Ll REPLACE EX. NEW SLATTED WOOD SHED BEYOND DOORS SCREEN WALL—- i EXIST. co SHOWER-\ ENCLOSURE - N j I EXIST. SHOWER I C) OBEDROOM _ O N KITCHEN SOUTHELEVATION NORTHELEVATION EXIST. SHED o BATH ir�ECFTVED N T OCT 0 4 1.01Z N - 9'74E. - -- ---- __- --_ -_ _ Z --- _ __ - - __ -_--- _-- ---- BEDROOM LIVING AREA60 --------- -------------—-_------���T REMOVE EX. DOOR AND V! WINDOW AND REPLACE - Q WITH NEW FRENCH DOO RS W STEP DOWN ----- .._ -- , B aREPLACE EX.WINDOWS, 5 _ n 8 TYP. ri Lu EXIST. STEP DOWN b. ,PORCH < SHOWER EXTEND EX.WD STOOP AS d ENCLOSURE SHOWN x h N NEW SLATTED WOOD \\ SCREEN WALL \\ O H J y O -B '11'11" (B) (7B) � EXIST.SHED EASTELEVATION 4 ... 1/411=11-0II FIRSTFLOORPLAN 1./4"=1'-0" 'I I -- -_------ _ - - - - - - - - - - - _ - - - -_ _ - - _-_ _-_ _- - -- - -- - - - ---_- --_-_--:-:----_-_ - -_- -__- --- - - - - - - - - --- - - - - - - - - - - - -- - - - - - - - - - - j ' -----_-----------_------------ — —_— — -- — — - ---_—_—— - - - - - - - - --- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j'. — — — —— -- —— —T--- — —— - - ---— — - -- — - - —_---_—_— —- —_—T— — — — —-—_ --— — —— - -— — — —-—-— — — — — --. _ — _ — — --'---- 't m FIFBldg Dept copy from ZETA W z Final revie ed documer is ZBA File oc a Date: U ¢ v � rs t Q �, <n co ti x � = m `! .! o o a ri F w W 1 WESTELEVATION a w 1/4"=1'-011 �'