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HomeMy WebLinkAbout36023-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 7/20/2011 CERTIFICATE OF OCCUPANCY No: 35077 Date: 7/20/2011 THIS CERTIFIES that the building Loc~ion of Property: SCTM#: 473889 Subd~ision: ADDITION/ALTERATION 1025 ALBACORE DR GREENPORT, Sec/Block/Lot: 57.-1-14 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/1/2010 pursuant to which Building Permit No. 36023 dated 11/15/2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additiions, including deck, to an existing one family dwellin~ as applied for per ZBA # 6402, dated 8/18/10. The certificate is issued to Levison, Michael & Levison, Carolee (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 5/25/I 1 36023 7/18/11 .o Georec Beryy Jr , 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. 36023 Z Date NOVEMBER 15, 2010 Permission is hereby granted to: MICHAEL LEVISON PO BOX 1038 MARCO ISLAND FL, 34146 for : ADDITION & ALTERATION TO AN EXISTING DWELLING PER ZBA DECISION #6402 AND TRUSTEES #7255 AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 057 pursuant to application dated NOVEMBER Building Inspector to expire on MAY 1025 ALBACORE DR GREENPORT Block 0001 Lot No. 014 1, 2010 a_nd approved by the 15, 2012. Fee $ 448.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF O( NOV ~ UI'AIN L~'~WN OF SOUTHOLD 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 o f 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 New Construction: Location of Property: / O l~ ~- House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Old or Pre-existing Building: Street Permit No. Date of Permit. Date. /~ {o d t ~/ (check one) Hamlet Block Filed Map. Applicant: Lot Lot: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~/D. ¢,9 Underwriters Approval: Final Certificate: ~ (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971 0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~town.so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Levison Address: 1025 Albacore Dr City: Southold St: NY Zip: 11971 Building Permit #: 36023 Section: 57 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC B~ower Range Recpt Transformer Appliances Dr~er Recpt Disconnect Switches Twist Lock Other Equipment: 2-exhaust fans, 2-paddle fans Ceiling Fixtures ~ HID Fixtures Wall Fixtures i 21 Smoke Detectors Recessed Fixtures~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~__~ Time Clocks Exit Fixtures [~ TVSS Inspector Signature: Date: July 18 2011 81-Cert Electrical Compliance Form Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax(631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit bio.. ~-~ ~ (-')~-_~ (please print) Plumber: '1 (pleuse print) Date: I certify that the solder used in the water supply system contains tess than 2/10 of 1% lead. '~ d' Oqum~,~Si~t~ Sworn to before me this dayof rg~y' ,20 Il I/ Notary Public, ~County VE~I L. LOPER Notary Public, State of New Yo~k NO. 01L06070081 Qualified in Suffolk Couofv Commission Expires. / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. [.~OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAP~NG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSFECRON [ ] FIRE RESISTANT ~ [ ] FIRE RESISTANT PENETRATION DATE ~ INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] ~RE RES~TANT ~ENETRAllON [ ] FOUNDAT~GN 1ST [ ~j'FFIAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] mmRmST~Tco.smucno. REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT ION [ ] FOUNDATION 1ST [~']' ROUGH PLBG. ] F~OUNDATION 2ND [ I INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] ~R?~AFETY INSPECTION FIRE RESISTANT CONSTRIJC'IION [~.~FIRE RESISTANT PENETRATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [,~OUGH PLBG. ] INSULATION ] FINAL ] FIRE SA,-.-, ,l' INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: /~~ ! DATE "~-("~ ~ /./ INSPECTOR~/~ 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 TOWN OF SOUT~IQL~7~r~NG [ ]FOUNDATION 1ST [ ] RO.~I PLBG. [ ]FOUNDATION 2ND [ ],~ULATION [ ]FRAMING/STRAPPING ['~]'FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , [ ] ELECTRICA~I. (FINAL) RrE/~IARKS:~ DATE ~~//~ff INSPECTOR ,~"~-'~' -/'~ FOUNDATION (IST) FOUNDATION (~ND) STA~ ~ CODE ~D~ON~ C0~8 , ~,~,, ,,~.., .~~,.,, , ,.~ , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c /~/b', 20 /E20/o E×p ration 5/' -Go / , NOV BLDG. DEPT. TOWN OF SOUTHOLO a. ~his application MUbl be complm PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: / Building Inspector CATION FOR BUILDING PERMIT INSTRUCTIONS Date //// ,20 /d) ly 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 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. ~¢~3/Stig~atur"~-o f applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee~chitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 5~ Block [ Subdivision Filed Map No. Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of. propo,sed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ?'~/tO'2~' 5. If dwelling, number of dwelling units ,~ If 9arage, number of cars Fee Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. 8. Dimensions of entire new construction: Front Height /,~ t Number of Stories 9. Size of lot: Front /~'Or~-/' Rear Dimensions of existing structures, if any: Front '70 Rear Height //,,il' Number of Stories / Dimensions of same structure with alterations or additions: Front Depth. ~ Y' Height fJ' Number of Stories Rear /7 £ Y" _Depth Rear / Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /~ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES NO [//Will NO v/'/ excess fill be removed from premises? YES NO 14. Names of Owner of premises P~lt4[a~Z!~!~LAddress Io~r ,at~o,a~ o-aPhone No. Name of Architect Address .~t~¥-lh~t~ Phone No Name of Contractor _fie..~-~, ~,,f,r/' Address ~Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t/NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet eta tidal wetland? * YES // NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. l ot4</q-,caa lC> ' 16. Provide survey, to sc~/le~ ~v"{tfi~ccu?dte foUndatibn plan and distances to p~operty 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 5 c,t~'~-~ ~ a ~ D. ~e_/' ~ ,~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE O. BUNC% (S)He is the ~r.~'bc¢.~ ~f' Nota~t Public, State of N.:.: .... No. Oi ~0] u5o5 (Contractor, Agent, Corporate Officer, etc.) Qualified Irt Suffolk C.' Comml~ico ~xpires Apr' 2.1~ / of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file t~h'iT~ a~plication; 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. Sworn to before me this i~- dayof ~OJ 20 tO Notary Public Signature of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7255 DATE: MARCH 17~ 2010 ISSUED TO: MICHAEL & CAROLEE LEVISON PROPERTY ADDRESS: 1025 ALBACORE DRIVE~ SOUTHOLD SCTM# 57-1-14 AUTHORIZATION Pursuant to thc provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of thc Board of Trustees adopted at ~ meeting held on Marchl7, 2010, and in consideration of application fcc in the sum of $2,50.00 paid by Michael & Carolcc L~yison and subject to the Tcrm~ h~d Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits th~ following: Wetland Permit to cons,t!-uct a one-story addition and. deck addition with steps onto an existing one-story, one~amily dwelling; install a drainage system of leaders, gutters and drywell; and establish a 10' wide non-turf buffer, and as dePicted on the survey prepared by Nathan Taft Corwin III, last dated January 28, 2010, and received on February 12, 2010. IN WITNESS WHEREOF, th~ said Board of Trustees hereby muses its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Brederneyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 August 18, 2010 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Robert E. Herrmann EN-Consultants, Inc. 1319 North Sea Road Southampton, NY 11968 RE: MICHAEL & CAROLEE LEVISON 1025 ALBACORE DRIVE, SOUTHOLD SCTM# 57-1-14 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 18, 2010: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit #7255 to modify the proposed one-story addition from a 10'x17.7' square foot addition to a 12'x17.7', 212 square foot addition; and to modify the configuration and reduce the size of the proposed deck from 186 square foot to 168 square foot, and as depicted on the survey prepared by Nathan Taft Corwin III, last dated July 27, 2010, and stamped approved on August 18, 2010. Any other activity within 1 Off of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Jill IV[,JDoherty ~/ President, Board of Trustees JMD:eac Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0643C Date: May 17, 2011 THIS CERTIFIES that the construction of a one-story addition and deck addition with steps; gutters to leaders to drywells installed; a 10' wide non-turf buffer to bc maintained along the bulkhead At 1025 Albacore Drive, Southold, New York Suffolk County Tax Map # 57-1-14 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated February 12, 2010 pursuant to which Trustees Wetland Permit #7255 Dated March 17, 2010 and Amended on August t8, 2010 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 one-story addition and deck addition with steps; gutters to leaders to drywells installed; a 10' wide non-turf buffer to be maintained along the bulkhead The certificate is issued to MICHAEL & CAROLEE LEVISON owner of the aforesaid property. ~t~or~ed S~ignatu~r New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 · Fax: (631) 444-0360 LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander B. Grannis Commissioner December 18, 2009 Michael and Carolee Levison P.O. Box 1235 Southold, N.Y. 11971 Re: UPA #1-4738-03946/00001 Facility: 1025 Albacore Drive, Southold, N.Y. S,., ~ M #1000-57-1-14 Dear Michael and Carolee Levison: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that: The property landward of the bulkhead greater than 100 feet in length constructed prior to 8/20/77, as evidenced on Aerial Image Resources photo#73-2046 dated 4/6/76 and shown on the survey prepared by Nathan Taft Corwin Ill dated 10/14/08, is beyond Adicle 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary, and your pro.leer (i.e a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura Scovazzo// Permit Administrator cc: En-Consultants, Inc., MHP, file ..-BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex IFust Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http:#southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18, 2010 ZBA FILE: 6402 NAME OF APPLICANT: Michael and Carolee Levison SCTM#1000-57-1-14 PROPERTY LOCATION: 1025 Albacore Dr. and Blue Marlin Dr., (adj. to canal leading to Southold Bay) Greenport; NY 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 County Administrative Code Sections A I4~I4 to 23; and the Suffolk County Department of Planning issued its reply dated June 15, 2010 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: This application was referred for reviewed 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 his reply dated June 24, 2010,~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) Based on a survey dated March 31, 2010, prepared by Nathan Taft Corwin, III, LS, submitted with the application, subject property is an improved, non-conforming, lot consisting of 21,997 sq. ft: buildable land. It has 94.17 feet~of'fi:6htag[e on AllSacore Dr[~,e and'70 feet of frontage on Blue Marlin Drive, 176.14 feet on the western property line, 100 feet on a canal and 162.54 feet on the eastern property line. BASIS OF APPLICATION: Request for Variance from Code Sections 280-116B, based on an application for building permit and the Building Inspector's April 8, 2010, Notice of Disapproval concerning additions to an existing dwelling, at: less than the code required setback to a bulkhead of 75 feet. RELIEF REQUESTED: Applicant is requesting a deck and a modest one-story addition to the waterside of the house. They are requesting a setback of 58 feet from the bulkhead where the code requires 75 feet. ADDITIONAL INFORMATION: During the hearing, the applicant's agent, presented an amended survey dated July 27, 2010 prepared by Nathan Taft Corwin III, LS, showing a slightly larger one-story addition and a reduced deck. Agent stated that the applicants decided they would like a larger master bedroom instead of a large deck. . ,~c 2- August 15, 2010 .' ZBA File~6402 - Levison CTM: 1000-57-1-14 The revised survey shows the addition setback 58.5 feet, which moves the addition a half foot further away from the bulkhead. A neighbor of the applicants appeared at the hearing to state he was in favor of the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 29, 2010, at which time written and omi evidence were presented. Based upon all testimony, documantaticn, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: Onthe basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Tow~ Law ~267-b(3)(b)O). Grant of the variance of will not produce an undesirable change in the character of the neighborhood. The entire neighborhood, on the northeasterly side of Albacore Dr., as well a Blue Marlin Dr., consist of similar size lots that front on a canal that leads to Southold Bay. The majority of the lots are improved with both one story and two story one-family homes, with the same or similar front and rear yard s~tbacks. Town J_aw §267-1~3)(b)(2). The benefit sought by the applicant, cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant cannot meet the code required setback, based upon the "as built" placement of this ranch type home. Town Law ~267~b(3)¢b'~(3). The varianc~ requested is substantial; it is a 16.5' reduction from the present Code requirements. This represents a 22% variance from the required bulkhead setback of 75 feet. However, similarly non-conforming setbacks from the dug canal are common in this neighborhood Town Law §267-bi3)ib){4}. No eviden, ce has been submitted to suggest that the granting of this variance will have an adverse impact on the physical or environmental conditions in this non-conforming neighborhood. The majority of the existing homes have similar setbacks to the canal. The applicants will install drainage, gutters and drywells. Town Law l~267-b(3)ib){b'). The difficulty has been self-created, the dwelling is existing and due to its location on the lot, any additions on the rear of the dwelling would require variances from the required, setback to the bulkhead. To~;n Law §267-b. Grant of this variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a slightly larger master bedroom and a rear deck, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: l~n considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, and seconded by Member Dinizio, to; GRANT, the variance, as applied for, based upon the survey dated July 27, 2010 prepared by Nathan Tall Corwin 111, LS and architectural plans dated July 24, 2010, prepared by James A. Richter, PA, labeled PI & P2. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department cfa building permit, and may require a new application and public hearing before the Zoning Board of Appeals. 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 _ ,~ 3 - Au~. ,~1~. ~,~010 ZBA Fil~0~2 - L~-vison CTM: 1~-57-1-14 subje~ prope~ ~at may violate ~e Zon~g C~e, o~er ~ ~eh uses, setbacks ~d o~er features as ~e expressly addr~sed ~ ~is action. ~e Bo~ re~ ~e fi~t to ~b~imte a simil~ d~i~ ~at is de mlnimis ~ nature for ~ ~t~fion ~at do~ not incr~ ~e de~ of nonmnfo~iF. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dinizio, Schneider. (Absent was: Member Homing) This Resolution was duly adopted (4 Leslie Kanes Weisman~Chairperson Approved for filing ~/~ /2010 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWN.ER STREET /(~ ~,~' VILLAGE DIST, SUB. ~ ~'RM~ OWNER N E ~ ~ , S W ~PE OF BUILDING RES. ~/0 S~S. VL. FARM COMM. CB. MISC. Mkt V~lue ~ND IMP. TOTAL , DATE ' B~I~DING ~ON~$1ON FARM ~cr. Molue Per Vogue Acre Tilloble 1 Tillable 2 Tillable 3 Woodland ?~h~ /~/ ~ ~2.~ ~ Sw~mpl~.d FRONTAGE ON WATER ' ~"' ~:~,~ ~ Brus~land FRONTAGE ON ROAD / House Plot DEPTH ~ULKH~D ~(~.~, Total D~K COLOR TRI,M 57.-1-14 12/09 M. BIdg· Extension Extension Extension Porch ~ P~h~o Breezeway Garage Potio Total Basement Ext. Wolls Fire Place Type Roof Recreotion Roorr ..,.,~ harmer Driveway ?2-_q ?/ Bath Floors ~ ,.q-/~ . Interior Finish d~ ~./_- Heat Rooms 1st Floor Rooms 2nd Floor ilette! DR. BR. FIN. B. COLOR TRIrM . . TOwn of Southold Erosion edlm ." ~ ~n e~k. ~ U~KI~PI~ BY A DESIGN ~=~IONAL IN ~E STA~ OF N~ YO~ STATE OF NEW'YORK, COUNTY OF ....~.~.~.Y..~.U.~.: ........ Notary Public, State of New York No. 01BU6185050 ~ ' ~ cr ' ' iQm~allfied in Suffolk County,~, ~,,i ......... .-~~.~ ................ ~.. ~m, ~,p~,.~=~'~,~o:.'~ ~4,5~, ~d ~ h~ ~ ~ ..................... ~.~ ......................................... · ~ ~or ~p~c of ~e ~ ~ ~ ad ~ ~ a~o~d w ~o~ orha~ ~oad Se ~d ~rk ~ ~ ~t ~ ~ ~1 ~ ~o~ ~ ~e m~ s~ f~ h ~e app~on ~ he~. .......................... ~ ................ ~o~_..~ ........................... ~ ~b~c: ..k~.....~.L<~.~.~ ...................... FORM - 06/10 Town Hall Annex 54375 Main Road P.O. Box 1179 $outl~old, NY 11971-0959 Telephone (631) 765-I802 · ax (631) 76 - 5 ro,qor, nch ert ~jown,so~u~5o(~. ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Date: Name: ~. Co O~'~ ~ License NO.: ~-"~:~ -'-~___. Phone No.: ~d ~Z~ ~' d~ Y/ JOBSITE INFORMATION: (*Indicates required information) *Address: /0 ~ *Cross Street: . ~ u ~ o ~O ~ *Phone No.: 7~ ~- ~ ~ Tax Map District: 1000 Section: ~'~ Block: /ZZT/ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 6 0 _f'Z,o ,vl A O D t T-/ co ,© (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed} *Service Size: 1 Phase *New Service: Re-connect Additional Information: 82-Request for Inspection Form YES ~ Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION EN-CONSULTANTS, INC. ENVIRONMENTAL CONSULTING 1319 North Sea Road Southampton, New York 11968 631-283-6360 Fax: 631-283-6136 www. enconsultants.com August 31, 2010 Michael & Carolee Levison PO Box 1235 Southold, NY 11971 RE: House & Deck Additions - 1025 Albacore Drive, Southold Dear Mr. & Mrs. Levison: Enclosed you will find a copy of the New York State Dept. of Environmental Conservation Letter of Non-Jurisdiction (original copy sent to you directly); the Town of Southold Board of Trustees permit with amendment; and the Town of Southold Zoning Board of Appeals approval which we obtained for you on the above referenced property. Both you and your contractor should review these documents carefully and strictly adhere to the approved project description, stamped-approved plans, and all standard and special conditions. Copies of all permits/approvals obtained for this project should accompany the application when filing for a building permit. Please have your conti'actor fill out and submit any notices of commencement (at least 48 hours prior to commencement of work) and completion, which are a requirement of the permits/approvals obtained for this project. If the required commencement and/or completion forms are not enclosed with your permiffapproval, please contact our office and we will obtain one for you. All permits/approvals obtained for this project must remain valid until the project is complete. It is your responsibility to track all permit expiration dates and maintain the validity of these permits beyond their expiration date if necessary (Trustees exp. 3-16-12). Our office will need to be notified at least 45 days prior to the permit's expiration date if you would like us to extend the permit for you. Any permit extensions and/or modifications we obtain will be billed additionally plus reimbursement of all application fees. Should you or your contractor have any questions, we would be happy to try to answer them. 1 wish you the best of luck with your project and thank you for your business. Sincerely, President RLtt:mhe EBC. : / SURVEY OF LOT 33 $OUTHOLD SHORi F~INAL MAp I Nathan Taft Corwin III Land Surveyor 33.85 4/0 / / I I I 1 STORy FRAM£ HOUSE &: GARAGE O .gO ' PROPERTY LINE ~'~'- ' - -- / ~ -- ~ D~INAGE CALCU~TIONS Flood Zone X ~ ' .~~/ , RULKHEAD. N--ADDITION '/' 2'2 S.F. / 392 x ~12 = 65 C.F. ~ ~/~ ~LS ~*~ 65C.,. 42C.F./V.F.= I.SV.F. ~, ~ ~ LEACHING POOL LEACHING POOL APPROVED AS NOTED "'~ I ~~ . ~- PLUMBING * ~ ¢~ ,,.e. ,,~. I NOTIFY BUILDING DEP. j~ . ~ ~ '~'~ II 76~-1302 8 AM TO 4 P.~1 FuR f, tE ~TESTINGBEFOR;~.~, ~ ~ ~ ~[ ~ FOLLCWlNG INSPECTIONS ~ I ~ ~ ~1 1 FOUNDATION- TWO REQUIRED J~ _ ~ I 2 ROUGH-FRAMING PLUMBING, ~ /~ :~ ~ ST.A~.~, ELECT~C*L _..~' ~_ ~ ijSE IS UNLAWFUL ~~~lTE PLAN ,3~ '" '"' j*l ~ )*) 11'-0' +/- NEWDECK 17'-8" NEW ADDITION 1'-6" m 8'-0' +/- 1 '-6"~ 7'-6" 1'-4' 7'-6" 8 : Typical ~ ..... 8" - 3,000 PSI Concrete Foundation ~~ Concrete Footing ' Typical 2X8 TREATED ~ ~ ~ / °nC°ntinu°us8'xl6''3'000PSI D.J. ~ 12' O.C. Typ. / New 12" Diameter Concrete ~ Provide anchor bolts ~ 24" O.C. Footingwith6x6"Galv. Post Anchor. ~ ~ ~ ~ ~(/ (6x6 Post to ~n full Height at 4 Locations) / ~ ~ u,~ ~ 6 z 2 X 10 Floor Joists IHt ~ , ~ 16" O.C. Typ. /~ IH~ ~ 8" x 16" CMU Pier 2- 2x10 CCATreated ~ ~ ' '~*~* / ~ GIRDER ~ / ; 2 - 2X10 CCA ' on 24"x24"x8" Footing ~ Treated Wood ~ , - ~-~ ~' GIRDER - / - - ~ (Spiked & Glued) New 12" Diameter Concrete ~~ I~ Footing with 6x6" Galv. Post Anchor. / ~ 8" x 16" CMU Pier ~ ~ Double 2x8 Floor Joist (6x6 Post to ~n full Height at 4 Locations) / Anchored to Fdtn on ~ ~ Spiked to Existing Box ...... uu Beam With ~" Diameter ~ ~ - 24 x~6 x. Th,ck ~ "~"~ - / L.g..o~t.. ~ ~ ~: Footing '~ Anchor New Foundation EXISTING FOUNDATIOH / to Existing at 12" O.C. Ve~ical TO REMAIH / TYPICAL PROVIDE NEW OPEHIHG IH EXISTIHG FOUHDATIOH FOR ACCESS TO C~WL SPACE. / FOUNDATION PLAN Scale: ~/4" : ~'-0" EXlSTII~a LIVING ROOM +/~ 2~075 GARAGE 11'. 0- +/. 17' - 8' .,..~..+ ~..o...~. ,,..~.., ~..o..I ,,..~.. t ~..o.. ~ I ~ PROVIDE THREE EQUAL RISERS. ~ , ~FTERS SPACED AT ~ ~  ~ LINE OF STRU~U~L ~..o-+~...~.. ~ ....- , a'-~" NEW CUSTOM BUILT SHELVING ~ ~ ~ ROD & SHELF AS DIRECTED BY OWNER. X ~ O FLOOR PLAN DETAIL- 1 Sc=,e: 1,~" : ,'-0" 2x6 ROOF & CEILINO FRAMING (~ tr o.c. - TYPICAL ASPHALT ROOFING TO MATCH <~.. ..... ~! · ~ 2 2XEGIRDE~BOLTEDWITH ~ ~,~ ..OLT. A~. ' I _~ _~ ~ N~ KNEE WALL- S~LE & I / X ~: , / FINISH ~ DIRECTED BY OWNE~ ~0~ ~ 2x4KNEEWALLF~MINO I ~ / ~ ~ N~-4x4TREATEDW~D~S~ ~ PLAN DETAIL "2" SECTION DETAIL "B" SECTION DETAIL "C" Scale: 1/4" = t'-0' Scale: 1/4" = 1'-0" Scale: tl4' = 1'-0" 2.2xt2 STRUCTURAL RIDGE SUPPORT WITH SOLID FRAMING EACH END CONTINUOUS TO FOUNDATION· DECORATIVE 2x8 CEDAR SUN SCREEN / ARCHITECTURAL GRADE A=PHALT · . / / FRAMING AT t6 D.C. ---- ROOFING ON 30# FELT· TY ICAL 3x6 DIAGONAL BRACING THROUGH BOLTED ~ / / / , 2x10 ROOF RAFTERS AT 16 D.C. TO GIRDER & POST WITH 1/2" Dia. GALV. BOLTS / / / / / / / / / ~ 9" R = 30 KRAFT FACED BATT INSLUATION DOUBLE 2x8 GIRDER .THROUGH BOLTED ! / / / / / TO POST WITH 2- 1/2 Dia. GALV. BOLTS -- / / / / / / /- FALSE FRAME 3x6 RAFTERS & RIDGE BEAM ! / / / / / / TYPICAL AT 3 LOCATIONS / / 12 ~ ~ / / / SPACED AT EQUAL DISTANCE. ALIGN NEW PLATE WITH n / n i'~ n ~J [] ~ ~ // I ~. =.,~ ~~ J ~ TOP OF EXISTING PLATE () r~ ~ ~, ~ ~11 ~/ ~ qB~6ATR&DGF~EDAR BEAD ~,,~ IE L__; '_- F__//~' '~,.~__~_: ~ _ __ BOARD FINISH· 6x6 TREATED POST ~__~ ~ ~ I ] COMPOSIT DECKING ,M_ATERIAL. - - I ] /-- 3/4" PLYWOOD SUBFLOOR. I ~ /-- 2x6 STUDS @ t6' D.C. With INSTALL AS PER MFG s SPECS· - - ~ / | / FINISH FLOOR AS SELECTED | ~ ~ 6- R = 19 KRAFT FACES BATT ~ ~ /BYO / l/INSULATION.TYPICAL 9" R = :30 KRAFT FACED 2X8 TREATED DECK JOISTS ~ / AT12"O.C. -- ~ -~ ~ / BATT INSLUATION7 I / / TOP oF SUBFLOOR ~ ~ _ I ~11 ~.1~ ALIGN WITH EXISTING 1==,", - I J' 8"xt,.6_"C.M_U.Pier ~--~ ~-2Xl.0.. Floor Joists [~ GRADE ................. ~_~-~' ] ~ on 24 x24 x8 Footing ~ ~ @ 16 D.C. Typ. ' --~ -- ..................... - ~ ~ -- ~- -- 2 THICK CONCRETE 3 - 2x10 Girder 2- 112" Dia. GALV. BOLTS AT ,, DUST SLAB. / (Spiked & Glued) .~ ~ ~ ' ' ~ ~ ~ 24"x24"x8'' 3 000 ] ' ] ]" ] ~ -- SxS OAl.¥. POST ANCHOR PSI CONCRETE // FOOTING AT PIER· -- ~ ~- 8'-3,000 PSi CONCRETE FOUNDATION 12" Dia 3 000 PSI CONCRETE ~ ~__ .. · , 8 xt6 - :3,000 PSI CONTINUOUS FOOTING AT EACH POST· TYP. CONCRETE FOOTING CROSS SECTION "A-A" scale: = ' ~ °'~ °'~ °'~ I ELECTRZCAL LEGEND \ ~ ~ ' , / ~ QUADRUPLEX RECEPTACLE OUTLET ~ / / ~ ~ ] ~ ',', ~ ~ HALF HOT - SWITCHED RECE~ACLE OUTLET ~.~/ / ~:' I' / ~ SURFACE MOUNTED WALL FIXTURE i t k~ ~ - $ "" DOOR SWITCH ~ ~ ~ x , ~ , j ~ / ~ ~ ~ TELEPHONE ~ '~ ' '~, / // ~ .......................... (. i ~ ~ TELEVISION/CABLE SMOKE DETECTOR ~ -- · / *~ *,~c,~* .~ ~. -- ~ ~HAUST FAN --- ~ ~ ~'~ ~ ~ ~ ~ I ~ ~ SURFACE MOUNTED CEILING FAN / . ~ - ~ __ _ __ --F SURFACE MOUNTED FLORESCENT FIXTURE . ~ ~ ' ~ ~ I ~ ) ~1 ~T SURFACE MOUNTED T~CK LIGHTING ~ ~ ~ .~ / ~~ ~ EXTERIOR WALL MOUNTED FLOOD LIGHT ~v..~..~.~c~ ~ / ~ ~ ~ L ~ .o~o~o~so~,~ 1 TR~AD SURFACE MOUNTED ~TERIOR TROD LIGHTING INTERIOR ELEVATIONS / ~ ~ -- ~~ ..... / CH COUNTER HEIGHT SEE D~W~N~ "A-~" ' __ , ~ ~ - - ~ . ~ ~ ELECTRICAL LAYOUT PLAN ,c.,e: ,,," = 1'0" PROVIDE MOUNTING BRACKETS AS NEEDED OR : ~ FALSE FRAME 3x6 CEILING JOISTS  (LOCATED AT 4 EQUAL SPACES) ~ INTERIOR DOOR TO NEW HALLWAY NEW ANDERSEN 3042 WINDOWS, ~ ~ -- N~m~ IHTERIOB EI-~OLD CLGSET DOUB$ Scale-' 1/~": ~' -0'; Scale-' 1/4' = 1' BEDRooMACCESS OPENING TO SOFFITAs SELECTED BY \'~~~ NL~W VERTICAL FLUORESCENT LIGHTf ~ ~ ~~ AREA FOR ELECTRONIC 'TV' ~ ~ FIXTURE AS SELECTED BY OWNER (4 Each) VERTICAL OPERATION OF MIRROR AS SELECTED BY OWNER. NEW CUSTOM GLASS SHOWER ENCLOSURE EQUIPMENT ~ NEW MEDICINE CABINETS PBOVIIDE CLEAR ACCESS BEHIND AS SELECTED BY OWNER. '~ HALLWAY AS SELECTED BY OWNER. OWNER. RECESSED SOFFIT f~ e ~'~/ 0 ~ ~.~ CUSTOM RECESSED SHELVING W/ ~ ~ / ; LAV ~ \ NEW CUSTOM BASE CABINET IN HALL AS SELECTED BY OWNER ~ °(/ NEW CUSTOM CABINET SET AS SELECTED BY OWNER- ~ NEW POCKET DOOR ACCESS TO Scale: 1/4" = 1' -0'; Scale: 1/4" = 1' -0'; Drawing: SOUTH ELEVATION ~ .... I ....... I~ ~l~ PLUMBING RISER ~ Existing Residence to Remain t2'- 0' NEW ADDITION 'i ..... ~i ' ~;?~' ~ TOp of Ridge - Proposed Addition PROPOSED EAST ELEVATIONS Scale 1/8" = 1' - O" ~.. ~-. ~ , = _ L~ ~2~ :~--: -- o~ ..~ ~[ / ~ Exlstl"g Finish ~'~r ¢ ROOF ROOF RAFTER RAFTER IWINDOW/ DOOR HEADER STRAP AT JACK STUD: AT EACH JACK STUD USE 4 - 8d COMMON NAILS IN EACH END OF 1 - ~" x 20 Ga. STRAP AND USP MP4F OR SIMPSON STP4 PLATE AT SILL TO BAND JOIST. IROOF RAFTERS TO RAFTERS @ RIDGE 4 - 8d COMMON NAILS IN EACH END OF I -~' x 20 Ga. STRAP 16" O.C. OR 2x4 COLLAR TIES IN UPPER 1/3 OF IROOF RAFTERS TO WALL STUDS 4 - 8d COMMON NAILS IN EACH END OF I -~" x 20 Ga. STRAP 16" O.C. OR USP RTl0 OR SIMPSON LTSt6. NAILS PER MANUFACTURER. I STUDS TO STUDS ~ SECOND FLOOR I 4 - 8d COMMON NAILS IN EACH END OF ¶ *~" x 20 Ga. STRAP. SIMILAR @ GABLE END WALLS. STUDS TO BOX BEAM & FOUNDATION 4 - 8d COMMON NAILS IN EACH END OF '1 - ~" x 20 Ga. STRAP @ 16" O.C. WRAP UNDER SILL OR USE USP MP4F OR SIMPSON LTP4 PLATE 32" O.C. 518" ANCHOR BOLTS @ 48" O.C. WITH 3" x 3" SLOTTED SQUARE WASHERS - USP/SIMPSON LBPS 5/8'. ALL STRAPPING TO BE GALVANIZED ASTM GRADE 33 MINIMUM. Typical HOLD DOWN, SHEAR CONNECTION + CRITICAL LOAD PATH1 ALL CONNECTIONS SHALL COMPLY WITH NY STATE BUILDING CODE CHAPEER # 2304.9.6 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. FOR pANEL SPANS: 0 < 4'-0" WIDE 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING WI # 10 x 3 (~V/WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: # 10 TEE NUTS ATTACHED TO BLDG. WI# 10 x 1/2 O/V/WASHERS) MACHINE BOLT @ 12" O.C. MULTIPLE SECTION ASSEMBLY: 1/4" THICK bOLTS @ 2' O.C. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER L~ .... II ~'t .... IF 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG BACKS @ 24" O.C. ASSEMBLY: 1). PREASSEMBLE PLYVVOOD TO 2x4's: # 10x3" (WI WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ # 10x3" (VV/WASHERS) GALVAINZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: # 10 TEE NUTS ATTACHED TO BLDG. WI# 10 x 1/2 MACHINE BOLT @ 12" O.C. WINDOWS - GLAZED OPENING PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTION PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS, HEADER + SILL PLATE. PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS OF EACH PANES. COMPLIANCE WITH CMMATIC AND GEOGRAPNIC DESIGN CRITERIA. RESIDENTIAL COODE OF NEW YORK STATE ENERGY CODE COMPLIANCE STATEMENT BY USING W.F.C.M. WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE SPACE. VAPOR RETARDER TO BE ON THE WARM-IN-WINTER SIDE OF ALL NON-VENTED CEILINGS, WALLS & FLOORS. DESIGN METHOD. USE 2:" DIAMETER x 12" - "J" BOLT @ 4'-0" D.C. into FOUNDATION WITH 4" x 4" x 112" MATERIALS IDENTIFICATION: MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE B.P. PLATE OVER SILL pLATE. USE 1-1/4" x 20 GAGE STRAPS @ EACH JOINT SILL PLATE TO FIRST AND CODE. DUC~ INSULATION TO CONFORM WITH SECTION 503 HEATING AND COOLING PIPING INSULATION TO FLOOR WALL STUDS, 1st FLOOR WALL STUDS TO 2nd FLOOR WALL STUDS, WALL STUDS AND TOP CONFORM TO SECTION 5~3 D PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2x6 COLLAR TIE IN UPPER THIRD ._0 OF ATTIC AT 16" D.C. WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES DOUBLE HUNG WITH LOW E GLAZING. VERIFY ~U_L QUANTI~ES, ASPHALT SHINGLES FOLLOW NAILING SCHEDULE R905.2.6 MINIMUM 6 FASTENERS PER SHINGLE, FRAMING ROUeH OPENINGS. MINIMUM DESIGN PRESSURE F~,TING = DP30 FOR OOORS AND WINDOWS. 3C~ BUILDING FELT, INSTALL PER R905.2~7 (ICE SHIELD REQUIRED FOR 1st 24" ABOVE START OF INTERIOR WALL) BUILDING CODE - TABLE R301.2 (2) WINDOWS TO MEET D.P. RATING OF 40 MINIMUM. WIND BORNE DEBRIS REGION. AREAS WITHIN HURRICANE PRONE REGIONS WHERE THE BASIC WIND SPEED IS EQUAL TOORGREATERTHAN 120 MILES PERHOUR. RJ01.2.1.21NTERNAL PRESSURE. WINDOWSlN BUILDINGS LOCATIONIN TABLE 1609.1.4 OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E ,~O "O ~ WINDBURN E DEBRIS PROTECTION FASTENING SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS PANELS SHALL SCHEDULE FOR WOOD STRUCTURAL PANELS''b'c BEPRECUTTOCOVERTHEGLAZEDOPENINGSWITHA~ACHMENTHARDWAREPROVIDED. A~ACHMENTSSHALLBE · 2 Feet Span Span Span Screws 2 x 4 STUDS @ t6" o.c, -- For SI: t inch = 25.4 mm, ~ foot = 304.8 mm, I pound = 0.454 kg. ~ ;r ~' G W B I mile per hour = 0.44 m/s. rl~ 4#R=13BATT INSULATION / NL=W SIDING TO MATCH b. Fasteners shall bo installed at opposing ends of the wood structural' B.~TH,ND. be attached utilizing vibration-resistant anchors having a minimum BEARING PLATE withdrawal capacity of 490 pounds. TABLE R301.5 Top of N,w S,b,~ MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS First Floor (in pounds per square foot) USE LIVE LOAO Exterior balconies 60 NEW FLOOR JOISTS @ 16- D.C. .~1 Decks f 40 0 Passenger vehicle ~]ara~Jes 5O 6# R = 19 KRAFT FACED BATT Attics without storage b ,e 10 INSULATION GRADE ~; Attics with storage b ,e 20 .:; Rooms other than sleeping rooms 40 2 - 2 X 8 TREATED PLATE ON SILL SEAL. Sleepin~l rooms : 30 ~ ~ Stairs ; 40 c 518' ASYM 307 GRADE 60 THREADED L ANCHOR . MEMBRANE BOLTS AT 24' O.C. *.. , DAMPROOFING ; Guardrails and handrails d 200 }'... 7 For SI: I pound per square foot = 0.0479 kN/m, 1square inch = 645 mm. I pound = 4.45 N 8" CONCRET a. Elevated garage floors shall be capable of supporting a 2,000 pound load applied over a 20 square inch area. b. No storage with roof slope not over 3 units in 12 units. c. Individual stair treads shall be designed for the unifom~ly distributed live )) ~1 .)~ O Ioad or a J00.pound cancentrated load acting over an area of 4 square SECTION DETAIL B ( inches, whichever produces the greater stresses. d. A single concentrated load applied in any direction at any point along Scale: 1/2" = 1'- 0" ~--~1~ ~ ~ /~/ Drawing: e. Attics constructed with wood trusses shall be designed in accordance with Section R802.10.1. f. See Section R502.2.1 for decks attached to exterior walls, FASTENER SPACING (inches) FASTENER Panel 2 Feet _~ 4 Feet _~ 6 Feet TYPE Span Panel Panel Panel · 2 Feet Span Span Span Screws ~6 16 16 12 USE LIVE LOAD Exterior balconies 60 Decks f 40 Passen~ler vehicle ~ara~les a 50 a Attics without storage b ,e 10 Attics with storage b ,e 20 Rooms other than sleeping rooms 40 Sleepin~l rooms 30 Stairs 40 c Guardralls and handrails d 200 R3t0.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING JMESB. IIIBITBI OF 5.7 SQUARE FEET. 24' MINIMUM CLEAR OPENING HEIGHT, 20' MINIMUM CLEAR OPENING WIDTH, 44" YERTTOF OF ROOF WITH RIDGE VE#R OR ROOF VENTS TO CODE. MAXIMUM SILL HEIGHT. .OOF FINAL INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH 3D.OO 9' BATr INSULATION WI?H yAPOR ~,ARRIER ON WARM SIDE THEIR RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS. ~i.$.~' CEDARFILM BEAD BOARD R314 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE ~.30 TO?AL N U = ~;R - PERMrT'TED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF &SFHALT ROOFING - SEE SFEClFICATIONS THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE WOOD CEIUNG JOISTS - SEE FRAMIHG pi. AH LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS W~OD P.A.eTER.. SEE FP~AMING pLAN ARE PROVIDED ON BOTH SIDES. THE MAXIMUM RISER HEIGHT SHALL BE 8.25" AND THE MINIMUM TREAD 0 DEPTH SHALL BE 9" IN CONFORMANCE WITH R314.2 MINIMUM HEADROOM SHALL BE 6'..8". ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WiTH SECTION R303.4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE S ENCLOSED SIDE WITH 112 INCH GYPSUM WALLBOARDt NA~LINGSCH~DULE MINIMUMS-AF&PAWFCMREFERENCE R315.1 HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES, DES CRiPTiON GALV. COMMON NAiLS #NAILS NAiL SPACiNG RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS SHALL BE PROVIDED ON AT ~ · ~ TRIM O# '1 · 8 FASCIA ON 2 ' 6 FRAMING' LEAST ONE SIDE OF STAIRWAY. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF ~OOF/CEI~-I~; 6 ~OOFiNG NAILS pER SHiNG~~ SOFFIT WITH COblTINUOU~ VENTING. Tlt~ICAL POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL STRUCTURAI. SH~AmlNG 4' PERIMETER ZONE ~ 6" 0 C EDGE, $' 0C FIELD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SHEATHING ~ FLUSH AND FLYiN~ GABLES 8~ 4' O C EDG~, 4" O C FiEL~ SPACE OF NOT LESS THAN 1.5 INCHES BETWEEN THE WALL AND THE HANDRAIL. THE HAND GRIP PORTION 120 m~th - ~ FLUSH AND FLYING -~BLI-S 3 ~ pER RAFT[R ~ .72 SIDING R406.1 FOUNDATION DAMPROOFING: EXCE. WHERE REQU,.ED TO BE WATERPROOFED RY SECTION .406.1&2,TYPICAL WALL SECTION__ ,,"' R407 STEEL COLUMNS: ALL SURFACES OF STEEL COLUMNS SHALL SE GIVEN A SHOP COAT OF RUST INHIBITIVE PAINT, ,-,, A12