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gOFpQtK Town of Southold Annex 6/10/2013 P.O.Box 1179 54375 Main Road vy �-V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36287 Date: 6/10/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1460 Great Peconic Bay Blvd, Laurel, SCTM#: 473889 Sec/Block/Lot: 145.-2-14 Subdivision: 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. 37662 04-18-2013 PLUMBERS CERTIFICATION DATED i Auth Si ture " TOWN OF SOUTHOLD �SOFFo�,�co�yY BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • 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 Date: 1/18/2013 Permission is hereby granted to: McCarthy, Christopher 1460 Peconic Bay Blvd Laurel, NY 11948 To: Additions and alteratioons to an existing single family dwelling (kitchen/dining addition only) as per ZBA Approval At premises located at: 1460 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 145.-2-14 Pursuant to application dated 1/15/2013 and approved by the Building Inspector. To expire on 7/20/2014. Fees: 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: l. 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 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 building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 6, n2 _z House No. Street Hamlet Owner or Owners of Property: A0--CCc Suffolk County Tax Map No 1000,Section dr �� Block Lot l(o Subdivision r7 / Filed Map. Lot: Permit No. ( �(t� Date of Permit. tj )Applicant: Health Dept.Approval: lv 1A _Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �� •.�� Applicant Signature $VFFQ(k Town Hall Annex p� COGS Telephone(631)765-1802 54375 Main Road c Fax (631)765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 'y?j�� �.DO� roger.richertC@town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD 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 Lot: 14 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 Residential X Indoor X Basement X Service Only Commerical Outdoor . 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 9 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan Notes: Inspector Signature: ,Pit Date: April 18 2013 Electrical Certificate.xls a 77 OF SOpr�o� 2,, co ,� : TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ' [/]IFUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: . .DATE INSPECTOR qso TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 PECTION - [ ] FO DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT INAL) REMARKS: �J DATE � r� INSPECTOR.Az,-1 pf SO(/l�o - - -- - - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [el--ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE - INSPECTOR OF SO(/Ty�� fJ counm,��'' TOWN OF SOUTHOLD BU ILDING DEPT. 765-1802 INSPECTION ..," ,. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 'Z- v? 1 INSPECTOR - OF S0!/1y0� TOWN_OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . . [ ] FOUNDATION 1ST [ ] RO FI PLBG.. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R�H1. [ ] ELECTRICAL (FINAL) - r REMARKS: DATE / INSPECTOR Of SOUTyolo y O G/ n0 � �f� �y00UNi'1,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 3 7 rsf 80 cOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ON [ ] FRAMING /STRAPPING [ . FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ,.,Z CHARLFES M. THOMAS, R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 11901 (631) 7277-7993 E-MAIL: CDTHOMAS63VAOL.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. V yours, v 4.�M. T T omas RA k;PR D EpECoWE 2 4 2o13 BLDG. DEPT. TOWN OFSOUTHOLD FIELD MSPEG N REPOR•T DATE CO NTS FOUNDATION(18T) 3 �• 4 FOUNDATION(2ND) Zz O ROUGH FRAMWQ& y PLUMBING ti INSULATION PER N.Y. . H STATE ENERGY COM 4 a FINAL ADDITIONAL COMMENTS (� �. _ e mac. ,errn,j za(,o r i3 oc� � o � z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval .FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 920 Contact: Approved ,20 Mail to: Disapproved a/c C(1 l-,Q _ Qom' k o� Phone: Y 3 1�,�) Expiration ,20 Building Inspector �l S APPLICATION FOR BUILDING PERMIT Date, • , 20�� 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. 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 autho z irge(Crsrpn�rejre�n unding for necessary inspections. U �� L� UU ��// MAY 16 2012 (Mignature of applicant or name,if a corporation) / BLDG.DEPT. (Mailing address of applicant) TOWN OF SOUTHOLD State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C n o en d Name of owner of premises QAo \ 5 e�— 6 G G A I"1 C C&rrv�, (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. Loc tion of la� on which pr��ed work will be done: (P O co��C I� House Number Street Hamlet County Tax Map No. 1000 Section `7 3 Block c112— Lot Subdivision Filed Map No. Lot. (Name) a.. .... 2. State existing use and occupancy of premises and intended use and occupancy of proposed constriction: a. Existing use and occupancy 5. �r b. Intended use and occupancy -4i-11 d� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear 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 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 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: CO TY oijSa r�-pQ ^►2t C t A CC -2. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Q ej-X_- _ a-- (Contractor,Agenj 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 th's � day of 20_U— P blic Signature of Applicant N " Publlc,State of yft No.01 PE6130636 Quallffed in Suffolk Coun Commtsston Expires July IS, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. : —�6 Check Septic Form / N.Y.S.D.E.C. Examined ( �g-,20 1 Trustees Contact: Approved 1 - ,20 l Mail to: Disapproved a/c Phone:'--) QQ S-L4J3 C7 Expiration 7 2 U 120 E �J] E auildin9 Inspector 2013 PP ICATION FOR BUILDING PERMIT un DEPT. Date �- �` , 20 TOWN OF SOUTHOLD 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. 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-cod and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) / (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder F\-—�-Z\C,\ E C �— 1 oc Name of owner of premises Q-\A 2\ --bP l 2 & P4 1 l A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on hich proposed work will gorle: 0 -e--g4,te� ICV House Number Street Hamlet j(� County Tax Map No. 1000 Section L y rj� Block ot- AdyirrV0V,i Subdivision Filed Map No. (Name) ; R •:: . . . N,Kit,,,: ve. '•{r'Lfl �E.eb l!u si `�m3t79i3 °� 2. State existing use and occupancy of premises and intende use and occupancy of proposed construction: a. Existing use and occupancy d /11?-a c e b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition_ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front f .1 � N, a Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear . Depth Height Number of Stories -7V-- (S B 611LIfz_ 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 "e_ �C'> 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Av 1, e _ 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 X * 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 OFSU l 0, C— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swo o before me thi day of� 20 �3 r' otary POlic Signature of Applicant BETSY A.PERIQNS Notary Pubiic,State of New York No.01 PE6130636 Qualified in Suffolk County Commission Expires July 1 a22D L3 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: May 23, 2012 TO: Patricia Moore for Chris McCarthy 51020 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 Is returned herewith and disapproved on the following grounds: The construction of an addition on a conforming_parcel is not pennitted 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 corner lot Authorized Signature j BOARD MEMBERS OF SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� TiyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning • �OQ 54375 Main Road(at Youngs Avenue) Ken Schneider Olif'COU Southold,NY 11971 nn tp://southoldtown.northfork.net "- --) UNG BOARD OF APPEALS J OWN OF SOUTHOLD AUG z O 2012131)765-1809 •Fax(631)765-9064 BLDG. DEPT. _� TOWN OF SOUTHF?INDINGS,DELIBERATIONS AND DETERMINATION MEETING 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 property 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 corner 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 corner 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: r I Page 2 of 3—August 16,2012 ZBA File#6582-McCarthy CTM: 1000-145-2-14,15,16 ; I The Zoning Board of Appeals held a public hearing on this application on August 2, 2012 at which time written i 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 4267-b(3)(b)(1). 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. i 2. Town Law 4267-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. 144 sq,ft.)of the kitchen. Any additions to this side of the dwelling would require a variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the front yard setback of 44.9 feet is not i 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 f 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. i. 4. Town Law 4267-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. All storm water run off will be retained on site per Chapter 236. 5. Town Law 4267-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 4267-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. i Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. i i A 1 Page 3 of 3—August 16,2012 ZBA File#6582-McCarthy j CTM: 1000-145-2-14,15,16 Vote ofthe Board: Ayes:Members Weisman(Chairperson), Goehringer,Dinizio,Schneider, Horning. This Resolution was duly adopted(-0). Leslie Kanes Weisman, Chairperson Approved for filing 6/f /2012 f i i FEB 2 6 2013 G' � BLDG.DEPT- �� !4 V (5,41 T HA AIPTMIN OF SOUTHOLD � � Telephone(631)765-1802 5 Tvff i oa y (631).76595 P.O.Sox 1179 G. rogerAchert :own.southaQ�d.ny.us Souffiold,NY 11971-0959 Q BUILDING DM'ARTMEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Flnh,-, ViolaI� Date: Company Name: Name: C) — License No.: �' O�YJFZ I . Address: ® s /w Phone No.: &3 �� JOBSITE INFORMATION: (*Ind-icates required information) *Name: a ( G *Address: *Cross Street: �e L *Phone No.: z Permit No.: �� Z Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION O WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: S/ NO. ough in Final *Do you need a Temp Certificate: YES! NO Temp Information(If neededl *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION o .82=Request for Inspection Form f b0�� 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) ° APP CANT NAME: Owner-Agent-Consultant-Contractor or Other Circle One Property( ) party OWNER:(If Different than Applicant) r/ � -( e Addr O _ v rdry:n Address: I i Telephone #.—Fax E-%Mail: i E-Mal: Property Address: �7 /�6Q /�.p�� G Brief Description of Construction Activity,Proposed Structural BMPs,Soil S.C.T.M.#: 1000 , Stabalization BMPS,Project Scope and/or Sequence of Construction Activity Dbkkt Section BlorJr Lot lJ�' (Provide Ad�tional Pages a NeedeA) Name of Contractor and/or Con et Person Responsible for Implementation of SWPPP: --_ ir-l� YUv�e%t2>•CC Address:��O Telephone ���� Fax#. ____!`__ �5 __r ---- , --------=---------=--------------------- li Name of Persons Responsible for Installation&M&tenance of Erosion Control Practice: "-- 7��5o rav�iic�r -------------------------------------------- Address: Jr ------------------ Telephone#: Fax#: j _______________ ___..____ .--..-_---_ E-Mail: �/ v /�� ________ _____________________Total Area of All Total Area of Land Gearing Project Parcels: i and/or Ground Disturbance: /` (S.F.I A—) (S.F.lAaas) ---------------------------------- Project Duration: Start End -.__„_-_„-_---_--_- (Anticipated).• 38-aoDate:/c7r�� Date:v�,�/7 __._.. (Number of Calendar Dads) GCS J' - ------------------------------------ ! : I Will this Project Disturbe five(5)or More Acres at `--" „" - -- ------------------ Any One Time During the Proposed Development? Yes No -- --------•------•--.---_-__-.-.-_-----_ If YES:Please Answer theFollowingl -_--_-------------------------- •--------,_---___- a. .Does the Applicant have a Qualified Inspector On i Staff To Conduct the t3equired Inspections? es O b. Does the SWPPP Indicate HOW Frequently-the Site List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No _ c. Does the SWPPP Adequately Identify All Temporary = = -�� - - ______ __________ __ -- --�-'- and/or Permanent SoilStabalizationMeasures? Yes No "--'--"" -- ---- i ------ --- --------------- d. Does the SWPPP Adequately Identify a Complete j Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TMDL 303(d)Listed,,Impaired e. Does the SWPPP Indicate Additional Site Specific ...) Practices that Will be Utilized to Protect Water Quality? Yes No -......_...... - _............_ - f. Has the Applicant Submitted a Completed DEC Notice Type of impacted Waterbody:leg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland_) Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No o r S7 ATF,OF NF,W YORK, ± OUNTY ................SS � I ThatI / 0 �' I r-•-••••.....-L•••••• :•••••••:••••••••••,••••..•.•...................being duly swum,deposes and says that he/she is the applicant for Permit,(Name of ind'rvidu8l signing Uawment) And that he/she is the ................................ . .. �..........$iduly Owner ant 1/or representative of the Owner or Owners,an authorized to perform or have performed the said work and to I make and file this application;that all statements contained in this application are hue to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; I. . ............ ~� �....... day of... 2013 ... .. ..... Notary Public_ .... E .................... i ................................................... (Signature of Applicant) SWPPP Asses men No. 1 6130636 Qualified in Suffolk Coun Commission Expires JUIy 18r�� UZ�4° T.O�S. "SWPPP" Preparation Chapter 236 For Department Use Only: Storm Water Pollution Prevention Plan s.c,T.m.#` Pro rt Addres , U�l ' Review Checklist Checklist # 7 10ooS' -- - Distrlct Section Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: , (Does the SWPPP Adequately Provide for and/or Indicate the Following:) ,YES, NO I N.A.,Explanation for NO or N.A. Plan Sheet 1, Draina a Calculatl g') ' ' Location pg.#) __g_ _ ons&Stormwater_BMPs Designed to contain a Two Inch Rainfall On-Site. , 2. Construction Phasing Plan Indicatin 9e uence of Prc osed Construction Activities. ___._ ._q___.._._. P .. 3. General Location Map:,__:._._. Ilvit , __ 4. Draian a Site Plan Drawn to Scale at Si 60' feet to the Inch or lar er indicatin the_Followin i 0 i. ' ' '-"`••-•--""""-`�"-`-"------------•-••- --••--_.._.._..._. _a., .Location and Description of_Property Boundaries) - _ ..... Site Acreage`_ c All Existing Natural and/or Man Made Features on and within 50'of the Pro ert Bounda i i i-- -- `- ```--- -- - --- -- --•---•---- .-....._ _d. Test Hole_Data teri Indicating Soil Characstics&Depth to Seasonal Hi h Water Table; e Contours Indicatin Pro ert Elevations Min.2'; f. Spot Grade&Finish Floor Elevations for Existing and Proposed S-trtictures; - }O i l� ....................... g. Locaton of ooded Areas&Is'olated Trees with'a Miri(mum Dimension of fiP Diameter -iDiDiO;"-"---------- _ _ __ -._--..-__---------_--_.•..-•-------•-------_._.......- h. oilEonst3tvatfonU(s�rictSoi(�Survey. � + , , ,--------__. .- . Background Information about the Sccpe of the Project,Location&Description of the Site, ; ; ; "-' `- `-�-------------- - - Proposed Changes to the Site and All Existin Develo ment on the site Includin the Followin ' 01 M-^ +- IO'O'C]' - __ _.._._.. ............_.................. a,._All_IrYmA[slYgrD@2ts 1RG1USlin9 J9ta.LArea o(Lanti_pjatur4ancg$_Total.b. All Excavation,Filling,Stripping&Grading Proposed and Identified __-- i as to depth,.Volume ! I i -' ........_....._.. c All Areas Re uirin Clearin and/or Grubbing d. ____ .......................... --------_-.._._____..._-__._.___........_ A Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately be placedi_ e. All Temporary&Permanent Vegetation to be Placed on Site; " ' '-------- - -----•-------__ IO10+0+ - - _ __ - ._.......... ... .. f. All Tem .. ora &Permanent Storm Water Runoff bVF5 Control Measures Pro osed; F ' I r-- --•- -- -------------_-_---___ __ ..._.__ ... ... .. g.__.TheAnticipated Pattern Surface Drainage Du ring Periods of Peak no Rufft. ; ,01------- h. The L-o6iiijoF of all Roads,Driveways,S-idewelks,Patios,Structures,Utilities&Other + I , , -- -------------•---____.__.._._.._______•_. Improvements, ncluaing Temporary Access&Construction StagingAFeas; , , '---------•--------•----------•--____.____:___._._.__..................................:.......: J. 'rhiiastTr-gWi=ina-lront-ours-anaonSpotl=ievationsoftfie sits-_.__.._--•---...._..v-----._........._...._, _ ___ --------------------------- ----_ ,r A Schedule of the Sequence for the Installation'of All Planned Soil Erosion.Sedimentation 6. --------- ----- ---- -----_ _ _ &Stormwater Runoff Control Measures._._--__.._._.__._._.—____.__.___.._....___-._.._.___...._._...---....._......_......._.._...._......., t s 7. Description of Pollution Prevention Measures that will be Im lemented. 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or , , --" -" -' -------------------- Implemented for Each Construction ActivitYthat will result In Soil Disturbance. 9._Description of Construction&Waste materials Expected to be.Stored On-Site. """-----------------------------------.._-- --------_________ ._� , __�___ 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the ______________________._.-. .----......- New York State Storm Water Design Manual Technical Standard_ I I I — 11. General Site Plan and Construction Drawin s forth_e Pro ect. _ -_�---�--"-______` " ' ' r-- ' 12. Dimensions:Materlal Seecifications&installation Details for Al Erosion&Sediment Control Practices. � ---`--------j---- ------------. --- ---_-................. 13. Tem ora Practices that will be Converted to Permanent control Measures.-*_---- - --' ---- _ ,�,�----------- ---------------•--•---- _ -p- ry---------------------------------------- - --'�+ i 14. Implementation Schedule for Sta in Tem ora. Erosion Control Practice or BMP, _ ---------------------- ------ ---------^-- 5. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& -; ; ; '--`----------^----^----- -_________.___..._..__....._ - Sediment Control Practices. ----- 16. Names of Potential Surface Waters of the State of New York and/or MS4 that may be ------------------------------------Impacted by Development •.__ -----------------^-^-------------- 1 Delineation of Storm Water Control Plan Implementation Reseonsibilities for Each part of the + , + --•__....__,__-_-_ Prot 92nstructIonSlte. -- I_ ____________________ _ _ ---- ----------------^----------- ^-----_---- -----i -- - --- __ 18. All other Existing Data that Describes Storm Water Runoff and/or Natural Drainage Swales_ 19. Identification of All Contractors)%Sub-ContractorC Responsible.for Installing,Constructing, ------------Repairing.Replacing,Inspecting and Maintainingthe Erosion&Sediment Control Practices. 0 i 0 Storm Water Management Control Plan Checklist#1 : 03-1.2 _ bosuffa� DEC "SWPPP Preparation - Chapter 236-19 For Depart ment Use Only; Storm Water Pollution Prevention Plan s.c.T.M.M Property Address: , Review Checklist Checklist # 2 1000 (Additional Items to be included'With Checklist# 1 when Article IIi is trigered.) D1•'�°� s°°°°^ a.°°a �� REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS:, i i i t P Does the SWPPP Adequately Provide for and/or Indicate the Following:) i YES, NO ;N.A.i Explanation for NO or N_A.Must be Approved by SMO Ian Sheet 1. Doss the Plan Indicate q y "Checklist #1" in Indicate—and/or Show all Items Required b , Location(pg.#) .._...._.. _..-----•_-•--------------___----_-- ____ . sPacket7 r , , __ - 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater ' ' + s -'`----- - - - --- Management.Practice? l� 3. . _-.._..._.._._..___._..y , r---._____...__.___ Does the Site Plan/Construction Drawing(s)Indicate and/or Show the Location&Size of , , , , -`-"`---"""`-----•- Each Post-Construction Stormwater Management Practice? ............--_.-----•--------------- ------ .. - 4. Does the Site Plan/Construction Drawing(s)Indicate and/or Show H drolo is&Hydraulic Anal sis r ' ' ' -'-� '-` -- -.. Y 9 Y Y �,0,�, For All Structural Components of the Stormwater Management System for Applicable Storms-? r " -----------5 Does the Site Plan/Construction Drawings)Indicate and/or Provide a Comparison of Post- Development Stormwater Runoff Conditions with Pre-Development Conditions? 1. Does the Site PIarUConstrucfion Drawing(s)Indicate and/or'S'howAll Dimensions,tvlateriel --- r i f _______.______.____.__.._.________......._._.__._.._._.......... Specifica_tl_ons&Installation Details for Each Post-Construction Stormwater Practice? i l� O;O __.... s s , s------__.. _------------------------- raw7. Does the Site Plan/Construction Dings)Indicate a Maintenance Schedule Provided by t , r , -- -•-- ........................... the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction Stormwater Management Practice? 8. Does the Site Plan/Construction Drawings)Indicate and/or Show Maintenance Easements to 'r ' , , -•- •-______.._______.___ _••___•.•.•_ . .. ...... ...... .. ....... Ensure Access to All Stormwater Management Practices at the Site for the.Purpose of Inspection ;=;s Q,+Q i and Repair? -- , 9. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Inspection and Maintenance i ---'-" -"-------- - -•_..-_.. Agreement(s) that are Binding on All Subsequent Landowners? 10. For All Activities meeting the Threshold in 236-19(B)(1),the SWPPP shall be Prepared&Signed + ' + s -- -"-'"'- -'-`-- -- ..................... ......................... By a Professional In the Principles andPractices of.Stormwater Management&Treatment Who Who Shall Certly thatt he Design Meets the Requirements of Chapter 236. 11.�Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the f y---------------------------------- ---- Quality of Stormwater Discharges? 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard s s , r -------------- ------------------------------ to Historic Places or Archeological Resources that Includes the Following ---- ___-_- --------- ------------ ---- ---- --�-------- a. Information whether the stormwater discharge or land development activities would have "- -_-----_--------- ; ; ; an effect on a property that is listed or eligible for listing or eligible for listing on the State orNatlonal Register of Historic Places ________�-_--- b. The Results of Historic Resources Screening Determinations that have been Coriducted; 't 1=1, r , -"-"-""--'-'-'---------------------_ - c. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed,i i } ------ ----------------------------------------------- on the State or National Register of Historic Places;and d. Where Adverse U-CeRg May Occur,Any Written Agreements in Place with the NYS Office; ' ! s s ""-""""""---------------------- ------.-.__ of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to i 0: Mitigate Those Effects. s r r s ,...._.__...--------------------".--_-___-•-_--___-•--__-___...__-.,.-._...-------' i i 13. A Description of the Soils)Present at the Site,Including an Identification of the `' + ! ,___________________________________ HydrauiicSolI rou ----- -----------f'----------------------------------_ t-h-e ------ 14. 1 dentlfl cation of Any Elements of the Design that are not in Conformance with the " "- -"-'--------------- manual,Including Reasons for the Deviation or Altemative Design and a Description _-_^_ W-^ of the Equlvalei c with technical Standards. + + + s __ __ -------------------------------------------------- _i i ------ 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the Stormwater Manp9ement_Control System__ i6.�A Detailed Summary,with Calculations,of the Sizing Criteria that was Used to Design t , , , ------ -------.---_-._ All Post-Construction Stormwater Management Practices. ----------------------------"------------------------------------ 17. An Operations and Maintenance Plan that includes Inspection and Maintenance ' ' ' I"----'-"'-"- ------------------ p Schedules and Action to Ensure Continuous and Effective Operation of Each Post-Construction Storm Water management Practice. i Storm Water Management Control Plan Checklist#2: 03-92 V` 1g0 p0 O ..,. oz IQ ,A O b GF' �.6cE.N•3�' G OvERH 1 ..:.-9 q..p:....:.-. ` a . wIR� s�Q tio, o o °Gfs O oho s �cF SF°A� � q (0 J ...\\GJ O. �G� DOJO S O 0���� y>o�Q`'°-^ oN�.SON G Q C Z G�0 lZ °s re Oo 5 O 0. o 1 ro 99r o O CER TIFIED TO: oNG'~o CHRISTOPHER M. McCARTHY �s °DER F°JON °i PATRICIA F. McCARTHY ONCE � 1 pp f 0� FENCE SNF-.E. `� F�NZ it yy 1�9x d\ EONgN oc^ O O fir^ EF.oC�_. 2 Cn0� r FED E °yyc^ ^�C 7�-ri pp o C) 012J FE E. �• � 0 aso o `fG 0\ r.G CD a Z SURVEY OF PROPERTY TO =LP C� SI T UA TE o_ LAUREL TOWN OF SOUTHOLD a SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 145-02- 1 4 S.C. TAX No. 1000- 1 45-02- 15 S.C. TAX No. 1000- 1 45-02- 1 6 F°MN. GONG. SCALE 1 "=30' 1pp�p FGONc � `p JUNE 4, 2009 ME JULY 15, 2009 ADDED 2nd STORY ADDITION oN3E. ° a� MAY 7, 2012 ADD PROPOSED ADDITION SNEO r o JUNE 6, 2012 ADDED PROPOSED BILCO DOOR o� GONG' s' S AREA DA TA S.C. TAX No. 16,288 sq. ft. °° 1000-145-02-14 0.374 ac. S.C. TAX No. 20,000 sq. ft. o Fy 1000-145-02-15 0.459 ac. - c 91) S.C. TAX No. 20,000 sq. ft. s 00 1000-145-02-16 0.459 ac. J' TOTAL 56,288 sq. ft, A O. 1.292 ac. a o x o �F°F o 00 r a o G a � a PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED C) �� S� FOR SUCH USE BY THE NEW PORK STATE LAND TITLE ASSOCIATION^^ y �, y if� o 50U I lao A?`4 oo v°o L0 •O IVJ N.Y.S. Lic. No. 50467 OJ 10 II FEN�I I INC. UNAUTHORIZED ALTERATION OR ADDITION •� 1 I oN TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 209 OF THE NEW YORK STATE I I o n, AO� ASSpCIEDUCATIM�N LandSurveyor COPIES OF THIS SURVEY MAP NOT BEARING S rob J o Y owNERs THE LAND SURVEYOR'S INKED SEAL OR N/ T \' EMBOSSED SEAL SHALL NOT BE CONSIDERED R TO BE A VALID TRUE COPY. s off,(I,AgK Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN j� \ j Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY SSA IS PREPARED, AND ON HIS BEHALF TO THE 0 Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND r WOOD LEINTONTD EGASSIGINEEISO OFITHEED LENDING INSTI-HEREON, AND �RLL PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS Y 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION I4AS BEEN APPROVED. RETAIN STORM WATER RUNOFF DATE: /2v Q.P.# ��. � 1-.-�.���.� i BY: � PURSUANT TO CHAPTER 236 ;. ENT AT OF THE TOWN CODE. Y BUILDING, DEPARTMENT - r I 7f1�.1i;^2 8 AM TO 4 PM FOR THE FOLLO"JIC�G IfiS('ECTiONS: a. FC'UNDAT!C1'1 - TkVO REQUIRED z FOR POURED CONCRETE CO,'v''i*DLY V N H ALL CODES OF .. ROUGH - FRAMING & PLUMBING NEW YOi,K STATE & TOWN COD . INSULATION AS REQUIRED AND CONDMONS '- 4. FliNAL - CONSTRUCTION MUST ® ® BE COMPLETE FOR C.O. SOUTHOLC Z711 ALL CONSTRUCTION SHALL MEET THE u _ REQUIREI'ENTS OF THE CODES OF NEVJ SOU; OLD TG ti' P��!�IN h'G BOAR YORK STATE. NOT RESPONSIBLE FOR _ -� SGv:`i L) TRL;`vitcS `n `t DESIGN OR CONSTRUCTION ERRORS. )7r o - - 0CCUPN,.lC Y OR N N >00 o 0 0 O I� VVITHOiit � O ET I .,.I�. I I�. w w o I a3 8'-7" PLATCHEIGHT w - T.O. WINDOWS Z Y\/ MATCH EXIST. WINDOW DETAILS I o co W O 21m lal a I I if I.II ll Il itil- T.O. FIRST FLOORlk o 0 Lry W 11'-6 MATCH EXIST, SIDING T. z ADDITION z E F R O N T E L E V A T I O N z SCALE: 1/4" = 1'-0" Q W W CO < 0 n Q ryCL 5'-6g" o Z N 0 J TYPICAL ROOF CONS RUCTION N < -- ASPHALT SHINGLE ROOFING Q �- OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"XI0" ROOF RAFTERS 0 16" O,C. w W ---- J � � W <X> TYPICAL PICAL CEILING C NSTRUCTION o 0 T1 ICAL ROOF CONSTRUCTION 2" X 10" CEILING JOISTS 0 16" O . ASPHALT SHINGLE ROOFING 2" X 10" RI GE BEA W/ R-38 BATT. INSULATION OVER 1 # ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. _ 2"X8" ROOF RAFTERS 0 16" O.C. 2 3/8 0' _ M Of 8'-7" PLATE HEIGHTcz L5/8' GYP, BD. FINISH r ~ MATCH NEW FASCIA PROFILE TYPI I G CONSTRUCTION T. & S. 3 COAT JOB (TYP) T.O. WINDOWS E V i do DETAILS TO EXISTING FASCIA II X 8" CEILING JOISTS 0 16" O.C. T r I ;AL AL ON STR U CTI 0 ® A^l1 K><>< W/ R-30 BATT, INSULATION C [';',R ERFEC S TYVEK HOUSE WRAP 1 2" CO W -- P ' OD SHE ING ON " WD, STUDS 0 16" 0, r I co R 1' INSULATI o bo e MATCH EXIST, WINDOW DETAILS I HALF WALLTYPICAL FLOOR CONSTRUCTION Z MATCH EXIST,FINISHED FLOOR 11 7/8 TJI FLOOR JOISTS 0 16" O.C. 2%6" CCA SILL PLATE W/3/4" PLYWOOD SUBFLOOR W/MIN. R-25 BATT. IN ULATION T.O. FIRST FLOOR '- _ TERMITE SHIELD—, * p - - 1/2" DIA. ANCHOR BOLTS X Jc a 0 32" O.C. NYS CODE (TYP) 8" POURED CONCRETE FOUNDATION w D+ G WALL ON A 8 0 if X 16 POURED MATCH EXIST. SI � � II CONCRETE FOOTING 12'-6' / a 4" POURED CONCRETE SLAB �� V 4 MILL VAPOR BARRIER LIQUID MEMBRANE WATERPROOFING ADDITION 4. COVE OVER FOOTING (TYP) co cz r- s I L c X ° m m I E RIGHT SIDE ELEVATION L - - - 3 SCALE: 1/4" = V-0" SHEET NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS; INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHO)LE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 51'-7" EXISTING A ti/A +� 6'-6 j" 12'-3$" 6'-28" P 10'-5" 1(0,-0" 1'-2' 5'-0„ 4'-2i" 14'-0" Kl- z 3'-8" 8" O - - - - - -- - - - - - - - - - - DWN —If- - - -- I � - - - - - - - -1 - - coo _ — I ih I 9'-2' SHOWER — — I EXISTING U LINE OF 1 d B. A T H v WALLS ABOVE ( — -- I EXISTING Ld 9080 O.H., DOOR EXISTINGPROPOSED W (TYPICAL) I I I 2-14" ML HEADER I I F AR 0 01 L Y S U N CELLAR POURED ONCE O II ► I 0 II II � Cp ROOM -I L '2 (n O o N N — -- - - - - � z o O V) I � - - - - Ll- 3'-2" I I I I o N N N N � 3" DRAIN TO DRYWELL I "to Z II i II I CLOSET/ CK Q 5 5 8" POURED CONC ETE FOUNDATION II I 12-0" STORAGE 11'-6' L - - - - - - --rl I o I I r WALL ON 8"X16" POURED — — — — — — _ANCHOR AND EBOND TO EXISTING I IL — — _6" ADDITION r �� 5 RE13ARS CV 2" O,C. VERTICAL I I `� I I CONCRETE FOOTINGPANTRY jj I I l (TYPICAL) I — — — 1- _ 1 - - _ - 52dh ON, 206� 2-12' MIL HDR �0 12'-1" O II \ \ � o — fO PROPOSED il00,- o Q REMOVE EXIS NG x �2 D I N I N Q ' N m o o I o CV E X I S T I N G ��➢ I WALL t II @) / �.�.�] O II I Ilill v,�� i= I o GARAGE I Q o v a ,� " EXISTING J N o EXISTING o o� I w>� 12 0-' I $ KITCHEN I - _ f,� 2"Xa" RR �� N N `O o w w �- _ — Of- ® 16" OC. N CELLAR w bi I I F _ o v ( I J u z a �"o .-z I I io o EXISTING IT: Q o Ln o f I � 't X I wo W W mow J w w N t o° 3 3R 00 cfl I 1 JZ a` Z I . �o �-- — — — — — — — — — —� REF. ' 3 I � - - - - - - - � A�3 LL w 2-12" MLHDR ` � z ^ II II z — - - • 2-3 5 2 d h it II d (o n II 1 1 ( 4'-4„ o UP o I I M M o' n I I rn I I s'-4" 3-2 W W II 21'-7" r� ,1'-s" L UP 9080 O.H. DOOR 3R 0 EXISTING c ADDITION - FIREPLACE �✓ 1 I 350 2 14'-s" 5'-4" 8'-e" ADDITION - 134 SF —J I I � I CL I I I n 1 7-4 7'-114" 6'_82" EXISTING L I V I N G t!400 ROOM I I . 1 CDFOYER I I CD 1 0 J o a. J z Q Q w z 0 1 i 0 0 u- V •F•d ch oa UN F 0 U N D A T 1 0 N P L A N FIRST FLOOR PLAN SCALE: 1/4" = 1'-O" SCALE: 1/4" = 1'-0" W Jc z cc Cl a cn co w Ua • co %v x o m C) a SHEET NO. I i f' THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 TOP PLATE FRAMING TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLEC110N OF STRUCRURAL MEMBERS j ,�yr,�� '�----,� �'`�� �'•, PIPING R 6 02.7.2 STUCTURAL MEMBER ALLOWABLE `�4 r f ? RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATE'S RAFTERS W/GREATER L/180 ROOF TRUSS SLOPES THAN W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE- TABLE 3.1 c ;f ., Fs- M ATTACHED TO RAFTERS TOP PLATEld7 SEE DRILLING AND " GYPSM BOARD INSTALWW 15 IN STUD INTERIOR WALLS AND H/180 16d NAIL AT 24 O.C. ' NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS .,. . •. JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% - ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS DIAMETER 40% OF STUD DEPTH o BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION S3.1.1.1 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 g" MIN. TO EDGE ExT. WALLS W/ PLASTER OR H/3so 0 STUD DEPTH / / NSTALLED IN ACCORDANCE / STUCCO FINISHE / " d NAIL AT 6" O.C. EXT. WALLS-WIND LOADS L/24o 5 8 MIN. TO EDGE ALL PANEL EDGES WITH WFCM TABLE 3.1 ~ ) WITH BRITTLE(b) FINISHES 5/$" MIN. TO EDGE ° T 8d NAIL AT 12" O.C. ON ALL ExT, WALLS-WIND LOADS L/240 FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(c) FINISHES NOTCH MUST NOT EXCEED AND BRIDGING BLOCKED AGAINST a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH 25% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT � -BAND JOIST ROTATION IN ACCORDANCE \ ) a. The wind load shall be permitted to be taken as 0.7 times the N TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE EARING ALL PANEL EDGES) BE LOCATED IN THE SAME WALL CROSS SECTION OF CUT OR' of the cantilever. DOUBLE AND NO MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED walls of sunroom additions or potio covers, not supporting edge of 1 IN.x4 IN. RIBBON AND SO BORED � LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not z exceed L/60. For sandwich panels used in roofs or walls of 0 BAND JOIST -BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall Ln OR BLOCKING 16d NAIL AT 24" O.C.J INSTALLED IN ACCORDANCE WFCM 2001 SB C HIGH WIND EDITION not exceed L/120 WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION SILL PLATE JOIST , SECTION 3.4.3.1 .11 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD SECTION 3.4. 2. 1 . 1 FIGURE 3.3 A DRAWL SPACE \-SUBFLOOR FRAMING MEMffRS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BOIRED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 PLATFORM EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS �, o BLEARING WALL ROOF PLUS ONE STORY 1.0 1.1 NON-BEARING WALLS: R602. 6 (1 ) & (2 J FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6 O.C. LU 0 TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld 2-10d NAILS V) (� WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST z W FASTENER SPACING SEE STUD TO RAFTER z Q FASTENER 2 FEET 4 FEET 6 FEET SECTION A-A C PLE TUD T AL oR STUD To STUD DETAIL GABLE END TRUSS ,� 0 PANEL SPAN < PANEL SPAN < PANEL SPAN BLOCKING CONNECT RS U TYPE PANEL SPAN ENDWALL � 2 FEET '< 4 FEET F 6 FEET 8 FEET 1/2' SPACING-\ A A ALLOWS 10-8d W // " # 16" 16" 12" g" HOLODOWN NAILS OOD SCREWS INSTALLATION F HEADER STUDS FULL LENGTH WA STUDS 5d COOLER NAILS AT 10" O.C. 0 Q 2 1/2" #8 " DOUBLE A A NOTE: 2"x4" BLOCK NAILED TO EACH '-- WOOD SCREWS 16 16 16 12 ATUHARDIwnRE ° ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS CONNECTED TO BLOCKING z o. THIS TABLE BASED ON 110 'MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN o o TRANSFER SHEAR AT EACH END OF HEADER AND (PHD5) ° AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD Q W b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° o NOTE: SIMILAR CO NECKK K ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. o ° CONNECTION AT R UIR WALL STUDS AND AT TOP AND Z Q c. NAILS SHALL BE 10d COMMON OR 12d BOX NIAILS. FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP L1J d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ° 2-16d COMMON ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° NAILS AT 6' D.C.SIDE WALL FLOOR BRACING AT END ' BAYS 10-8d NAILS 0 TYPICAL FRAMING AND UPLIFT o W WITHDRAWAL CAPACITY OF 490 POUNDS. F; END WALL e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) (WFCM FI G U R;,E 3. 7b ) CONNECTIONS FOR OPENINGS SUBFLOOR 8d NAIL AT 4" O.C. ENDWALL STUDS L] EXTERIOR WALL STRAPPING '.1;CHEDULE = I w CEILING BRACING GABLE ENDWALL AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES I FACE OF FOOTING NAILS ~ RIDGE SIMPSON CS-20-40 INCHES MIN, 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST w 12" MAX. (WFCM FIGURE 3. 7c) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER ,8-8d TO STUD CONNECTION cn NAILS BASED ON 2-8d TO PLATES = , a o SHEAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-2C-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD � w CONNECTION ;- c ' TOP PLATE a o PROVIDE RAFTER TO STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD `'- '- NO CEILING RIDGE TENSION STRAP 4-8d TO PLATE : ° , �` H DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAILS NOTES: o H/2 BUT NEED OT �y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° ° EXC ED 15 FT. AX. EXXCEED 40 FT. MA EACH END OF 1 -1 /4 CN o 0 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP CONSTRUCTION, SSTD 10-99) TA13LE 305 F1 FOR EA\VE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND HOLDDOWN ° ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW z TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING ©VER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. (PHD5) ° ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS NAIL PENETRATION INTO FRAMING IS ACHIEVED. ° ° o TRANSFER SHEAR OUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING � INSTALL THROUGH FIRST FLOOR SHOE. ° o FLOOR TO FLOOF0� DOUBLE PREFERRED METHOD z _ STUD (MIN.) CONNECTION Q w AT HARDWARE o RAFTER 0� ON 0 HOLD DOWN ALLNAIL FRAMING 'MEOMIBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 20 GA. STRAP- WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z RIDGE BEAM ♦♦^^ (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT 0 '�'� 14" WIDE MIN. 3.7a & 4.7b) (PHD5 24., O.C. RIDGE TENSION STRAP DETAIL- W/(8) 8d NAILS TABLE R301 . 5 NOTESN EACH SIDE a FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. 'SIDE WALL a. 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 T A B L E R ,301 . 5 �J EDGES) SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE 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 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 >- WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT E LIVE LOAD ( BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD �-- REQUIREMENTS. GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMILY DISTRIBUTED LIVE LOAD OR A 300 POUND ♦♦^^ • ® ,i SIMPSON STRONG 71E HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 U) W I m p s o n Strong- TI e ®I SIZE PER MOST RECENT gA1f&0�ALl PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT a A35 Chimney Framing i n �� EDGES) ANY POINT ALONG THE TOP DECKS 40 V g �) TABLE R301 . 2. 2. 2. 1 ' e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WALLS. '- 3 RIDGE DETAIL- WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 coROOF RAFTER ®� DEAD LOADS PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED ao 3 SCALE: N. T.S. I (TABLE 3.1, WCFM 2001 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 o ROOF CEILING ROOF CEILING ¢ LOAD REQUIREMENT. C) a DEAD LOAD DEAD LOAD HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES, FORT ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 ROOF ONLY 1.0 1.2 AT PANEL EDGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE (�) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO a ROOF PLUS ONE STORY 1.0 1.1 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong- Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS H D MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1.EXTERIOR CORNER FRAMING ORTHE FRAMEDCOPEN NGAREASIN ACCORDANCE WITHACCESSIBLE BY AULL sECTION0 WN 07.1TAND AIRWAY ('2 ' CORNER BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED 3 SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE R 301.7 TOP PLATE FRAMING TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING - R 6 0 2. /-7.2 STUCTURAL MEMBER ALLOWABLE CEILING DEFLECTION AND D - > �= TOP PLATES RAFTERS W/GREATER L/180 ��;.JOISTS OR APPROVED6 ," r ROOF TRUSS SLOPES THAN r'E W/NO TOP PLATES ,�' -°�$f p._ FINISHED CEILING ' SECOND STORY TOP PLATE- WW M TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALM� IN STUD INTERIOR WALLS AND H/180 NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AIND SEE DRILLING AND MEMEBERS DIAMETER 40% o OF STUD DEPTH BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 g" MIN. TO EDGE ETU, WALLS W/ PLASTER OR H/3so U H / / NSTALLED IN ACCORDANCE / STUCCO LNISHE / „ T _-i 111 d NAIL AT 6" O.0 _ EXT. WALLS-WIND LOADS L/24o 5 8 MIN. TO EDGE � ALL PANEL EDGES WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES ° r 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE � JOIST ENDS TO BE FRAMING MEMBERS NOT AT WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING NOTCH MUST NOT EXCEED NOTES: L= SPAN LENGTH, H = SPAN HEIGHT AND BRIDGING BLOCKED AGAINST (a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH 25% OF STUD DEPTH -BAND JOIST ROTATION IN ACCORDANCE \ ) a. The wind load shall be permitted to be taken as 0.7 times the 01 TOP PLATE OR BLOCKING SEE WFCM SECTION 3,3 WITH WFCM 3. CCOREND RESTRAINT component and cladding loads for hie purpose of the determining BORED HOLES SHALL NOT w GYPSM BOARD INSTALLED IN deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o AND 3.3.1.4 BRIDGING d NAIL E 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT L shall be taken as twice the lenght OF STUD DEPTH THEN STUD MUST BE BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, CROSS SECTION OF CUT OR WALL CROSS SECTION OF CUTE of the cantilever. DOUBLE AND NCB MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn CUT INTO STUD - glass or sandwich panels, the total load deflection shall not z LAP JOIST 3 IN. MIN. exceed L/60. For sandwich panels used in roofs or walls of BAND JOIST -BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITIONLLJ 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 SILL PLATE JolsT o ` SECTION 3.4.3.1 . 1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4, e 8d NAIL AT 6 O.C. ON ALL � COVERING DEAD LOAD 2. 1 1 FIGURE 3 3 A CRAWL SPACE SUBFLOOR FRAMING MEMffRS AT PANEL NOTCHING AND IIIORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL FOUNDATION SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOR INTERIOR N ONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 EXTERIOR CORNER FRAMING FOR EXTERIOR (BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL ROOF PLUS ONE STORY 1,0 1.1 � � NON - BEARING WALLS: R602. 6 (1 �(2) LATERAL BRACE AT 6 O.C. LU TYPICAL WALL, FLOOR & ROOF FRAMING FOR SI: 1 POUND PER SQUARE FOOT = MITT kN/M(2) w o JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED (n (� WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS F OR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE (� TRUSS OR CEILING JOIST .� W FASTENER SPACING SEE STUD TO RAFTER z 0 FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD T PICAL OR STUD To STUD DETAIL GABLE END TRUSS 0 PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q U) TYPE 2 FEET 4 FEET 6 FEET 8 FEET 1/2• SPACING---,, A A R QUIRED 0-11 ALLOWS 10-8d 0 „ # " HOLDDOWN NAILS j _j WOOD SCREWS 16 16 12 9 INSTALLATION HEADER STUDS ULL LENGTH WA STUDS 5d COOLER NAILS AT 10" O.C. Q „ „ „ „ „ DOUBLE A A „ 2 1128 16 16 16 12 STUD(MIN.) o NOTE: 2x4 BLOCK NAILED TO EACH WOUOD SCREWS AT HARDWARE ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS z CONNECTED TO BLOCKING a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN c o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD Q W (PHD5) AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° o NOTE: SIMILAR N UP ADDITION TO CONNECTORS AT C. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. o ° CONNECTION AT CO EC R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7" O.C. ° FOUNDATION. R uIR BOTTOM OF CRIPPLES 20 GAUGE STRAP z d. WHERE SCREWS ARE ATTACHED TO MASONRY( OR MASONRY/STUCCO THEY SHALL BE 2-16d COMMON LLB Cn ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° o NAILS AT 6" D.G. FLOOR BRACING AT END BAYS 10-8d NAILS 0 WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL END WALL TYPICAL FRAMING AND UPLIFT o W e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) I (WFCM FI G U i_,�E 3. 7 b) CONNECTIONS FOR OPENINGS Q i SUBFLOOR 8d NAIL AT 4" O.C. � ENDWALL STUDS EXTERIOR WALL STRAPPING 'SCHEDULE I FACE OF FOOTING CEILING BRACING GABLE ENDWALL AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES ' I NAILS ~ LLj RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST � a_ 12" MAX' (WFCM FIGURE 3. 7a) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER (n 8-8d TO STUD CONNECTION Cn NAILS BASED N SHEAR WALL REQUIREMENTS 2-8d TO PLATES I 0 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD ' ,� w CONNECTION r ' ' TOP PLATE Q OwJSTUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD \ �- PROVIDE RAFTER TO RIDGE TENSION STRAP 4-8d TO PLATE • o H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF o_ H/2 BUT NEED SOT / DIAPHRAGM USE 8-8d COMMON NAILS k NOTES: ° o EXC ED 15 FT. AX. �yT EXCEED 40 EED. MOT. REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT o MEETS OR EXCEEDS THE RZEQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL o EACH END OF 1 -1 /4 0 ALL STRAPPING INDICATED o 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 2O GAUGE STRAP CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EA�VE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND HOLDDOWN ° ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW � z TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. (PHD5) ° ° o CONNECTED TO BASED ON SHEARWALL REQUIREMENTS NAIL PENETRATION INTO FRAMING IS ACHIEVED. ° ° o TRANSFER SHEAR SHOE, ° ° FLOORFOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o " �'INSTALL THROUGH FIRST FLOOR ,SHOE. FLOOR TO ° DOUBLE 1��) PREFE 'QED METHOD 3: ATUHARDN2E CONNECTION RAFTER Q w H OLD DOWN ALLNAIL FRAMING 'MEEWBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYP-(UM BOARD Z 20 GA. STRAP- W RIDGE BEAM 1„ (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT � +� 14 WIDE MIN. 3.7a & 4,7b) PHD5 24.. O.C. IDGE TENSION STRAP DETAIL W/(8) 8d NAILSTABLE R301 . 5 NOTES N EACH SIDE ° FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. 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 T A B L E R301 . 5 W I11 EDGES SECITRON R802,4.1 FOR CONVENTIONAL CEILING JOISTS AND L ) SECTION R802.10.7 FOR TRUSSES, ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE 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 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 } �-- WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z A) 0)UTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE 1_ REQUIREMENTS. °C c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 00 1� GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND ♦♦^^ i �i SIMPSON STRONG/ TIE HDUon 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 v� W S i m p s o n Strong- Tie I SIZE PER MOST RECENT gA%TNNALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ¢ A35 Chimney Framing ®� TABLE R301 . 2. 2. 2. 1 o EDGES) ANY POINT ALONG THE TOP DECKS 40 e. SEE SECTION R502.2, FOR DECKS ATTACHED TO EXTERIOR �I WOOD STRUCTURAL' WALLS.GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50co ('3 ROOF RAFTER / RIDGE DETAIL ®� DEAD LOADS PANEL INSTALLED I f�V HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L x �I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o I� NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m 3 SCALE: N.T.S. (TABLE 3.1 WCFM 20011 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ROOF CEILING ROOF CEILING ¢ LOAD REQUIREMENT. DEAD LOAD DEAD LOAD HIGH WIND EDITION,) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS " " o ROOMS OTHER THAN SLEEPING ROOMS 40 z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6" O.C. 0� ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 ROOF ONLY 1.0 1.2 AT PANEL EDGES ANED B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALLL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 1.0 1.1 ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 p• o'. o e FRAMING MEMBERS NOTr CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. • PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong - Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS H D MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS I MET: 1. AREAEXTERIOR CORNER FRAMING ORTHE FRAMEDCOPEN NGSIN ACCORDANCACCESSIBLEBE WITHULL sECTION 07 1TAIND AY 2 CORNER BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED 3 SCALE. N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. J