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HomeMy WebLinkAbout35754-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 5/9/2011 CERTIFICATE OF OCCUPANCY No: 34933 THIS CERTIFIES that the building Location of Property: Date: ADDITION/ALTERATION 5/9/2011 1460 GREAT PECONIC BAY BLVD LAUREL, SCTM #: 473889 Sec/Block/Lot: 145.-2-14 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/27/2010 pursuant to which Building Permit No. Lot No. filed in this ofliced dated 35754 dated 8/5/2010 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: second story addition to an existing one family dwelling as applied for per ZBA #6352, dated 4/8/10. The certificate is issued to McCarthy, Christopher (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ~ Authof~zed Signature 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. 35754 Z Date AUGUST 5, 2010 Permission is hereby granted to: CHRISTOPHER M MCCARTHY 1460 GREAT PECONIC BAY BLVD LAUREL,NY for : 2ND STORY ADDITION PER ZBA DECISION #6352 AS APPLIED FOR at premises located at 1460 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 145 Block 0002 Lot No. 014 pursuant to application dated JULY 27, 2010 and approved by the Building Inspector to expire on FEBRUARY 5, 2012. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of Water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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: Location of Property: Owner or Owners of Property: ~_~ ~ ~ 't Suffolk County Tax Map No 1000, Section Subdivision PermitNo. 7> ~ 7 ~c/ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Old or Pre-existing Building: House No. Street ~ ~ Block Date of Permit. (check one) Hamlet Lot 0 1 c/ Filed Map. Applicant: Underwriters Approval: Final Certificate: (check one) Town llall Annex 54375 Main Road P.(). Box 117!I Soulhllkl, NY 11971-()959 Tt'lcphone (I;31) 71;5-1802 F;Lx (631) 76,~-9,302 ro.qer r chert~town.southold.n¥.us BI IILI)ING I)I~]~ARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Chris Mcarthy ~,ddress: 1460 Peconic Bay Blvd City: Laurel St: NY Zip: 1194, ~uilding Permit #: 35754 Section: 145 Block: 2 Lot: 1,~ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-me 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 Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixturel I Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures [~J TVSS Other Equipment: 1-exhaust fan, 1-paddle fan Notes: Inspector Signature: Date: Feb 24 2011 81-Gert Electrical Compliance Form Town Hall Annex 54375 Mnin Road P.O. Box 1 i 79 Souhhold. New York i 1971-0959 NAY -6 20II BLDG. DEPT. TOWNDFSOUTHOLD BUR,DIHG DEPARTlVlF_.NT TOWN OF SOUTHOLn CERTIFIC,ATION Telephone (631 } 765-1802 Fax (631) 765-9502 Date: Building Permit No. Plumber: (Please print) (Please print) [ certify that the solder used in the water sUpply system conta'~u~~f 1% (Plumbers signatm-e~ Sworn to before me this dayof [~ , 20 {{ Notary Public, ~rc~l/(~_. County Notary Public, State Of New Yerk No. 01TA6086001 Qualified In Suffolk CountVt,-..--- Commission Expires 01/13/20 ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~I~ATION 2ND [ ] INSULATION [ ~,']'FRAMING / STRAPPING [~ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: / ~7- DATE INSPECTOR ~~~~, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY Frae RmSTA~ COHS~UCTIO. [~J~ELECTRICAL (ROUGH) [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~J~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RKS.'~~ ~_~~ ~ DATE '//~ ~ ©//o INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I~ULATION [ ]FRAMING/STRAPPING [~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE.ESSTJ~rr~T~I [ ]nRE.ESSTA~PF..ETRA~0N REMARKS: ~7~~~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~J~~ [ ] FRAMING/STRAPPING r/~FIN~/~ [ ] FIREPLACE & CHIMNEY [ ] FIRL='SAJ:~W~NSPECTION [ ]RRERESlSTANT~ [ ]RRERESlSTANTFENETRATION REMARKS: ~ ~?.r~-~ ~ /~'~- ~--~-//~--~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~ FINAL ~; FIREPLACE & CHIMNEY [ ] FIRE SAFETY II~ISFE~ ] F~R~SmT~TC(~S~UC~10. [ ]F~RE DATE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined ~/ff'ff~ 20 ftc9 Approved ,20 /,/9 Disapproved a/c 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: Expiration wY / ~/~"7, 20 / ~ jUL 27 2010 CATIONFORBUILDINGPERMIT : [ ~ ~ Date '~- ~ ,20/O a. ~d~ ,p~i.ff~[d~e completJly filled Ii~b;~y~r,~[r~ .Sn .~ and subm,tted to the Bu,ldmg Inspector with4 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 are~, and wate~ays. 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 Pemit 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 pa~ for ~y pu~ose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. f. Eve~ building pemit shall expire if the work authorized h~ not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning mendments or other regulations affecting the pmpe~y have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pe~it for an addition six months. Thereafter, a new pemit shall be required. APPLICATION IS HE,BY MADE to the Building Depa~ment for the issuance ora Building Pe~it pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk CounW, New York, ~d other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for remo~dom~tion ~ herein described. The applicant agrees to comply with all applicable laws, ordin~ces, building code,~sing code, a~ regulations, and to admit authorized inspectors on premises and in building for necessa~ inspections./ .... ~Signature of applicant or na~, if a corporation) (Mailing Mdress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~/7 ~;/'-CY~"~"~A ~6(s ~TLF°O'C~ ~ 0 C~ v 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. Location of land on which proposed work ~vill be ~lon% 1 ¢ o House NUmber ~tr~et ! County Tax Map No. 1000 Section /~;/~'"~ Block Subdivision Hamlet Filed Map No. :- Lot /~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition ,~ Alteration. Other Work 4. Estimated Cost ~tg, z ~ 5. If dwelling, number of dwelling units If garage, number of cars Fee (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. Dimensions of existing structures, if any: Front ~-/ Rear ~'f Depth. Height ~ '~-J~' ' Number of Stories ~ Dimensions of same structure with alterations or additions: Front d)~/ Rear Depth C/'t4' Height Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of tot: Front ~ IQ, /' Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ]~- ~,,/o 12. Does proposed construction v o ate any zoning law, ordinance or regulation? YES )~ NO__ 13. Will lot be re-graded? YES NO ~Will excess fill be removed from prem scs? YES ' NO .Depth 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO ~/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BEfl, EQUIRED. 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 __ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) COUNTY OF~)S: (Name of individual signing contract) above named, (S)He is the (Contractor, ~t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this '~<~>'~ day of .J ~ C"~r 20 ] ¢,9 (, c, Notar,/Public MARGARET C. RUTKOWSKI Notary Public, State of New York No. 4982528 Qualified In Suffolk Count~ Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20__ Approved ,20 Disapproved a/c Expiration ,20 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: sets of Building Inspector 'LICATION FOR BUILDING PERMIT Date INSTRUCTIONS etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 e 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 inspecti°ns~'~: ~ ~7'L,O'~ ~t b~..C~/~~ (Signature of applicant or name, if a corporation) sr-., (Mailing address of ~pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C ~'~ ~r,k~5 ~ O ~ ]'l~ r'' / (As on the tax roll or latest de?d) 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. ~ t Other Trade's License No. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section I c~ 5 Block ~ Subdivision 't t..t, Filed Map No. · / Hamlet Lot I~, ]~ :~ Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ,t~ - 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition ~ Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front ~, ~ Rear Depth x...,- Height Number of Stories Dimensions of same structure with alterations or additions: Front ,- . .~'.4/ ~ crT.. Rear-il Depth %' 4 ,'~ 6- Height f',r),,~ ~ Number 0f S~.[i~s:'~l &!'' 5~::r~?/Lx/ Rear ~2;~eptl3' ', Dimensions of entire new construction: Front Height Number of Stories 9. Size onot: Front / 0 3. 7_'7 Rear / 0 0. 0 0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ ~ I2. Does proposed construction violate any zoning law, ordinance or regulation? YES Depth [5o ,,s NOV'' 13. Will lot be re-graded? YES NO k,'/'Will excess fill be removed from premises? YES __ NO__ Clqr-,5 +A~tAddressS~'lvt~' ~}~[5 A] 3- Phone Nqo.~j - 775 -~-zTv 14. NamesofOwnerof~mises Pt eC ~.r NameofArchitect h~t_]~ /'1~,,,~ ~.£ ~' Address ,//;¢o_-~e,~/ ~;/PhoneNo '~z. 7- '7~ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B. Efl,L;~UIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ~ NO 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 ) (Name of individual signing contract) above named, (S)Heisthe ~ t'-t__,k: '~ t~ ,~ (Contractor, Agent, Corporate Officer, etc.) being duly sworn, deposes and says that (s)he is the applicant CONNIE O. BUNCH Note~y Public, State of New York No. 01BU6185050 Ou,alifi,~d in Rmh%lb ~,~,..~, Commission £ xp i r~' ~,-~1"~7: ~'n .I~).,, 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 tree 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 day of ~ 20 ~)~ Notary Public TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET//7/~ ('~ VILLAGE,_ DIST, SUB., LOT ' ~ND IMP. - TOTAL DATE RE~RKS FARM Acre Value Per Value ~ /~ Tillable FRONTAGE ON WATER Worm,nd FRONTAGE ON ROAD OLOR 145.-2-14 2/06 "~. Bldg. Extension Extension ~xtens|on Porch Porch-~ Breezewoy Garage Patio. To~! Foundation Basement Walls :reotion Room Bath - Inted0r.Fi~ish Heat Rooms 1st Floor Rooms 2~d Floor Driveway TOWN OF SOUTHOLD PROPERTY RECORD CARD /~oo -/fL~'-~-/~ OWNER STREET //~/~.~/_7/ V'LLAGE DIST SUB. LOT , .~ . ~ ~'~o~ E~ ~O~ L~w~a ~ ~o~~ ~L.-'~ ~ FArM COMM. CB. MICS. Mkt. Valu. / ~ND , iMP. TOTAL DATE RE~RKS AGE BUILDING CONDITION N~ NOR~L BELOW ABOVE FARM Acre Value Per Value Acre ~ilbble FEONTAGE ON WATEE ~dow~nd D~PTH ~ ~/~ ~ ~. ~ BULKH~D ~ ~ ) I House Plot Total DOCK T~ H~ Anne~ P.O.J~x 1179 · .8ou~okl. I~' I TO~N OF SOY~HOLD *Address: - *Cross Street: *Phone No.: pm-mit No.: Tax Map D~stdct: ,APP.LICATION FOR I~LFCTRICAL INSPECTION *BRIEF DESCRIPTION OF WORK (Please Print. clearly) ' (please.cirele ,a,Ji That .ApplY), *l~JOb ready for inspection: *D~ you nc-..d a T.emP Certificate: ~1 NO Temp-informat!on (If needed}. *Sel~ice $1~: I Phase 3Phase 100 *New Service: Re-connect Underground Additional Information: 150. 200 300 350 Number of Meters Change Of Service PAYMENT DUE WITH' APPLICATION 400 Other Overhead FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 6, 2009 To: Patricia Moore for Christopher McCarthy 51020 Main Road Southold, NY 11971 Please take notice that your application dated October 15, 2009 For construction of a second floor addition to a dwelling at Location of property: 1460 Peconic Bay Blvd., Laurel, NY County Tax Map No. 1000 - Section 145 Block 2 Lot 14, 15,16 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming lot, in the R40 District is not permitted pursuant to Article XXIII, Section 280-124 which states: "No building or premises shall be used & no building or part thereof shall be erected or altered in the AC, R80... Districts unless the same conforms to the Bulk Schedule incorporated into this chapter with the same force and effect as if such regulations were set forth herein full." Pursuant to Walz (#5039) such addition will constitute an increase in nonconformance. Such lots shall be required to meet the following: The required fi.om yard setback is 50'. The required side yard setback is 15'. The proposed plans indicate the fi.ont yard setback to be 39' & the side yard setback to be 13.1'. Authorized Signature Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Mailine Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 BtDG. DEPL 1OWN OF SOUTHOIIOINn~,!~ http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD 1631) 765-1809 Fax (631) 765-9064 DELIBERATIONS AND DETERMINATION MEETING OF APRIL 8, 20t0 ZBA FILE # 6352 NAME OF APPLICANT: Christopher M. McCarthy and Patricia F. McCarthy PROPERTY LOCATION: 1460 Peconic Bay Blvd., Laurel, NY SCTM #'s 1000-145-02-14,15,& 16 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 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 15, 2009 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 has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 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 EXEMPT from LWILP coastal consistency review requirements pursuant to {}268-3. PROPERTY FACTS/DESCRIPTION: The subject property is a 56,288 square foot parcel consisting of 3 Lots as shown on the Survey prepared by Nathan Taft Corwin III, L.S. prepared July 15, 2009. The 3 Lots have merged as per Code Section 280-10. The property is improved with a 2-1/2 and 1 story frame house with attached garage. The property has 103.27 feet of frontage along Peconic Bay Blvd. BASIS OF APPLICATION: Request for Variances from Code Section 280-124, based on an application for building permit and the Building Inspector's November 6, 2009 Notice of Disapproval concerning proposed construction of a second floor addition to a single family dwelling, (1) less than the code required front yard setback of 50 feet, (2) less than the code required side yard setback of 15 feet, at 1460 Peconic Bay Blvd., Laurel, NY. CTM: 145-2-14, 15, 16. Zone R-40. RELIEF REQUESTED: The applicant requests a variance to maintain a preexisting side yard of 13.1 feet for a proposed second floor expansion over a preexisting attached garage and a variance to maintain a front yard setback of 20.1 feet to a front porch as shown on a survey prepared by Nathan Taft Corwin III, L.S. dated July 15, 2009 submitted with this appeal application. ADDITIONAL iNFORMATION: The preexisting dwelling's Lot (14) merged with adjacent Lots (15 and 16) as per Code Section 280-10 under the ownership of the previous owner(s), not the applicant(s) of this appeal. Page 2- April 8, 2010 ZBA File#6352 - McCarthy CTM: 1000-145-2-14,15,16 at 1460 Peconic Bay Blvd., Laurel, NY FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 25, 2010, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3}(b)(1). Granting of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed expansion of the second floor of the applicant's residence over the preexisting attached garage footprint will create an additional bedroom with the same exterior architectural style as the preexisting dwelling, which is consistent with the character of the neighborhood. The proposed addition will improve the appearance of the dwelling and does not pose a detriment to nearby properties. 2. Town Law §267-b(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 preexisting location of the attached garage's footprint affords the applicant the only location for a proposed second floor expansion utilizing the preexisting dwelling's footprint. A portion of the preexisting attached garage's footprint is non-conforming, thus requiring a variance for the proposed construction. 3. Town Law §267-b{3)(b)(3). The variances granted herein are not substantial. The applicant requests a 1.9 foot (12.7%) variance from the code required 15 foot side yard setback, which is not mathematically substantial. The applicant proposes to maintain the preexisting nonconforming front yard and side yard setbacks. 4. Town Law §267-b(3)(b}(4} No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 5. Town Law §267-b(3)(b)(5). The difficulty has not been self-created. A portion of the preexisting attached garage's footprint is non-conforming due to the preexisting dwelling's Lot (14) merger with adjacent Lots (15 and 16) as per Code Section 280-10. This lot merger increases the preexisting dwelling's Lot Area, which consequently increases the Code required front, rear and side yard setbacks creating the present non-conformities. 6. Town Law 1~267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an additional second floor bedroom, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried, to GRANT, the variance as applied for, and shown on the Survey prepared July 15, 2009 by Nathan Taft Corwin III, and Architectural Plans, dated received by the Board of Appeals Nov.13, 2009, dated April 2009, Sheets 1 and 2 prepared by Charles M. Thomas, R.A., submitted with this application. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Page 3- April 8, 2010 ZBA File#6352- McCarthy CTM: 1000-145-2-14,15,16 at 1460 Peconic Bay Blvd., Laurel, NY The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio, Goehringer, Schneider, Weisman (Chairperson). Absent was: Member Homing This Resolution was duly ad/q~ted (~-0/). / Leslie Kanes Weism.a~, Cha~irperson Approved for filing ~/ ,/fit-72010 / BOARD MEMBERS Leslie Kanes Welsman, Chairperson James Dini~o Gerard P. Goehrlnger Geopge Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 1 197 1-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 August 31, 2010 Mike Verity, Department Head Building Department http://southoldtown.northforZnet ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Dear Mike, As a courtesy I have reviewed the attached request by Pat Moore to approve de minimus changes to the McCarthy appeal #6352 dated April 8, 2010. However, since no non- conformities were being created by the proposed changes on the amended plans that were submitted, the Building Department has the jurisdiction to grant this approval without further review by the ZBA office or Board of Appeals. In future, when similar requests for de minimis changes that do not create any non-conformity are sent to the ZBA by the applicant, their agent, and/or the Building Department, I have instructed Vicki to re-direct or direct them to your department for your decision. Leslie 08/06/2010 09:49 6317275033 BUTLER THOMAS PAGE 01 C~HARLEEi ,M. THClMA.~ 206 LINCOLN BT RIVERHECAO, NY 1 J c~n'j R,A. August 5, 2010 Town of Southold Building Dep~h.cnt P.O Box 1179 Southold, NY 11971 Re: Chris McCarthy Second Story Addition Dear Building Dept., This letter shall serve to certify that I have impected the existing sanitary sy~'m at the above referenced building site, and found that it is adequate to handle four.bedroom use load. Thank you and please call us at (631) 727-7993 if you have any further questions. CharksM. Thomas, R.A. ~ i! I~"~:,~! ~', ~tt~ OF Title Number SH292094SS SAFE HARBOR TITLE AGENCY, LTD. ]529 MAIN STREET * PORT JEFFERSON, NY 11777 (631) 473-0800 FAX (631) 473-7685 Underwriter Underwriter Number Application Date 08~05~2009 Report Date 08/12/2009 Chuck Thomas Premises P.O.B. 877 Town of Southold Jamesport, New York 11901 County Suffolk Tel (631) 722-4348 Fax (631) 727-8033 S/B/L 145.00 / 02.00 / 014.000 District 1000 Christopher M. McCarthy MoKgage Premium Fee Premium Fee Policy Single and Separate Search 400.00 , ~ ~ ~ E~ra chains if any $100 each 100.00 Su~ey Instructions: Notes: TOTAL PAYABLE TO COMPANY $ 500.00 SAFE HARBOR TITLE AGENCY, LTD. 1529 MAIN STREET PORT JEFFERSON, NY 11777 VARIANCE SEARCH STATE OF NEW YORK ) COUNTY OF SUFFOLK ) TITLE NO. SH292094SS SS.: Loft Colletti, being duly sworn, deposes and says: That she is over the age of 21 years and that she is Vice President of Safe Harbor Title Agency, Ltd. who has examined title to the Parcels of Land described on the annexed schedule and labeled Parcels: A, B, C, D, E, F That said examination, made to include 2-1-55 to determine that no contiguous property was owned by the owner of the property involved since the date of any previously Applicable Zoning Ordinance as of 6-18-09. And, that this Affidavit is made to assist the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. Liability limited to fee paid. Sworn to before me this ~ day of SAFE HARBOR TITLE AGENCY, LTD Notary Public, State of New York DAVID E. LEBENS Notary Pubiic State of New York Qua f ed n Suffolk County No. 52479139.7 Commission Expires ,,~/~/.// Title No. SH292094SS PARCEL A: (Subject Premises): ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk, State of New York, known and designated as a described parcel on the southerly side of Peconic Bay Boulevard. Also known and designated on the Real Property Tax Map as: District: 1000 Section: 145.00 Block: 02.00 Lot: 014.000 PARCEL B: (Adjacent East): Lots 17 & 18 on the Map of Laurel Park Map No. 212 District: 1000 Section: 145.00 Block: 03.00 Lot: 001.000 PARCEL C: (Adjacent East): Lot 16 on the Map of Laurel Park Map No. 212 District: 1000 Section: 145.00 Block: 03.00 Lot: 002.002 PARCEL D: (Adiacent South): Described parcel known as: District: 1000 Section: 145.00 Block: 02.00 Lot: 015.000 PARCEL E: (Adjacent West): Described parcel known as: District: 1000 Section: 145.00 Block: 02.00 Lot: 018.000 PARCEL F: (Adjacent North): Peconic Bay Boulevard Sworn to before me this Notary Public, State of New York DAVID E. LF. BENS Nota;y Public, State of New York Qualified in Suffolk Count~ No. 52-479~397, , Commission Ex~ires ~ SAFE HARBOR TITLE AGENCY, LTD by. Title No. SH292094SS Seymour J. Baum To Anne M. Baum Deed Dated: 12-14-44 Rec'd: 12-28-44 Liber: 2414 Pg: 449 Seymour A. Baum, Donald F. Baum, as Executors of Anne M. Baum To Martin Weglicki Martin Weglicki To John J. Bums and E. Margaret Bums Deed Dated: 5-18-64 Rec'd: 7-2-64 Liber: 5569 Pg: 199 Deed Dated: 1-28-66 Rec'd: 2-8-66 Liber: 5908 Pg: 15 John J. Bums and E. Margaret Burns To Regina M. Bums Deed Dated: 11-18-96 Rec'd: 11-25-96 Liber: 11803 Pg: 157 Regina M. Bums (John J. Bums as to Life Estate) To Christopher M. McCarthy Deed Dated: 2-3-00 Rec'd: 2-15-00 Liber: 12020 Pg: 884 LAST DEED OF RECORD Sworn to before me this ~.~ day of ~t~. Notary Public, State of New York OAVID E. LEBENS Notary Public State ~f New York Qua fled in Suffolk County No. 52-4791397, , Commission Expires ~/rS/la' SAFE HARBOR TITLE AGENCY, LTD by ,~/Y~'~ ~<~5~' Title No. SH292094SS CHAiN OF TITLE FOR PARCEL B: John D. Meyerdierks To Daniel X. Lynch and Sarah E. Lynch Byron Rushmore To Daniel X. Lynch and Sarah E. Lynch No proof of death for Daniel X. Lynch in Suffolk County. Sarah E. Lynch To Gildo Imperati and Marie J. Imperati No proof of death for Gildo lmperati in Suffolk County. Marie J. Imperati To Nick Saulle, Michael Saulle, and Anthony Saulle Nick Saulle, Michael Saulle and Anthony Saulle To David Patrick McKelvey and Dorothy Green McKelvey Deed Dated: 10-2-44 Rec'd: 1-2-45 Liber: 2415 Pg: 235 (Lot 17 only) Deed Dated: 10-15-46 Rec'd: 3-11-57 Liber: 4269 Pg: 588 (Lot 18 only) Deed Dated: 6-24-57 Rec'd: 7-15-57 Liber: 4329 Pg: 457 (Lots 17 &18) Deed Dated: 4-10-69 Rec'd: 4-15-69 Liber: 6534 Pg: 261 Deed Dated: 2-1-96 Rec'd: 2-15-96 Liber: 11762 Pg: 462 CONTINUED Sworn to before me this 2,> day of ,'~ · Notary Public, State of New York DAVID E. LEBENS Notary Public, State of Qualified in SLdfolk Coun~ No. 524791397~ -- Commission Expires ~ SAFE HARBOR TITLE AGENCY, LTD 4 Title No. SH292094SS CHA1N OF TITLE FOR PARCEL B: (continued) David Patrick McKelvey and Dorothy Green McKelvey To Richard G. Fingerhut and Haley Fingerhut Deed Dated: 11-2-04 Rec'd: 2-23-05 Liber: 12373 Pg: 360 LAST DEED OF RECORD CHAiN OF TITLE FOR PARCEL C: Frank R. Nichols and Carolyn L. Nichols To Angelo M. Galardi and Mary Galardi Deed Dated: 5-18-46 Rec'd: 5-21-46 Liber: 2567 Pg: 310 No proof of death for Mary Galardi or Angelo Galardi in Suffolk County. Linda S. Mosca and Charles Galardi, sole surviving heirs of Angelo Galardi To Charles Galardi Deed Dated: 3-9-71 Rec'd: 3-24-71 Liber: 6904 Pg: 211 Charles Galardi To William Moller and Adele Moller Deed Dated: 9-2-75 Rec'd: 10-1-75 Liber: 7918 Pg: 134 William Moller and Adele Moller To William C. Meehan and Theresa M. Meehan Deed Dated: 12-1-83 Rec'd: 1-12-84 Liber: 9494 Pg: 26 CONTINUED Sworn to before me this ~ day of ~. SAFE HARBOR TITLE AGENCY, LTD Notary Public, State of New York OAVIO E. LEBENS Notary Public, State of New York Oual~l in Suffolk County ~o. 52-4791397,~ Commission Expires CHA1N OF TITLE FOR PARCEL C: (continued) William C. Meehan and Theresa M. Meehan To Vincent Falco and Linda Falco Title No. SH292094SS Deed Dated: 4-30-87 Rec'd: 5-19-87 Liber: 10322 Pg: 394 LAST DEED OF RECORD CHAIN OF ITI'LE FOR Seymour J. Baum To Anne M. Baum Deed Dated: 12-14-44 Rec'd: 12-28-44 Liber: 2414 Pg: 449 Seymour A. Baum, Donald F. Baum, as Executors of Anne M. Baum To Martin Weglicki Martin Weglicki To Robert G. Bums and Thomas L. Bums Deed Dated: 5-18~64 Rec'd: 7-2-64 Liber: 5569 Pg: 199 Deed Dated: 1-28-66 Rec'd: 2-8-66 Liber: 5908 Pg: 19 Robert G. Bums and Thomas L. Bums To John J. Bums and E. Margaret Bums Deed Dated: 3-1-66 Rec'd: 10-7-68 Liber: 6432 Pg: 319 John J. Bums and E. Margaret Bums To Regina M. Bums Deed Dated: 11-18-96 Rec'd: 11-25-96 Liber: 11803 Pg: 156 CONTINUED Sworn to before me this 2~ day of ~o.,f, Notary Public, State of New York DAVID [. L£BEN$ Notary Public, State of New SAFE HARBOR TITLE AGENCY, LTD by ~ O'q,~' ~' 6 CHAIN OF TITLE FOR PARCEL D: (continued) Regina M. Bums (John J. Bums life tenant) To Patricia F. McCarthy Title No. SH292094SS Deed Dated: 2-3-00 Rec'd: 2-15-00 Liber: 12020 Pg: 883 LAST DEED OF RECORD CHAIN OF TITLE FOR PARCEL E: Deed William F. Abitz and Son Dated: 2-19-55 To Rec'd: 2-21-55 Anne M. Baum, as to 14/32% undivided interest, Liber: 3842 Pg: 220 Jeanette Abitz, as to 8/246% undivided interest, William F. Abitz and Edward G. Abitz, as to 63/246% undivided interest, Clarence A. Glowacki and Mildred E. Glowacki, as to 4/246% undivided interest, Edward H. Stammel and Lydia Stammel, his wife, as to 4/246% undivided interest, Hans Miessnest and Irene Meissnest, his wife, as to 2/82% undivided interest, John Skuro and Ann Skuro, his wife, as to 2/82% undivided interest, Ann Skuro, as to 1/82% undivided interest, Edwin Meyer, as to 1/82% undivided interest, George S. Young and Nadia Young, his wife, as to 1/82% undivided interest, Rose A. Ehalt, as to 2/82% undivided interest, Oscar Ward Marks and Frances A. Marks, his wife, as to 1/82% undivided interest, Paul M Haslach and Jane Haslach, his wife, as to 1/82% undivided interest, Edna Schade, as to 1/82% undivided interest, Walter A. Coyman and Ethereda Coyman, his wife, as to 2.82% undivided interest, William Gunther and Evelyn Gunther, his wife, as to 2/82% undivided interest, Albert Biggs and Sophie Biggs, his wife, as to 1/82% undivided interest, Angelo Coletti and Emestine Coletti, his wife, as to 1/82% undivided interest, Mary A. McAssey, as to 1/82% undivided interest, Charles D. Brinser and Agnes M. Brinser, his wife, as to 1/82% undivided interest, Frank Fischer and Emma Fischer, his wife, as to 1/82% undivided interest, James H. MacLellan and Mildred MacLellan, his wife, as to 1/82% undivided interest, Theodore W. C. Switsavage and Eleanor Switsavage, his wife, as to 2/82% undivided interest, August Mathes and Rose Mathes, his wife, as to 1/82% undivided interest, Fred M. Delahunty and Florence T. Delahunty, his wife, as to 2/82% undivided interest, Lorraine R. Winkworth, as to 1/82% undivided interest, Martin Weglicki, as to 5/246% undivided interest, Martin Weglicki and Stella Weglicki, his wife, as to 8/246% undivided interest, James E. Corrigan and Ann Corrigan, his wife, as to 4/246% undivided interest, Helen M. Kroeger, as to 4/246% undivided interest, William F. Fox and Florence N. Fox, his wife, as to 5/246% undivided interest, William G. Peter and Marion Peter, his wife, as to 2/82% undivided interest, Daniel J. Mahoney and Mary A. Mahoney, his wife, as to 1/82% undivided interest, Samuel A. Main and Eva M. Main, his wife, as to 1/82% undivided interest, Albert J. Cusa and Lillian Cusa ,his wife, as to 1/82% undivided interest. CONTINUED Sworn to before me this ~2~..> day of ,"~"~f · Notary Public, State of New York DAVID E. LEBENS No~a~ Public, State of New YodL Qualified in Stdfak97C~n~ tY No. 5247913 Commission Expires SAFE HARBOR TITLE AGENCY, LTD CHAIN OF TITLE FOR PARCEL E: (continued) Marion Fox, Robert Weglicki, and Eugene Weglicki as sole distributes and heirs of Martin Weglicki To Laurelwood Estates Property Owners Association, Inc. Title No. SH292094SS Deed Dated: 12-1-80 Rec'd: 2-9-81 Liber: 8958 Pg: 187 CHAIN OF TITLE FOR PARCEL F: Peconic Bay Boulevard Sworn to before me this Notary Public, State of New York DAVID E. L~EN$ Not~) ~j Public, State of New York N.5 Commission Expires .~_ ~// /~ SAFE HARBOR TITLE AGENCY, LTD by ~ ~ ~ D~st: 1000 Sect: 145 Blk: 2 Lot: 14 Dist: 1000 Sect: 145 Blk: 2 Lot: 16 THiS INDF.,NTUR~, made the /~ day of /Vt&~)l~ff~ , ~netee. hundred amd ninety - six B~-~F~ JONN J. BURNS and E. MARGARET BURNS, his wife, residing at 1460 Peconic Bay Boulevard, Laurel, New Yo~948. ~ofthe~,~d REGINA M. BURNS, residing at 643A Ent Avenue, Westhampton Beach, New York 1197g ~my of ~e ~ond ~, Wl~, ~t ~e ~ of the first ~rt, ~ ~s[demt[on of TEN ~LLARS and 00/1 00- - ........ ($10.00) ........ dollar, ~ ~e ~ o[ ~e ~nd ~, d~ hereby ~ ~d r~se ~to the ~y o~ ~e ~nd pa~, ~e heirs or suc~s~ ~d Msi~s ef ~e ~rty of the ~cond ~ for~er, ALL ~t ~ ~et, pi~e or ~rcd of land, wi~ ~e bu~gs ~d ~prov~enm thereon ~ed, s~tuate, I~ ~d ~ ~ ~e at ~urel. To~ o[ Sou~old. County o{ Suffolk. State of New York ~g ~nded and de~ as follows: BEaNiNG a~ a con.ere monfort( ~t in ~e sou~er]y side of Peco~c ~y ~lvd, where · e s~d ~d is in~ec~4 ~ ~e ~]y I~ne of ~e land o{ ~e ~ of ~e fi~l ~, and the W~tefly line of ~urel Park, a su~ion; R~G ~NCE ~th ~ de.es 50 minu~ 20 s~on~ ~st ~ong ~e W~terly line ~t in ~e Easterly line of a ~: of way; R~NING ~EN~ No~ ~ de~ 50 minu~ 20 s~n~ West ~on8 ~d ~t o~ way R~NG ~N~ North 51 donees ~ m~ut~ ~ seconds East along ~e ~u~etly line ot P~o~c ~y ~vd, 1~.27 ~eet ~ the con~e~e moa~en~ ~ at ~e ~ine or place of PARCEL ALL that certain piece, parcel or plot of land situate at Laurel, Town of Southold, County of Suffolk, State of New York bein8 bounded ami described as follows: BEGINNING at a concrete monument set in the dividing line between land of the party of the first part and Westerly line of land of Laurel Park, a subdivision, said concrete monument being set South 23 degrees 50 minutes 20 seconds East 375.76 feet from a concrete monument set in the Southeriy side of Peconic Bay Blvd., where the Easterly line of [and of the party of the first part and the westerly line of Laurel Park intersects said road; THENCE RUNNING South 23 degrees 50 minutes 20.seconds East alon8 the westerly line of Laurel Park 200 feet to a concrete monument; THENCE RUNNING South 66 degrees 09 minutes 40 seconds West 100 feet to a concrete monument set in the Easterly line of a right of way; THENCE RUNNING North 23 degrees 50 minutes 20 seconds West along the Easterly line of said right of way 200 feet to a con~rete monument; THENCE RUNNING North 66 degrees 09 minutes 40 seconds East 100 feet to the concrete monument set at the point or place of BEGINNING. Fi;C01;0E0 THE GRANTORS reserve the right to the exclusive use and occupancy of the premises during the Grantor's lifetimes, wlth the Grantors to pay for all maintenance and repairs, water and sewer oharges, insurance charges, and taxes relating to said premises. Said life use shall be personal to Grantors, and shall not be subject to assignment or lease, except as otherwise provided in this paragraph. The Grantor~ and the sumtivor of them reserve the power to appoint the remainder andJor Granto~'s life uses in the premises to any one or more of the issue of the Grat~tors, siblings of the Grantors, or issue of the Grantors ~iblings, or the spouses or surviving spouses of any of the foregeing persons, with the term "issue" being deemed to indude persons who have been adopted according to law but not born out of wedlock. This power shall be exercisable or may be relinquished during the Grar~tor's lifetimes by a deed to the Grantee herein or to others who are members of the class of appointees set forth hereirt, making expterm reference to this power and executed and recorded irt the Couixty Clerk's office where this deed is recorded, prior to the Grantor's death. No exercise of this power shall be deemed to release the Grantors life estate unless such a release is explidtly made in a deed. The exercise of this power shall not exhaust it and urde~ the power is specilically re~eased in such a deed, the deed recorded last shall control as to any ambiguities or inconsistencies. 'tHE GRANTORS herein being the same persons as the named Grantees in deed recorded in l~ber 5908 page 15. RECORDED THl~il)~Ji~madethe~~]j dayol November 0nineteenhundredaod ninety six JOEN J. BURNS and E. MARGARET BURNS, hi, wife, residing at 1460 Peconic Bay Boulevard, Laurel, N.ew~ork 11948 DIST,qICT SECTION [~LOCI( tOT · 12 17 21 20- R~GINA M. BURNS, residing at 643A Ent Avenue, Westhampton Beach, New York 11978 Dist: 1000 Sect: 145 Blk: 2 Lot: party o( the secona t~rt, ~/Trlv~-ul~ that t~ ~y of t~ first ~, in considend~ o{ ( $1 0.0 0 ) TEN . · · ~ ~y of ~ Unit~ Sta~, ~d ~ R~NG ~ ~ d~s ~ minu~ 20 ~ ~t ~on8 ~e westerly ~e RECORDED N0Y. 25 j~ f~770 RECORDED TORR~KS NOV ~ 5 ]~ I CLERK 0F SUFFOLK COUIGY cmir~l=, ~ i770 ~-5217 (Cmnly)~.~ Sub T~I '~, ~ ~), S~JA~L Afr~avil ~. T~amfc~ T~ {f~ /~ RECORD & ~'fURN ~ 7 , Suffoi'k Count~ Recording & Endorsement Page In Uic lbw~lfip o~ .~ Ot ~ or IIA~ of BOX~ 5 TIIRU 9 M~ BE ~D OR PRI~ED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. BECOI DED I~ P. ROtI~ Dist: 1000 Sect: 145 Blk: 2 Lot: 14 1000 145 Blk: 2 Lot: 16 BE~E~ JOHN J. BURNS and E. MARGARET BURNS, his wife, residing at 1460 Peconi¢ Bay Boulevard, Laurel, New party ofthefirstpart,~d REGINA M. BURNS, residing at 643A Ent Avenue, Westhampton Beach, New York 11978 I~$TR'tCI' SECI'ION STOCK LOT Wl'rblF..$BETH, thatthe party ofthefirst pa~,~consi~mtlonof ........ ($10.00) ........ ~wfulmoneyoftheU~d$~tes, TEN DOLLARS and 00/100- - dollars, paid by the party of the ~*cond par~, do~ hereby grant and release unto the party of the ~econd part, the heirs or succes-"or~ and assigns of the party o{ the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the at Laurel, Town of Southold, County of Suffolk, State of New York, being bounded and described as follows: BEGINNING at a concrete monument se~ in the southerly side of Peconic Bay Bird. where the said road is intersected by the Easterly line of the land of the party of the first part, and the Westerly line of Laurel Park, a subdivision; RUNNING THENCE South 23 deg~es 50 minutes 20 seconds East along the Westerly line of the said Laurel Park 175.76 feet to a con~xete monument; THENCE South 66 degrees 09 minutes i0 seconds West 100 feet to a concrete monument ~t in the Easterly line of a fight of way; RUNNING THENCE North 23 degrees 50 minute~ 20 seconds West along said right of way 150 feet to a concxete monument set in the ~outherly side of Pecodic Bay Blvd.; RUNNING THENCE North 51 degrees 42 minute~ 50 seconds East along the Southerly line of Peconic Bay Bird. I03.27 feet ~o the concrete monument set at the point or place of BEGINNING. PARCEL II: ALL that certain piece, parcel or plot of land situate at Laurel, Town of Southold, County of Suffolk, State of New York being bounded and described as follows: BEGINNING at a concrete monument set in the dividing line between land of the party o~ the first part and Westerly line of land of Laural Park, a subdivision, said concrete monument being set South 23 degrees 50 minutes 20 seconds East 575.76 feet from a concrete monument set in the Southerly side of Pec~nlc Bay Blvd., where the Easterly line of land of the party of the first part and the westerly line of Laurel Park intersects said road; THENCE RUNNING South 23 degrees 50 minutes 20.seconds East along the westerly line o/ Laurel Park 200 leer to a concrete monument; THENCE RUNNING South 66 degrees 09 minutes 40 seconds West 100 feet to a concrete monument set in the Easterly line of a right of way; THENCE RUNNING North 23 degrees 50 minutes 20 seconds West along the Easterly line of said right of way 200 feet to a concrete monument; THENCE RUNNING North 66 degrees 09 minutes 40 seconds East 100 feet to the cotw. rete monument set at the point or place of BEGINNING. RECORDED NOV. 25 ~ O.~g0~J~0tg00t~/ff TI~E GI~NTORS reserve the right to the exclusive use and occupancy of the premises during the Grantor's lifetimes, with the Grantors to pay for all maintenauce and repairs, water and 5ewer char§es, insurance charges, and taxes relating to said premises. S~id life use shall be personal to Grantors, and shall not be subject to assignment or lease, except as otherwise provided in this paragraph. The Grantors and the sur~vor of them reserve the power to appoint the remainder and/or Grantor's life uses in the premises to any one or more of the issue of the Grantors, siblings of the Grantors, or issue of the Grantor's siblings, or the spouses or staviving spouses of any of the forgoing persons, with the term "issue# being deemed to include per~ons who have been adopted according to ]aw but not bom out of wedlock. This power shall be exercisable or may be relinquished during the Grantor's lifetimes by a deed to the Grantee herein or to others who are members of the class of appointees set forth herein, making expzess reference to this Power and executed and ~corded in the County Clerk's office where this deed is recorded, prior to the Grantor's death. No exercise of this power shah be deemed to release the Grantors life estate unless such a release is explicitly made in a deed. The exercise of this Powe~ shall not exhaust it and unless the power is specitically released in such a deed, the deed recorded last shall control as to any ambiguities or inconsistencies. THE GRANTORS herein being the same persons as the named Grantees in deed recorded NO~ Z,~ j~ CLERK OF,~FFOL~ SURVEY OF PROPERTY SJTUA TE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-145-02-14 S.C. TAX No. 1000-145-02-15 S.C. TAX No. 1000-145-02-16 SCALE 1"=$0' JUNE 4, 2009 JULY 15, 2009 ADDED 2nd STORY ADDITION AREA DATA S.C. TAX No, 16,288 sq, fl, ~.Y.5. Lin, No. 50467 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fax (651)727-1727 THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, 0 0 CERTIFIED TO: CHRISTOPHER M. McCARTHY PATRIClA F. McCARTHY ADDITION MATCH NEY/FASCIA TO EXISI1NG WATCH~XIST. LINE OF E)~ST, GARAGE ROOF TO BE REMOVED NEW FASCIA TO MATCH EXIS~NG EXiSTINC T,O, SECOND FLOOR D'-7" PLATE HEI_GHT ~0, RRST FLOOR LEFT SIDE ELEVATION ~ FRONT ELEVATION SCALE: 1/~-'' = 1'-0" SCALE: 1/4" = 1'-0" §'-o" PLATE HEIGHT T,O, SECOND FLOOR B'-7" PLATE HEIGHT T,O, WINDOWS ALIGN ADDITION MATCH NEW TO EXISTING ~ RIGHT SIDE ELEVATION ~ REAR ELEVATION SCALE: 1/'~" = 1'-0" SCALE' 1:/4" = 1'-0" LLI Z W W W SHEET NO 1 22'-5" PROPOSED SECOND FLOOR ADDITION OVER EXIST. GARAGE \ \ \ ..-> ? 2"XIO" rr ~N,,,I ? i'-,'~ 9'- )" CLG, HT, 16" // NEW 2642 ~ j. 2642 LINEN 14%5- EXISTING BATH \ \ \ \ ----q II EXISTING BEDROOM 22%0" PROPOSED SECOND FLOOR ADDITION CLOSET/ CLOSET/ ADDITION = 672 S.F. 5~-10'' 5%1· \ \ EXIST, EXISTING CLOSET/ / / / / / / CUSTOM BUrLT-IN STORAGC UNIT EXIJ;TINO ~ED~OOM J EXISTING 21%7" 30'-0" r ] q I i~=:%. _.. ~L I I ,- I I EX~SnNO ~o II II F A M I L Y EXISTING R~ ~ tJ 2-14"MLHEAOER II R 0 0 M ('~ ~. D I N I N O II II ~o ~ ' ~ II 4-14" ML FLUSH II U II ~s~ 2xlo ~ [~CH S~D~ II II OF TJ~ SACK TO ~ ~ -6" -- ~ ~N, ~ I t' EXISTING KITCHEN ~ ~ GARAGE ~ ~ 16" O,C, R-19 IN.LA. ON II II H II II ecsc O.H, DOOR II u~ '1 ~ ] I N I N [XmTIN~ ~ ~" AREA kl VI N g ~ _J L FOYER S E C 0 N D F L 0 0 R P L A N 0 F i R S T1, oF,, L 0 0 R p L A N SCALE: 1/4" = 1'-0" SCALE;~/~" =- NO CHANGE ADDITION = 672 S.F. III Z SHEET 2 TMESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERMCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND tHEIR USE ANO PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FO[~ ~HICH IHEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLrCAllON BY ANY METHOD, IN WHOLE OR iN PART, IS PROHrBITED EXCEPT BY WRITTEN PERMISSION FROM TRE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WlTll TRE ARCHITECT, VISUAL CONTACT W1TH THE',/ SHALL CONSIITUTR PRIMA FACE EVIDENCE OF ACCEPTANCE OF rHESE RES~ICIIONS. CEDAR PERFECRON 2": CEIUN6 ~ISTS 0 16" 0.O, W/R-56 GATT. INSULATION 12" M,L, RIDGE ATTIC TYPICAL ROOF CONSTRUCTION O~R I§~ ROOF FELT ON t/2" CDX PLYWOOD SHEAIHIRO, 2"X10" ROOF RAF1ERS 0 16" 0,O, 12 ~ 6.8+-- T.O,, WINDOWS HOUSE ~ I/2"ODX OH 2"X4"~. S'IUD6 O 16" O.C. R-16 INSULARON II 7/6 TJ FLOOR JOISTS O W/3/4" PLW/OOD SUBFLOOR [XIS'rlNS GARAGE T. 6, SECON CROSS SECTION SCALE'. 1/4" = 1'-0" 2 TYPICAL ROOF CONSTRUCTION ARPHALT OVER 15# ROOF PELT ON I/2" COX PLYWOOD SHEAIHINO, 12" M,L, RIDGE B£AM~ TYPICAL CEILING CONSTRUCTION 2" X 10" CEIUNG JOISTS W/ R-38 GATT, INSULM1ON TYPICAk WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HODSE ViRAP I/2" pLYI~)CD SHEATHIND ON 2"X4-" ~tD, STUDS 0 15" 0.O, R-19 INSULA'I1ON TYPICAL FLOOR CONSTRUCTION 14" TJI FLOOR'JOISTS 0 W/3/4" PL'i~OOD SUBFLOOR NEW MASTER BEDROOM ~R HT, ATTIC EXISTING GARAGE EXISTING FOUNDATION NEV MASTER BATH TUB ROOF FELT ON 1 %.% ",\ · tO" OC. h~ 0 16" OR, 2"X10" rr ~ \", · 16" R-30 INSULATION 2".X10" LO, dOiST \ I \\,%N ~ // 'T [ I ~" Il I I I COX PLYWOOD SHEATH{ND. OFDAR PERFEC'nON ~,i'IINSLES 'P¢~K W~WR 1,/2" CD X SHEA11RNG ON 2"X4" I¢, 0 18" O,C, INSULATION F{ \ __] L_- / / / / / / / / / / / / / / ~\ L .............. ./.. ............. PLAN ROOF SCALE: CROSS SECTION 1 SCALE: ~/4" = 1'-0" AND ACCOMPANYING SPECIFICAIlONS, AS INR]RUMENTS OF SER~CE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBIJOA~ION StlALi. BE RESrRIOED TO TFIE ORIGINAL SIlT FOR ~411CH THEY ~RE PREPARED. REUSE, RRPRDOUCllON OR pUBUCA'I1ON BY ANY METHOD, IN WHOLR OR iN PART, IS PROHIDI1ED EXCEPT BY WRITTEN pERMISSION RROM 11~E ARCHIrEO1, R11.R TO THESE PLANS SHALL REMArN ~IFH RIE ARCI-IITECE. VISUAL CONTACT W]TR RiEM SHALL CONS]IfUTE PRIMA [ACiE EVIDENCf; OF AOOFPTANCE OF THRSE RERTRI¢~ONS, o>- C) L.LI L,.I 5 klATCH NEW FASCIA PROFILE & ~NDOW ADDITION UNE ~ F:.~ST, GARAGE ROOF TO BE R£~IO'~D C ~IATCH NEW FASCIA PRORLE TO NEW FASCIA TO MATCH E~ISTINO T,O~ $£COND~OOR T,O. FIRST FLOOR EXISTINC LEFT SIDE ELEVATION C FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 8'-0" PLATE HEI_GHT -- T,O, WINDOWS T,O, SECOND FLOOR 8'-7" PLATE HEIGHT TO. WINDOWS ADDITION EXIS~NG u 'rOBE RE~OV£ R I G H T S I D E E L E VA TI O N ~) R E A R E L E V A TI O N SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0' ~¢~IV~ NOV 1 ZI W J W SHEET NO 1 EXISTING 21'-7" 30'-0" ,:,'-s" ~o'-o" !'-~t ,~'-s½" 1~'-.~" ~'-2~" 5'-o" r EXISTING BATH q~ ::~ EXISTLNG ii 9080 O.H. DOOR II f A M I L Y EXI~T_IN_G___ __ IIII jill ROOM 0 (~ D I N~'i'TN~'~GR 0 0 M II II ~. II II LJ o ii ii ii ii CLOSET/' II II 12'-o" STORAGE II II 12'-1" K I T C H E N '~ ~ ::: ~ ~ GARAGE II II H Il II II II I~ ~ II II ~ , ~ ~ ' II 9080 O.H. DOOR II . uP 3 I N I N EXISTING AREA LIVING o ~ -J L FOYER F-~ 2B'-~" PROPOSE8 SECOND FLOOR ADDITION 2852 3052, 2852 J ~ NFN/N//AN~ 16 cc, ADDITION = 672 S.F. /, ~ S E C 0 N D E L 0 0 ~ ~ L A N ~ E I ~ S T1, ~ L 0 0 ~ P L A N ADDITION = 672 S,F. ~ R~CE~ED THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUNtENTS OF SER~IRE, ARE THE EXCLUSIVE PROPERTY OF ME ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SIIE FOR WHICH TREY WERE PREPARED, REUSE, REPRODUCIION OR PUBLICAllON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH 9HE ARCHITECT, VISUAL CONTACT NTH THEN SHALL CONSllTUTE PRI~IA FADE EVIDENCE or ACCEPTANCE OF THESE RESTRI~110NS' ' - ADDITION MATCH FlEW FASCIA PROfiLE MATCH E~ST. DETAILS 12 MATCH NEW FASCIA PRORL[ NEW FASCJA TO MATCH E)~S'flNO MATCH W1ND01 MATCH EXISTING · o, WlNOOWS T,O, SECOND FLOOR 8'-7~' PLATE HEIGHT %_0. WIN DOW_S T.O, FIRST FLOOR EXiSTiNG LEFT SIDE ELEVATION ~ FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 8'-0" PLATE HEIGHT T.O, WINDOWS T.O. SECOND FLOOR 8'-7" PLATE HEIGHT T.O. WINDOWS ADDITION TO MATCH CUSTOM ARCH ~NCOW NEW FASCIA ~ UNE OF EXIST, TO BE R~OV~D,r PLUMP, F,,,? CF. ~TI,ClC,~ ~RIGHT SIDE ELEVATION ~) REAR ELEVATION CERTI,F/C'~TEOF~,¢{_U~A~' SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1'-0" 5g~4~5'yA~ T , UNLAWFI% ~/ITHO~ J'F C PLUMBING ALL PLLiMBING WASTE &WATER UNES NEED L i, TESTING BEFORE ,ALL C,' ,, MEE'F 'ii o RETAIN STORM WATER RUi~JOFF ~LI. PURSHANT TO OI:AP] ER 255 LU I_d im Z SHEET NO. 1 THESE DRAWINGS AND ACCOMPANYINO SPECIFICAEIONS, AS INS~UMENTS OF SERWCE, ARE l~E EXCLUSIVE PROPERTY OF THE ARCHI~CT AND THEIR USE AND PUBLICAtiON SHALL BE RESTRICTED TO THE ORIGINAL Rl~ FOR WHICH ~EY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRIT%N PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH ~IE ARCHITECT. WSUAL CONIACT ~TH THEM SHALL CONSTITUTE PRIMA I ACCEPTANCE 2?-7" 50'-0" ' mm~ BATHEXlSTINO I I I5 _m Iil II mmCLOSET/ ' NN m /~ REde . $ J ( KITCHEN m ~ ~~ I J ' AREA LIVING O~R EXIST, OARA~~ ~/ , - m ~ ~=j LF 0 Y e R .............. ~ ~ CLOSET/ OLOSET/ , I ~--~ 2~'-9" ~ ~~ ~ ~~ ~ ,, ,, ,, ,, I ..... z_~ ...... i~, ~ - J m ~ SECOND FLOOR PLAN ~ FIRST FLOOR PLAN SCALE: ~/~" = ?-0" SCALE: ~/~" = ~'-0" NO CHANGE ADDITION = 672 S.F. ~ BATH II 9o8o O,H. DOOR II F A M I L Y EXISTINO Il II ROOM A (~ DINING II II Il II CLOSET/ II II II II KITCHEN ~ GARAGE ~~ 0 16" O,C, R-19 INSULATION *~"~ R 0 0 M II II II II It mi m m II 21'-7" H ,, ,, II 9o8o O.H, BOOR II AREA LIVING a =J L FOYER F-] 28'-9" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERMCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLiCAtiON SHALL BE RESTRICTED TO THE ORIGINAL Sll~ FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCtiON OR PUBLICAtiON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTbN PERMISSION FROM THE ARCHITECT. TINE TO THESE PLANS SHALL REMAIN WITH ~E ARCHITECT, VISUAL CONTACT WITH THEN SNALL CONS~TUfE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RERTRI¢llONS TYPICAL ROOF CONSTRUCTION .... II / 12 M.L, RIDGE BEAM~ / OVER 15~ ROOF FB_T ON I/2' CDX PLYWOOD SHEAIHING. 2"XlO~.~ "ROOF RAFTERS 016" O,C, !J TYPICA~~ ~ I~s~6~ ~~ I ~ ~ ~ m" cc, ,, / ~1 ' II / .I ~ I ' I I i , I MATCH ~ISTING ~ q / ~ I I ~ I %% e 16" ~. ~-38 INSUL. / FINISHED ~RH~ --% / ~J m , ~% I I / --- -' '~ EX~STINC J m ~ ~ ~ ~ , , , [ ,[ .... ~~ , ,,, , ............ I~ [ / %~ / %~ I I / I I I II II I I I ~[ ] , I [[ ~ [[ I I C R 0 S S S E C 11 0 ~ 2 ~ .... ~___1___~___~ .... ~___~__q I m I I ~ ~ ~ '/ ~ I / I ~ ROOF PLAN TYPICAL ROOF CONSTRUCTION ~YPICAL ROOF CONSTRUCTION SCALE: 1/~" = .ASPHALT SHIN6~ ROOFING ~ -- ,, ///~ALT %SHIN~ ROOFING ~ . / DX L~D HEA~mN6, 12 U.L, RIDGE BEAM% OOF ELT ~ 1/2 CDX PLOP ~EA~mNG, __TYPICALCEILING CONSTRUCTIO m W/R-~BA~,IN~LA~ ~ A T I~ ~ / ATTIC ~ ~ BAST[R ' I , ~ BEDROOM ~ Ili l BATH ~lllBII TYPICAL FLOOR. CONSTRUCTION..,~ ~= II II I ¢~---,---TYPICAl ----~WAI I ~...~kl( --~.,~..TPI I~Tl~kl ..,.. ................. ~ ~N~S,~ ~ ,~, II IIIII ~HE*m~ O~ tX~ ~ * m' O.C. , __ TOP PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY BOTTOM PLATE FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFOM SECTION 3.5.1,1,1 t JOIST TOP PLATE OR BLOCKING BAND JOIST OR BLOCKING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS 1/3 SPANt ,~OTTOM PLATE ~ JOIST DRAWL SPACE OR BASEMENT FOUNDATION ~OR BLOCKING ND BRIDGING SEE WFCM SECTION 5,5 3EARING WALL CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATF TABLE R 301.7 ~--LAP JOIST 3 IN. MIN, ~--SUBFLOOR ALLOWABLE DEFLECllON OF S1RUCRURAL UFURFRS S~CTURAL MEMBER ALOWABLE DEFLECTION SLOPES mAN f~ W/NO · T, W^LLS-~ND LO^OS L/2,m BIH FLFXI?LE(a) FINISHES TOP PLATES TOP PLATES -- TOR PLATE- DRILLING AND 16d NAILAT 24" O.C. GYPSM BOARD INSTAL~/bF~ktNTABLE3,1 NOTCHINO PROVISIONS AOCORDANOE WITH WALL STUD- BORED HOLE MAX DRILLING AND DIAMETER 60% BORED HOLE MAX NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% WFCM SECTION 3.4.1.1,1 WOOD STRUCTURAL PANEL OF STUD DEPTH IAd NAIL AT6" O,C, WFcMIN ACCORDANCE 5/8" FIN,TO EDGE 5/8" MIN.TO EDGE LL PANEL EDGES) TABLE 5.1 8d NAIL AT 12" O,C. ON ALL JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 25% OF STUD DEPTH -- ~OTATION iN ACCORDANCE (0) OUTSID~ CORNER DETAIL 40%. OF STUD DEPTH NOTES[ L= SPAN LENDTH, H = SPAN HDGHT AND 3,3,1.4 BRIDGING 8d NAIL AT 6" O,C, deflection limits herein, (ALL PANEL EDGES) ACCORDANCE WITH WFCM TABLE 3,1 BORED HOLES SHALL NOT DE LOCATED IN THE SAME -- b, For contilever memebera, L sholl be token os twice (he lenght ORQSS SECTION OF CUT CROSS SECTION OF CUT OR MIR, TO EDGE c, For olumTnum structural members or poneles used rn roofs or ~--1 IN,x4 IN. RIBBON wolle of sunroom odditlone or poUo covers, not supporNng edge of CUT INTO STUD - FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom odditrons or potio covers, the tarot Io~d deflection sholl 5/8" MIN. TO EDGE 16d NAIL AT 24" INSTALLED IN ACCORDANCE WFCM 2001 SEC HIGH WIND EDITION not exceedL/12D WITH WFCM TABLE 3,1 TABLE It 30'1.2.2.2.1 WFCM 2001 SILL PLATE SECTION 3.4.3,1,1 FIGURE 3,3B SECTION 'WN_I. BRACING ADAIS1WENT FACTORS BY ROOF COVERING DEAD LOAD ROOF/(FlUNGROOF/CEIUNG DEAl) LOAD DEAD LOAD IF HOLE I~ BETWEEN 40~AND OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED Bd NAIL AT 6" O,C, ON ALL ~ PRAM~NC MEMBgRS ATPANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND MONOLITHIC EDGES AND 12 O.C. ON ALL SLAB-ON-GRADE FRAMING MEMBERS NOT ATFOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING i FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR BEARING WALL 2x4 CONTINUOUS TYPICALWALL,FLOOR & ROOF FRAMING NON-BEARING WALLS: R602,6 (1)& (2) FOPS,: , POUND PER SE JARE FOOTD.4BkN/M(2) BRA(FATE' O,C. a. LINEAR INTERPOLATION SHALL BE PERMITTED · ND-BORNE DEBRIS PROTECllON FAS1ENING SCHEDULE NAILS FOR WOOD STRUCTURAL PANELS TOP PLATE ~<-C+?LE ~TUB~'~ ~ T~PIC · - RF^DFR - ' uONN R :QU FULL L UPi / g{ 4LC' FASTENER SPACING FASTENER 2 FEET 4- FEET 6 FEET PANEL SPAN ~: PANEL SPAN ~ PANEL SPAN f:: PANEL SPAN TYPE ,< 2 FEET ¢ 4. FEET C 6 FEET C 8 FEET 2 1/2" ~6 16" 16" 12" 9" WOOD SCREWS 2 1/2" lib 16" 16" WOOD SCREWS 16" 12" SEC HIGH WIND EDITION 3.4.2.1.1 FIGURE 3.3 A BORED HOLE LIMITATIONS WALLS OR CEILING JOIST SEE STUD TO RAFTER SECTION A-A OR STUD TO STUD DETAILI BLOCKING ENDWALL~ 5d COOLER NAILS AT 10" 0.( ^TDH~DWIR£ NOT[: 2"x4" BLOCK NAILED TO EACH CONNE¢IED D BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS a, THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. m~S~RS~R AT EACH END OF HEADER AND b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL, (PN~) AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD NOTE~ SIMILAR1 ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. CONNECTION AT WALL STUDS AND AT TOP AND d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE BOTTOM OF CRIPPLES 20 GAUGE STRAP WITHDRAwALATTACHED UTILIZINGcAPACiTyVIBRATION-RESISTANToF 49{} POUNDS, ANCHORS HAVING A MINIMUM ULTIMATE BD£iALL~ FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS e, WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/~B INCH (1H1 m) (WFCM FIGURE3.7b)CONNECTIONS FOR OPENINGS 8d NAIL AT 4" O.D. EXTERIOR WALL STRAPPING SCHEDULE AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDC N~TES NAILS ~, NO CEILING NOTES~ BUT NEED DIAPHRAGM ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SSCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ED 15 FT, REQUIRED CONSTRUCTION, SSTD lO-gQ) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 505 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ~ ~_ TABLE S.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. NAIL PENETRA110N INTO FRAMING IS ACHIEVED, [PHDS) OONNECIED TO FLOORcOU :~ INSTALL THROUQH FIRST FLOOR SHDE, FLOOR TO NDATION CLEARANCE FROM SLOPES GABLE ^, CONNECTION HOLD DOWN Bd NAIL AT 12" O.C. ON ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NO~ AT PANEL EDGES 20 GA. STRAP- WINDOW AND DOOR OPENINGS: GYPSUM BOARD ~ ~1', (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE N NAIL AT WIDE MIN. 3.70 & 4.7b) 24" O.C. W/E8) 8d NAILS TABLE R301.5 NOTES EACH SIDE E OF FOOTING 12" MAX, I ~SED ON REDUIREMENTS ~ H lOT ~ V"~' H/~ BUT NEED NOTI ~ "~' EXCEED 40 FT. MAI FOR SI: 1 POUND PSR SF= 0,04-7g kN/M(2), 1 POUND : 4. WSN, SIDE WALL o. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS iN EDGES) SEOITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802,10,7 FOR TRUSSES. ATTICS ~THOUT STORAGE ARE STRUCTURAL PANEL THOSE WHERE TEE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND iNSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO NAILING SCHEDULE (TABLE 5,% OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 WCFM HiGH WiND EDITION) FEET WIDE, OR OREATERE, LOCATED WITNIN TME PLANE OF THE TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT (A~ OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIME LOAD REQUIREMENTS. / GYPSUM BOARD 8d NAIL AT ¢. INDIVIDUAL STALE TREADS SHALL BE DESIGNED FOR TNE UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON RON; . i m S 0 -- SIZE PER MOST R 'NT /- 6 O,C. ALL p n St r on g Tie lA ( CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE ' ~' . PANEL iNCHES, WHICHEVER PRODUCES THE GREATER STRESSES. y F ~: d' A DINGLE CONCENTRATED LOAD APPLIED IN AMY DIBECTION AT A35- Chimne Faming EDGES) ANY POINT ALOND THE TOP e SEE SECTION R502 2, FOR DECKS ATTACHED TD EXTERIOR  WOOD STRUCTURAL WALLS, ROOF RAFTER / RIDGE DETAIL PANEL INSTALLED I' --X E OUARDIN-FILLCOMP, ONENTS (ALL THOSE EXDEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ACCORDANCE ~ TO WITHSTAND A HORIZONTALLY APPLIED NORMA' LOAD OF 5D SCALE: N,T.S. , NAILING SCHEDULI '16,d, NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT,I~TNiS LOAD NEED ITABLE 5.1, WCFM 206 <~ 24, O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE HIGH WIND EDITION ~= LOAD REQUIREMENT, g. APPLIES TO ATTICE SPADES NOT MEETIND THE REOUREMENTS 8d NAIL AT 6" O.C, Oh ~ FOR STORAGE PER FOOTNOTE b, SEE SECTON RB0242 FOR -- CONVENTIONAL CEILING JOISTS AND SECTION RBD2,1O,6 FOR A'LL FRAMING MEMBERS TRUSSES. FOR ATTICS WiTH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES ANE (B~ LNSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION ERAMING MEMBERS NO~ CONTAINING A RECTANDLE 42 INCHES (1067mm) HION OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR CREATER, LOCATED WITHIN THE ..,q,,,,i~F ~' s o nd"-.,Tie PLANE OF THE TRUSS. THE RECTANDLE SHALL FIT BETWEEN THE TOP GE THE BOTTOM CHORD AND BOTTOM GE ANY OTHER TRUSS LI F',II MEMRER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA ,S L/ MET: / ' CORNER BRACING DETAIL EXTERIOR CORNER 1. THE ATTIO AREA IS AOOESSIBLE BY A PULL - DOWN STAIRWAY FRAMING OR FRAMED OPENING IN ACCORDANCE WITH ,ECTION 8DT.I:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN ~,._~ SCALE: N T S ~ ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED · · . TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS, ENDWALL STUDS I CEILING BRACING GABLE ENDWALL (WFCM FIGURE 5.7o) PROVIDE RAFTER TO RIDGE TENSION STRAP 2x BLOCKrNG RIDGE HANGERS IF USE 8 8d NTH NO JOINT RAFTER TAILS ARE NOT .2N-EAC~ W 0 RU TU AL P NE STRAPPED TO TOP 20 GAUGE STRAP - ' ~)'~/3G2ABI~(~ ~A~ ANCo (~N W~L I~LOW PLATE OF WALL BELOW ~ 20 BASED ON SHEARWALL REQUIREMENTS ... ~ ~ ENDWALL, BALLOON FRAMING PREFERRED METHOD / RIDGE BEAM / RIDGE TENSION STRAP DETAIL T A B L E R301.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 4-0 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 Z SHEET NO. D-1 (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) (TABLE 3.1 WFCM HIGH WIND EDITION) NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACINO 4-8(I PER RAFTER RAFTER TO TOP PLATE (TOE-NAILED) CEILINO JOIST TO TOP PLATE ( TOE-NAILED) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT ;ONNECTIONS RESISTING LATERAL &: SHEAR LOADS (TABLE 5.10 WFCM 2001 ~IGH WIND EDITION) ROOF SHEATHING ATTACH~IENT REQUIREMENTS FOR WIND LOADS CEILING JOIST TO PARALLEL RAFTER ( FACE-NAILED) CEILING JOIST OVER PARagONS (FACE-NAILED) COLLAR BE TO RAFTER (FACE-NAILED) BLOCKING TO RAFTER (TOE-NAILED) TRIM BOARD TO RAFTER (END-NAILED) 4-8d 9-16d 9-16d 2-8d PER JOIST EACH LAP EACH LAP PER TIE EACH ENO 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (PACE-NAILED) TOP PLATE AT INTERSEC~ON (FACE-NNLED) SIUD TO STUD (FACE-NNLED) HEADER TO HEADER (FACE-NAILED) TOP OR BOTTOM PLATE TO STUD (END-NAILED) ROTTOM PI ATF TO FI BDR .I~IRT RANDJDIST FND,1OIST OR BI OKIMC (FA~-NAILED) FLOOR FRAMING 2-16d (SEE NOTE 1) 4-16d 2-16d 16d 2-16d 5-16d 4-16d 2-16d (SEE NOTE 1,2) PER FOOT JOINTS - EACH SIDE 24' O.C. 16" O.C, ALONG EDGES PER 2X4 STUD PER 2X§ STUD PER 2X8 SlUD PER FOOT JOIST TO SILL. TOP PLATE TO GIRDER (TOE-NAILED) BRIDGING TO JO(ST (TOE-NAILED) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) LEDGER STRIP TO BEAM (FACE-NAILED) JOIST ON LEDGER TO BEAM (TOE-NAILED) BAND JOIST TOJOIST (END-NAILED) BAND JOIST TO SiLL OR TOP PLATE (TOE-NAILED) 4-8d 2-8d 3-16d 5-16d $-8d 3-16d 5-16d PER JOIST EACH ENP EACH BLOCK EACH JOI~T PER JOIST PER JOIST PER JOIST ROOF SHEATHIND STRUCTURAL PANELS 8d 2-8d 3-8d DIAGONAL BOARD SHEATINO ¢X6" OR I"XB" 1"X10" OR ~DER 5EETABLE 5,10) PER SUPPORT PER SUPPORT CEIUNG SHEAI1NG GYPSUM WALLBOARD I 5d COOLERS i 1" EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS FIREBOARD PANELS 7/16" 2B/52" GYPSUM WALLBOARD HARDBOARD PARTICLEBOARD PANEL DIAGONAL BOARD SHE&TING I"X6" OR I"XB' 1"X10" OR ~DER STRUCTURAL PANELS I' OR LESS GREATER THAN 1" DIAGONAL BOARD SHEA~NG l"X6" OR l"X8" FLOOR SHEAIHING Bd 6d 8d 5d COOL~RS Bd 8d 2-Bd S-Md 8d lOd 2-Md ~EE TABLE 3,10) 5" EDGE / 6" FIELD 3" EDGE / 6" FIELD I' EDGE / 10" FIELD ~EE TABLE 3.11) 'SEE TABLE 3,111 PER SUPPORT PER SUPPORT 6" EDGE / 12" HELD 6" EDGE / 6" FIELD PER SUPPORT 1"X10" OR ~DER 3-Md I PER SUPPORT 1 NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE , IF WALL SHEATING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TABLE 3.10 [SEE NOSE I) WFCM 2001 HIGH WIND EDITION 8B I g° Ilo°J'° [12° J'°l'¢ol'5o MAXIMUM NAIL SPACING FOE ~ C~MON NAILS J O~ lO DBOX NAIL~ (INCHESOC.) J (s~ (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXPOSURE B (TABLE 5.11 WFCM 2001 HIIGH WEND EDITION) WALL SHEATHING &: CLADBIING ATTACHMENT REQUIREMENTS FOR ~ND LOADS EXPOSURE B ~.,,~,~.=,~.~,r i~, i goi,.ooi, j21_1. 2l,;o1, o11 oI £1rl~l?Fl?l[IFFI¢I~lrFIrFIr IOR /0 O aox NAILs ON~ O'c') I TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PA~-I. 2, WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS TO BE REDUCED TO 1-6d NAIL PER FOOT, DOUBLED, OR SHALL BE PERMITED SIMPSON H-8 USE W/ONLY 5- 8D TO STUD ONE SILL 4- 8D TO PLATE PLATE IN (EVERY STUD) STUD TO~ SIMPSON ~" ANCHOR BOLT (14") BP-3 PLATE 7" MINIMUM EMBEDMENT (SEE ANCHOR SCHEDULE, ON DWGS A-3,1 AND SIMPSON ~" PHUS-SDSJ 14 SDS ~" X 3" WOOD SCREWS 7" MIN EMBEDMENT FOUNDA~ON PLANS A-J. 1 AND A-3.2 FOR LOCATION) (MINNUM DOUBLE STUD) SIMSON STRONG - TIE 1 1/4" COIL STRAP - 16" O.C, USE 4-8D NAILS @ EACH STUD, FLOOR TO FLOOR CONNECTION SIMPSON STRONG - TIE 1 1/4" COIL STRAP - 16" O.C. USE 4--8D NAILS AT EACH STUB MIN OVERLAP IS 12" WRAP UNDER SILL PLATE MIN. OVERLAP IS 12" SILL PLATE TO RIM JOIST AND RIM JOIST TO STUD CONNECTION STUD TO ROOF RAFTER CONNECllON SIMPSON STRONG-TIE MTS36 OR 1 1/4" COIL STOCK AT EACH ROOF RAFTER USE 8-16D NAILS AT EACH END, 12" MIN OVERLAP PER COMPONENT DOUBLE WALL R'"~'OOF RAFTERS STHD8 TYPICAL FRAMED STRAPPING FOR OPENING EXTERIOR WALL TO FOUNDATION CONNECTION ~e design of this structure Is based upon prescriptive approach using the Wood Frame Construction Manual (WFCM) 2001 SBC published by 1he American Forest and Paper Association. Non- Structural laments are based upon the New York State 'RESIDENTIAL CODE January 2007. For the Climatic and Geogrophlcal Design Criteria, see Table R301,2(1) on sheet no, 1 All non engineered lumber to be Dougloe FIr#2 or better Wind Limitations-Section R301,2,1 Design CrMerlo-SecUon R501,2.1,1, (See Table R301,2.1,2. for Wind-Born Debris Protection Fastening Schedule For Wood Structural Panels) Dead Load-Section R301,4- LIve LaDd-Section R301.5 Light and Ventgation-Section Minimum Room Area-Section R304- Ceiling Height-Section R305 Sanitation-Section R306 Toilet Bath and Shower Space-Section R307 Glazing-Section R308 Garages and Carports-Section R309 Emergency Escape and Rescue Opening-Section R310 Exit-SecUon R311 Landing-Section R311,5,4- Ramps-Section R311.6 Stairway-Section R31h5 Handrail-Section RSl1.§.6 Guards-Section R312 Smoke Alarms-Section R313 Foam plasUc-SecOon R31~ Flame Spread and Smoke-Section RSt6 insulation-Section R316 Dwelling Unit Separatlon-SecDan R317 olsture Vapor Retarders-SecMon R318 ~rotection Against Decay-Section R519 Protection Against Termites-Section R320 Site Address-Section R$21 Accessibility-Section R522 Flood Resistant Construotlon-SecMon R523 Foundatlon-Chopter 4, Design based upon presumptive Iced Meeting wlues of sandy Bravel and or gr~vel at 3000 pounds per square foot, Contractor to consult Arclteot If different soil motedels are found upon excavatlon~ (~r test hole, for alternative footing and foundation wall design, Foundation Notes: 5/8" Ancot Bolts (SSTB-28) See chart on this sheet for spacing 8" poured concrete foundation wall, 8'-0" high, 3000 ~ test Minimum depth-Section 4-03,1,4., 48' minimum coverage to top of footing 16"x8" poured concrete woll footings, 3000~ test 2-1 3/4-"xll 7/8" Mlarolam Girder (or 3 1/2"xll 7/8" Powbr Beam) ~*' poured concrete floor slab with 6x6x#lO mesh and vapor barrier Damp proofing at exterior foundation below grade-SecUon R406 30"xSO"x12" deep poured concrete column footings, 3000~ test CONCRETE TO HAVE 5 TO 7~ AIR-ENTRAINMENT Deck end porch flooBngs as noted, 3000~ test, 48" minimum buried depth Foundation wall to extend a minimum S" ebo~ finished grade All footing to be carded down to undisturbed soil No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel lally columns, Backfill shall not be pieced against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the b~akflli (Section R404,,1,7.) Floors - WFCM Prescriptive Method, Floor Warning shall be nailed In accordance with Table 3,1 WFCM HIGH WINO EDITION, Draftetopping - Section R502,12 Flreblocklng - Section RS02.13, Floor Constructlom 3/~" plywood subfloor, f~sten per Toble 5.1 WFCM, Floor joists: see Foundation and Fioor Plans, spacing as noted, Fasten per Table 3.1 WFCM, 2-2x6 ACQ sill with termite shield and sill seal, Finish floors per agreement, Wallframing and finishing shall be nailed and or screwed In accordance with WFCM, Table 3.1 table 3, SB,eeoMons 3,2.2,1, 3.2,2.2, 3.2.2,3, 3,2,1.7 lx6 fascia, wrap 1/2" plywood sheeting, see fastening schedule, Table 3.1, 5.9 WFCM, 2x4x Studs ~ 16' o,c, with 2x4, shoe and double 2x~ plate 1/2" G~psum wall board 5/S"T2pe X GWB In coreco. (2) Ioysrs j" GWB ot fire partition 1/2" MR GWB In wet areos ;f section R310, Note drilling Dad notching limitations In figure R602.6(1) for bearing wails Dad figure R 602,6(2) for non - bearing walls. Follow exterior corner framing detail figure R602,10,5 Roof aesemblles - WFCM Prescriptive Method (WFCM 3,2.1,1 Toble 3.1/ 5.8) Asphalt strip shingles eholl have minimum of six (6) fasteners per shingle (section EgOS,S) Underlayment application (Section RgO5,2,7,)nallin9 see table .3,8 For roof slopes of two (27 units vertical in twelve (12) units horizontal (17- percent slope), up to four (4) units vertical twelve (127 units horizontal (33 -percent slope ), · aall be two (2) lyers applied in the following manner, Apply A lC-inch (4BE)strip o'I underlo~ment felt la.rs with and starting at the eaves , fastened sufficiently to Starting at the eave, apply 36- inch wide (914- mm( sheets of underlayment, successive sheets 1S Inches (4-83mm), and fstened sufficlenUy to hold in piece, For roof slopes of four (4-) units vertical in reeve (12( units. Ice Protfotmon (Section Rg05.2.7,1) Underlo2rnent In High wind (Section Rg05.2,7.2) F~ashing (Section R905,2,8) Chimney Dad flrespoces - Chapter 10 Energy Efficiency - Chapter 11, see ottached report Meahoniaol - Chapter 12 General Mechanical System - Chapter 13 Heoitng and cooflng equipment - Chopter 14 Exhoust Sustem - Chapter 15 Duct System - Chapter 16 Combustion Air - Chapter 17 Chimneys and Vents - Chapter 18 Plumbing - Part VII Simpson Strong-Tie CS20 I~' COILED STRAP. MIN 12" OVERLAP AT EACH RTZ FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION Simpson S~ong-Tle 2"NINIMUM SIDECOVER Simpson Strong-Tie AB AT EACD POST FOORNG PORCH GENERAL NOTES: I. All works shall be performed In accordance with all state, municipal, local zoning and building codes and ordinances having Jurisdiction and best standards of construction practice. The American Institute of Architects Conditions shaR apply to oll work performed on this project. 2, The Contractor shall verify all conditions at the site. Any discrepancies must be brought to the attenton of the Architect prior to commencement of construction, ~e Contractor shall be responsible for corrections not reported once he has started work except for hidden Job conditions, equipment incorporated in the work will be new, and that ell work of one year form the date of the final Certificate of Occupancy. 4,, ~e Architect shall not be responsible for the construction moons, and/or the building as designed without the expressed written Compensation, eta,) and general liability in an mount not less than $ 5 million and automobile liability Dad damoge coverage not less thon $ 2 million. TIle Architect shall be 6. Provide 0,025" of a meatol shield, other thon alumlnium, o~er fibrous in each bedroom, on all Roots and sholl be oll interconnected per code, 9, All bathroom without operoble windows to be mechanically venUiated designed oir-temperature of 0 degrees F, ond 1S MPH wind, regulation of N.Y.B.F,U. and a N.Y.B.F.U, certificate is to be presented to the Owner at the completion of the job. lB, These drowings and specification are instruments of service and shall remain the property of the Architect whether the project for on any other project except by written outhorizatlon of the Architect. UPLIFT - CONTINUOUS PATH CONNECTORS USE SIMPSON STRONG-TIE CONNECTORS FOLLOW PRODUCT SBLECTION GUIDE AND INSTALLATION MANUAL FOR HIGH VaNO RESISTANT CONSTRUCTION CATALOG C-HW02 ANCHOR BOLTS IN FOUNDA~ON USE: SSTB28 WITH BEARING PLATE, SEE FOUNDATION NOTES FOR SPACING SILL PLATE TO RIM JOIST USE~ LT~4 16~ O,C. AT EXTERIOR PERIMETER AND GARAGE/HOUSE COMMON WALL USE (4)-8d NAILS AT EACH END GARAGE STUD GARAGE SILL PLATE USE: SSP CONNECTOR AT 16" O,C, USE (4)-8d NAILS AT EACH END RIM JOIST TO STUD CONNECTION USE: MTS 36, 16" O,C, USE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: MSTA 36, 16" O.C. USE (4)-8d NAILS AT EACH END RAFTER TO STUD CONNEC~ON USE: MTS 36, EACH ROOF RAFTER USE S 16d NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNECTION USE: -- /Simpson Strong-Tie ../ U21D 2X6 ~ AT EACH RAFTER LL.~ 4-10d x l 1/2" --"Simpson Slron~-lie U210 2X6 AT EACH CEILING JOIST H7 EACH ROOF RAFTER DECK POST TO CONCRETE CONNECTION USE: PBSJ,4-A FOR EACH POST gECK POST TO GIRDER CONNECTION USE! PD44FOR EACH POST GIRDER TO DECK JOIST CONNECTION USE: MTS12 O EACH JOIST PORCH POST TO DECK USE: PS720 (ALIGN WITH JOIST BELOW) PORCH POST TO GIRDER USE: PS720 PORCH ROOF RAFTER TO GIRDER USE: H2,SA AT EACH ROOF RAFTER TYPICAL STU ~ BEARING PLATE -- DOUBLE 2X MIN. FOR HEADER OR BEAM ~ FA4-10d x11/2" Simpson Strong-Tie U21O 2X6 T EACH DECK/PORCH JOIST 4-10d x 1 ~2" PORCH / DECK LEDGER CONNECTIONS ~" THREADED ROD REQUIRED FOR STU CNW NUT EDGE DISTANCE* COLUMN EDGE DISTANCE* *NOTE: SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION CONNECTIONS SHEET NO D-2