Loading...
HomeMy WebLinkAbout37762-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 6/10/2013 CERTIFICATE OF OCCUPANCY No: 36287 Date: 6/10/2013 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ADDITION 1460 Great Peconic Bay Blvd, Laurel, Sec/Block/Lot: 145.-2-14 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/15/2013 pursuant to which Building Permit No. 37762 dated 1/18/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA 6582 DATED 08/16/12. The certificate is issued to McCarthy, Christopher (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37662 04-18-2013 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37762 Permission is hereby granted to: McCarthy, Christopher 1460 Peconic Bay Blvd Laurel, NY 11948 Date: 1/18/2013 To: Additions and alteratioons to an existing single family dwelling (kitchen/dining addition only) as per ZBA Approval At premises located at: 1460 Great Peco_nic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot # 145.-2-14 Pursuant to application dated To expire on 7/20/2014. Fees: 1/1512013 and approved bythe Building Inspector. SiNGLE FAMILY DWELLING - ADDITION OR ALTERATION $307.20 CO - ADDITION TO DWELLING $50.00 Total: $357.20 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 sewemge-dispesal (S-9 form). 3. Approval of electrical installation from Board &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. F°r existing buildings (prior to April 9, 1957) non~conforming uses, or buildings and ,,pre_existing,, land uses: 1. Accurate survey of property showing all properly lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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 bud ng $50.00, Businesses $50.00. 2. Certificate o£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: Old or Pre-existing Building: Location of Property: House No. Street SuffOlk County Tax MapNo I000, Section Subdivision Permit No. ~77/a~~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~/~ ~'.~ (check one) Hamlet Block ~. Filed Map. Date&Permit. /~/~' ~ /?)Applicant: Underwriters Approval: _ (check one) Applicant Signature Final Certificate: cot Lot: Town Hall Annex 54375 Main Road P.O. Box 1179 Southoid, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roqer.richert~,town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Chris McCarthy Address: 1460 Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit #: 37762 Section: 145 Block: 2 Lo~: 1,~ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-e SITE DETAILS Office Use Only Residestial ~ Indoor ~ Basement F~ Service Only~ Commerical Outdoor I st Floor Pool New Renovatioo 2nd Floor H~ Tub Addition Survey Attic Garage INVENTORY Service 3 ph Ho~ Water GFCI Recpt Main Panel NC Co~denser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Respt Disconnect Switches Twist Lock Other Equipment: 1-exhaust fan Ceiling Fixtures ~~[~ HID Fixtures Wall Fixtures I I Smoke De~ectors R~cessed Fixtures CO Detectors Fluorescent Fixture Pumps Emergency Fixtures Time Clccks Exit Fixtures I I TVSS Inspector Signature: Date: April 18 2013 Electdcal_Certificate.xIs 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) REMARKS: [ ] ELECTR~ICAL (FINAL) DATE / / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTION ] FO~U~DATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE~~INAL) REMARKS: ~ DATE ~ INSPECTOR 7?4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [r~ROUGH PLBG. [ ] F~ATIoN-- 2ND [ ] INSULATION [~] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI.CAL (ROUGH) [ I EL.E~CTRICAL (FINAL) REMAR, KS. ~ ~ ~ DATE INSPECTOR_~~/~ / ~s~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE~INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ INSPECTION [ ]~JGH PLBG. [ t~J'INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU~GHJ. [ ] ELECTRICAL (FINAL) REMARKS: ~~ ( TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL(ROUGH) [ ] ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) REMARKS: INSPECTOR'~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ . ] ~IJ~.AT40N [/,~FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ DATE ~ INSPECTOR CHARLES !~. THOMA$~ R.A.~ PLLC 206 LINCOLN STREET RIVERHEAD, NY 11901 (63I) E-MAIL: CDTHOMA$63~AOL. COM April 23, 2013 Building Department Town of Southold Main Road Southold, NY 11971 Re: McCarthy residence/Peconic Bay Boulevard, Mattituck, NY 11952 Dear Sir/Madam: This letter shall certify that the installed R-19 floor insulation and the installed R-13 exterior wall insulation in the addition meet the standard for the NYS Energy Code. Thank you for your attention to this matter. Please contact me with any questions you have. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Snuthold/ Examined ,20 Approved 20__ Disapproved a/c ,~ q~ ,~} ~t 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 Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date ~'7/~/ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. fi 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 auth( ailding for necessary inspections. MAY l G 2012 B[DG DEN. TOWN OF SOLIINOLD ( l~gnature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises Q~(\~,~}h~C [~ )/¥~'(~i C,~t J~C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location oflaad on which proposed work will be done: House Number Street Hamlet ¢ .... County Tax Map No. 1000 Section d//,3 Block c:~ Lot Subdivision Filed Map No. '.' '' ., "~,Lot (Name) - ~' ~ ~ - 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~tl'4~ O-a~O 3. Nature ofwork (check which applicable): New Building Addition/~ Alteration Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If §arage, number of cars (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. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front Rear 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__ NO__ 13. Will lot be re-graded? YES __ NO Will excess fill be removed from premises? YES__ NO__ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No 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 BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: TV O r4-< c/D \-/~*rC t ¢, k C~ ~ O.~(bo~_ being duly sworn, deposes and says that (s)he is the applicant (Name of individual siffuing contract) above named, (S)Heisthe ~.5~3r- / ~ ~-~'-//~ ~ (Contractor, Agen~ 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. Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.neffSouthold/ Examined [l~' ,20 ~ ~ Approved (/}~f ,20 I Disapproved a/c PERMIT NO. '~ -~-~ C~ 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 C°ntact:Mail to: ¢0X~ ~. [~LfX-~.._~ / ~~"'"'N_ · Phone: Expiration ~'~/~ C) ,20 /:"1 ~- f )~"'"'~ / )}~~-7~,~ ~ ~dinglhspector ~;7~~,CATION FOR BUILDING PE~IT ~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink ~d submiRed to the Building Inspector with 3 sets of plus, accurate plot plan to scale. Fee according to schedule. b. Plot pl~ showing location of lot ~d of buildings on premises, relationship to adjoining premises or public s~eets or areas, and wate~ays. c. The work covered by this application may not be commenced before issuance of Building Pe~it. d. Upon approval of this application, ~e Building Inspector will issue a Building Pe~it 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 pan for any purpose what so ever until the Building Inspector issues a Cenificme of Occup~cy. f. Eveu building pe~it shall expire if the work authorized has not commenced within 12 monks after the date of issu~ce or h~ not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the prope~ have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pemit for an addition six months. Thereafter, a new pe~it shall be required. APPLICATION IS HE,BY ~DE to the Building Depa~ment for the issuance of a Building Pemit pursuit to the Building Zone Ordinance of the Town of Southold, Suffolk Count, New York, ~d other applicable Laws, Ordin~ces 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 c~.and regulations, ~d to admit authorized inspectors on premises and in building for necess~ i~pections. ~-~ ~Signature of applicant or nme, ifa co¢oration) (Mailing address of applic~t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises Q_~Z,~.\bTBxo~.%Se. ~ P~e~c t~ MC (As on the tax roll or latest deed) If applicant is a co~oration, signature of duly authorized officer (Name and title of corporate officer) Builders LicenseNo. Plumbers LicenseNo. Electricians License No. Other Trade's License No. Location of land on ~vhich proposed work will I~e doae: A/coo House Number Street County Tax Map No. 1000 Section Subdivision (Name) Ham let Filed Map No. 2. State existing use and occupancy of premises and intende~,use and occupancy of proposed construction: a. Existing use and occupancy ~ /~,,~/~¢~4..~ , b. Intended use and occupancy ///~..f-F~.4:_ ~,ra/~-F~-~ 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 X, 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. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front ~' ' ' ~ - Rear Depth Height. Number of Stories 8. Dimensions of entire new construction: Front o~ O, / Rear. ~ Depth Height Number of Stories ,-~ ~2,_5-,~2.. ~'//g;/~& ~.ff~_.,~_ 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated t~2- 4 12. Does proposed construction violate any zoning law, ordinance or regulation? NO 13. Will lot be re-graded? YES__ NO__ Will excess fill be removed from premises? YES__ 14. Names of Owner of premises ~/~4~(~,?~, ,f'fft,~-~ Address Phone No. Name of Architect ~' Address PhoneNo Name of Contractor Address Phone No. 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,BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO/X( * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF~'~ ~)~-'(~\t,_ t O, C~ ¥4,~¢_~ being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, 'Corporate Officer, etc.) of said owner or owt~ers, 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. Swort~o before me th'ks-- _ ~[~. dayol~ /oB)Q` 20 ~ BETSY A. PERKINS ~~,~te~ ~ 01PE61 ~ Qualltled in Suffolk Count_ ~._. t ~ Expires JuN 18~r,~.~ Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: May 23, 2012 TO: Patricia Moore for Chris McCarthy $1020 Main Rd. Southold, NY 11971 Please take notice that your application dated May 16, 2012 For a permit for an addition to a single family dwelling at Location of property: 1460 Peconic Bay Blvd., Laurel, NY County Tax Map No. 1000 - Section 145 Block 2 Lot 14,15,16 ls returned herewith and disapproved on the following grounds: The construction of an addition on a conforming parcel, is not permitted pursuant to Article IV Section 280-18 which states: "No building or premises shall be ...altered in the Low Density R40 District unless the same conforms to the requirements of the Bulk Schedule & of the Parking Schedule, with the same force and effect as if such regulations were set forth herein in full." Lots located in the R40 District require a front yard setback of 50' The survey indicates proposed front yard setbacks of 20.7' & 45' on this comer lot. Authorized Signature BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 119714)959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Yoangs Avenue) Southold, NY 11971 · - -- :. -http://southoldtown.northfork.net ~-~NG BOARD OF APPEALS itt 17°wN ^lJ6 2 0 765-1809. Fax (631) 765-9064 BLDG DEPL TOe/b; OF ;0~; r: 'F~D~GS, DEL~E~TIONS ~D DETEBBATION MEET~G OF AUGUST 16, 2012 ZBA FILE: 6582 NAME OF APPLICANT: CHRISTOPHER M. and PATRICIA F. McCARTHY PROPERTY LOCATION: 1460 Peconic Bay Blvd. (adj. to Private ROW), Laurel, NY. CTM: 145-2-14, 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 July 17, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION.' The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 56,288 square foot conforming parcel consisting of three lots located in a R-40 zone district. 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., 575.76 feet along the eastern property line, 100.00 feet on Great Peconic Bay and 550.00 feet along the western properly line as shown on the Survey prepared by Nathan Taft Corwin III, L.S. prepared June 4, 2009, last revised June 6, 2012. BASIS OF APPLICATION: Request for Variances from Article IV Code Section 280-18, based on an application for building permit and the Building Inspector's May 23, 2012 Notice of Disapproval concerning proposed construction of an addition to a single family dwelling at, (1) less than the code required front yard setback of 50 feet on this comer lot. RELIEF REQUESTED: The applicant requests variances to construct a 12.5 foot by 11.5 foot addition to the west side of the dwelling with a front yard setback of 20.7 feet from an existing R.O.W. and another front yard setback of 44.9 feet on this comer lot where the code requires a front yard setback of 50 feet. ADDITIONAL INFORMATION: Applicant had a prior application before this Board on February 25, 2010, file number 6352. The request was for additions and alterations to add a second floor of habitable space over an existing attached garage, which maintained a front yard setback of 20.1 feet and an existing side yard of 13.1 feet, the variances requested were granted. FINDINGS OF FACT/REASONS FOR BOARD ACTION: Page 2 of 3 - August 16, 2012 ZBA File#6582 - McCarthy CTM: 1000-145-2-14,15.16 The Zoning Board of Appeals held a public hearing on this application on August 2, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law l~267-b(3)(b)(l). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed first floor expansion is minimal in size and will not be visible from the road or R.O.W. because of mature evergreen screening. 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 pre-existing location of the dwelling along a private right of way, which is considered a front yard, is non-conforming. The applicant is requesting a minimal expansion (approx. I44 sq, ft.) of the kitchen. Any additions to this side of the dwelling would require a variance. 3. Town Law l~267-b(3)(b)(3}. The variance granted herein for the front yard setback of 44.9 feet is not mathematically substantial, representing 10% relief from the code. The variance granted herein for the front yard setback of 20.7 feet is substantial; representing 59% relief from the code However, the dwelling has pre-existing non-conforming setbacks from this private right of way. The proposed addition is on the side of the dwelling located primarily on the private right of way which is accessed by one other property owner. 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. Alt storm water run off will be retained on site per Chapter 236. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law ~267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Dinizio, and duly carried, to GRANT~ the variances as applied for, and shown on the Survey prepared by Nathan Taft Corwin III, L.S. prepared June 4, 2009, last revised June 6, 2012 and the architectural drawings prepared by Charles Thomas, architect dated April 2009, last revised July 2012 as sheets 1 and 2. Any deviation from the survey, site plan and/or architectural drawings cited in this decision wdl result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use. setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de min#nis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3 - August 16, 2012 ZBA File#6582 - McCarthy b~ote of the Board. Ayes: Members Weisman (Chairperson), Goehringer, Dinizio, Schneider, Horning. This Resolution was duly adopted (I -0) Leslie Kanes Weisman, Chairperson Approved for filing '~/]7 /2012 / BLqLDI~G DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECIR[CA~ INSPECTION License No.: '/~//d ,;Z-~-L~ ~ F JOBSITE INFORMATION: (*indicates required information) 1000 Se~ion: Block: Lot: *Cross Street: *Phone No.: Permit No.: Tax.Map District: *BRIEF DESCRIPTION OFf WORK (Please Print Cleady) ' + (Please Circle All That Apply) *Is job ready for inspection: *Do-you need a Temp Certificate: ~)NO ~ YES / NO Rnal Temp Information (If needed} *Service Size: 1 Phase 3phaSe ~New Service: Re-cenneot 100 150 200 300 350 .400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION Additienal Information: 824~equest tot Inspection Fom~ Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) Telephone #: I Fax #: E - Mail: Pro,ecl Parcels: /'~t:~ ,~-~ Tolal A~ea of Land Ciear~qg JJh /'~/ (AnficJVa'ed).. ,~' ~) Start End Will this Project Disturbe five (5) or More Acres at ~ -- Any One Time During the Proposed Development ? Yes If YES: Please Answer the FollowJn~l a. Does the Applicant have a Ouatitied Inspector On ~ ~ Staff To Conduct the I~uired Inspections ? Yes No b. Does the SWPPP Indicate How Fmcluentiy the Site I----1 L----1 Inspections will Occur and fc~ What Period of Time ? Yes No c. DoeslheSWPPPAdequatelyldeflljf,/AIITemporary r~ ~ and/or Permanent Soil Stabalization Measures ? Yes No d. Does the SWPPP Adequately Identify a Complete ~ ~ Project Phasing Plan ? Yes No e. Dces the SWPPP Indicate Additional Site SpedfJc ~ ~ Practices that Will be Utitized to Protect Water Quality ? Yes No Stabilization BMP~, Project Scope and/or Sequence of Comt~uctlon Acidity .... ...... f. Has the Applicant Submitted a Completed DEC Notice ................ by the Town of Southold ? Yes No -----'-- STAqZ OF NEW YORK, ~_.~OUN'IT OF ...~....~..LTP../.. ...................... SS ........ L" .... (Nam~ ~'~;i,'if~'~ ~') .................... g uu~y sworn, deposes and says that he/she is the applicant for Permit, And that he/she is the ..............Z.:. ............ ~ ................. ~, . ~,/~4~.~. ^~ ~i;'~;.';-~i ................................................................ ~,~mer and/or representatwe of the Owner or Owners, an~ 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 axe mae to the best of his know{edge and belief; and that the work will be performed in thc manner set forth in the applicadon fded herewith. Sworn to before me this; ./. : ,yor3 ........................... o. Ppp Asse.~men f FI3RM~."~.~4 :r'-" :::L- ....... No. 01'FE613uouo Qualified in Suffolk County.,, Commission Expires July 18,~:'*~.--~ O T.O.S. "SWPPP" Preparation - Chapter236 Storm Water Pollution Prevention Plan S.¢.T.M.#: .ro , ^~,,. . Review Checklist Checklist 5 Backgroundl~a~onabout~eScome Prm~.~f - ......... ; ~,~,~ ........ Propoaed Changes to ~e Site end NI Existing Development On ~e, e no uOino (he Fol,owJng 8, A Description of the Minimum Erosion & ~A;~t~ pA~ ~;g~t-i ................ ,, ,,--~ ........ - ....................... 16. Names of Potential 8u~ Watem of ~e State of New yom ~dT~i~ ~ 62 ~ : ' ' Im Eacted b~ Developmen[ '~r ~"h ~ ............................................ ~ ~. Delineation of Sto~ Water Control Plan Im-le~t~t~=~[;,~ - ~- ~ - r ...... ~ ..... ; ~ ~ ~ - Re~idnn ~ ........ )~ ) Sub Contm~or(s) R~ponsible for Instarhng, Const~cting, ~__, ~ '~ ...................................... ..... =, nmpm~ng, ~p.pa~ and Maintalnin~ ~e Erosion & S~Jment Control Pm~s. ~ Storm Water Mana~em~ Con[r~= Plan Checklist ~ t = O3-12  DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only: Storm Water Pollution Prevention Plan S.C.T.M.#: PropertyAddress: ~ Review Checklist Checklist # 2 ~000 (Additional Items to be included with Checklist # 1 when Article I1[ is tdgered,) REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: ; ; i i Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) ~ YES, NO ~ N.A, ~ Explanation for NO or N~. Must be Approved by SMO 1. Do_es_~_e~p_la_n_l_~d_l_ca_te__a~_dj~t~S..h. owallltems Required~b~ "Checkls #1" in this Packe q ~,~I~ ~ Location(pg.#) .. n Indicate and/or Show a Description of Each Post-Construction Stormwater , ~ , ~ .................................................. r~ana, gement Practice ? 3. Does the Site P an/Construct on Drawing(s) Indicate and/or ~llo~v ~ [~o~ii0~ & Si;~e of ' ' ............................................. ~a.~_h ?ps_t_-C_o_n_S_tr~_ _cfi_on Storrnwatar Uanasement Practice ? :1 4. FDoOre~ltih~e~S R.e pI.an_/Constrdctlon Drawing(s) indicate and/or Show Hydrologic & Hydra u~lc Analysis: r__.~: r__~ ,, r___~: ; ... - ~ .-~ _m~=.c._~_m__l_L;_o_m_p_on_e.n_ts~9 f ..th~ S_t? _r~_ _wa~ta_r.H~na B e m ent S~t em fo r A~pl ca bio St o~ s~ ~ o. ~es~me``ii~e"~an~C~nstructi~nDraw~ng(~)~ndicat~&r~-r(~;~c~e-~r~a;1~-~:[i5~t:' '~l ~ ~x-el..°.~° ~-e -nt~S_t °_ _r?_w_ato_r _R_~n_off_ ~i~ ~ ~ ~[~!~ pm ant Conditio n s ? ? h? h? h ~. [Joes me Site Plan/Construction Drawlng(s Indicate and/or ~'h'~v-A~l-D r~c~ i~ia ~} ~ i Specifications & Installation Detatis for Each Post-Construction Stormwatar Practice ~ ~ 7. Does the Site Plan/Construction Drawing(s) Indicate a Maintenanc~'~le"tS~i~c~ ~ I the Constractor($) to Ensure Continuous & Effective Operation of Each Post-Construction ~ ,L__h I 8. Does the Site Pla:~(.~onstructlon Drawing(s) Indicate and/or Show Mainte~"~e ~:~S~r:n~t~ i0 ; Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection and Repair ? i Agreement[s7 that are Binding on All Subsequent Landowners ? , I h [ h l h 10. F_or A~A.ctlvl~es meeting the Threshold in 236-19 e 1)-t~v-P~"~ '~ ~r~md*&~ ~ig~ed -: ..... _W_h_o_S_h_a~ _C_e _rt~y_t h_a_tt, h e Da.s~n M e ets the Req_~ire m ants o f Ch.a_pte r 236 ~ 11. D~esth~an~nd~cat~d-/~r~-n~i~y-A-~F~5~nti~-~-~;~r~cl~-n-w-hTc-h-~a-~-a~&~e~--~ , , ~. ....................................... Qua t¥ of Storrnwatar D scharges ? ~[ I'[~'1 ~ 12. Ooes the Plan Provide Documentation Supporting ~e Determination of Approval with Regar~ *l ~I~ I-- ~ .... .... _to_ _H~L~c- _pLa_c_es_ _or_ _A:-~_ _e_o Loai~j _R_e_s o_ u_r c_ e_s_t h_ a_t _1 n_~_u_d_e s_ t_h_e .F_ol[_o_w_i n_~.' ..... , I i, a. thfarm~tion whether the stormwatar discharge or land pevelc~ment activities w~l~-~ - - ~ I I ~ ....................................... an effect on a property that is listed or eligible for listing or eligible for listing on the ~1 ...... S_ ~ ta_o_r _N_a_fl o_n_a_l _R_e gts_t_e r_o_f .H_is_todc Pla. _c~sj .... bi The Resulta of Htstadc Resources Screenip. g_D. etsrminations that have been ConductedL ~ ~"--'~ ~ ~---~ ~ f---], c. Description of Measures Necessary to Avoid or Mlci~i~e-~v~s~rTn~c~s-~n-~ ~'e~-LTs ~- ~ ..... ', =~ F ....................................... or Eligible for LJstlno onthe Stataor NationalRe JsterofHi . .................. [. ................. ~ ..... I_i~o_n_c _Pl_a_c e s; and d. Where Adverse Effects May Occur, Any Written Agreements In Place ~/i~h-t~ ~'~ dffi~c'~- ~ of Parks, RecreaUon and Historic Places (OPRHP) or other Governmental Agency to ~ ~ ~ ' Mitigate Those Effects. ~ ~ H draullc Soil Grou ' I',l I: 14. Id entiflcation of Any Elements of the Deslg n ih-~t ~:'e-n~'i~ ~f~;n~ ~-vi~ ~'h~ .......... ~ ....................................... of the Equivalency With tachnlca[ Standards , 15. A Hydrologic and Hydraulic Analysis for Ati Structural Components of the ............... : ' , r- .......................................... .__ Stormwatar Man.e~ement Control .System. 16 A Detailed Summary, with Calculations, of the Sizing Cdteda that was Used e Design ~.._~ Ail Poet-Construction Stormwater Man.a.~emen Practices u 17 An Operations and Maintenance Plan that Includes Inspection and Maintenance , , , Schedules and Action to Ensure Continuous and Effective Operation of Each Post-Consb'uctlon Storm Water management practice. ! ~ Storm Water Ma~&~ement Control Plan Checklist # 2: 03-12 ® SURVEY OF PROPERTY SITUATE LAUREL TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S,C. TAX No. 1000-14.5-02-14 S.C. TAX No. 1000-145-02-15 S.C. TAX No. 1000-145-02-16 SCALE 1"=30' JUNE 4, 2009 JULY 15, 2009 ADDED 2nd STORY ADDITION MAY 7, 2012 ADD PROPOSED ADDmON JUNE 6, 2D12 ADDED PROPOSED BILCO DOOR CERTIFIED TO; CHRISTOPHER M. McCARTHY PATRICIA F. McCARTHY o©.00 AREA DATA S.C. TAX No, 16,288 sq. ff. 1000-145-02-14 0.57~- ac. S.C. TAX No. 20,000 sq. ff. 1000-1~-5-02-15 0.459 $.C. TAX No. 20.000 sq. 1000-145-02-16 0.459 ac. TOTAL 56,288 sq. fi. 1.292 ~:c. N Y,S, Lic. No, 50467 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (831)727 1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. bb' O9 S 0 0 SURVEY OF PROPERTY SITUATE 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'=30' JUNE 4, 2009 JULY 15, 200g ADDED 2nd STORY ADDITION MAY 7, 2012 ADD PROPOSED ADDITION dUNE 0, 2012 ADDED PROPOSED BILOO DOOR AREA DATA S,C. TAX No, 16,2B8 sq. ft. 1000-145-02-14 0,374 S,C. TAX No, 20,000 sq. ff. 1000-145-02-15 0,459 S,C. TAX No, 20,000 sq. f1. 1000-145-02-16 0,459 TOTAL 56,288 sq, ft. 1,292 ac. NYS L~c No 50467 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (651)727-1727 CERTIFIED TO: CHRISTOPHER M. McCARTHY PATRICIA F. McCARTHY FF~co ~ .00 2 ~/8 ~ tJ^TCH ~INDOW DETAILS MATCH EXIST, RIGHT SIDE ELEVATION SCALE', 1/4" = 1'-0" FRONT ELEVATION SCALE: 1/'~" = 1'-0' OVER ' CAL ROOF CONSTRUCTION ROOF FELT ON 1/2" CDX PLM~OO0 SHE^~lflNG. 2"X8" ROOF RAFTERS 0 16" O,C. TYPI CONSTRUCTION CEILING JOISTS 0 16~ O,C, FINISH 2"x6" CCA SILL PLATE TERMITE 1/2' DIA. ANCHOR BOLTS ~ 52" 0,0, NYS CODE MATCH EXIST, 10" RI TYPICAL ROOF CONS A~HALT SHINGLE ROORNG OVER 15~ ROOF FELT ON 1/2" CDX 2"XlO" ROOF RAFTERS · 16" O,C, TYPICAL CEILING 2" X 10" CEILING JOISTS · 16" W/R-SD BATr, INSULA~ON l lYVEK HOUSE WRAP ." WO. STUDS TYPICAL FLOOR CONSTRUCTI TJI FLOOR doiS'B 0 16'0.¢, # W/5/4 PLY~90D SUBFLOOR W/~IN. R-25 BATT. SHEA]HING, )NSTRUCTION 8" POURED CONCRETE FOUNDATION WALL ON A POURED YCONC~ETE FOOTING LIQUID MEMBRANE WATERPROOFING FOO~NG (TYP) 8*-7" PLATS HEIGHT T.O. FIRST FLOOR ~DING B'-7" PLATE HEIGHT LM o>- OI ° SHEET NO 1 THESE DRAWINGS AND ACCOMPANYING SPEQFICARONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBL[CA~ON SHALL BE RESTRICTED TO THE ORIGINAL SIE FOR WHICH ~EY WERE PREPARED. REUSE, ~EPRODUCqqDN OR RUBLICA~ON DY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRIT~N PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN ~a~N THE AROHITECT, WSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FADE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC~ONS, II II IF JI [I II II UNE Dr I I ~-- WALLS I L~ ITYP"C^L) II DRAIN TO DRYWELL ANCHOR AND BOND TO EXIS~NG > .12_ ADDITION 90BO O.H. DOOR' 2-14" ML HEADER EXISTING BATH EXISTING F A M I L ¥ EXISTING PROPOSED CELLAR ENHANCE R 0 0 M D I N I N (~ POURED CONO (~ ROOM DN, PANTRy EXISTING ADDISON Ii G ^ R G E l[ll - II 9080 O.H, DOOR EXISTING FIREPLACE EXISTING LIVING ROOM FOYER LU 8>- Z Z 0 Z 0 FOUNDATION PLAN FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" =,1'-0" 0 THESE DRAWINGS AND ACCOMPANYING SPEOJFJCATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCRI~CT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR W~ICH ~EY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICADON BY ANY ME~OD, IN Y~HOLE OR iN PART, IS PROHrBITEG EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TI~.E TO THESE PLANS SHALL REMAIN WITH THE ARCHiTECT, VISUAL CONTACT W]TH THEM SHALL CONSTITUTE PRIMA FACE EVIDERCE OF ACCEPTANCE OF DHESE RESTRICDONS, SHEET 2 NO. APPROVED AS NOTED 2.- IIUIlFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FORTHE FOLLOWING iNSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURER CONCRETE 2, ROUGH - FRAMING & PLUMBING 3 INSUt. AT]ON ,L FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCEED WiTH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED, RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 2.36 OF THE TOWN CODE. COMPLY W, ITH ALL CODES OF NEW YORK STATE & TOWN CODI AS REQUIRED AND CONDITIONS, _7¢~_¢'~',2- SOUTHOLD TOWN ZBA ____~/ ...... N.Y.S. DEC 2 3/8 ~ MATCH NEW FASCIA DETAILS TO EXlS~ING FASCIA V~NDOW DETAILS MATCH ~IST, RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" OCCUPANCYOR USEIS UNLAWFUL W!THOUTCERTIFICATE OFOCCUPANCY ELECTRICAL 8'-7" PLATE 'HEIGHT MATCH EXIST. VaNOOW O£TNLS T.O. FIRST ~OOR ADDR1ON FRONT ELEVATION TYPICAL ROOF CONS OVER 15# ROOF FELT ON I/2' COX F SHEX]HING. 2"XlO" ROOF RAP'IF. RS ~ 16" O,C, =~ )NSTRUCTION CAL ROOF CONSTRUCTION iROOF FELT ON 1/2" COX PLYWOOD SHEA~ING. 2"X8" ROO~ RAPIERS ~ 16" O.C. CONSTRUCTION SCA SILL PLATE TERMITE MATCH EXIST', FINISHED FLOOR ~rl'~ AI~'A~A~__~'~ OOD ~H~ lING ON IHSOLAT I'fVEK HOUSE WRAP ' TYPICAL FLOOR CONSTRUC'I /8 TJI FLOOR ,JOISTS · 16"0.0, W/3/4" PLYV~00 SUBFLOOR W./~IN. R-25 8ATT. IN 8" POURED CONCRETE FOUNDATION A CONCRETE FOO~NG LIQUID MEMBRANE WATERPROOFING OVER FOO~NG (TYP) COX B'-7" PLATE HEIGHT U.I SHEET NO THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBUCA~ON SHALL BE RESTRICTED TO ~E ORIGINAL SI~ FOR WHICH ~EY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICARON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM file ARCHITECT, TI~-E TO THESE pLANS SHALL REMAIN WITH TIRE ARCHiTECT, VISUAL CONTACT WiTH ?REM SNALI CONSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS I [///- (~'~OA~-I q II II II ___~L ~j DRAIN TO ANCHOR AND BOND TO EXIS~NG (TYPICAL) 8# / 3068 FOUNDA~ON EXISTING EXISTING BATH EXISTING GARAGE EXISTING 9080 O,H, DOOR g A M I L Y A EXISTING L) SUN 2-14" ML HEADER R 0 0 M (~ R 0 0 M ON, CLOSET/ STORAGE PANTRY EXISTING REC. ROOM EXISTING KITCHEN WALL UP gOBO O.H, DOOR EXISTING FIREPLACE EXISTING LIVING ROOM PROPOSED CELLAR ENTRANCE POURED CONC dh 2-12" ML HDR PROPOSED J ADDITION - 13z- SF J UJ FOYER SCALE, 4' = 1'-0" SHEET , NO. 2 THESE DRAWINSS AND ACCOMPANYINC SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPER~ OF THE ARCHITECT AND THEIR USE AND PUBUCADON SHALL BE RESTRICTED TO THE ORIGINAL SIE FOR W~IDM THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICA~ON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BT WRITTEN PERMISSION FROM EHE ARCHITECT, TI~-E TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT, ViSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC~ONS. RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS CORNER AND PARTITION POSTS TOP PLATE BOTTOM PLATE TOP PLATE BAND JOIST OR BLOCKING SILL PLATE SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3,3,1.1.1 o$ JOIST OR BLOCKING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS t t FOR BLOCKING BRIDGING SEE WFCM SECTION 3EARING TTOM PLATE JOIST 5 IN. MIN, JOIST CRAWL SPACE OR BASEMENT FOUNDATION PLATFORM FRAMING INTERMEDIATE BEARING WALL TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION .3.4.1,1.1 JOIST ENDS TO BE BLOCKED AGAINST ATION IN ACCORDANCE WITH WFCM 3.3.1,S-END RESTRAINT AND 3.3.1,4 BRIDGING --1 IN.x¢ IN. RIBBON CUT INTO STUD - FOR FIRE BLOCKING MONOLITHIC SLAB-ON-GRADE FOUNDATION BALLOON FRAMING TYPICAL WALL, FLOOR & ROOF FRAMING WIND-BORNE DEBRIS PROTEC110N FASTENING SCHEDULE FOR WOOD Sl~UCTURAL PANELS FASTENER SPACING FASTENER 2 FEET 4 FEET 6 FEET PANEL SPAN ,< PANEL SPAN k< PANEL SPAN ~: PANEL SPAN TYPE ~: 2 FEET ¢ 4 FEET k< 6 FEET ~C 8 FEET 2 1/2" ~6 16" 16" 12" 9" WOOD SCREWS 2 1/2' ~8 16" 16" 16" 12" WOOD SCREWS D, THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A .3.3 FOOT MEAN ROOF HEIGHT. b, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL, c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS, d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) EXTERIOR WALL S'BAPPING SCHEDULE AREA HOLDDOWN USED / LENGTH NUMBER OF OAPACllY OF HOLDDO /NS NOTES NAILS RIDGE SIMPSON CS-2D-40 INCHES M/N, S-Sd PER BAFER 602 LB RAFIER TO RAF1ER NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCl (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10-99) TABLE 305 FI FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE ,~.2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MtN. NAIL PENETRATION INTO FRAMING IS ACHIEVED, iNSTALL THROUGH REST FLOOR SHOE, 16d NAIL AT 24" O.C, IAd NAIL AT 6" O.C LL PANEL EDGES/ (40UTSH:~ IAd NAIL AT 6" O,C LL PANEL EDGESI 1Ed NAIL AT 24" (bi INSIDE CORNER EXTERIOR CORNER TOP PLATE FRAMING TO ACCOMADATE GYPSM BOARD tNSTALLED3NTABLEWFRM ACCORDANCE WITH DETAIL ACCORDANCE WITH DETAIL ROOF RAFTER 20 GA. STRAP- 4 WIDE MIN. W/(8) 8d NAILS EACH SIDE .WOOD STRUCTURAL PANEL IN ACCORDANCE -WITH WFCM TABLE ,3,1 8d NAIL AT 12" O.O. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES BOARD INSTALLED IN WFCM TABLE 5.1 PIPING - R602.7.2 TOP PLATES WOOD STRUCTURAL PANEL INSTALLED iN ACCORDANCE WITH WFCM TABLE 3.1 8d NAIL AT 6" O.C, ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12 O.C, ON ALL FRAMING MEMBERS NOT AT PANEL EDGES CORNER FRAMING SECTION A-A BLOCKING BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR MIN. TO EDGE (PNDS) {PHDS) DONNEDED TO TRANSFER ~E~ FLOOR TO CONNECTION HOLD DOWN BRACKETS AT SMEAR WALL CORNERS, WINDOW AND DOOR OPENINGS: (FLOOR TO FLOOR & FLOOR TO ENDWALL CONNEC]~D TO BLOCKING WFCM 2001 SEC HIGH WIND EDITION SECTION ,3.4.3.1.1 FIGURE 3.3B NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR BEARING AND INTERIOR NON-BEARING WALLS: R602.6 (1) &: (2) FLOOR BRACING AT END 'BAYS (WFOM FIGURE 3.7b) TABLE R 501,7 ALLOWABLE ~FLEC~ON OF S~RUCRURAL MEMBERS STUCTURAL MEMBER ALLOWABLE DEFLECTION RAF1ERS W/DREA1ER L/180 SLOPES THAN f~ W~O DNISHED GEIUNG ATTARHEO TO RAF]~RS INTERIOR WALLS AND H/la0 PARIlTIONR FLODRS AND PLASiERED L/360 CEILINGS ALL DWIER STRUCTURAL L/24D MENESERB ENT, WALLS W/PLASTER OR H/S60 STUCCO FINISHE ~llN FLEXIBLE(o) FINISHES TOP PLATES BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN, TO EDGE NOTES', L= SPAN LENGTH, H = SPAN HEIGHT TABLE R ~01.2.2.2.1 NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT HALL BRACING ADJUSll~ENT FACTORS BY ROOF ~OVERING DEAD LOAD ROOF/CEILING ROOF/CEILING DEAD LOAD DEAD LOAD ~VALL SUPPORTING 15 psf or less25 psf ROOF ONLY I,O 1.2 ROOF PLUS ONE STORY ED I,I FOR SI: 1 POUND PER SQUARE FOOT D,49 kN/M(2) a, LINEAR INTERPOLATION SHALL BE PERMITTED TOP PLATE ' ~ cONk HF^DFR R A HEADER STUDS FULL L ~ WA %N Up, co qEC R SEE STUD TO RAFTER STUD TO STUD DETAIL JIRED LENGTH STUDS NO1E: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS FOUNDATION; WFCM FIGURE 3.7a & 4,7b) ~~~~~ ~ ~rOE OF FOOTING BUT NEED 40T ~,,,,.,.~'2~ V''¢' H/~ BUT NEEDNOTI ED 15 FT.m~~ EXOEED 40 F% MAI FLOoRFOUNDATION CLEARANCE FROM SLOPES NO CDUNO DIAPHRAGM REQUIRED GABLE 8d NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES GYPSUM BOARD NAIL AT 24" O,C, 5/8" MIN, TO EDGE IF HOLE IS BETWEEN 40% AND 60% OF STUB DEPTH. THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED WFCM 2001SEC HIGH WIND EDITION SECTION 3.4.2.1.1 FIGURE 3.3 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS 2x4 CONTINUOUS BRACE AT 6' O,C, NAILS OR CEILING JOIST GABLE END TRUSS __ 5d COOLER NAILS AT 10" O,C, 2'x¢" BLOCK NAILED TO EACH BRACE WITH 4--10d NAILS GYPSUM BOARD 5d COOLER NAILS AT 7" O.C, 20 GAUGE STRAP lO-8d NAILS- NAILS 8d NAIL AT 4" O,C. 12" MAX, ~ BASED ON SHEAR WALL REQUIREMENTS ENDWALL STUDS- CEILING BRACING GABLE ENDWALL (WFCM FIGURE 3,,7a) PROVIDE RAFTER TO RIDGE TENSION STRAP SHEATHINGFER 2x BLOCKINGjoiNTRIDGE HANGERS IF USE 8-8d COMMON NIAttI. S ON RAFTER TAILS ARE NOT .JflFEACH END OF 1-1/4 15/52 WOOD STRUCTURAL PANELS STRAPPED TO TOP / 20 GAUGE STRAP - O~N, GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW MA, ED ON SHEARWALL REQUIREMENTS ENDWALL, BALLOON FRAMING PREFERRED METHOD RIDGE BEAM / TABLE R501.5 NOTES RIDGE TENSION STRAP DETAIL FOR SI: 1 POUND PER SF= 0.0479 kN/M(2). 1 POUND = ¢,45N. ~, ELEVATED GARAGE FLOORS SHALL BE CAPABLE DF SUPPORTING A 2~00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA, b, APPPLIED TO ATDC SPACES MEETING THE REQUIREMENTS IN 8d NAIL AT 6" O.C, (ALL PANEL EDGES) SECITRON RED2,4,1 FOR CONVENTIONAL CEILING JOISTS AND SECTION RB02.10,7 FOR TRUSSES, ATTICS WITHOUT STORAGE ARE T A B L E R301.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) LIVE LOAD. U SE ~11 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 50 STAIRS 4-0 GUARDRAILS AND HANDRAILS 200 STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN ~2 INCHES. OR WHERE THERE ARE NOT TWO (TABLE ~.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION NAILING SCHEDULE CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 WCFM HIGH WIND EDITION) FEET WIDE, OB GREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS, FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT FA~ OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS, c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG 6" O C fALL CONCENTRATED LOAD ACTING OVER AN AREA OF A SQUARE ,-° s on Stroh~a--~'ii e SIZE PER MOSTRECENT PAN~:L' ' INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, ~ d, A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT A55-Chimney Framing TABLE R301 2 2 2 1 LOGES) ANY POINT ALONG THE TOP · · · * e. SEE SECTION R502,2, FOR DECKS ATTACHED TO EXTERIOR WALLS, ROOF RAFTER / RIDGE DETAIL DEAD LOADS WOOD STRUCTUR E GUARBIN-FILLCQMPONENTG(ALLTHOSEEXCEPTTHE PANEL INSTALLED HANDRAIL) . BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ACCORDANCE TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 5D NAILING NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAM NEED ROOF CEILING ROOF CEILING DEAD LOAD DEAD LOAD WALL SUPPORDNG 15 PSF OR LESS 25 PSF OR LESS ROOF ONLY 1.O 1.2 ROOF PLUS ONE STORY 1,O 1.1 SCALE: N,T.S, (TABLE 5.1, WCFM 200 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE HIGH WIND EDITION LOAD REQUIREMENT, g. APPLIES TO ATTICS SPACES NOT MEETING THE REQUREMENTS FOR STORAGE PER FOOTNOTE b, SEE SECTION RBO2,A,2 FOR 8d NAIL AT 6" O.C. CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBER~, TRUSSES, FOR' ATTICS WiTH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AN[ (B~ INSIDE CORNER DETAIL WITH TRUSSES, THiS LIVE LOAM NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS'TAHN TWO 12" O.C, ON i ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION FRAMING MEMBERS NO1 CONTAINING A RECTANGLE 42 LNCHES (1067mm) HIGH OR GREATER AT PANEL EDGE,~ BY 2 FEET (610 mm) WIDE QB GREATER. LDCATEB WITHIN THE SimpStFong Tie PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE son -- TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS H D U MET, EXTERIOR CORNER FRAMING 1 THE ATTIC AREA IS ACCEB$IBLE GY A PULL - DOWN STAIRWAY CORNER BRACING DETAIL OR FRAMEDOPENINGINACOORDANCEWITHeECTIONBOT.,:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12, h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPEOIFIED FOR SLEEPING ROOMS. 8W 5Q SHEET NO D-1 TOP PLATE BOTTOM PLATE TOP PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLINO AND NOTCHING PROVISIONS WFCM SECTION 3,5.1,1,1 t ,¢ JOIST OR BLOCKING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS BRIDGING SEE WFCM SECTION TOP PLATE- DDLUNG AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3,4.1,1.1 JOIST ENDS TO BE BLOCKED AGAINST IN ACCORDANCE WITH WFCM 3.3,1,3-END RESTRAINT AND 3.3.1,¢ BRIDGING BAND JOIST OR BLOCKING SILL PLATE ]OTTOM PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION PLATFORM FRAMING JOIST 3 IN. MIN. INTERMEDIATE BEARING WALL MONOLITHIC SLAB-ON-GRADE FOUNDATION BALLOON FRAMING TYPICAL ~ND-BORNE WALL, FLOOR & ROOF FRAMING DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING FASTENER 2 FEET ¢ FEET 5 FEET TYPE PANEL SPAN ,< PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN ¢ 2 FEET ~ 4 FEET ¢ 6 FEET ¢ 8 FEET 2 1/2" ~6 16" 16" 12" 9" WOOD SCREWS 2 1/2" ~8 16" 16" 16" 12" WOOD SCREWS IN.x4 IN. RIBBON STUD - FOR FIRE BLOCKING G. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATiON-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 iNCH (11.1 m) 'EXTERIOR WALL S~APPING SCHEDULE AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACIIY OF HOLDDO /NS NOTES NAILS RIDGE SIMPSON CS-20-4D INCHES MIN B-Sd PER RAFER 602 LB RAEIER TO RAFTER NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTQ 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE B.2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN, NAIL PENETRATION INTO FRAMING IS ACHIEVED, INSTALL THROUGH FIRST FLOOR SHOE, ROOF RAFTER 16d NAIL AT 24" 0,0, TOP PLATE FRAMING TO ACCOMADATE ~Ad NAIL AT 6" O.C LL PANEL EOGESl (o) IAd NAIL AT 6" O,C LL PANEL EDGESI CORNER AND PARTITION POSTS CORNER PIPING -' R602.7.2 TOP PLATES ' MIN, TO EDGE GYPSM BOARD iNSTALEEBqNTABLEWFeM 5.1 ACCORDANCE WITH DETAIL ACCORDANCE WITH 16d NAIL AT 24" WOOD STRUCTURAL PANEL IN ACCORDANCE -WITH WFCM TABLE 3,1 Bd NAIL AT 12" O,C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES BOARD INSTALLED IN WFCM TABLE 5.1 BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR TABLE 301.7 (bi INSIDE CORNER DETAIL EXTERIOR 'WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH WFCM TABLE 3.1 --8d NAIL AT 6" O.C. ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12 O.O, ON ALL FRAMING MEMBERS NOT AT PANEL EDGES CORNER FRAMING SECTION A-A BLOCKING WFCM 2001 SBC HIGH WIND EDITION SECTION 3.4.3.1.1 FIGURE 5.5B NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR BEARING AND INTERIOR NON-BEARING WALLS: R602.6 (.1) & (2) ALLOWABLE DEFLECllON OF SIRUCRURAL MEMBERS STUCTURAL MEMBER ALLOWABLE DEFLECTION RAF~RS W/ONEAleR L/lBO SLOPES THAN ~ w/No HNISHED CEIUNG ATTACHED TO RAFl[RS INTERIOR WALLS AND H/lB0 PARTITIONS FLOORS AND PLASTERED ' L/~SO CEIUNOS ALL OTHER STRUCTURAL L/24S ~Ttl RRITILE(b) FINISHES TOP PLATES BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN, TO EDGE NOTES', L= SPAN LENGTH H = SPAN HEIGHT TABLE R ~01.2.2,2.1 WALL BRACING AD&JSTMENT FACTORS BY ROOF COVE]~ING DEAD LOAD ROOF/CEILING ROOF/CEILING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 p~f cc I.~u 25 pst ROOF ONLY I,O 1.2 ROOE PLUS ONE STORY 1,0 1,1 FOR SC 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o, LINEAR INTERPOLATION SHALL GE PERMITTED ENDWALL~ A BRACKETS AT SHEAR FLOOR TO CONNECTION HOLD DOWN 'WALL CORNERS, NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CRO~S SECTION OF CUT OR WINDOW AND DOOR OPENINGS: 20 GA. STRAP- (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 1~" WIDE MIN. 3.70 & 4.7b) W/(8) 8d NAILS EACH SIDE HOTE: SIMILAR 20NNECTION AT :OUNDATION. 5/8" MIN. TO EDGE IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED WFCM 2001 SBC HIGH WIND EDITION SECTION 5M,2.1.1 FIGURE 5.5 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS 2x4 CONTINUOUS BRACE AT 6' O,C, -- 2-10d NAILS BLOCKING FLOOR BRACING AT END BAYS (WFCM FIGURE 5.7b) BUT NEED I EXC 5D 15 FT. FLOoRcOUNDATION K KUUh PKAMINU h LJUU DLE ' -"1 T P,C uONN HFAFIFR F :QU A HEADER STUDS FULL ~ WA ~ up~ ;J TOP PLATE SEE STUD TO RAFTER OR STUD TO STUD DETAIL NECTORS UIRED LENGTH STUDS UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CO,NNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRLPPLES TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS ~.~ACE OF FOOTING ~T ~ H ) ~ V/~'" H/~ BUT NEEDNOTI ~X,~,...,""""~ "~' EXCEED 40 FT. MAt CLEARANCE FROM SLOPES Bd NAIL AT ~2" O.C, ON ALL FRAMING MEMBERS NOT AT PANEL EDGES ' GYPSUM BOARD NO CEILING DIAPHRAGM REQUIRED SIDE WALL -16d NAIL AT 24" O,C, GABLE 8d NAIL AT 6" O.C, (ALL PANEL EDGES) OOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE (TABLE 5.1, OR CEILING JOIST GABLE END TRUSS __ 5d COOLER NAILS AT 10" OJ 2"x4" BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS GYPSUM BOARD 5d COOLER NAILS AT 7" O,C, 20 GAUGE STRAP 1O-8d NAILS 8d NAIL AT 4" O.C, 12" MAX. I BASED ON SHEAR WALL REQUIREMENTS ENDWALL STUDS -- I CEILING BRACING GABLE ENDWALL ! (WFCM FIGURE 3.7a) PROVIDE RAFTER TO RIDGE TENSION STRAP ;ENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON ON SHEATHING JOINT RAFTER TAILS ARE NOT ~AFEACH END OF 15, 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP / 20 GAUGE STRAP ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW ~ BASED ON SHEARWALL REQUIREMENTS ~. ~ ~ ENDWALL, BALLOON FRAMING PREFERS? METHOD RIDGE BEAM / TA,,,BLE R501.5 NOTES RIDGE TENSION STRAP DETAIL FOR SI. 1 POUND PER SF= 0.0479 kN/M(B), 1 POUND = 4.45N. ~. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA, b, APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN SEClTRON R80~2,4,1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802,10,7 FOR TRUSSES, ATTICS WlTHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWIO OR MORE ADJACENT TRUSSES ~TH THE SAME WEB CCNFIDURATIO~ OAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 WCFM HIGH WIND EDITION) FEET ~OE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS, FOR ATTICS ~TNOUT STORAGE, THIS LIVE LOAD NEED NOT (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WI~ ANY OTHER LIVE LOAM REQUIREMENTS, c. iNDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG HDU 6" O,C, (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF ~ SQUARE SIZE PER MOST RECEN  INCHES, WHICHEVER PRODUCES THE OREATER STRESSES, p so nSro n g- Tie PANEL d, A SINGLE CONCENTRATED LOAD APPLIED IN ANY OIREC~ON AT TABLE IRSO1 2 2 2 1 EOGEB>ANY POINTALONO THE TOP e ~/ -- e, SEE SECTION R502,2, FOR DESKS ATTACHED TO EXTERIOR rom A35- Chiron- in g ' ' ' * WOOD STRUCTUR WALLS,f, GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ROOF RAFTER / RIDGE DETAIL DEAD LOADS PANEL INSTALLED .ANDRAIL),BALUSTENSANOPANELFILLERSHALLBEDESIDNED , ACCORDANCE TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 NAILING NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED) SCALE: N.T,S. (TABLE 3.1, WCFM 200' ~ 24" O,C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. HIGH WIND EDITION ~ g, APPLIES TO ATTICS SPACES NOT MEETING THE REQUREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECTION RB02,4,2 FOR 8d NAtL AT 6" O.C. CONVENTIONAL CEILING JOISTS AND SECTION RD02,10,6 FOR TRUSSES, FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED ~TH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WiTH THE SAME WEB CONFIGURATION CONTAINING A RECTANOLE 42 INCHES (10§Tmm) HIGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS, THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOW~NO CNITERIA IS MET: 1, THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY( OR FRAMED OPENING IN ACCORDANCE WITH sECTION BO7.1',AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS, CORNER SCALE: Simpson StFong-Tie HDU BRACING DETAIL N.T.S. ROOF CEILING ROOF CE)LING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS ROOF ONLY 1,0 1,2 ROOF PLUS ONE ~TDRY 1.0 1,1 ALL FRAMING MEMBER5 AT PANEL EDGES AN[ (El) INSIDE CORNER DETAIL 12" O.C. ON FRAMING MEMBERS AT PANEL EXTERIOR CORNER FRAMING T A B L E R501.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE .LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAOE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 50 STAIRS 40 GUARDRAILS AND HANDRAILS 200 SHEET NO.