The URL can be used to link to this page

Home My WebLink About37733-Z 4 Town of Southold Annex 3/12/2014 f P.O. Box 1179 54375 Main Road 7S Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36798 Date: 3/12/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 320 Fleetwood Rd, Cutchogue, SCTM 473889 Sec/Block/Lot: 110.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 11/26/2012 pursuant to which Building Permit No. 37733 dated 1/7/2013 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: alterations and additions, including covered porch, deck and outdoor shower, to an existing one family dwelling as applied for per ZBA # 6601, dated 11/15/12. The certificate is issued to Ryan, Ronald & Ryan, Diane (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37733 8/5/13 PLUMBERS CERTIFICATION DATED 3/10/14 George Berry Jr. motto ' ed Signature ° ` 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 37733 Date: 1/712013 Permission is hereby granted to: Ryan, Ronald & Ryan, Diane 1578 Oxford Rd Wantagh, NY 117932446 To: construct additions & alterations to an existing single family dwelling per ZBA decision #6601 as applied for At premises located at: 320 Fleetwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 110.-4-13 Pursuant to application dated 11126/2012 and approved by the Building Inspector. To expire on 7/9/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,317.20 CO - ADDITION TO DWELLING $50.00 Total: $1,367.20 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 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: 32--O 0~'_,4 3 , House No. Street Hamlet Owner or Owners of Property: 9000M 4 !)1GVyle ~C1GCn Suffolk County Tax Map No 1000, Section i O Block t,( Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App11i ignature ay?FFO(,~ Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 • Southold, NY 11971-0959 'y~yoi ~SO~ roger. richer1Dtown.Southold. nv us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ryan Address: 320 Fleetwood Rd City: Cutchogue St: NY Zip: 11935 Building Permit 37733 Section: 110 Block: 4 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Roslak Electric Inc License No: 3677-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 22 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 4 Main Panel 200a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 13 CO Detectors 1 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200a Switches 20 Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, 3-paddle fans, 1-exhaust fan Notes: Inspector Signature: Date: Aug 5 2013 rr Electrical CertificateAs 0 1 n CEO S~ x Town Hall, 53095 Main Road Q ' .F Fax (631) 765-9502 P.O. Box 1179 'f'~O OOt' Telephone (631) 765-1802 Southold, New York 11971-0959 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 3 ~~3 Owner: D l ~7U c 9-ye-v\ (please pnnt) Plumber: (9 r~ n Q `d lJ er*(, , c1~2 ~(please pent) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. q Ibhry 1110.01 C Qmmiiuw IQ -IL( (Plum Signature) Sworn to before me this - dayof C2 20/1 Notary Public, _g~ W County 37733 #OFSON6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ) REMARKS: r l- DATE l INSPECTOR 37 7 '$v~ OF SOU,yo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC REMARKS: DATE INSPECTOR * ~OF 30(/jyo# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: T J DATE 03 8 INSPECTOR 7 Z 325-' *tqf SO TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT N G9~~ QQ [ ] FOUNDATION 1ST [ 4 'ROUGH PLEIG. 1 FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ) REMARKS: .YT /7i9s ~`t~c/ i 40W le~- /40 fL - DATE INSPECTOR 3 7 ? 3 3/`~ o~~,OF SOUTy¢o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU G. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ AL FIREPLACE & CHIMNEY [ g-S FETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [>F RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L~- DATE INSPECTOR *hgf Sol/% 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: t~',/l l &-e` - c/-- DATE 9 / 7 INSPECTOR+ 37 ~o~y,OF SOUTy06 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P 13G. [ ] FOUNDATION 2ND [ ] IN AT ION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~3 -3 INSPECTOR I/ / SO TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: '`''/C--'~AC 60 DATE INSPECTOR OQ SOUIy~ ti 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 ~Q ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) /REMARKS: r ~ -O DATE -Z INSPECTOR FIELD MEWN DATE COMMENTS / ! O~ ~ ~1 eroa FOUNDATION(1ST) wak FOUNDATION (2ND) V ~ t+f ' z C ROUGH FRAMING & y\ y PLUMBING Cl. 1 a7 W LAS 1 INSULATION PER N. Y. j STATE ENERGY CODE Y'A -)-r Jai FINAL 7 / ADDITIONAL COMMENTS z 3 - - z /re- L~GG- O z d ~a TOWN OF SQUTWOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20 a ti Single & Separate Stonn-Water Assessment Form or~~ D Contact: Approved Mail to: Disapproved a/c f~ (JkQ,,-- BLDG. DEPT. TOWN OL SOL'1HOlD Phone: Expiration 7 17 , 20_Z)4 Building Inspector APPLICATION FOR BUILDING PERMIT Date 2012 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing codjagulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature o a icant or name, ifa corporation) i 0 (3~0)C (n 0 Z, cs/Kmoc v1r t`_ j (Mailing address of applicant) k ( State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises D ya 9y A (A 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.(o~- (x(L Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wo k will be done: ~ 1 61, ~ r4 House Number Streets Han et County Tax Map No. 1000 Section Block 0 1 f Lot Subdivision Filed Map No. Lot ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Sy ~'z - r.sL' b. Intended use and occupancy Satvs"y 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 traits 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH C Notary Public, State of New York No. 01BU6185050 (S)He is the @a+emreainSuifulk cW1It ry~N (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14, 2L& 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. Swornto before me this Y?1 day of~ 20 M f' n-l h U/z~' Notary Public Signature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 18, 2012 To: Bay Creek Builders for Diane Ryan P O Box 602 Cutchogue, NY 11935 Please take notice that your application dated September 11, 2012 For a partial demo & additions & alterations to an existing one family seasonal dwelling Location of property 320 Fleetwood Road, Cutchogue, NY County Tax Map No. 1000 - Section 110 Block 4 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 28,821 sq ftlot is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are reco nized by the town under 280-9, are nonconforming & have not merged pursuant to 280-10 " For lots between 20,000 & 39,999 sg ft the required front yard setback is 40' The proposed additions indicate front yard setbacks of 12.9' & 31.1 F on this corner lot Authorized Signature BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson OF SDUTjyO/ 53095 Main Road • P.O. Box 1179 p Southold, NY 11971-0959 Gerard James P. . Gce Goe o, Jr. * Office Location: hringer G C Town Annex /First Floor, Capital One Bank George Horning oQ ~O 54375 Main Road (at Youngs Avenue) Ken Schneider a,./COU Southold, NY 11971 bttp://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 - - FINDINGS, DELIBERATIONS AND DETERMIN TTION J MEETING OF NOVEMBER 15, 2012 rin1/ 2 0 2012 ZBA FILE 6601 I NAME OF APPLICANT: Diane Ryan SCTM#1000-110- -13 L PROPERTY LOCATION: 320 Fleetwood Road corner Hamilton Avenue Cutcho e NY ( ) g m.. nltaoID SEORA 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. 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: Subject property is a non-conforming 28,821 sq. ft. lot located in the R-40 zone district. It is improved with a single family dwelling with 171.36 feet along Fleetwood Road, 150.71 feet along Hamilton Avenue, 150.00 feet on the southern property line and 233.57 feet on the western property line as shown on the site plan & foundation plan prepared by Kevin P. Bertolini, Architect dated 12-14-2011 last revised 10-1-12 as job #1112. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's September 18, 2012 Notice of Disapproval based on an application for building permit for partial demolition and additions/alterations to an existing single family seasonal dwelling at: 1) less than the code required front yard setback of 40 feet, both streets on this corner lot. RELIEF REQUESTED: The applicant requests relief from code section 280-124 which states "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10". For lots between 20,000 and 39,999 square feet the required front yard setback is 40 feet. The proposed additions indicate front yard setbacks of 12.9 feet and 31.11 feet. i FINDINGS OF FACT/ REASONS FOR BOARD ACTION: i The Zoning Board of Appeals held a public hearing on this application on November 1, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-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 house and the existing setbacks have been in place since before 1977 and the small addition proposed to the dwelling, in the existing non-conforming area of the lot, Page 2 of 3 -November 15, 2012 ZBA FileN6601 -Ryan CTM: 1000-110-0-13 will be in keeping with the existing architectural construction of this house and with the surrounding homes in the neighborhood. 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. Due to the existing location of the dwelling, any additions to the front of the dwelling would require variance relief. The applicant wishes to construct a covered porch addition so that she may take advantage of a water view from her property. The proposed location is the only logical location to integrate a porch into the existing flow of the house. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 67.4% relief from the code on Hamilton Avenue and 22% relief from the code on the Fleetwood Road. However, the applicant's builder, Bay Creek Builders LLC, has submitted to the Board, a listing of homes in the neighborhood with similar non-conforming setbacks. In addition, the proposed covered front porch is only 193 square feet in size with only 65 square feet beyond the code required front yard setback on Fleetwood. No change to the existing non- conforming setback on Hamilton is proposed. 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. The applicant will be required to comply with Chapter 236 storm water code and the Suffolk County Health Dept. regulations. 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 a covered porch 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 Dinizio, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variances as applied for, and shown on the site plan & foundation plan labeled A1.1, dated 12-14- 2011 last revised 10-1-12 as job #1112, and the Floor plans labeled A-2.1 last revised 9-5-12 and elevations labeled A-3.1 last revised 9-5-12 prepared by Kevin P. Bertolini, Architect. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Arty 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 minimts in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3 - November 15, 2012 ZBA Filek6601 - Ryan CTM: 1000-1104-13 Vote of the Board. Ayes: Members Weisman (Chairperson), Goehringer, Dinizio. Absent were Members Schneider and Horning. This Resolution was duly adopted (3-0). r ` Leslie Kanes Weisman, Chairperson Approved for filing ///a? C /2012 f JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: December 4, 2012 To: Town of Southold Building Dept Re: Septic Inspection Ryan 320 Fleetwood Rd. Cutchogue, NY 11935 To Whom It May Concern: This letter certifies that the existing Septic System is consisted of a precast 1000Gallon Septic tank and 1- 8' x 12' precast leaching basin. The system is in good working order and functions properly, and is of pro a ize for a 3 bedroom home. Any questions feel free to call. S cerely, .4 Of NEN' 1 1r~p`c~~ Dktq~0 G * es J,.Deerkoski P.E. a r W 0 W CFO ~0 0725 pROFESSIONP ~ J 17 DEC - 5 2012 I ~ ~J Town of Southold - Chapter 236 - Stormwater Management wl~ pp SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT MAME: Owner •Agwlt• Consultant • Contractor creditor Otis ON) Properly DWNER: d Dllunat then Applicant) w Add C Address: 0 Ci C2 n R- 3 t if FUR I Telepltp -G x- F "L-6Z Telawm / i . E-M L E. Wti: Pmprgr Ad Brief Description of Conflim lion Acti,4, Proposed Structural 211&ps, Soil S.C.T.M.O. 100o Stalo6radon BMWs, Project Scope and/or Segmrce of Comtrumon Acti* DWq Adbn • IParYI~a/MAYIUaI PapasNZe-lea) Mameof Contrsbrandlor Contact Parson RrPo 310 3rlnplemrimbmefSWPPP: rte: " I. ~2 r F J Telepham Fuk E-MS3: 1. Name of Persons Responsible for Inslelladon 6 Maintenance of Emlon Contret Praha: po?6 Atzc-AWAJ TalophrwC Falk E - Mall: TotalAmofAt ~ • Total Arse of Lend Clearing Project PirOeh:~y g,dfOromand DlalorlnflCe: la F.lbs) tHf. feexl . Project Duration: Stan End i WOdpated) 170 aelr. r . I~ rose: tjj~jL if INMMdn.kwrnnl _ 1 - - I yylll this Project Disturbs five (5) OF More ACreS at Amy Ong Time During the Proposed Development? Yes Ro IF YES: Plan Anewr No Follnuantil . ~ . a. Does the Applicant have a DualRled Inspector On Q Staff To Conduct the Required Inspections ? Yes No It. Does the SWPPP Indicate Haw Frequently the Site List the NAMES r deaapaon of all Pottrntisl Q Q ly Irepssled Wabrbpolsa arrdNrwellands: Inspections will Occur and for What Period of Tine ? Yes No drf °r c. Does the SWPPP Adequately Identify All Temporary = Q and/or Permanent Soil Stabelization Measures? Yes No d. Does the SINPPP Adequately Idenb7y a Complete 0 Project . . _ Plan ? YES No e. D s the SWPPP Indicate Additional Site Specific F-1 soma of enpxntl waNrbaay: (ag.7MOL, 303(d) Listed, anpsind-J r--1 I l be Utilized O Applicant Submitted a Completed DEC Notice I. Has ~ ) tTj~R nps,Y ad W eudwdy fag take, Cme a.bey. Pond, Sound. Fn Practices f Intent tenl diSWl PPP Accepta torl~ FOfm for Review, ehnrer Misdeed by the Town on Southold ? Quality Water ? O YeYm; s O No STATE OF NEW YORK, L COUNTY OF ._~Tr..b!!...... _ SS That I, P.`?La of I....... / - ' being drily sworn, deposes and says that he,/she is the aPPGcant for Perini6 (Nam dNtlMduel elgmm~ . And that he/she is the .._....i •Jp.!!et 1.................................................. (0unsr,Cmbatlor. Aym gtlmn etej Owner and/or representative of the 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, slid that the work will be performed in the manner set forth in the application filed herewith. ~ Sworn to before me this; 1:2. /day of 201' Notary Public: -N.r~(AA.Q.ara • ((VIII sgne ue aAppe am) I- A-09*0 SWPPP Assessment FORM: 03-12 Notary Public, State of New York No.6163270 aualified in Suffolk County Commission Expires March 19,20 selrseea.>r.r ~ ----a¦~~-- EO. ear l e79 .%UOIA d. NY 11971-Kip BUILDING DEPARTMF14T TO" OF SO[TTKOM Aopl lcaTiON FOR ELECTRICAL INSPECTION rn~ESTE~ BY: T oa1e: ; 3 Dune: Na. 7 NI F o, / f 193.- No : G? 1 3 J-2-710 14A,5-1b LA N IV JOBSITE INFORMATION: ('indicates required information) 'Name: 1,9 n •Addrm: _3 2-o tJ-tk` *Cm" Street (boa... •FMwne No.: Z o P~ No.: 3773 Tax w1ap DwAct ti000 See logy: 1_0 - Block: _ Lot: 3 •BMEF DESCRIPTION OF WORK (PWM PrW CleadY) (PMMIS CNeb M Thot AppM Is I* CogY for ktepsawn: YES I W lyh Vn FMaI To you used a Temp Csrtfflcs*: YES NO Tomp M "Now (tt me"o •S,,j. Sbte: ® 3F4 ~aee 100 150 00 300 350 100 Other Now seWloe: Re-connect underground Number d Melees d AddMond WdomoVon: PAYMIEM M& WVM AMLIGIX" r / I ~G5 - e7 R~pieM Ibr N rYw~ Fom C o / 4W` err. tidy ~ y ~ ~ . all. Fr + i i ai; i. l 'w :f r 4 t {r „s t n i. . 4~:•~x .bra; _ly.~~-~.: ~ ?.:=''~h~l~tw"y+Mj~`j.~wh~.~~n.~,~taw ~.nl ~ - ~ _ .m . 3 ,r- p1ri i 1 r • as ~ . 1 r~ ~ - - R - ok Aw 4 old y 4 FY ' a _ M A i 1 ~T B 4 ~ ~ r 7 4 r 4~•' t it. .ti ~ S 1 F Lk Asia - _ s Y - 't m l~ Y!f , Y . a ~a TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ? D V/ILILAGE / DISTRICT SUB. LOT #.?z oJ~ ~ Q e,o 0 l.. v fC A 0 V e- ea va, FORMER OWNER N E ACREAGE c {I -oc f-r * Drs r an S W TYPE OF BUILDING ~6 i aF ~lE f3, SCN+PoE~tR ~ ~'`r.~-r~~ ~ RES. SEAS. VL. FARM COMM. I IND. CB. MISC. Est. Mkt. Value ;OK LAND IMP. TOTAL DATE REMARKS p f1 4/~I 400 946 a9/77 n+ r cYF/'J. SCHXOEPLR /o R.ScNA geg o oes p 33/ 0 00), 3 6 6 P.- 4 0 o dal/9-7-j- l 18a 7& ro&i S- 2~ #or5. -1'0 36 6 o 9 ° /~z a & - 3 - ce(? SS 51, Qs 1 (00 1-I0© Loon I 9Jq 8- L I a 50 Z(- 90P /1 &.q ii - 5 - n C~ I 08 - 4rna 1A te. e Lf-&V 44 /1 r !JS lr e es AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD S f Tillable 1 Tillable 2 ~ De hveka 2 Tillable 3 Woodland /~O Ci ~d 9 6 O Swampland a / S.~ a p i Brushlandv 3 D9 House Plot Total -17 Aqk) ;N g i i I t T ~ I I I I I ~ ~l ~ t ~Irt I ' - / fro= i ,~t.~.L 7 lr y,,. I Fix M. Bldg. Foundation ~'b S Bath T~ I Extension Basement v Floors ~/V I Extension 9 L /!3 g Ext. Walls Interior Finish ~1 it /VO Heat Na Extension SS l0 2 DI /390 ;Fire Place I f Y' PorchRoof Type /o2c~ Jy v3 1 /d L X (L Porch Rooms lst Floor i Breezeway Patio Rooms 2nd Floor Garage Driveway Dormer o. B. 4q s~ ioa ~ I O llnv~~ z~ KEVIN P. BERTOLINI AIA ARCHITECT TRANSMITTAL SHEET TO: FROM: Patricia Conklin Kevin Bertolim AIA COMPANY: DA'FL!: Southold Building Department 1/7/2013 FAX NUMBER: 'FO'I'AI. NO OF PAGES INCLUDING COVER: 631-765-9502 2 sets & cover PI [ONE NUMBER: SENDER'S REFERENCE NUMBER: RE: YOUR REFERENCE. NUMBER Updated plans for the Ryan Residence ? URGENT XFOR RF.VI EW ? PLEASE COMMENT ? PLEASE REPLY ? PLEASE RECYCLE NOTES/COMMENTS: As per our phone conversation enclosed are the updated plans for Diane Ryan, 320 Fleetwood Road, Cutchogue. I have also enclosed a rescheck form for the entire dwelling. If you have any questions don't hesitate to give me a call. D Er. rc oW F BUN, DPPT, TMvni Or SOUTHOi_D Date 5 /3 File # TOWN OF SOUT//HIIOLD COMPLAINT REFERRAL FORM Location of Complaint: ? 30 WE51 AA)7) 4gb,,Ot~lh )1 SCTM #501. - -ail Property Owner: G/en d 7heeosA n'Q&e-1Q/ Phone Address:? Y `/2ST?4 Venue 4CL . 1518 NATURE OF COMPLAINT: I L AJ 64 f'&A4 BLDG 5 t T,~V- ?5 5a U a n+v n~;.,~t,h~i2S n(~C,~niS2ty S~Bti1S -~y 1Je- -0CLL21~- D pow, 4 P zi` 3'7 7 3 ACTION TAKEN: rs oree-r- 3 7733 Optional: Complainant: By Phone mail In Person_ Address Phone: Report Taken By: Date Date Referred to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: SO~lyOlo Town Hall Annex yy yy Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 ~c P.O. Box 1179 Southold, NY 11971-0959 A.W N BUILDING DEPARTMENT TOWN OF SOUTHOLD March 3, 2014 Ronald & Diane Ryan 1578 Oxford Rd Wantagh, NY 11793 Re: 320 Fleetwood Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. 1 Final Health Department Approval. { Plumbers Solder Certificate. (All permits involving plumbing 411184) Trustees Certificate of ComQllanse- tees'. {~Tt1~ Trustees # 765-1592) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37733 - Addition/Alterations N FLEETWOOD ROAD (171.45' MAP 171.36' ^ t N. 86040'00" E. a.C - anon. {no~(GroFe^ ~ ~ , ® L1 ~ yR's w e T z° 2- 1~ Lod s ox r ~ op y%, no ~ ,n5n~d as ~qP Vc / \ y4 c ~6 I a t„r p.9 p. OZ ~0 50• SURVEY OF LOTS 22, 23, & 24 incl. "RA VATOAE REAL TY CORPORATION" FLED DEC..2Z7930 AS MAP NO. 538 AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. 1000-110-04-13 Scale: 1" = 40' ABSTRACTS, INC. Jan. 8; 1997 12-65776 S~ Ot%OFD j~ yo AREA = 28,821 sq. ft n rr to ANY ALTERATVV OR AOD/TKW TO TMS SIMVEY IS A VlOLATVN I '~Y OF SECTION 7209 OF IW AEW YORK STATE EDUCATION LAW, EXCEPT AS PER SEC710M 7209-"INVISION 2. ALL CER7MTANS C(Y A!O. 436/'- "ON ARE VALV FOR TMS MAP AND COPIES THEREOF ONLY F <93 SAAR MAP OR COPES BEAR THE AONESSED SEAL OF THE SUNEYOR PECONIC S- #WSE 96YA ARE APPEARS /EWOA( (5! 6) 765 - 5 , ALIDITIONALLY TO COMPLY VrH SAD LAW THE TERM ALTERED BY' F. C. BO," .)09 MUST BE USED BY ANY AND ALL RRVEYORS UTUM A COPY 1230 TR/+'~'F!,r STREW OF ANOTHER SLRVEYORS MAP. TERMS SUCY AS INSPECTED' AND 501..ITHOLD, fv: Y. 1.4; IBROUGH. -TO-DATE' ARE HOT M COWIANCE 07TH THE LAW. 96 - 314 REScheck Software Version 4.4.1 Compliance Certificate D L dAN -8 1013 Energy Code: 2010 New York Energy Conservation Construction Code 6L00 DEPT. Location: Suffolk County, New York T01 Y1- 0. jn-ITgOLD Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Diane Ryan Kevin Bertolini 320 Fleetwood Road Kevin P. Bertolini AIA architect Cutchogue, NY 11935 14 Coma Street Dix Hills, NY 11746 631-254-0087 Compliance: Passes Compliance: 1.7% Better Than Code Maximum UA: 300 Your UA: 295 The % Better or Worse Than Code index reflects how close to compliance th house is besed on code trade-off roles. It DOES NOT provide an estimate of energy use or cost relative to a minenumcode home. Assembly Area • • Door Perimeter J-Factor Ceiling 2: Flat Ceiling or Scissor Truss 1553 30.0 0.0 54 Wall 1: Wood Frame, 16" o.c. 1500 15.0 0.0 93 Window 1: Wood Frame:Double Pane with Low-E 211 0.310 65 Window 2: Wood Frame:Double Pane 35 0.350 12 Door 1: Solid 40 0.500 20 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1553 30.0 0.0 51 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ~EpE. 1Levt.1 i"~,i=eT~U1.lt - A ~ - I ^7x13 Name - Title Sig XNA Date 1 iF ~E Project Title: Report date: 01/02113 Data filename: C:\Users\Kevin\Documents\REScheck\Ryan.rdc Page 1 of 1 53'-6" 5,4 5 -51e" 42'-7728" 5'-%' 8'-6" 8'-6" 8'-6" 4x4 TREATEDP TON I \ 12"tlIa SONOTU IF - BELL BOTTOM TO 16 tlIa X86 FTw (3) M TREATED BM A (3)2X8TREATED BM (3(2XB TREATED BM (3) W TREATED BM~q~- (3J 2xe TREATED BM ~...g~ 0, 004 17 /f 17 TRENCH FDTN- PLUMBING \ 0040 ~P IP" MONOLITH IC E POURW MONOLITH IO POUR wl \ Roq \P , INSLO ER AREA 70 REINF SLAB- PITCH SLAB ALL PLUMBING WASTE IN SHOWER AREA TO & WATER LINES NEED DRAIN DRAIN TESTING BEFORE COVERING ~I O (2) 2x10 TREATED BM (2) 2X70 TREATED BM - / (2(2x10 HEATED BM (2(2x70 TREATED BM (2(2x10 TREATED BM / (2(2x70 TREATED BM / (7)2X707 SEATED BM PLUMBER CERTIFICATION I\ . ON LEAD CONTENT BEFORE m mp CERTIFICATE OFOCCUPANCY I ~ m W e SOLDER USED IN WATER I \ o ~ VENT slack SUPPLY SYSTEM CANNOT N wau EXCEED 2110 OF I % LEAD. FI 12'dla SONOTUBE-BELL BOTTOM TO 16" dIa . (z~acto7F (2) 200 TREATED BMA/y~ -A A10TREATED BM / (2) alOTR TED BM I2)2x7UTREATED BM (2) 2x10 TREATED BM /B\ (2)2MOTRBi1TBmBM& OCCUPANCY OR 0 I USE IS UNLAWFUL ~ . ml BI 24'-QV," EXISTING DWELLING WIDTH 3'-636" 13'-23§" 12'-(4" 1,1JITI-101 UT CERTIFICATE 6'-73§" 6'-136" m I \ I 2X8 TREATED LEDGER - A A a F 0 I I . I I r (2) 2x10 TREATED BM ^1_ (2) 2X70 TREATED BM N6TREATEO LEDGER APPROVE0;,I3 P!u1 4 03 cli FEE /31__ Y - I~ 5xl6VENT I I I I I I I I NOTIFY BUILDING DIET .,,I n-41 IT I I W ASSU MED BM LOCATION O.C. TO VERIFY 7®gy=1002 0 AM TC) 4 Tr,i r-oI, TiT- LOCATION - G 0 TO INSTALL NEW 72dla ONO T FTG BELOW POST I I I I LL EXIST WELL TO BE CAPPED - NON WORKING PUMP TO BE m I I Bxi6VENT I I ~i 306VENT FOLLOWING INSPFr I IrjrI , D RELOCATED ON DECK VERIFY LOCATION IN FIELD a 1 FOUNDATION =TVVaErouIRFD FOR POURED UDar-,G I l- 2, MUCH =FRAMINC PLUMNNpO, / I I I I I I I 'Z~ q STRAPPING, ELFUTf;ICAL 9 CAUL %G W I I > PLUMBING FROM I d NRLLATION ABOVE TO TIE INTO \J I ((12x10 L _ 2x8 TREATED LEDGER - _ - I I I NEW SEPTIC SYSTEM TREATED 13f 2x10 TREATED BM - CO B ° 4. FINAL: CONSTRUCTpION E ELECTRICAL MIAT BE COMPLETE FOR O 0. ' I Q I - - - ALL MINSTRUOTION SHALL MEET THE NLQUIREMENTS OF THE CODES OF NEW CLEM CLEAN-OUT TVP AT ALL 1'-01 I CO. ~ I14 -6% 11-4}X4 I _-L YORK STATE NOT RESPONSIBLE FOR N 501 BENDS & INTERSECTIONS NEW FOUNDATION WALLTD IN SOIL LINE ENCASE & BE DOWELED INTO LL _\I 11L DLbION OR CONSTRUCTION ERRORS, Z ENO: EXIST CONIC PIERS 7* I I RETAIN STORM WATER RUNOFF '-lY' 7-174" T-1k2" T-1}'x" I PURSUANT TO CHAPTER 236 Gl/ I OF THE TOWN CODE. J I •i (3)2d TREATED BM F ,(3)2xREATED BM r (3)2x12 TREATED BIM F_ -1 (3(2x12 TREATED BM a M EXISTING CRAWL _ I SPACE TO REMAIN r3X 4ACCEWSTO I I L - J CRAWL SPACE LJ I 2"CONIC SLAB ON 6 MIL POLY V B O N U " DOORR'ANEL o°I ILU = ~ WELLCOMPACTED SAND&GRAVEL FILL I ELECTRICAL iA I I = "i 3xl6VENT INSPECTION RE'QU9 RED I I V" do STD STL COL PAINTED ON 8x87 Y" I I Bxl6VENT jm3 BASE PLATE,& DXBXY"TOP PLATE CIA zl \ I~N ( I 2-0'q x 1'B°d I I _ CONIC FTG _ I (3)2x1 TREATED BM+ (3)2x~ 12 TREATED BM (3(2x12TREATEDBIM (3)242 TREATED BM 9-5-12 PRINTEDFORPTLING co I L_J L_J L_J 5-30-12 TEWSEDEXPANDEDLAYOUT I n n I Bx16 VENT) PLUMBING FROM ABOVE TO TIE I I 32 X24 ACCE Ownershlo and use of Documents Drawings and spealfaallona as isomers of I INTO NEW SEPTIC SYSTEM I I NEW CRAWL 32 X24 ACCESS TO pmlawlons write, are antl shall rameln Iha pmpady of the Arel These documents NEW CRAWL WI shell not ba uwd in ped crwhcle, for eny other piled o purpose, by any other padlea I DOOR/PANEL Ihan (hose eulhorixed by wnhed, wihovl the wHlen euthcnzalion of the NChHacl of I I I Ri It is a voNllon of the law Tor any person, unlaso adeg under the duecllon of a Ilwnwd I I I I I t Archltad to after an hem on the drawing in anyway. If an Item has been altered, The I mining Anal shall allu his wal to the attention and not.'allared by lalhwad by he a,moura and data of the ellaration . \ \ 2x8 TREATED LEDGER CO 8x16 VENT D..g : E m EDGE OF EXISTING Site Plan & Foundation S 57° 45' 00" W 150.00' m o too °w DWELLING WALL Plan 0 m F F Vl (3) TREATED B Proposed Addition & Alteration for Mrs. Diane Ryan (2) 2x10 (2) 2x10 TREATED BM , (2) 2x10 TREATED BM "r 320 Fleetwood Rd, Cutchogue, NY 11935 1% A .Indite t 631-254-0087 55_x„ 5'_4)¢' Kevin P. Bertolini AIA A r c h i t e c t Uf FOUNDATION NO ATION NOTES 14 Corsa Street, Dix Hills, NY f746 1. CONCRETE: All concrete shall attain a minims Ih after 28 days. Newly poured concrete 1 FOUNDATION PLAN entrained) compressive strength after 28 days. Ne shall be kept from freezing and allowed to cure in a allowed to cure in accordance with Scale: ~p Da¢: A. A-1.1 American Concrete Institute standards. Garage SI strength st dards. Garage Slabs shall has 3500 psi d NOTED 12 - 14 - ob No. : 2. All ring ng capacit capacity sof hat onne e ton per er n t undisturbed virgin[ o square foot. (Grad be shall attain a minimum of 3000 psi (air undisturbed virgin sail having it minimum RED A J 111a. (Graded sandwich gravel) 8fCK bee minim minimum o of f S 3'to ta 4'helow7inish 5hest Numbin suitable sand antl gravel soil. Maestri shall be 1 in 3. termedtate grade SO deformed bars, Ali to Td American Reinforcing Concrete Institute meters lap on all splices. UNDER FLOOR VENTILATION REQUIREMENTS bea UNDER FLOOR VENTILATION BETWEEN BOTTOM OF FLOOR JOIST AND THE EARTH UNDER ANY The bottom of all footings shall be a minimum of 3' grade. All footings shall bear on suitable sand and BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL BE PROVIDED WITH VENTILATION pitch ratio far stepped footings shall be 1 in 3. OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR SPACES.THE MINIMUM NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQ. FT. OF UNDER- 3. All reinforcing bars to be intermediate grade BE American Concrete Institute and American Reinder FLOOR SPACE. EACH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF standards Minimum of 30 diameters lap on all splk Al I I 1. THE BUILDING. TOTAL AREA MAY BE REDUCED TO 1/1,500 IF CONCRETE SLAB IS INSTALLED 4. Sill anchma in all foundation walls shall be 518 on walls shall be 519' diameter with ~Maximum of 3'-0' on center and maximum t of two baits per member Mau G' es side WITH VAPOR BARRIER, Tx3'xsV ' washers and bolts Maxrmum of 3'-D" c ALL CONSTRUCTION DEBRIS IS TO BE TOTALLY REMOVED FROM ALL UNDER-FLOOR SPACES e" from each corner. Minimum of two bolts per me of joint m sill plate. All sills to be pressure treated It is pressure treated lumber, have sill BEFORE BUILDING IS OCCUPIED. Insulation and 2oz. copper termite shield, as per a penes atlon into concrete nits shield, as per bade. Minimum 9' 11LE OF TIES BEAM and STRUCTURAL DESIGN LOADS SCHEDUILE OF T 12" EA 6v STRAP TYPICAL CONSTRUCTION NOTES ROOF LOAD - 20PSF LIVE AND 30 PSF DEAD LOAD = 50 PSF TOTAL LOAD LOCATION TIE MANU. NO. SF & NO. SPACING NAILING 01~ 0 RS ASPHALTIFIBERGLA555HINGLES TO MATCH RESIDENCE ON TON END BUILDING FELTON 114' EXTERIORGRAWAL?WOODSHEMBIING PUSHING ALL FLASHING TO BEA-UMINUM UNLESS SPECIREIOBHERWISE, PLL UPPER BEDROOM FLOOR LEVEL - 30 PSF LIVE LOAD AND 25 PSF DEAD LOAD FOR 55 PSF TOTAL LOAD (RAFTER TO RAFTER SIMPSON 1111 1s"Wc GALVMTLSTRAPC57D 20 16"olc(ea stud) SAtl EA ENU ° FLASHINGATROOFANALLINTERSECTIONSTOBESIEPA HINO,MINIMUMB- MAIN FLOOR LEVEL - 40 PSF LIVE LOAD AND 20 PSF DEAD [LOAD FOR 60 PSF TOTAL LOAC RAFTERIPLATEISTID SIMPSON HPA EARA EARAFTER 6Ad x 1X' TO RAFTERS', 2-Bdx1 y ONVERTIMSURFACE.ALLWINDDW570MWSUPMBS HFA9 FLASHING, ALL WE5 TO UEFLASHED AND WMEAREINFORC®iOWPSDGE DEFLECTION- ROOF IS DESIGNED FOR 11360 SPAN TYPICAL TO PLATES, 6-B.xi Y' TO STUDS PROVIDE ICE WATER SHIELD AT VALLEYS AND ENVES MIN 2C PACT NSDE FACE OF WALL FLASHING AT CHIMNEY TO BE 16. COPPER STEP POACHING FLOORS ARE DESIGNED FOR 11400 SPAN B - adx 1 117 TO RAFTER WITH THPU WALL COUNTER RASHING, EXTERIOR WALLS ARE DESIGNED FOR 110 MPH WIND LOAD FOR UPLIFT AND LATERAL LOADING PORCH RAFTER TO BM SIMPSON Hm EARA EARAFTER 8-Edx1 i2"TO PLATE EXTERIOR WLLL VINtt SIOINOON IM BUILDING FETON 114' EXTERIOR GRADEPLYWOODSHEATHINGON4'rcTSR SATIVOlc WRHn4'G1 SEE FLOOR PLANS AND SECTIONS FOR HOLD DOWN CLIP SCHEDULES SIMPSON A06 PORCH BM TO POST EAPC EAPOST A06 14-1608EAM,W6d POST *SIMIPSON H110 @16"O/c FIRESTOPPING AT B'-0', R-16 HIGH OENCIIY FlBERGLASS'BVITINIUUTION Bi@' THICK WITH VAPOR BARRIER-1/4' GYP BOARD INTERIOR SWRFACETAPE AND 3 CDATS SPACKLE SAND SMOOTH- TOM R GYP, BOARD INBATH, 50' CODE REFERENCE STANDARDS SILL TO FOTN ~e"dia'J' SIMPSON LBPS % ANCHOR BOLT w/ BEARING PLATE 36"w )LT w/ 36"olc WONDER BOARD BEHIND ILL 4RING PLATE INTERIOR WNLL 1IY GYP BOARD SCREWED TG SxV STUDS AT I6.0a UNLESS NOTED OTHERWISE WITH 2W DATA. TAPEAND 3 COATS WRONG PER NEW YORK STATE INTERNATIONAL BUILDING CODE REQUIREMENTS, THIS 2001 HIGH WIND (EDITION EACOF OF THE WOOD FRAME CONSTRUCTION MANUAL (WFOM) FOR ONE AND TWO FAMILY DWELLINGS PUBLISHED HOLDmWN slMPSON HD6A P PRS EACORNERSEASIDE "diaATRANCHOR PORCH RAFTER PLATE CONNECTOR F FRENCH DR OPNG 3y~"dia MB TO STUDS SRAM SMOOTH- 518' M R GYP BOARD INB4TH515' WONDERBOAROBEHIIO TILE BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND AMERICAN WOOD COUNCIL HAS BEEN USED AS THE REFERENCE STANDARD FOR THESE DRAWINGS. RAFTER TO RAFTER CONNECTOR N N ECTOR FLODP NG: NflG1 oqN 0.00RING TO MATCH ON ifiX FELT ON SM' PLYWOOD SUB FLOOR BATH CERAMIC TILE ON 1-MUD BASE ON VV PLYWOOD SUB R000. PLYWOOD SUBRIbH SHALL BE GLUED i SCREWED TO ROORMISTSUZEA SPACING NOTED ON PLAN, FJ TO BEBWWEOATMIDSPAN WITHMR NAILING SCHEDULE FOR 110 MPH WIND ZONE TENSION TIES, AND BLOCKED OVER BFAMC INSULAIION'•CEILING R-30 HIGH DENSITY FIBERGUSSBATTINSUTATION WITH KRAFT FACING 81' THICK UNLESS NOTEDOTHERWISE ROOF FRAMING Nores Simpson Strong-Tie CEIUNG' 114' GYP, BOARD SCREWED TO CEILING JOISTS. TAPE AND]NNTS SPACKLE SANG SMOOTH (AILING; SEE DETAILSECTION FORINAILING INFORMATION 0. ABU66 SIMPSON H2 TIE@1Tot FASTEN EIITERIOR WOODWORK ALL PATRIOT WOOD TRIM TO BE 1rc PVC 71M SHOICFASTEN], BOARDS Joint Description Number of Nails Nall Spacing 1. ALL TIES ARE IN ADDITION TO FRAMING NAILING; SEE DET 2. ALL LUMBER TO BE DOUG FIR - LARCH. To RAFTERS A TO STUDS wl (6) Ed TUDS wl (6) 8d BLES 32A &3.28 INWFCM MANUAL FOR ONE AND TWO NAILS EACH RAFTER TO TOP PLATE (TOE-NAILED) (3) Ed nails Per Rafter 3. ANCHOR BOLT SPACING TAKEN FROM TABLES 32A & 3.281 FAMILY DWELLINGS. CEILING JOIST TO TOP PLATE (TOE-NAILED) (3) Ed nails Per Rafter 4. ALL CONCRETE TO BE 3iA00psi CONCRETE. B'MINIMUM SIDECOVE 5. ALL ANCHOR BOLTS TO BE 16" L' TYPE OR SIMPSON SSTB i SIMPSON SSTB WITH SIMPSON LBPS 5/8 T X 3" BEARING CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) -2B'-O'Span (5) 1Ed nails Per Heel Joint Splice PLATES MIN. 6" FROM CORNERS, MIN,2 PER SILL; MIN. IMBE ER SILL; MIN. IMBEDMENT 8".~•~''r e1. 4 iCONTACT WITH ACQ TREATED LUMBER MUST BE CEILING JOIST LAP'S OVER PARTITIONS (FACE-NAILED) (5) 16d nails Per Lap 6. ALL METAL BRACKETS AND FASTENERS IN CONTACT WITH DOUBLE-DIPPED HOTHGFALVANIZED OR STAINLESS STEEL. UNLESS RAFTER PLATE STUD CONNECTOR COLLAR TIES TO RAFTERS (FACE-NAILED) (4) 10d nails Per Tie 7. DOUBLE TOP PLATES SHALL BE (INSTALLED WITH OVERLAF iD WITH WITH OVERLAPPING CORNERS AND INTERSECTIONS POST TO SONOTUBE CONNECTION OR WITH BEARING PARTITHO.NS, ENO JOINTS IN TOP PLATES S IN TOP PLATES SHALL BE OFFSET 24" MINIMUM. BLOCKING TO RAFTERS (TOE-NAILED) (2) Ed nails Each End US METAL CONNECTORS AND THEIR INTENDED LOCATIONS RIM BOARD TO RAFTERS (END-NAILED) (2) 16d n211S Each End NOTE DETAIL SECTIONS INDICATES THE VARIOUS METAL CONNE SIMILAR CONDITIONS ELSEWHERE ON THE STRUCTURE SHALL US[ ICTURE SHALL USE THE SAME CONNECTORS. DOUBLE TOP PLATE TE WALL FRAMING Joint Description Number of Nails Nail Spacing TABLE 8301.7 (RESIDENTIAL CODE 1 ENTIAL CODE OF NYS) SIMPSON CS-20 1 1 /4"x20ga HFASTEN EADER KING STUD tm NAIOLS @ NO TO EA G NAILS Q a,b,c STRAPS @16"o/c. FASTEN 1X' arc MIN -IMM EDGE EDGE TOP TO TOP PLATE (FACE-NAILED) (2) 16d nails Per Foot ALLOWABLE DEFLECTION OF STRUCTUR STRUCTURAL MEMBERS W/ 18- LENGTH 10tl NAILS CUT CLEARSPAN +21" DISTANCE SHALL BE BE ' TOP PLATE @ INTERSECTIONS (FACE-NAILED) (4) 16d nails At Joints - Each Side ~[LED ALLOWABLE DOUBLE JACK ITUD z)1vn^zoyacolED STRAP BY SIMPSONwI UON wI (TRAP STUD TO STUD (FACE-NAILED) 16d nails At 24" c/o STRUCTURAL MEMBER DEFLECTION 1410dNAILS EA STRAP SIMPSON LTP4@16" DOUBLESLL FULL HEIGHT KINGSTUD >N 3:12 WITH NO 11/4^x20De COILED JGSTUD HEADER TO HEADER (FACE-NAILED) 16d nails At 16" o/c Along Edge RAFTERS HAVING SLOIPES GREATER THAN 3:12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS Is U180 STRAP BYSIMPSON FASTEN DBL SILL TO STUD WI TOSTUD W TOP OR BOTTOM PLATE TO STUD (END-NAILED) (2) 16d nails 2x4 stud INTERIOR WALLS AND PARTITIONS H1180 8" CONCRETE FDTN WALL 8UPSON HH4~wlziCdx t To STUD a 4-1IX1 x114" TO SILL L10dx I I X" TO SILL (3) 16d nails 2x6 stud FLOORS AND PLASTERED CEILINGS U360 (4) 16d nails 2x6 stud ALLOTHER STRUCTURtALIMEMBERS U240 STUD TO RIM JOIST/RIM JOIST TO SILL TYP OPNG CONNECTION DETAIL UL BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, (2) 16d nails Per Foot EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH JCCO FINISH H1360 NOTE'. FASTEN STUDS AS PER NAILING SCHEDULE E END JOIST, OR BLOCKING (FACE-NAILED) FOR STUD TO STUD CONNECTIONS AND STUD TO EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES 3RI17LE FINISHES L/240 PLATE M SILL FOR KING STUD FLOOR F R AIM I N G EXTERIOR WALLS -WIND LOADS WUHI'LEXIBLEFINISHE a. 1EXIBUE FINISHES U120 Joint Description Number of Nails Nail Spacing NOTE; L= SPAN LENGTH(, H=SPAN HEIGHT a. THE WIND LOAD SHALL BE PERMITTED TO BETAKEN AS TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND JOIST TO SILL,TOP PLATE, OR GIRDER (TOE-NAILED) (4) 6d nails Per Joist CLADDING LOADS FOR THE PURPOSE OF THE DETERMII )F THE DETERMINING DEFLECTION LIMITS HEREIN, BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. BRIDGING TO JOIST (TOE-NAILED) (2) Ed nails Each End b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWI c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS US IS OR PANELS USED IN ROOFS OR WALLS ORSUNROOM FASTEN 11EATHINGTO 'PPORTING EDGE OF GLASS OR SANDWICH PANELS, RIDGEwI...AIIS @cam BLOCKING TO JOIST (TOE-NAILED) (2) Bid nails Each End ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U60 JOT EXCEED U60 FOR SANDWICH PANELS USED IN ROOF 9-5-12 TNFU DFOR FII.ING BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) 16d nails Each Block OR WALLS OR SUNROOM ADDITIONS OR PATIO COVERS R PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL zxm MIDGE LAG BOLTED NOT EXCEED U120. To STUDS w/'A da LAO DOLTS TO EA STUD 5-30-12 REVISED EYPANDED LAYOUT -...~.....r.,.. r., I-=w,n„Mki Ilk tan-iie Fanh.lnlst SIMPSON STRONGTIE LSSU-28 L ICE WATER SHIELD MIN OvmemhwenduseofDatment IDrawmAS and ~ecigcabons as inshumentsot rotational sarwde, are and shall rem am the property of the Archiled These documents JOIST ON LEDGER TO BEAM (TOE-NAILED) (3) 8d nails Per Joist WINDOW & DOOR PROTECTIVE P, L PAST IN =CTIVE PANELS 12 PAST INSIDE FA SIDE FACE E OF A WALL shall not Ins wand In part a whole, for any other topped or purpose, by any other padms BAND JOIST TO JOIST (TEND-NAILED) (3) 16d nails Per Joist SEE ELEV SIMPSON STRONGTIE then those aulhalded by csnl.ol, wilhoul the WrMo. aulhaiaattn oflhe Amhoed of Robot STRUCTURAL PANELS FOR ALL DOOR AND WINDON AND WINDOW'OPENINGS SHALL HAVE AMINIMUM THICKNESS H10 - It isa vlolaton of the law for any pawn, takes acting under the dlredlon of a licensed BAND JOUST TO SILL OR TOP PLATE (TOE-NAILED) (2) 16d nails Per Foot OF 7/16" EXTERIOR PLYWOOD AND A MAXIMUM SPA MAXIMUM SPAN OF V-0" FOR ONE AND TWO FAMILY DWELLINGS. Archlted to altar an item on the drawing in any my, If an Item has been soared, the altering Andhoad shall afia his deal Ito the situation and note'allaad by' fdloxed by We PANELS SHALL BE PRECUT TO COWER THE GLAZED THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. Y"GYP DD TAPE&3 COATS sigmtum end date of the alleretal ROOF SHEATHING SIMPSON (ALTERNATE -1 2"CONY SOFFIT VENT lKx20g S tl4"r20ga GALV GALV MTLSTRAF S SPACKLE SAND SMOOTH TO WRAP UP OVER RM & t2" D aw.ny Joint Description Number of Nails Nail Spacing WIND-BORNE DEBRIS PROTECTION FASTS ECTIOIN FASTENING SCHEDULE DN ONTO TO POST) SIMPSON H2IRAFTER TIE _ 2 9t6 STUDS ~16'blc Wl R-21 ANELS FOR WINDOW AND DOOR ° 6)4' CAP VW FLASHING INSU INSULATION Metal Tie Details PLYWOOD PANELS FOR WOOD STRUCTURAL PANELS FOR W OPENING PROTECTION DURING HURRICA ZING HURRICANE WIND FORCES SIMPSON GS-201 TA 20gasTRAPs 4'-02' PERIMETER EDGE ZONE (RAFTERS @ 16" o/c) 8d common nails 6" c/o Edge 6" o/c Field FELDMAN BED #8019 @16Vc. FASTEN WI18-10d NAILS Project : IIJ16r.260 CUT LENGTH CLEARSPAN+21' 26 TREASTED SILLON SILL INTERIOR ZONE (RAFTIERS @ 16" o/c) 8d common nails 6" c/o Edge , 12" c/o Field PANELS F =LS PANEL'S PANEL'S FELDMAN NOSES COVE INSULATION LATION ON 2coCOPPER Proposed Addition Bic Alteration for SILL FLASHING FASTENER TYPE < 4 FOOT 4 COT 4' Ito 6' 6,108, OLW7811/1&110 Mrs. Dianne Ryan CEILING SHEATHING SIMPSON LTP4 @16'1Yc f WRM 320 Fleetwood Rd, Cutchogue, NY 11935 Joint Description Number of Nails Nail Spacing 21/2" #6 &6P T. POST wl Y" WOOD SCREWS 16" c/c ' 0?C 12" 0/C 9° 0/C CASING 2x10 TREATED SLOPE GRADE AWAY FROM BLDG WALL GYPSUM WALLBOARD 5d coolers 7" c/o Edge , 10" We Field LEDGER FlELDMPoV BASE #8416 MAINTAIN MIN S" CLEARANCE FROM y"dIa LAC BOLT 11116x1616" GRADE TO WD %"dm ANCHOR l Aichitecc 631-254008'l WALL SHEATHING 21/2"#8 16" 0/c ' O/C 16" Ole 12" 0?C @ i6"dc TO RIM ELTS t@ 36,01; (3) 810 I SIMPSON H6 STRAP TO 4"CONCSLAB Kevin P. Bertollni AIA Joint Description Number of Nails Nail Spacing WOOD SCREWS 2rc6PT FJ@ifi"dc TIE POST TO BEAM SIMPSON STRONGTIE 24CONR KEYWAY A s c h i It a c t PLYWOOD PANELS SIMPSON LUS28 ~ABU66wR-MAX =I HANGER COATING 14 Corsa Street, Dix Hills, NY 11746 4'-0j" PERIMETER EDGE ZONE (STUDS @ 16" o/c) ed common nails 6" c/o Edge 12" otc Field Yz" dia EXPANSION i1 BARS COND. BOLT @ to"dc TO 12" dle SONOTUBE BELL o 0 f o 0 INTERIOR ZONE (STUDS @ 16" o/c) 8d common nails 6" c/o Edge 12" o/c Field FDTN scelc: I~1~~ Dam : BOTTOM TO 16"dia AS NOTED 12-14-2011 GYPSUM WALLBOARD 5d coolers 7" c/o Edge 10" oic Field Job No, gtED A 1112 FLOORSHEATHING TYP WALL SEI TWALL SECTION lit.1 Sheet Nuenbex: ~~P F9 Joint Description Number of Nails u A-161 PLYWOOD PANELS LESS THAN 1" ed common nails 6" o/c Edge 12" o/c Field ROOF SHINGLES ~.t? na ~ti Joint Description Number of Nails Nail Spacing ASPHALT SHINGLE STRIP 6 Galvanized min 12ga roofing EACH ASPHALT SHINGLE STRIP snails W/3/8"dla head SUFFOLK COUNTY (CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TYPICAL CONSTRUCTION NOTES fl00FlNG'ASPHNS/FIBERGLASS SHINGLES TOMATCH RESIUENG=0N 156 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD BUILDING FELT ON 111' EXTERIOR OWE FLYWDOD SHEATHING FLASHING: ALL PUSHING TO BEP UMINUM UNLEMSPECIFIMOTHERWISENL SNOW DESIGN DESIGN UNDERLAY HAZARDS LOAD SPEED(MPH) CATEGORY WEATHERING I FROST MENT FLASHING AT HOOFNVALL INTERGECTIONSTOBESTEP3ASHINO, MINIMUM!' DEPTHE TERMITE DECAY TEMP REQUIRED <4-. a d mQ 0a GNMcRTICN.SURFACE ALL WINDOWS TO HAVESILL PPNSANDHFM FLASHING. ALL RAKES TO BE RASHER AND MVEARFJNFORCEJNRIPEDGE 45 PSF MPS C SEVERE 3'4 k4H 9{M 11dF YES #360480 PROVIDE ICE WATER SHIELD AT VALLEYS AND PAVES MIN 24' PART INSIDE FACE OF WALL RASPING AT CHIMNEY TO BE 16. COPPER STEP PASSING WITH THRU WALL COUNTER RUSHING. GENERAL REQUIREMENTS EXTERIDBNMLL VINYL SIDING ON 150BUIl ING FELT ON HIS EXTERIOR GRADE P-MOD SHEATHING ON 2'x4' NI AT 16'00 WITH 2N'I' CATS FIRESTOPPNYG AT 0' 0', R-15 HIGH DENSITY 4 INTENTOF CONTRACT DOCUMENTS: All work specified herein shall 11. SITE PROTECTION AND SAFETY: The Contractor shall protect ]ill' THICK WITH VAPOR BARRIER-112' GYP HOAADINIEAIOR SURFACETAPE AND 3 COATS SPACKLE SANS SMOOTH -1Q'M R GYP MARC INGATH,&W include all material, labor, equipment and Installation. All material and the Owner and adjacent properties from injuries and damage. Any WON]ERBOARDBEHWOTLE workmanship shall be new and Mat quality subject to the Aahill and damage done during construction due to negligence of the Connector Owneesapproval. The Architect reserves the righlte clarify the work if or his..be shall be connected without delay orexpemse to lee Owner INTENOR WALL 112' GYP BOARD SCREWED TO 2W STUDS AT Ifi-* UNLESS NOTED OTHERWISE WITH 2x4- CATS, TAPEAND 3 MATS WXKI necessary by additional defall dra iMsorwnltendeecdpgon. The General Contractor shall be held responsible for the proper protection and preservation of all trees and shmba that are not to SAND SMOOTH-510' M R GYP BOARD INEATHNY WONDER BOARDBEHIN] 2 MEASUREMENTS- Each Contractor shall be responsible for venying removed from the work are.. The Contractor shall notify the Owner In TILE FLOONNG: all dimenalon.andme..ummem. Inthe field and laying outwork priorte, writing prior to the commencementof his workofany treeersill thecom,meneementefwork Any discrepancies shall be broughtto the that he feel should be removed or replanted Commencementofwade TYPICAL OMROORINGTOMATCHONIMFETONSl4'RNNWOSUB FLOOR, attention of the Architect for his consideration and clarifieabon before will represent that the Contractor has accepted the sibs as Is TREX DECK GCOLOR TO BE BATH' CERAMIC TILE ON P MSG BASE ON N4' RYWOOD MET FLUOR proceeding with the work In no case shall such differences constitute the All temporary enclosures shall be provided and maintained where ever baste for an extra charges of compensation needed to protect construction from weather or to protect the building SELECTED YOWNER PLYWOOD SUBROOR SHALL BE GLUED S SCREWED TO ROBB MISTS SIM6 SPACING NOTED ON PLAN, FJ TO BE BRIOGEO AT MID SPAN WITH MR 3. QUALITY CONTROL: General Contractor shall maintain quality against unauthorized entry or theft. Particular care shall be taken if TENSION TIES, AND BLOCKED OVER BEAMS control over products, suppliers manufacturers, services, site conditions work is near a swimming pool. Provide fencing around the pool during INSULATION' CEILING R30 HIGH DENSITY FIBERGLARSBATTINSUATION WITH KRAFT FAGNGE~' THIC6 UNLESS NOTEDOTHFLNIIBE antl workmanship to produce work of specified quality, All workmanship the construction period to prevent entry to the pool shall be first quality matching industry standards, by qualifed and trained 12. SITE MAINTENANCE AND CLEANING: The General Contractor 53'-53'4" SOLING IS' GYP BOARD SCHEMES) TO CEILING MISTS. TAPEAND 3 COATS SPACKLESAMSMOOTH mechanics familiar with their respective trade, shall be responsible for maintaining the job age in a neat, safe and EXTERIOR WOMMOM ALL EXTERIOR WOOD TRIM TO BE G WC TRIM 4. FIELD ENGINEERING: All grade lines, levels and benchmark shall be orderly manner at all times. All debris and rubbish shall be removed a 27'46" 13'-236' BOARDS eatalel shad and maimtalned by the General Contractor. If necessary the from building site as mpidly as It accumulates. Provide and maintain General Contractor shall retain a licensed land surveyor to stake out the proper waste containers. Natoodwasteonthe Agor WIlll:etolemted, cce building and verify required setbacks. When building is cleaeto the All trade. shell arrange to clean up their respective debris. 7'-17" 6'-7)/2" 4'-236" 5'-736" 3'-4/n" 4'-736" 3'-4%' 4'-73',' required setback lines, a surveyor will be required to stake out he 13. MATERIALS AND EQUIPMENT: m 1 building and reconfirm the location of grew foundation walls before REMOVE EXISTING EXT framing begins. A. TRANSPORTATION AND HANDLING: Arrange and transport SHOWER, PLUMBING &DRAIN 6. BUILDING PERMITS: the Geneml Centractorshallprepam..ndfil. products by methods required to avoid product damage; deliver in in condition In manufacturers aunopened eprsners or the for thepedormawe undamaged for all building p and other approvals necessary LINES-G.C TO PROVIDEALT PRICE TO RELOCATE PUMP 5'-0" x 5'.6' DRESSING ofh1swork All permit permit foes shall be be rem remburead to to the Conracbr by ha packaging tl condition vent soiling e personnel or damage, Promptly inspect aspect HOUSE TO NEW CRAWL SPACE RR91 3' JO Owner, products by products by methods thods to prevent olling inp or equipment In no case shall the General Contractor begin work In any manner shipments to assure that products are undamaged -ACT LOCATION TO BE - 2x6 - - - - VERIFIED IN FIELD - until proper approval and a signed building permit is issued. The B. STORAGE AND PROTECTION: Store products In accordance with General Dosimeter shall be responsible for relifying the building manufacturers instructions, with seals and labels Intact and legible Inspector of the progress of the work and request timely Inspections Store sensitive products In weathemight enclosures oft the ground; by the building inspector. maintain within temperature and hulmidity ranges required by (2(2X10 Upon completion of the work, the General Contract[! shall request a manufacturers instructions. TWBN410 TWG041011 TW30410 0 final inspection by the inspector and provide all required Underwriters Provide temporary protection for Installed produce. Control traffic Certificates and...mrs.Certificate of OCcupaancy pdorto filing a In lmmedlate area to prevent damage Provide protechrecovering I i~ Certificate of Substantial Completion with the Architect forwalle,projectlons,jambs, sills, and soffitsotopenlngs. Protect finished goon and stairs from traffic, movernentaf heavy objects, 6. BUILDING CODES: All construction shall conform to the latest edition and storage. Repair and replace any damaged surfaces. TW304110 TWW4110 TIY at time of signing the contract of the local and State Building EXISTING DINING AREA II Construction Code, the State E nergy Conservation Code, County Health 14. CONTRACT CLOSEOUT: Upon completion of the wok, the Department requirements and all local agencies having jurisdiction General Contractor shall personally inspect the entire project and 12'-0" confirm that all work Is in accordance with he plans. Any defective or EXISTING) 7. TEMPORARY FACILITIES: The General Contractor shall provide, damaged work shall be comackd EXISTING KITCHEN INSTALL THRESHOLD AS pl 2BRR9isao a&R 16 TRANSITION FOR FLOORING maintain and pay for all temporary utilities that may be needed for his CLEANING: The entire construction area Inside and out shell he work. If the Owner allows the Contractor to use the existing facilities, the Contractor shall minimums the Owner for such use The Contractor thoroughly cleaned ready for the Owners use. This does not EXIST WELL TO HE CAPPED- 2x6 CJ(d!1fi"ac III NON WO KING PUMP TO BE shall be reepanslble for the maintaining such Wllties In an organized constitute just "broom swept" All surfaces shall be professionally cleaned and polished Including all glass, tile, woodwork, cabinetry, RELOCAT DON DECK VERIFY and safe manner bath fixtures and all painted surfaces and Aoors Clean the Inside General Contractor shall provide, pay for and maintain all temporery IN FIELD (2) 7Y' X 1 i)a" mmmlarn N facilities rerquired for the mmcutbn of the work, Including but net linked of all cabinetry and drawers. Remove all waste and surplus material el h to electricity for power and lighting, heat and ventilapon,telephone rubbish and construction families from the Project and site. No service, sanitary Ii dumpsters, water, duet control and all needed debris shall be burled on site o 4x4 POST - - - - , x4 LOCATI0 POST J TV 3 6 de-walering equipment, scaffolds, ladders and shoring. OPERATION MAINTAINANCE DATA AND WARRANTIES: The General Contractor and his subs shall provide all vmmen operational QO 0. LIST OF SUBCONTRACTORS: The General Contractor shall provide a Insewdlon and warranties for all equipment and console Installed L1( LREMOVEWALLSBFLOORING, (212x8 INSTALL NEW WO FLOOR IN NEW III m OUT DS MI HEEL list of all subcontractors (Including address and telephone numbem)that WIII Including all residential equipment. The entire mechanical system shall DINING AREATRANSITION TO f EXIST®THRESHOLDS 3'-0" P3'-% 2) 1-6'x W be used on the project, prior to the commencement ofthew.6c 11d. list be explained to the Owner Including required maintenance. own shall be updated and kept current as construction proceeds. The Owner mechanical trade shall Provide written instructions regarding their work reserves the rights to reject any subcontractor for any mission they may and Include their name and telephone numbers In case ofemegencies. D C choose. All electrical panels shall have a type written schedule Indicating what 2-6•x s'-s^ BEDROOM#2 C 41 9. COORDINATION: The General Contractor and all other each circuit controls. subcontractors shall coardl nam their work with all adjacent work and PROJECT RECORD DOCUMENTS: Prepare a set of clean bluepdn% A-4.1 cooperate with other trades to facilitate the progress office work Each which documents all changes and addition to the wonting drawings by C 12'-046 II `6=fi36"- 4'_376 2,_~„" trade all afford all other trades every reasonable eppodunfl fir the Identifying with sketches and rgmmrebns In red onthe prime, the exact Installation of their work and storage of heir equipment and materials location of burled items such as all the utllifies, the entire septicsystem, The General Contractor shall be responsible for the proper coordination and all Items changed, encountered, or added during construction. EXISTING EXISTING LIVING ROOM HEARNO W ..L ' ~i M of the work Store documents separate from those used for construction Submit The General Contractor and his subs, shall arrange apreconstruction documents with transmittal letter modelling dada, Project the' INSTAILTHRESHOLDAS g TRANSITION FOR FLOORING 2 T-0" x OF 212'-0' X 6'-4" BI FOLD meeting with the Architect to discuss the schedule and coordination ofthe Contractors name and address, list of tlocumenfsandsignatu eftte INSTALL THRESHOLD AS / A TRANSITION FOR FLOORING C ry work. Contractor Submit prior to final Inspection a e-112"x 11" three ring binder With 10. INSURANCE: The Owner shall seek professional advice tam his durable plastic cover which Includes the Information and names and Insurance supplier and maintain and pay premiums for Insurance on all addresses required. I I O I O work done and incorporated In the building against loss damage from fire, RELEASE OF LIENS: Before final payment will be approved, ire I 12'036 3vz~ 10-836" ^ 3z" sir. tornado, tack or vandithem.Th. Owner shall also prolect his Interest General Contractor shall submit to the Architect, a Mounted Release from contingent liability for damage for personal Injury Including death, of Lien affidavit stating that all lndebtness connected with the wont far which may arse from operations under the contract which the Owner or their property might In any way be responsible EARINGWALL 4 The General Contractor shall provide the Owner with a Cemficate of have been paid in full. Insurance naming the Owner and his property as co-Insured, coveting 9-5-12 PR NTSD FOR PE.IDIG workman compensation Insurance and liability for $2,000,000.114 If so required by the Owner, the Contractor shall provide additional $2,000,000.00 signed and notarized by each subcontractor stating that they have been paid In full and have no additional claims against the baler 5-30-12 REVISED EXPANDED LAYONT in any way. N 3 ._LcT _ 0 LAQ)11N17 dturVUUM jl 'p~ GH ER BATH l/ C4memhlo and usa of Documents Oravnnps and speclfxallmsaa lndrumwls of C.T FLOOR professional m on , are and shall remain the property of the Nchllacl Thew documents shall not Ise used In pal a whole, for any other protect or purpose , by any other parties BEDROOM #1 J1 4F 4F than those author Ind by carried, AlhouI The will aulhormllon of the Now lled of I Ra ord. EXISTING EXISTING SCREEN PORCH 5'_ 2'-1Y4' 13'-4 ° io II isa anal ton of the law fa any hewn, unless adnA under the direct ion of a warned - I I y2. Nchlted to oiler an dam on the drarenA in anyway If an item has been shared the alleleB Nchded all affix his seal to the alleralion and hold 'shared by fohowed by his of rods and dale of the stem . GENERAL CONSTRUCTION NOTES Twzaaz (z) zxe (2)2XXe rwzaaz 12l0xe Drawing 1. All dimensions are to rough framing. Do not scale drawings. Use figured dimensions. 2 CUTTING AND PATCHING: Each subcontractor or trade shall be responsible for doing their own cutting and patching unless arrangements are made with the Floor Plans General Contractor to do so. Verify any questionable cutting with the Architect prior to performing work. 3. All structural material or assembles subject to deterioration which might become structurally unsound if unprotected shall be protected in accordance with generally accepted standards as per the State Cade at time of contract signing. 2XG RR@16•om 2XG RR@16'ok aBRR@16°ok lJ Pxo7ect: 4. CONCRETE: All concrete shall attain a minimum of 3000 psi (air entrained) compressive strength after 28 days. Newly poured concrete shall be keplfrom freezing and allowed to cure in accordance with American Concrete Institute standards. Garage Slabs shall have 3500 psi strength. n PORCH Proposed Addition & Alteration for 5. All footings shall extend to undisturbed virgin soil having a minimum bearing rapacity of one ton per square foot (Graded sand with gravel). The bot6cm of all m ¢o ~B1 zxa Mrs. Dianne Ryan footings shall be minimum of Tin, 4' below finish grade, Maximum pitch ratio for stepped footngs shall be 1 In 2. 6, All reinforcing bars to be intermediate grade 60 deformed hays, NI to American Concrete Institute and American Reinforcing Concrete Institute standards. 320 Fleetwood Rd, Cutchogne, NY 11935 Minimum of 30 diameters lap on all splices. M POST I 7. Sill anchors in all foundation walls shall be 5/8" dla "j" bolts with 3x3x s/y" washers. Maximum of 3'-0" on center, 8" from each comer, and 6' each side of joints In sill plate. Minimum of two bolts per member. All sills to be pressure treated lumber, have sill insulation and 202 copper termite shield, - as per code. Minimum 8' penetration into concrete yam, 8, STRUCTURAL STEEL: All steel to be ASTM A-572 Grade 50, all fabrication and erection shall be in conformance with American Institute of Steel Construction [b ¢ D a spealfaations and standards. All field connections to be boiled connections and all steel to be shop primed and repainted after Installation. Minimum of M end D Atcbixcct 631-254-0087 bearing on all beams. IX19TINGOWELONG WALL L 9. LUMBER: All structural lumber shall conform to State Code, Product Use Manual of Western Wood Products Associations and Plywood and Grade Guide of the Q ¢ B, 1QIg" 12,_51%4' 12'-13§° 10'-8%" 29'-0Y4" I-Ceuin P. Bertolini ALA American Plywood Association. Species All lumber to meet or exceed the following standards of quality: Horizontal framing members (joist and ratters) to be Douglas Fir -Lach, Construction grade, min. Fb = 950 psi and E =1,500,000 Vertical taming members (Studs) to be Douglas Fir- Larch standard grade Fb = Paso ]ii tc c t 525 psi and E =1,400,000. 14 Corso Street, Dix HiHs, NY 11746 10, All plywood sheathing shall be exterior grade Wth waterproof glue in conformance with American Plywood Association specifications and grading. 11. FRAMING. Provide double jacks at each side of vertical openings. Provide Double afters, foist or headers and trimmers at all floor and roof openings. Provide 7y2• metal tension ties cross bridging at maximum of V-0' on center continuous from wall to wall for floor and ceiling foist. Provide freblccking on all load bearing Sce1e: Date : walls as per section R402.8 of the New York State Residenfial Cade requirements. AS NOTED 12-14-2011 12. GYPSUM BOARD; All gypsum board shall be 112', unless noted otherwise. Provide minimum 5/8" Type X firecode 60 In garage and boiler mom areas. All Job No. : gypsum board In bathrooms shall be moisture resistant gypsum board Provide 1/2" Wonder board or Durorock cementious backer board in all shower and tub CA! areas and behind file. All gypsum board shall have tape and three coals of spackle and be sanded smooth ready for painting. 1 FIRST FLOOR PLAN ,IER@C ARC 1112 13. All WINDOWS as specified shall be double glazed, have weatherstripping and have concealed flashing and drip cap. All window units shall be provided with full screens and locking hardware. A-2.1 =1'-0" Frt' IRIC ran Sheet N.bet: 14. Al ELECTRICAL and MECHANICAL WORK shall be installed in strict wnformance with the National Electrical Code and have Underwhdter's Laboratory approval. All mechanical work shall be laid out and installed in a first class and quality manner. Sloppy workmanship will be rejected. 15. Provide hard wired SMOKE and CARBON MONOXIDE DETECTORS with battery backup in all bedrooms, areas outside of bedmoms,and each floor as per ~F . section R-313 of the 2010 RCNYS Code requirements. A-241 16. All attic exhaust fans, If prowded, shall be instated with means for automata shut-off In the event of a fire 17, FIRE ALARM SYSTEM: shall Include an automatic shutoff to all mechanical fans and bumem within the building to insure thatwhen neaten system is L ~ooc of voc activated, that all fans and burners will be shut off to prevent the possible spread of fire or smoke. r u ~~C; CYw`=7 iS~ TYPICAL CONSTRUCTION NOTES ROGERS ASPHALTIRBERGLASS SHINGLES TOMATCH RESOENMEON 15Y REMOVE SHED ROOF REMOVE SHED ROOF FRAME NEW BALDING FE T ON 112' EXTERIOR GMERMODSHEHTNING FucxNG ALL FLASHING TO BEALLMINUM UNLESSSMCIRM OTHERWSE ALL GABLE ROOFED DOR GABLE ROOFED DORMER 2X6 RR FLASHING AT ROOFIWALL INTERSECTIONSTO BEBTEPPUSHING, MINIMUM B' ~1ea~ ~iB'WC ON VERTICAL SURFACE ALL VI NDOWSTO HAVESILL PPNSAND HEPD FLASHING. ALL RAKES TO BE FLASHED AND HAVEARBRI'CRCEOIDRIP EDGE ARCHITECTURAL GF ARCHITECTURAL GRADE ASPHALT PROWDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN 2,P PAST INSIDE FACEOFWALL FLASHINGAT CHIMNEYTOBEICa COPPERSTEPFUSHING SHINGLES TO MATCI SHINGLES TO MATCH EXISTING ON WITH THRU WALL COUNTER R15HINO 0 159 FELT ONV EXT x 159 FELT ONV EXTGR FLYING FLASH ROOF tr/METAL STEP EXTERIOR WALL' NNYL SIDING ON 16N BUILDING FELT 001 IT? EXTERIOR EWE PLYWOOD SHEATHING ON 2'x4' STUDS AT 16-at. NTH 2NT CATS, FLASHING OVER ICE WATER FIRESTOPPING AT N' P, R-15 HIGH DENSITY FIDERGOEBIBATT INSLIATION FLASH ROOF TO NEW WALLW OF TO NEW WALLW SHIELD MIN IT EA SURFACE 3112' THICK WITH VAPOR BARRIER 1I7GYPEDARDINTERIOR5'YRFACETAPE AND 3 COATS SPACKLE SAND SMOOTH - VT M R GYP BOARD IN BATH, NH' METAL STEP FLASHING OVER ICE WATER SHIELD MIW 12" EA ?P FLASHING OVER 2 SHIELD MIN 12' EA WONDER BOARD BEHIND TILE INTERIOR WALL 112-GYP BOARD SCREWED TO 2NT STLVSAT lV* SURFACE ICE WATER SHIELD MIN 24' PAST INSIDE WALL FACE UNLESS NOTED OTHERWISE WITH 2'xV CATS, TPPE AND 3 MATS SPACKLE SAND SMOOTH - SIN' M R GYP BOARD IN BATH 5H' WONDER WARD BEHIND TILE, I FLOORING: TYPICAL' OAK FLOORING TO MATCH ON IR FELT ON L4' LYOOOD SUB BOOR BATH CERAMIC TILE ON 1-MUD BASE ON 314' PLYWWO SUB FLOOR EXIST EXIST EXIST H ® uL150 I' VINYL "I NO 01 PLYWOOD BI@ROOR SHALL BE GLUED N SCREWED TO FLUOR JOISTS SIZE I SPACING NOTED ON PLAN, FJ TO BEBRICGEDATMIDSPAN WTHMR RAIL AND USTER EXIST RIGID INGUL iSM FELT o ON Y'EXT OR PLYWD m TENSION TIES, AND BLOCKED OVER BEAMS INSULATOR: CEILING R 30 HIGH DENSITY RBERGIASSEAT7 INSUATON ! PICKETS 4 t cT ~ XI RsT E ST T 2 2 T 4 T WITH KRAFT FACING NYi' THICK UNLESS NOEDOTHERIMBE DE AR. 112- GYP BOARD SCREWED TO CEILING JOISTS TAPE AND 3 MATS SPACKLE SAND SMOOTH EXTERIOR WOMAC K ALL E%IERICR WOOD MIN TOME 1x RID TNM Ili l4, 11 BOARDS GRADE NOT TO SCALE SHOWN AS REFERENCE SLOPE GRADE AWAY FROM BLDG- VERIFY IN FIELD SEE GRADING NOTES-GC SHALL INCLUDE IN HIS PRICEA STACK STONE RETAINING WALL AS NEEDED TO ALLOW PROPER GRADING 1 FRONT NORTH ELEVATION 114 EW ROOF TO ALIGN /EXI TING S7 0 ® o I m I TTT7 ao W 04 W 4 W 04 I 12°tll4 'SONOTUBE- BELL BOTTOM TO 16" dia 9-5-12 PRINTED FORE G 5-3012 REVISED EXPANDED UYOLT 2 WEST SIDE ELEVATION Qvnershlp and use of Documents Erevengs and speplfl]allons a lnslrumanls of prohnsloal aervlce, are and shell rea l the property oft he PrchA These documents shall not se used m earl orwhole, W any afher proled a purpose, by any other padles Ihan Ihoev eWhmrzm by centred, Hithoui iha w'Alen authodvalun o1lhe NchXed of firsam R.radi II m e olallon eiihe hw Im any person, unless eding underiha diredlon of a horsed Nchiledtoyalter an bam on the all In any way If an Aem has been altered, the allenng kshred shall age fits seal to the alleration and note 'altered by'foll by his slgneld, and data of the slan On. FLASH ROOK' TO NEW WALL wl METALSTMP FLASHING OVER i D.,,.g: CE ACER SHIELD MIN I2' EA i SURFACE Elevations REMOVE EXIST SHINGLES RE-ROOF W ARCHITFICTGRAL G RADE ASPHALT SHINGLES ON 190 FELT Ptoject: FLASH ROOF' wl METAL STEP FLASHING OWER ICE WATER ON)V EXT GR PLVWD Proposed Addition & Alteration for SHIELD MIN 112' EASURFACE Mrs. Dianne Ryan 320 Fleetwood Rd, Cutchogue, NY 11935 i% Arch test 631-254-0087 ~ I I ~ W W 4 W 4 W 4 41 Kevin P. Bertolini AIA A r c h i at c c c I 14 Coosa Street, Dix Hills, NY 11746 I 0 Ss v c,: nets : GRADE NTS SHOWN AS AS NOTED 12 - 14 - 2011 REFERENCE Job No. : SLOPE GRADE AWAY FROM SLUG - SEEGRACING NOTES -GC SHALL 1112 INCLUDE IN HIS PRICE ASTACK y46~gQN'Ep A,C ~T Sheet Number: STONE RETAINING WALL AS J-----------------11-_--_--___--_ NEEDED TO ALLOW PROPER GRADING L__________L----_------_ --------L----I 3 REAR SOUTH ELEVATION A-3.1 8841;e'~ ~31 114 V-01, of. 2,6 RR@16" NEW ROOF TO ALIGN NEW ROOF TO ALIGN w/EXISTING wl EXISTING 2N4 CT Q 16" do 2x4 CT @ 16• It 218 RR 16"0/c (2) 1c/ X11M"Imlcrclm 2x6 RR IT ac FRAME WALL UP TO LOWERROOF RAISE WALL TO PORCH RR RAISE WALL TO PORCH RR 2"dla VEN EA BAY (2)1%"X 11Y"microlam 2-d1a VE EA BAY EXPOSE RAFTER 6C c EXPOSERAFTER 2v8 CJ i "nk /•GYPEDCEIL&WALL, III-- 7I VINYLBEAD TAPE &3 COATS SPACKLE BD CEIIJNG SANDED SMOOTH I Yz^ GYP BD CEIL& WALL, TAPE & 3 COATS SPACKLE u li III 6x6 POST I SANDED SMOOTH II III III 6x6 POST I I CROWN E%3' 2x10 CJ@i6'M III II I I I III II II II BATHROOM \ u II BEDROOM#1 j 0 FLOOR TO TCH - J = _ = = _ I I AD FLOOR TOMATCH 111 L ~ II _ _ _II I IL 1 I I ~ III II II I I lsToN16MF oN~===I EXIST ON 15# FELT ON PLY wD suBFLR EXISTING DINJNG AREA I I I Ly% Su BFL II II 2(8F 16ao 21eFJ 16 2BFJ@1s"d. 26FJ@16 all FJ@16"ab 2x8 FJ@16•ao OVERLAP JOIST TO aB FJ@i6"nk (4 all) TREATED BM (2) 2x10 TREATED BM ~Nl I (2) 2(10 TREATED BM - - - - - - - BATH WALL 12"GIB SONOTUBE-BELL I I I I 0 BOTTOM TO 16" dia I I 4 i+M L-J LJ LJ A CROSS SECTION B CROSS SECTION A-4.1 y" =1'-0" TYPICAL CONSTRUCTION NOTES ROO~ASPHALTIFIBERIYASS SHINGLES TO MATCH RESIDENCE ON 9W FLASH ROOFTO NEWWVALL 0 METAL STEP FLASHING OVER ICE WATER SHIELD MIN 12" EA SURFACE ARMING E BUILDING Fdi ON fY[' EXTEflIORGRME PP`W0ODSHEkTHING. FLASHING ALL FLASHING TO ME ALUMINUM IINLESSSPECIRED OTHERWISEALL FASHING AT ROOFANALL IMTERSECTIONSTOBE STEPFIASHING. MINIMUM A' NEW 2x RAFTER FASTEN ON VERTICALSURFACE, ALL WINDOWS TO HAOESILLPARSANI HEAD TO WALL Wl;•LAGBOLTS IN EA STUD (10'010) FL45HING ALL FARES TO BE FLASHED AND HAVEA REINFORCED DRIP EDGE PROVIDEICEWATER SHIELD AT VALLEYS ANDEAVE51MIN29'PAS7 INSIDE FACE OF WALL FLPSHING AT CHIMNEY TOREIWODPPER5TFP R.ASHING WITH THRU WALL COUNTER FLASHING II EXISTING UN FINN SHED EKTERIOR WALL VINYL SIDING ON 1%BUILDING FELT ON 1/Y EXERIOR ALT IC TO REMAIN GRADE PLYWOOD SHEATHING ON 944' STUDSAT I6YUG NTH 2YA'CATS, FIRESTOPPINGAT9'U',R-15HIGHDEN511TPIBEAOlA MUINSUTATION 2~4 IagB CE 3112' THICK WITH VAPOR BARRIER, I12-GYP BOARD INTERIOR SURFACETAPE AND 3 COATS SPACKLE SAND SMOCFH-11TM R GYP COPRA INSAIN A6' WOND EA BOARD BEHIND TILE 2xB R 16"d II INFERIOR HALL 112' GYP. BOARD SCREWED SNOSAi UP& @1 'ao UNLESS NOTED OTHERWISE WITH 2-W CATS TAFE TAPEANJ3WAiS5FASPACH TIIND SMOOTH-&8-LE'M MR R, GYP , BOARD IN EAiH WO'N9NlERBCPAOBEHIN INO TILE FLOORING: Y' GYT'ITH TAPE SAND' EXSTINGTOREMAIN J NEWALLTO CCr TYPICAL OAK FLOORING TO MATCH ON 151 FELT ON YI' R-YWOODSLB FLOOR BATH' CERAMIC TILE ON V MUD BASEON YA'RYWOODSUBROOR PLYWOOD SUBFLOOR SHALL BE GLUED 6 SCRENEOTO ROORJOISi551iE 6 0 SPACING NOTED ON PLAN, FJ i0 SE BRIOGEOATMIO SPAN WRHM L TENSIONTIES, ANDBLOCHEDOVERSEANS I INSULATION. CEILING R30 HIGH DENSITY EBERGU5564TTINSUTADON DIVIDE CLOSET L WITH KRAFT FACING E$' THICK UNLESS NOTED OTHERWISE MUNG 11S GYP. BOARD SCREWED TO CEILING JOISTS, TAPEAND 3 COATS L w a w oa SPACKLE SAND SMOOTH EnERIOR'WOOGWORK Al EXTERIOR WOOD TRIM TO BE Ix M FIRM BOARDS BEDROOM #2 (2) 2X10 TREATED BM 6 c E TO REMAIN aeeLOCKINTsG EXISTING CRAWL SPAC BTwN JCIS 9-5-12 PRINTED FOR FTL RG 032"a. BELOW PARTITIONS TYP NEW FOUNDATION WALL TO 5-30-12 REWSTDL.XPANDEDLAYOUT FNracF & RF DOWFI FO INTO EXIST CONC PIERS I u Owniagao antl uae of Documents Omwtnga and s w6icaime we lndrumerte of pralideonal service, are and shall remain the papery of the Prahki Them documents shall not be used in per or whole, Ise any other proleot m purpose, by any other parties than those authorized by cantrad, whhout the when authormtrn of the Archyinaal of Record C LONGITUDINAL SECTION It is a vlnlation of the sw fair any person, unless acting under the be lion 0aNadi A-4.1 y4" =1'-0" Nchia d to altar an ham on the drawing in any my If an item has been stared, the altering Awhted shell affix his deal to the shabbier and note'allerad by lotowed by his abnature and data of the allocation . D.",i.g: NEW ROOF TO ALIGN Elevations Bk Sections W EXISTING P.JCot : 2x10RIDGE 2x4dlag BRACE Proposed Addition & Alteration for 2x6 RR @ 16" do Mrs. Dianne Ryan 2x66 SHEAR BLOCKS 264 CT @ i6' do 2x6 STRONGBACK 320 Fleetwood Rd, Cutchogue, NY 11935 2x 1 'oM BEARING L 2K SOLID BILKS B4WN CJ @ 48'0/C-2 BAWS Y°GYPBDCFJIL&WALL, \ (2)1%"X0Y"ml=lam BEVEL TAPE&3 COATS SPACKLE CUT ENDS MIN 3' HEEL D Acchicccc 631-254 0067 SANDED SMOOTH Kevin P. Bertolini AIA BEDROOM #1 BEDROOM#2 A r c h i t e c t WD FLOOR TO MATCH 14 Corse Street, Dix Hills, NY 11746 EXIST ON 156 FELT ON3 PLY WD SOBFLR 2X9 NAIVok Sc¢t<: Dose : 2x6 FJ@16'b'c exB FJ@i6'NC 2x6 FJ 7fi"Wc 2x8 FJ@i6'dc (2) 2x10 TREATED BM AS NOTED 12 - 14 - 2011 (2) 2x10 TREATED BM - - - - - - 10 AN job Wo. :1112 12-dia SONOTUBE- BELL QpT1UCkB, gyede N.1..: BOTTOM TO IV dla 4 'M a} A-4.1 D CROSS SECTION Oe P2G~'~~„~~ mroE me A4.1 V=1 T' 53'-6" 5 5'- 42'-7%" 6'-4N2" \ \ 44 TREATED P ST ON 12"dIa SONOTU E- BELL BOTTOM TO l6' dia ' ~ F~FFTI^' \N86 4Q, 'YO 2x6 TREATED BM ~ (3)2xB TREATED BM (3)2xBTREATED BM (3)2x0 TREATED BM~q~_ (312x6 TREATED BM oo„F O O4 e to 12" TRENCH FOi V2' TRENCH FDTN- ` O MONOLITHIC PO MONOLITHIC POUR WI 4' I ` ~ ~1e FQ REINF SLAB - PIT ryl ~ 'f/ I IN SHOWER ARE REINF SLAB- PITCH SLAB IN SHOWER AREA TO Roq DRAIN DRAIN (2) 2110 TREATED BM(2) 2x10 TREATED BM (2)2x10 REATED BM i~ (2) 2x10 TREATED BM (2) 200TREATED BM p(2) 2x10TREATED HIM (2) 2x10TREATED BM - I \ ~ m m m m I o VENT STACK IN WALL 12"d1a SONOTUDE- BELL \ 1~~36, x.uoo= m xworow ux BOTTOMTO 16"dla \ \ caxvmurnaxwxo~ (2) 2 I \ (2) 2x10TREATED BM _(2) 2x10TREATED BM / (2)2x1DTR TEDBM (2)2x10 TREATED BM (2)2x70TREATED BIM (2)2110TRE3IT BM& IME I 0 A ml ml 8 ~ 24'-QY4" Exlsnec DweumcwlDTH 3'-636" 13'-2%" 12'-84" 6'-4 6'-7W 6'-13/0" m m 8 2x6 TREATED LEDGER a ~ o n a r (2)2X10TREATEDB (2) 2x10 TREATED BM aB TREATED LEDGER - d IK x,°x N \ y ` ~uH °MC ~Ew m°ux \ O xs rwixron I, ~,Nll NNNI, LO ASSUMED BM LOCATION G C TO VERIFY I 12'-9" W I LOCATION SONG TUBE - GC FUG TO BELOW INSTALL POST NEW 12b. LL NON WORKING TOBE PUMP TO BPTOBE E- I I I NON WO I I 1 6x16ENT Fill SX16 VENT RELOCATED ON EXIST LOCATION DECK VERIFY NFE r / 12~ LJ PLUMBING FROM \J I (1)2x,0 L 2x8TREATEO LEDGER _ - - I I I ABOVE TO TIE INTO TREATED (3)2x10 TREATED BM NEW SEPTIC SYSTEM Go B - - I I ® I Q ~I o I CLEAN-GUT TYP AT ALL il'-4y" BENDS & INTERSECTIONS NEW FOUNDATION WALL TO IN SOIL LINE ENCASE & BE DOWELED INTO y?o --\I 11L z EXIST BONG PIERS '-2" T-1Y2" T-1Yi" T-1Y{ I J I e I (3)2x1 TREATED -1 (3)2x~ 12TREATED BM (3) 202 TREATED BM (3)2x12 TREATED BM a I .i 0 ~I I a II EXISTING CRAWL _ L SPACETOREMAIN 32X24ACCESSTG I I -J CRAWL SPACE L J NEW CRAWL wl 2" CONO SLAB ON 6 MIL POLYV B ON ~6" DGORIPANEL I WELL COMPACTED SAND &GRAVEL F ILL of ~ Iw = I n I I BX16VENT iol I I 0 A142" d1a STD ELL COL PAINTED ON BxBx Y,- BX16VENT ADDED RUNOFF INFORMATION AND AE IINPTTO 1-?-13 SITE PLAN O I BASE PLATE, & Sx&vV TOP PLATE 2-0%q x 1'-0"d 10-1-12 PLAN Z I ? I (0 C\l _ CONC FTG _ (3)2x1 TREATEDBM r ~(3) 2x12 TREATED BM (3)212TREAT ED BM ~ 3) 2x12 TREATEDBM C2 Eel 9-5-12 PREJTED FOR FESNG U 5-30-IZ REVISEDE]CI'ANDED LAYOUT I A / / I I F~)` PLUMBING FROM ABOVE TO TIE ij OuyIceepanduseefoocument9 Dmw,ngs snit q~enreahons es indrumenls at 32 X 24ACCESS TO pmlesselonal sorvice, are and shell remain the property of the Nahtect These documents 3x76 VENT 32X24. ii INTO NEW SEPTIC SYSTEM I NEW CF NEW CRAWL wl shall not be used in pad or whole, for any other ported or purpose, by any other padres A DOORIF DOORPANEL than those ashereed by sentmd, whhout the Me, euthdre llon of the Amontrd of Record a I It is a violation of the bw for any person,unm® acting under the handles of a licensed L ---------------J°~ Archiled to alter an item on the clawing In any my It an item has been all the altering Amhiled shall affix his seal to the alteration and note 'altered by' lolbwed by his 4 Q° m signature and data of the ellerallon. - - - - - - - - - - \ 2XW8 TREATED LEDGER D>n.x,],og : Site Plan 8T, Foundation o o EDGE OF EXISTING w I 29,-5Y4" m DWELLINGWALL Plan II §5 7° 45' 00" W 150.00' m 0 la ~ I = LL M (3)2xeTaEATEO e~ ~ _ \ • P Proposed Addition 8c Alteration for Mrs. Diane Ryan •i ~z (2) MOTREATED BM (2) 2ilO TREATED BM D 320 Fleetwood Rd, Cutchogue, NY 11935 IlunulJ ~ 'o ~ I Axchitacx 631-254D081 BLDG DEPT, rowN of SDDTHOLD Kevin P. Bertolini AIA Ar cl3ite: =t FOUNDATION I NDATION NOTES 14 Corsa Street, Dix Hills, NY 11746 1 CONCRETE. All concrete shall attains n :rate shall attain a minimum of3000 psi (air entrained Irength after 29 days Newly poured concrete M FOUNDATION PLAN shall be kept pt from freezing and strength allowed to awed to our American Concrete Institute standards. Gari g and allowed to cure in accordance with Scaled: AS Dated ar. its standards. Garage Slabs shall has 3500 psi }gyp NOTED 12-14-2011 A-1.1 y" =1'-0" strength. 2. All footings shall extend to undisturbed v and to undisturbed virgin soil having a minimum ~n0 V24,CY:LL:-"'°w Job No.' 1112 an per square foot. (Graded sand with gravel). RCC~ o UNDER FLOOR VENTILATION REQUIREMENTS bearing capacity of one ton per square foot. shell bee minimum of 3' to 4'below finish tsy ~,y,YtEOCry % Sheen Number. UNDER FLOOR VENTILATION BETWEEN BOTTOM OF FLOOR JOIST AND THE EARTH UNDER ANY The bohom of all footings shall be a minimun grade. All footings shall bear on suitable san near on suitable sand and gravel sail MaximuM ~b BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL BE PROVIDED WITH VENTILATION pitch ratio for stepped footings shall be l in 3. the intermediate 1 in 3. f` A101 OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR SPACES.THE MINIMUM NET AREAi OF ! yi IY be ntermedi diate grsde deformed bare, At to VENTILATION SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SO FT. OF UNDER- 3 All reinforcing bars to be intermediate gr American Concrete Institute and American R As and American Reirrforcing omlgq Concrete Instaute ) diameters lap on all splices. FLOOR SPACE. EACH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER O)F standards, Minimum of 30 diameters lap on ai THE BUILDING. TOTAL AREA MAY BE REDUCED TO 111,500 IF CONCRETE SLAB IS INSTALLEDI q, Sill anchors In all foundation walls shall t In walls shall be 519' diameter with 'dTo r* a^ . fyf 7;" ;?;7 ' ,mac WITH VAPOR BARRIER. 3"x3"xs/sy" washers and bolls Maximum of: lolls Maximum of on center nmaximum •'"y,;,~na+" ~j cul rimum of two bolls per er member. . Men, 61 as side ALL CONSTRUCTION DEBRIS IS TO BE TOTALLY REMOVED FROM ALL UNDER-FLOOR SPACES g" from each corner Minimum of two bolts p of joint in sill plate A I sills to be pressure tree a to be pressure treated lumber, have sill BEFORE BUILDING IS OCCUPIED. Insulation and 2oz. capper termite shield, as penetration into concrete it termite shield, as per code. Minimum 9" r- DULE OF TIES BEAM and 12" EA STRAP TYPICAL CONSTRUCTION NOTES STRUCTURAL DESIGN LOADS SCHEDULE OF NU. & NO. SPACING NAILING ROOFING' ASPHALTIFIBERGLPSS SHINGLES TO MATCH RESOURCE ON l5f ROOF LOAD - 20PSF LIVE AND 30 PSF DEAD LOAD = 50 PSF TOTAL LOAD LOCATION TIE MANU. & NO. BUILDING FELT OTIS' EMERIORGRADERYWVODSHEATHING FLASHII ALL FLASHING TO BE ALUMINUM UNLESSSPECIFlED BTHERWISEALL 9a 1B"NC(eadud) SEd EAEND t%20*SIMPSON END FLASHINGATROOFIW&LINTERSECTIONSTOSESTEPFIASHING,MINIMUMS' ON VERTICAL SURFACE ALL WINDOWS TO HAVE SILL PANSiAND HEAD UPPER BEDROOM FLOOR LEVEL - 30 PSF LIVE LOAD AND 25 PSF DEAD LOAD FOR 55 PSF TOTAL LOAD RAFTER TO RAFTER SIMPSON 11/sxxge GALV MTL STRAP CS21 'AP C520 FLASHING, ALL PANES TO BE FLASHED AND HAVEA RESPONDED CHIP WOE MAIN FLOOR LEVEL - 40 PSF LIVE LOAD AND 20 PSF DEAD LOAD FOR 60 PSF TOTAL LOAC RAFTER I PLATE iSTUD SIMPSON Han EA RAFTER 5-13d x IY"TO RAFTERS', 2-BdxI Y' ° TO PLATES; 5.5dx 1 Y" TO STUDS PROVIDE ICE WATER SHIELD AT VALLEYS AND FAVES MIN 2q PAST INSIDE FACEOFWPLL FIASHINGAT CHIMNEY TO BE 16. COPPER STEP FLASHING PICA TYL o° WITH THRU WALL COUNTER FLASHING DEFLECTION- ROOF IS DESIGNED FOR 1/360 SPAN FLOORS ARE DESIGNED FOR 11400 SPAN PORCH RAFTERTOSM slMPSON No 8- Bd x 11/7 TO RAFTER ° EARAFTER 8 -8dx 11/2"TO PLATE EXTERIOR WALL VINYL SIDING ON IM BUILDING FELT ON 1/T EXTERIOR GRADE PLYWOOD SHEATHING ON Tx4' STUDS AT 18-a.. WITH 2N"75. SIMPSON A06 EXTERIOR SEE FLOOR PAEANS AND SECTIONS F~ORIHOLD PDOVJN CLIP ASCHEDULES UPLIFT AND LATERAL LOADING PORCH BM TO POST FIRESTOPPING AT SO'. R 15 HIGH DENSWFIBERGLASSBATT INSULAVON EAPOST A06: 141fid BEAM, 14-16d POST HID @16"01C 3112' THICK WITH VAPOR BARRIER - 112' GYP MARC INTERIOR SURFACETAPE AND] COATS SPACKLE SAND SMOOTH 112-MRGYPECARDINESTH,NY TOR BOLT wl 36'WC WONDER BOARD BEHIND TILE INTERIOR WALL' 112' GYP BOARD SCREWED TO ZHV STUDS AT 16'dv CODE REFERENCE STANDARDS SILL TO rDTN°da°d ANCHOR aoLr wl BEARING PLATE UNLESS NOTED OTHERWISE WITH 2YP CATS. TAPEAND3COAT5SPACNLE F CORNER&EASIDE %'da ATRANCHOR PORCH RAFTER PLATE CONNECTOR EA SAND SMOOTH- 518' M,R. GYP BOARD INBATH51Y WONDER WAW BEHIND TILE PER NEW YORK STATE INTERNATIONAL BUILDING CODE REQUIREMENTS, THE 2001 HIGH WIND EDITION SIMPSON LBPSX BOLT BEARING PLATE BA FFRENCHDROPNG 3YA'dIa MBTOSTUDS TLOOF OF THE )AIOOn FRAME CONSTR I Tll C ON MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS PUBLISHED HOLDOWN SIMPSON HDaa BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND AMERICAN WOOD COUNCIL HAS BEEN USED AS RAFTER TO RAFTER CONNECT( CONNECTOR L001UNG: TYPICAL G: ROORING TO MAicHON 15N F6iON ]A'RVWOODSUB LATH THE REFERENCE STANDARD FOR THESE DRAWINGS. BATH, CEPAMI TIES ON 1' MUO E ON O FL O R0OR TLYWOOD SULFIDES, SWILL GLUED& SCREWED JOISTS SPACING PACING N07MOTE DON ON PLAN,FJ TODBE BERABRIDGMUGEDA TMI M108P PgN WOTHITHM MR TENSION TIE AND BLOCKED OVER BEAMS INSULATION CEILING RdO HIGH DENSITY NAILING SCHEDULE FOR 110 MPH WIND ZONE WITH KRAFT FADING 6~ THICK UNLESS NOTED OTFEW1SE ° Simpson Strong-Tie BRUNEI 112- GYP, BOARD SCREWED TO CEILING JOISTS, TAPEAND ]COATS SPACKLE SAND SMOOTH ROOF FRAMING NOTES EXTERIOR WOODWORM ALL EXTERIOR WOOD TRIM TO BE 1x PVC TRIM HE (d} 16-ok FASTEN'J BOARDS ING NAILING; SEE DETAILSECTION FORNAILING INFORMATION. "a ma ABU66 SIMPSON H2TIE@ 16-ok FASTEN H TO RAFTERS & TO STUDS w/ (6) 8d 4 TO STUDS W/ (6) Ed Joint Description Number of Nails Nail Spacing 1. ALL TIES ARE IN ADDITION TO FRAMING NAILING; SEE 2. ALL LUMBER TO BE DOUG FIR- LARCH. (3) 8d nails Per Rafter 3. ANCHOR BOLT SPACING TAKEN FROM TABLES 3.2A & 'M TABLES 3.2A &3.213 IN WFCM MANUAL FOR ONE AND TWO NAILS EAOH RAFTER TO TOP PLATE (TOE-NAILED) FAMILY DWELLINGS. 2'MINIMUM CEILING JOIST TO TOP PLATE (TOE-NAILED) (3) 8d nails Per Rafter 4. ALL CONCRETE TO BE 3000psi CONCRETE. BETE. s16ECBVE 5. ALL ANCHOR BOLTS TO BE 16"L' TYPE OR SIMPSON' PE OR SIMPSON SSTB WITH SIMPSON LBPS5183"X3" BEARING CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) -28'-0" Span (5) 16d nails Per Heel Joint Splice PLATES MIN. 8" FRIOM CORNERS, MIN. 2 PER SILL; MIN. I.2 PER BILL; MIN. IMBEDMENT 8" 6. ALL METAL BRACKETS AND FASTENERS IN CONTACT ERS IN CONTACT WITH ACQ TREATED LUMBER MUST BE - CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (5) 16d natls Per Lap DOUBLE-DIPPED H10T-GALVANIZED OR STAINLESS STE IRSTAINLESS STEEL. RAFTER PLATE STUD CONNECTOR :CTOR PALLED WITH OVERLAPPING CORNERS AND INTERSECTIONS POST TO SONOTUBE CONNECTION COLLAR TIES TO RAFTERS (FACE-NAILED) (4) 10d nails Per Tie 7. DOUBLE TOP PLATTES SHALL BE INSTALLED WITH OVI WITH BEARING PARTITIONS, END JOINTS IN TOP PLA )INTS IN TOP PLATES SHALL BE OFFSET 24' MINIMUM. BLOCKING TO RAFTERS (TOE-NAILED) (2) 8d nails Each End ARIOUS METAL CONNECTORS AND THEIR INTENDED LOCATIONS. 2 16d ?all5 Each End NOTE DETAIL SECTS OHNNS INDICATES THE VARIOUS METAL C ON THE STRUCTURE BHA RIM BOARD TO RAFTERS (END-NAILED) SIMILAR CONDITIONS ELLSEWHERE INDICATES STRUCTURE SHALL USE THE SAME CONNECTORS DOUBLE TOP PLATE )P PLATE WALL FRAMING SIMPSON CS-201 114"x209a FASTEN KING STUD TO EA ING STUD TO CA d(6)1 NDd NAILS Joint Description Number of Nails Nail Spacing TABLE R301.:7 (RESIDENTIAL C( ESIDENTIAL CODE OF NYS) STRAPS 16"D/c. FASTEN HEADER w/(6) 1Cd NAILS@ @ 1Y" Ole MIN - MIN EDGE V - MIN EDGE SHALL BE X" TOP TO TOP PLATE (FACE-NAILED) (2)16d nails Per Foot ALLOWABLE DEFLECTION OF STRUC OF STRUCTURAL MEMBERS b,e LEWl 18- CUT NG1TH0d CLEAEASRSPAN +21" DISTANCE SHALL BE Y" LENG DCUBLEJACKSTUD (2)I1A'x20ga COILED !Oga COILED ALLOWABLE STRAP BY SIMPSON wl Y SIMPSON wl LS EA STRAP TOP PLATE @ INTERSECTIONS (FACE-NAILED) (4) 16d nails At Joints - Each Side 14-10dNAILS EA STRAP t DEFLECTION SIMPSON LTP4@19' DOUBLE SILL Fuu HEIGHT KING STUD STUD TO STUD (FACE-NAILED) 16d nails At 24" Oro STRUCTURAL MEMBER GHT KING STUD 2R THAN 3:12 WITH NO 11 114' 00ga COILED HEADER TO HEADER (FACE-NAILED) 16d nails At 16" c/o Along Edge RAFTERS HAVINtlG SLOPES GREATER THAN 3:12 WITS LI180 STRAP BY SI'A AFTERS FASTEN DEL SILL TO STUD wl ILSILLTOSTUDN SIMPSON HH4 ^wJl7-1Ddx 1 Y" H1180 B" CONCRETE FDTN WALL TG STUD & 41 0d x1 PTO SILL HH4 wl7-1Ddx 1 V 410d xl Y2' TO SILL TOP OR BOTTOM PLATE TO STUD (END-NAILED) (2) 16d nails 2x4 stud FINISHED INTERIOR CEILIMIWALLLSG AND ATTACHED TO RAFTERS PARTITIONS (3) 16d nails 2x6 stud FLOORS AND PLLASTERED CEILINGS S LI360 (4)16d nails 2x8 stud ALL OTHER STR3UCTURAL MEMBERS ;B U240 STUD TO RIM JOIST/RIM JOIST TO SILL TYP OPNG CONNECTION DETAIL DETAIL DR STUCCO FINISH HI360 NOTE FASTEN STUDS AS PER NAILING SCHEDULE 1EDULE BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, EXTERIOR WALLLS WITH PLASTER OR STUCCO FINIS (2) 16d nails Per Foot FCR STUD TO STUD CONNECTIONS AND STUD TO LID TO END JOIST, OR BLOCKING (FACE-NAILED) EXTERIOR WALLS - WIND LOADS WITH BRITTLE FIN WITH BRITTLE FINISHES 0240 PLATE a SILL FOR KING STUD FLOOR FRAMING EXTERIOR WALLS -WIND LOADS WITHFLEXIBLEP WITH FLEXIBLE FINISHES U120 • Joint Description Number of Nails Nail Spacing NOTE: L=SPAN LENGTH, H = SPAN HEIGHT 1EIGHT a, THE WIND LOAD SHALL BE PERMITTED TO BE TAN ITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND POSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. JOIST TO SILL,TOP PLATE, OR GIRDER (TOE-NAILED) (4) 8d nails Per Joist CLADDING LOADS FOR THE PURPOSE OF THE DE SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. 2 8d nails Each End b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN BRIDGING TO JOIST (TOE-NAILED) O G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANT EMBERS OR PANELS USED IN ROOFS OR WALLS OR SUN ROOM RIDGE FASTENS wI BdNAIL tlNAILS 06"nk dOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, 9-5-12 PJ I TFIJ FOR F=G BLOCKING TO JOIST (TOE-NAILED) (2) Ed nails Each End ADDITIONS OR2 PATIO COVERS, NOT SUPPORTINC THE TOTAL LOAD DEFLECTION SHALL NOT EXCEE HALL NOT EXCEED U60. FOR SANDWICH PANELS USED IN ROOF 2x10 RIDGE LAG BOLTED ONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL TO STUDS w/ Y"dIa LAG BOLTS TO EA STUD 5-50-12 RENTSFDE PANDED LAYOUT BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) 16d nails Each Block OR WALLS ORZ SUNROOM ADDITIONS OR PATIO Ci NOT EXCEED W120, SIMPSON STRCNC TIE LEDGER STRIP TO BEAM (FACE-NAILED) (3) 16d nails Each Joist LSSU-20 Ownershnenduseol.Lanwals OrzwmAe end yeclhcetlona es indrumentso( foodnls professlonelareandso remain eaged of thenow, b by y ,l any These other r pelves ICE WATER SHIELD MIN 24" shall not be usadetlin inp pad mw for any other or r JOIST ON LEDGER TO BEAM (TOE-NAILED) (3) 8d nalls Per Joist WINDOW & DOOR PROTECTIV OTECTIVE PANELS 12 PAST INSIDE FACE OF WALL SEE ELEV SIMPSON STRONG-TIE - than those aWhwaed by central red, without ul the will a ulM1wlialdatldn third Archtled of Record BAND JOIST TO JOIST (END-NAILED) (3) 16d nails Per Joist It Ise Nolafbn of the law for any person, unless admg under the di edion of a Imnard STRUCTURAL PAI NELS FOR ALL DOOR AND Wit DOOR AND WINDOW OPENINGS SHALL HAVE A MINIMUM THICKNESS HID ND A MAXIMUM SPAN OF 8'-0" FOR ONE AND TWO FAMILY DWELLINGS. Nchlted to alter an Item on the dremng m anyway II an dam hand been allared, the altering NchAed shell affix he reel to the alteration and note 'alt aired by followed! by his BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) (2) 16d nails Per Foot OF 7/16" EXTERIOR PLYWOOD AND A MAXIMUI PANELS SHALL BIE PRECUT TO COVER THE GL OVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SIMPSON A06 (ALTERNATE-1 2" CONT, SOFFIT VENT ANG SMOOTH ROOF SHEATHING 114"x200a GALV MTL STRAP TO WRAP UP OVER BM & 12- DIN ONTO TO POST) SIMPSON H2 RAFTER TIE 6"dcwl R-zf Joint Description Number of Nails Nail Spacing WIND-IBORNE DEBRIS PROTECTION PROTECTION FASTENING SCHEDULE tNSU'2LA TAPE &3 COATS threat and date of the elleral F 9 Metal Tie Details FOR WOOD STRUCTURAL PANELS F RAL PANELS FOR WINDOW AND DOOR ° 514" CAP wI FLASHING PLYWOOD PANELS OPENIING PROTECTION DURING HUI N DURING HURRICANE WIND FORCES SIMPSON CS-201114'x90a SIFROM FELDMAN BED#13019 ®IIT ENGTH EN Wl1810d 11116x268" CILFARSPAN -21' Project: NT O S ILL ON PILL INSULATION LATIGN ON Z~COPPER Proposed Addition SC Alteration for 4'-0=' PERIMETER EDGE ZONE (RAFTERS @ 16'010) 8d common nails 6" c/o Edge 6" o/c Field SL-FLASHING INTERIOR ZONE (RAFTERS @ 16" o/c) Sol common nails 6" o/c Edge ,12" o/c Field PANELS PANELS PANELS PANELS FELDMAN NOSE&COVE Mrs. Dianne Ryan FASTENER TYPE < 4 FOOT 6' 1o 6' #L86]811116x11/B' < 4 FOOT 4'Yo 6' SIMPSON LTP4 @i6'dc CEILING SHEATHING 320 Fleetwood Rd, Cutchogue, NY 11935 6xsP r. FDSr wr'a• Joint Description Number of Nails Nail Spacing 21/2" #s 16" o/C 12" o/c 9" o/c CASING WOOD SCREWS 2x10TREATED FELDMAN BASE#8416 SLOPE GRADE AWAY FRLEDGER MAINTAIN MIN 8" CLEARA11116x1 98" GRADE TO WD GYPSUM 16" o/c WALLBOARD 5d coolers 7" o/c Edge ,10" O/c -Field "dIe AN'CrHOR 1 Azdsstcct 631-2540087 -+7M Seed.: Dam Yx"dia LAG BOLT BLTS W @ to WALL SHEATHING 21/2"#8 1s"o/c 16" o/C 16" O/C 12" o/C L618"WC TO RIM (3)2x10 SIMPSON 16 STRAP TO coNC SLAB l-evin P. Bertolini AIA WOODSCREWS TIE POST TO BEAM 2x8PT FJ@16"dc Joint Description Number of Nails Nail Spacing SIMPSON STRONGTIE 2x4CONT KEYWAY Ar c]ai tc ct SIMPSON LUS28 ABU66wl Z-MAR 14 Corsa Street, Dix Hills, NY 11746 PLYWOOD PANELS JOIST HANGER COATING X" dla EXPANSION BARS COAT 0 0 4'-02 PERIMETER EDGE ZONE (STUDS @ 16" o/c) 8d common nalls 6" c/o Edge 12" c/o Field BOLT Q 16'o'c TO 12" din SONOTUBE BELL FDTN BOTTOM TO 16"dla INTERIOR ZONE (STUDS @ 16" o/c) 8d common nails 6" c/o Edge 12" c/o Field AS NOTED ]2-]4-2011 R60A Job No.1112 Sd coolers 7" c/o Edge ,10" o/c Field GYPSUM WALLBOARD TYP WAL TYP WALL SECTION Rc M d Sheet Numbet: FLOOR SHEATHING Joint Description Number of Nails 9 PLYWOOD PANELS LESS THAN 1" Bd common nails 6" o/c Edge 112" c/o Field I ROOF SHINGLES Joint Description Number of Nails Nail Spacing 6 Galvanized min 129a roofing EACH ASPHALT SHINGLE STRIP ASPHALT SHINGLE STRIP nails w/3/8"dia head I SUFFOLK COUNTY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TYPICAL CONSTRUCTION NOTES ROOFING: ASPHALTIFIBERGIASS SHINGLES TO MATCH RESIDENCE ON IN BUILDING FELTONliT EXTERIORGRADERYWOODSHEATHING FWSHMG GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICESHIELD FLOOD SNOW DESIGN UNDERLAY- HAZARDS FR::: : E DESIGN MENT Q ALL RASHING TO BE ALUMINUM UNLESSSPE [RM DTHEFMSE NL FLASHING AT ROUNWALL INTERSECTIONS TO BE STEP FLASHING, MINIMUM P LOAD SPEEDDIP) CATEGORY WEATHERING pE is TERMITE DECAY TEMP REQUIRED Q Q <ca 4 ON VERTICAL SURFACE ALL WINDOWS TO HAVESILL PANSANO HERO FLASHING ALL RAKES TO BE PLASHED AND HAVEA REINFORCED DRIP EDGE PROVIDE ICE WATER SHIELD AT VALLEYS AND) EAVES MIN 24' PART INSIDE 45 PSF 110MPH C SEVERE 34 M-H &M IMF YES #390480 FACE OF WALL FLASHING AT CHIMNEY TO BE 18Oi COPPER STEP RAISING WITHTHRUWALL COUNTERRASHING E(TERIORWALL VINYL SIDING ON IN BUILDING FELTON IM EMEHOR GENERAL REQUIREMENTS GRADE PLYWOOD SHEATHING ON 2.0 STUDS AT ITNP17xCCATS, FIRESTOPPING AT 3'.0'. R-15 HIGH DENSItt FIBERGLASSE IFTIMM-K ON 3114' THICK WITH VAPOR WRIER-114' GYP ROAM INTERIORSURFACETAPE 1 INTENT OF CONTRACT DOCUMENTS: All work specified hommehall 11 SITE PROTECTION AND SAFETY: The Contractor shall protect Include all material, labor, equipment and installetlort All material and the Owner and adjacent properties from Injuries and damage. Any AND 3 COATS SPACKLE SAND SMOOTH 1R M R GYP BOARD IN BATH EN' WONDER BOARD BEHIND TILE workmanship shall be new and first quality subjecttothe Archltectsand damage done during construction due to negligence of the Contractor INTERIOR WALL IS' GYP, BOARD SCREWED TO 2NT STUDS AT 1FOIC UNLESS NOTED OTHERWISE WITH 2'x4' CATS, TAPE AND 3 COATS SPACKLE Ownersapproval The Architect reserves the right to clady the work if or his subs shall be corrected without delay or expense to the Owner. BAND SMOOTH-518' MR GYP, BOARD IN PATH GO' WONDER BONN GRIND necessary by additional detail drawings or written desenption The General Contractor shall be held responsible for the proper protection and preservation of all trees and shrubs that are notta TILE, FLOORING: 2 MEASUREMENTS: Each Contractor shall be responsible forvenfying removed from the work area. The Contractor shall nosy the 0enerm o- all dimensions and measurements in the field and laying out warn prior to writing prior to the commencement of his work ofany tree or shrubs TYPICAL OAK ROORNG TO MATCH ON 1S FELT ON 3H' PLYWOOD SUB the commencement of work, Anydlscrepanciesshallbebroughttothe ihathe feel should be removed orreplanted Commencement ofwow FLOOR MTN CERAMIC TILE ON 1- MUD BASE ON 3l4' PLYWOOD SUB ROOK attention of the Architect for his consideration and clarification before will represent that the Contractor has accepted the site as Is, proceeding with the work In no case shall such differences cormblam he All temporary enclosures shall be provided and maintained where ever TREKDECK GCOLORTOBE C ER PLYWOOD SUBROOR SHALL BE GLUED i SCREWED) TO ROOD JOISTSS12Ei basis for an extra charges of compensation needed to protect construction from weather or to protect the bullding SPACING NOTED ON RAN, N TO BEBRIDGEOATMN SPAN WITH M L TENSION TIES, AND BLOCKED OVER BEAMS 3. QUALITY CONTROL: General Contractor shall maintaln quality against unauthorized entry or theft Particular care shall be taken if control over products, suppliers manufacturers, services, sea conditions work is near a swimming pool Provide fencing around the pool dung MIN 6" GRAVEL BED UNDER DECK FOR DRAINAGE INSULATION: CEILING R-30 HIGH DENSITY FIBERGLASS RATT INSULATION WITH KRAFT FACING SO THICK UNLESS NOTE OTHERWISE and workmanship to produce we* of specified quality. All workmanship the construction period to prevent ant" the pool CEILING VT GYP, BOARD SCREWED TO CEILING JOISTS, TAPE AND 3 COATS shall be first quality matching Industry standards, by qualified and tralned 12. SITE MAINTENANCE AND CLEANING: The General Contractor mechanics familiar with their respective "do shall be responsible for maintaining the job site In a neat, safe and - 4 SPACKLE SAND SMOOTH MESON WOOSI ALL EXTERIOR MOD TRIM TO BE 1A NO TRIM 4. FIELD ENGINEERING: All grade lines, levels and benchmarkehall be orderly manner at all times. All debris and rubbish shall be removed o 27'-7a" 13'-23'8" 12'-W4„ BOARDS established and maintained by the General Contractor. Ifnecessary the from building site as rapidly as it accumulates Provlrleardmalwaln General Contractor shall retain a licensed land surveyortostam.utthe proper waste containers. No food waste an the floor Wit be tolerated °o building and verify required setbacks When building is close be the All trades shall arrange to clean up their respective debris. 5- 4'-236" 5'-73/8" 3'-4%"' 4'-736" 3'-43j" 4'-7Y," required setback lines, a surveyor will be required to stake out the 13. MATERIALS AND EQU IPMENT: I REMOVE EXISTING EXT building and reconfirm the location of thew foundation walls before fmming begins A. TRANSPORTATION AND HANDLING: Arrange and tmnspoh M SHOWER, PLUMBING 8 DRAIN I 0 5. _BUILDING PERMITS: The General Contractor shall Prepare, and file products by methods required to avoid product damage; deliver in LINES-GC TO PROVIDEALT I-ff' DRESSING for all building permits and other approvals necessary fortheperformance undamaged condition In me equipment deiners - unopmed ofhiswork. All permit fees shall be rembursetllathe COnhacfor by by the lha packaging In tlry condition Provide pand PRICE TO RELOCATE PUMP 5'-0"x5'-B"DRESBING HOUSE TO NEW CRAWL SPACE / RR@1S damage. pem le Owner products by methods ds to to prevent revent sailing oiling or r tlamage Promptly to Promptly inspect nspect -ACT LOCATION TO BE 2x6 RRQ16"WC In no case shall the General Contractor begin work In any manner shipments to assure that products are undamaged - - - VERIFIED IN FIELD until proper approval and a signed building permit is issued The S. STORAGE AND PROTECTION: Store products In accordancewith General C.nldaclar shall be responslble far notifying the building manufacturer's lnstmetlangwith seals and labels Insist and legible Inspector of the progress of the work and request timely Inspections Store sensitive products In weathertlght enclosures off the ground; by the bulltling Inspector maintain within temperature and hwmltllty ranges required by Upon completion of the work, the General Contractor shall request a manufacturer. Instruction.. (2)2X10 0130410 TWW410 TW3TH0 0 final inspection by the Inspector and provide all required Underwria a Provide temporary protection for installed product.. Control traffic I i~ Certificates and secure a Carllllcate, of Occupaancy priorto filing a in Immediate area to prevent damage. Provide protactve covering 0 TW1411 TW304B0 Certificate of Substantial Completion with the Architect, for walls.prole.fims, jambs, rolls, and soffits ofopenings Protect ll finished goon; and stains from tmfk, movememofheavy Still I LI7lR 6. BUILDING CODES: All construction shall conform lathe latestedlgon and storage. Repair and replace any damaged surfaces. at time of signing the contract of the local and State Building EXISTING DINING AREA 11 L~ Construction Code, the State E nergy Conservation Code, County Health 14. CONTRACT CLOSEOUT: Upon completion of the work, the Department requirements and all local agencies having Himalayan. General Contractor shall personally Inspect the entire pretest and confirm that all work is In accordance with the plans. Any Eefedile, or EXISTING EXISTING KITCHEN NSTALLTHREGHOLDAS 26RR~i6"dc 12-0" ~fiRR 16"dc 7. TEMPORARY FACILITIES: The General Contractor shall pmvlde, damaged work shall be comcme. maintain and pay for all temporary uthtles that may be needed for his CLEANING: The entire construction area Inside and out shall be TRANSITION FOR FLOORING CE A work. If the Owner allows the Contractor to use the existing facilities, thoroughly cleaned ready for the Owners use This dam not EXISTW LL TOBECAPPED- 2x6CJ@76'0ic the Contractor shall reimburse the Owner far such use. The Contractor constitute just "broom swedil All surfacesshallbepromssionaliy shall be responsible for the maintaining such Wliles In an organized cleaned and polished Including all glass, NO, woodwork, cabinetry, I NON WO KING PUMP TO BE and safe manner. bath fixtures and all painted surfaces and floors. Clean the inside III 3 RELOCAT D ON DECK VERIFY e~ Germal Contractor shall provide, pay for and maintain all temporary ofallcabinetryanddmwers. Remove all waste and surylusmatetlal (2)7'X 114"micrclam LOCATID INFIELD t mrqulmd far the execution ndudirgbntnoelimited d.Ibrm rubbish end constriction facilities from the Project and sit. No to ,city for power and lighting, and vendrol shall be buried on site. rvicesamfary facilities, tlumpstumpst and all debris all needed 44 PORT - - - , x4 POST J TO Cc iO leddera and sharing shoring OPERATION MAINTAINANCE DATA AND WARRANTIES. The do-watering equipment, scaffolds, sodden and co General Contractorand hie subs shall provitleallwngen opaed ll l be LIST OF SUBCONTRACTORS: The General Contractor shall rovldea Instruction and warranties Installed system LREMOVE WALLS 6 FLOORING, (2) 2X8 )1~'X ~Zl EVEL DINING NEWWDFLOOR TONEW CUTENDS MI "HEEL O INSTALL e of iractom (including to the commencement telepho lephonee numbers) iMat will Including all residential e hani shell III DINING AREA TRAIJSRION TRANSITION TO -D. 3 (2)T-fi'xfi B. trod the Owner r tr areal ere mechanical be ...11 all used an ap o ch maintenance. each o work. minis list be EXIST@THRESHOLDS 3,j shall be updated and kept t current the unent as construction proceeds rn, The Owner mechanical to al tratle shall proviIncluding The TM1e provide written n inshctons regarding their explained reserves the the rights to reject l any subcontractor etorfor aM mason they may and Include aname and e type Will numbers schedule In case case of of emergencies. choose. All electrical panels shall ll have a a type written schetlule Indicating what UNDRY Fo I SD I C S. COORDINATION: The General Contractor and all other each circuit controls 2~'-~6°x6-6' BEDIROOM#2 A A-4.1 subcontractors shall coordinate their work with all adjacent wow and PROJECT RECORD COCO MENTS: Prepare a set of clean blueprints cooperate with other trades to fncllltale the progress tithe work Each which documents all changes and atltlltlonslathe working tlrawings by C 12'-03'e 6 " - 4'-336 2'-636" '?8 12'-IY4" I trade shall afford all other trades every reasonable opportunity for the Identifying with sketches antl dimensions In red on the Onto,ihe exact BEARING W"LL Instellellon of their work and slarape of their equipment antl rrmtetlels, location of burled Items such as all the uli lams, the entire septic system, The General Coniractarshall be responsible for the proper coordination and all Items changed, encountered, Or added during construction ExrSTu EXISTING LIVING ROOM CO SD i I of the work. Store documents separate from those used for construction Submit T documents with transmlital letter containing Este, project title, 7 ~_INSTALLTHR 5 DAS Ga' 2)2'-o xG- BI FOLD M The General Arctorantl his subs, coon nslruo Contractors name and address, list of documents and signature offfm _ meeting with the he Architect to discuss ss the he shall schedule and d coordination of of the Contractor. INSTALLTHRESHOLDAS- TRANS R7& I`NG @J + (2)2-0"xs'-8"BI-FOLD qBI work. Submit p ar to final inspection a 8-1 12"x 11"three ring binder with TRANSITION FOR FLOORING ~F. \ " R"A ceseee ete6 1g. INSURANCE: The Owner shall seek professional advice from his durable plastic cover which Includes the ln(omation and names and ~ ~ ~Ineulalatl dr I ~ I 1 i 1 Insurance supplier and maintain and pay premiums for Insurance on all addressee required work now, and Incorporated In the bulltling against loss damage from fire, RELEASE OF LIENS. Before final payment will be approved, the O tornado, theft or vandalism. The Owner shall also protect his Interest GenemlC.ntractorshailsubmlttothe Arohltect,an.nz.d Release 12'-036" `YZ" BEARINGWALL SD from contingent liability far damage for personal injury Including death, of Lien affidavit stating that all meatiness connected with the work for which may arise from operations under this contract which the Owner or their property might In any way be responsible 1-2-13 ADDED RINOFF INFORMATION, NEW WINDOWS AC UNIT TO PLAN The General Contractor shall provide the Owner with a Certificate of have been paid in full. Insurance naming the Owner and his property as co-m5ured,covering ~ I I I su s^xsA° I II 9-5-12 PRINTED FOR G workman compensation Insurance and liability for $2,000.000.00- If so required by the Owner, the Contractor shall provide additional $2,000,000.00. signed and notarized by each subcontractor stating that they have been paid in full and have no additional claims against the Owner 5-30-12 REVISED EXPANDED LAYOUT EXISTING BEDROOM I 'sH ER BATH aa m I ~ I I I Ownership and use of Documents Dial and spedtliallons as Instruments of II 3'- " b - pmlesslenal aware, are and shall remain the property of the Archhecl Thew documents shell not be used in pad or whole, for any other project or purpose, by any other par iss II i REMOVE WINDOWS OUT wlgEp C T . FLOOR BEDROOIM #T OPNG FOR R NEW EW ANDER% A T` than those surprised by central , without the writer outhorimlean of the Archilect of Rai It Is a woollen of the law forany person, unless edtla, under the dtrecdon of a licensed EXISTiA EXISTING SCREEN PORCH oio aMeevc LOS ET Is 5'-W" 2'-tV4 13'-4 Archiled to alter an hem on rho dmwng In any wry If an item has been shared, the II I 1z" I I ahering Nehtlest shall affix his real to the alteration and note'allered by' followed by his GENERAL CONSTRUCTION NOTES 101 signature and date of the allemtion . ~ I LDI~ Twzaz - Twzaa2 tzj xxe - - - 1 All dimensions are to rough framing. Do not scale drawings. Use figured dimensions. O1 TWZa2 - (2) 2X8 LDR - - - - - 0- - - 2( 28 M nbouWal 2 CUTTING AND PATCHING: Each subcontractor or trade shall be responsible for doing their on toting and patching unless arrangements are made with the Floor Plans General Contractor to do so. Vardy any questionable cutting with the Architect prior to performing work. a I I, EAREA $Q1EJi00F LEA?ERS TO DRAIN 3, All structural material or assembles subject to deterioration which might become structurally unsound if unprotected shall be protected In accordance with I n TO SPLASH BLOCKS AND INTOA 1S TRENCH DRAIN AROUND Project: generally accepted standards as per the State Code at time of contract signing. , as RR@IGtk 2x6 RR@i6dc Ol .e ,X= a Iff PORCH AA (B 2X8 PERIMETER OF OWELLIIN~/. 4. CONCRETE. NI concrete shall attain a minimum of 3000 psi (air entrained) compressive strength after 28 days. Newly poured concrete shall be keptfrom OVERTLOwTD DRAIN IN ? VVN Proposed Addition 8:: Alteration for freezing and allowed to cure in accordance with American Concrete Institute standards. Garage Slabs shall have 3500 psi strength. AREA 5. All footings shall extend to undisturbed virgin soil having a minimum bearing capacity of one ton per square foot. (Graded sand with gravel). The bottom of all footings shall be minimum of 3'to 4' below finish grade. Maximum pitch ratio for stepped footings shall be 1 in 2. Mrs. Dianne Ryan 6. All reinforcing bars to be intermediate grade 60 deformed bars, Al to Amencan Concrete Institute and American Reinforcing Concrete Institute standards. 320 Fleetwood Rd, Cutchogue, NY 11935 Minimum of 30 diameters lap on all splices. 6x6 POST I 7. Sill anchors in all foundation walls shall be 518" dia. "j" bolts wth 3x3x %q' washers, Maximum of 3'-0" on center, 8" from each comer, and 6" each side of joints In sill plate. Minimum of two bolts per member. All sills to be pressure treated lumber, have sill Insulation and 20Z copper termite shield, as per code. Minimum 8" penetration into concrete 1% Architect 631-254-0087 8. STRUCTURAL STEEL: All steel to be ASTM A-572 Grade 50, all fabrication and erection shall be in conformance with American Institute of Steel Construction specifications and standards. All field connections to be bolted connections and all steel to be shop primed and repainted after installation Minimum of 4" end bearing on all beams M ¢ ¢ EXISTING DWELLING 9. LUMBER. Al structural lumber shall conform to State Code, Product Use Manual of Western Wood Products Associations and Plywood and Grade Guide of the Q q WALL Kevin P. Bertolini AIA American Plywood Association. Species All lumber to meet or exceed the following standards of quality: Horizontal framing members Coat and rafters) to be 12'-W4" 2'-9" A r c h i t e c t Douglas Fir -Larch, Construction grade, min. Flo = 950 psi and E =1,500,000 Vertical framing members (Studs) to be Douglas Fir- Larch standard grade Po = 525 psi and E=1,400,000. 29._5Y" 14 Corsa Street, Dix Hills, NY 11746 10. Ail plywood sheathing shall be exterior grade with waterproof glue In conformance with American Plywood Association specifications and grading. 11. FRAMING: Provide double jacks at each side of vertical openings. Provide Double rafters, joist or headers and trimmers at all ficorand roof openings. Provide 7%" srai~: note : metal tension lies cross bridging at maximum of 8'-0" on center continuous from wall to wall for floor and telling joist Provide freblocking on all load bearing walls as per section R-602.5 of the New York State Residential Code requirements AS NOTED 12-14-2011 12. GYPSUM BOARD: All gypsum board shall be 1l2', unless noted otherwise Provide minimum 518" Type X firecode 60 In garage and boiler room anew All Job No. : gypsum board in bathrooms shall be moisture resistant gypsum board Provide 112" Wonder board or Durorock cemenhous backer board in all shower and tub 1 FIRST FLOOR PLAN . VED A/jCy'r 1112 areas and behind file. All gypsum board shall have tape and three coats of spackle and be sanded smooth ready for painting. 1 A 2.1 y =V-0" v,W CpTDIC¢ sh«t Number. 13. All WINDOWS as specified shall be double glazed, have weatherstripping and have concealed fleshing and drip cap. All window units shall be provided with full screens and locking hardware. NOTE NEW FORCED HOT AIR UNIT TO BE LOCATED IN NEW ATTIC SPACE WITH AC AIR a"~ a u 14. All ELECTRICAL and MECHANICAL WORK shall be installed in strict conformance with the National Electrical Code and have Underwriter's Laboratory HANDLER approval. All mechanical work shall be laid out and installed in a first class and quality manner. Sloppy workmanship will be rejected. 15. Provide hard wired SMOKE and CARBON MONOXIDE DETECTORS with battery backup in all bedrooms, areas outside of badrooms,and each floor as per I ':I, A-21 section R-313 of the 2010 RCNYS Code requirements. 16. All attic exhaust fans, it provided, shall be installed with means for automatic shut-off in the event of a fire 17. FIRE ALARM SYSTEM: shall Include an automatic shutoff to all mechanical fans and burners within the building to insure that when he alarm system Is ti.0 ..f. activated, that all fans and burners will be shut off to prevent the possible spread of fire or smoke. TYPICAL CONSTRUCTION NOTES ROOFING ASPHPLTIRSERGLASS SHINGLES TO MATCH RESIDENCE ON IAN REMOVE SHED R REMOVE SHED ROOF FRAME NEW ECHOING FELTON 112' EMERIOR OWE PLYWOOD SHEATHING PUSHING: GABLE ROOFEDI GABLE ROOFED DORMER 2x6 RR ALL FLASHING TO BE ALUMINUM UNLESS SPEC RED OTHERWISE NL FLASHING AT ROOFAAALL INTERSECTIONS TOM STEP FLASHING, MIWMUM A' @16l ON VERTICAL SURFACE, ALL WINDOWS TO HAVESILL PANSAND HERO \ @18"Wc \ ARCHrTECR1RA \ ARCHITECTURAL GRADE ASPHALT FLASHING ALL FLARES TO BE FLASHED AND HAVE A RESPONDED DRIP MME PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN 24'PAST INSIDE - SHINGLESTOM SHINGLES TO MATCH STING ON FACE OF WALL. FLASHING AT CHIMNEY TO BE 15oz COPSERSTEPRASHING WITH THRUWALL CDUNURFlAWIING 0 15#FELTONV 16# FELT ONY2" EXT XfGR GRPLYWO FLASH ROOF wl METAL STEP EXTERIOR WALL VINYLSIOING ON 14 BUILDING FELT ON 112' EXTERIOR FLASHING OVER ICE WATER GRADE PLYWOOD SHEATHING ON 2'0 STUDS AT IWWv, WITH Yx4' CATS, FIRESTOPPING AT G' 0', R 15 HIGH DENSITY FIBERGLAS BATT INSULATION FLASH ROOF TO NEW WALT i ROOF TO NEW WALL wl SHIELD MIN 12' EA SURFACE 31W THICK WITH VAPOR WRIER IS'GYP 30R INTERIOR SURFACE TAPE METAL STEP FLASHING OVI L STEP FLASHING OVER AND 3 COATS SPACKLE SAND SMOOTH IMMRGYPPOARDINEATH,90' WONDER BOARD BEHIND TILE ICE WATER SHIELD MIN 12" SURFACE ATER SHIELD MIN I2"EA ACE ICE WATER SHIELD MIN 2A' PAST INSIDE WALL FACE INTERIOR WALL ill' GYP BOARD SCREWED TO TO'STINSAT 1G'clG UNLESS NOTED OTHERWISE WITH VM' CATS, TPPEAM 3 MATS SPACKLE SAND SMOOTH-5/e' M R GYP BOARD IN BATH MY WOODEN MARC BEHIND I TILE FLOORING: TYPICAL OAK FLOORING TO MATCH ON 159 FELT ON 314"R-MOODSUR FLOOR, 9ATH CERAMIC TILE ON 1- MUD BASE ON 314- PLYWOOD SUE EDGE EXIST EXIST EXIST PLYWOOD SUBROOR SHALL BE GLUED & SCREWED TO FLOOR JOISTS SIZES RAIL AND USTER ]NE H VINYL SIDING ON P' RIGID INSUL iGB FELT o SPACING NOTES ON PLAN. FJ TO BE BRIUGED AT MID SPAN WITH MM TENSION TIES, AND BLOCKED OVER BEAM 0 PICKETS 4dc EXIST T 10 0 WP TW 10 HEW ON Yz"E%T GR PLVWD m r 2 z T HIM TW210410 INSULATION CEILING R30 HIGH DENSITY FIBERGIAMEATUNSCARON 210410 WITH KRAFT FACING 8X-THICK UNLESS NOTED OTHERWISE CEILING 112-GYP BOARD SCREWED TO CEILING JOISTS, TAPEAND 3COATS SPACKLE SAND SMOOTH SVERIGE WOODWORK XL FMERIOR WOOD TRIM TO BE Ix LNG TRIM BOARDS GRADE NOTTO SCALE SHOWN AS REFERENCE SLOPE GRADE AWAY FROM BLDG- VERIFY IN FIELD SEE GRADING NOTES-GC SHALL INCLUDE IN HIS PRICEA STACK STONE RETAINING WALL AS - - - - - - - - - - - - - J 1 NEEDED TO ALLOW PROPER GRADING 1 FRONT NORTH ELEVATION A-3.1 114"=11-0" NEW ROOF TO ALIGN w1EXISTING ® o 0 i i m m w m w a W 4 t I 12'dia SONOTUBE- BELL BOTTOM TO 1 6' dla 9-5-12 PRWTED FOR FILING 5-30-12 RUWSEDEKPANDPD LAYOUT 2 WEST SIDE ELEVATION 0,dambriddoseof0owmenis prevnngs and apeclhcallsns as mslrumenisaf pmfeeslonal c rvlce, are and shall remain the property of the PrthXed These dacumanls shellnolbeusedmpadorva le, im any other projector purpos, by any olhsr pedns \1 ~11 1/4 1 1-0.1 than those euthorizatl by conirecl, wilM1OUt the vrlllan authorrzation olfha Archdad of Record Archchltem ent to neof the law foranyperson, y If uniteedles shared, lv to aXer an tlem on the drawlnA In n any eny my If an item m In has been altered, the , the altering Architect shall ally his seal to the signal end note 'alleard by' roll by his signature and data of the alle2tlnn . FLASH ROOF TO NEW WALL w/ i METAL STEP FLASHING OVER ICE WATER SHIELD MIN I2' EA i nR~ SURFACE Elevations REMOVE EXIST SHINGLES RE-ROOF WARCHITECTURAL GRADE ASPHALT SHINGLES ON 1511FELT Project: FLASH ROOF' w/ METAL STEP III OR PLVWD FLASHING OWER ICE WATER SHIELD MIN IIT EA SURFACE Z Proposed Addition & Alteration for Mrs. Dianne Ryan 320 Fleetwood Rd, Cutchogue, NY 11935 Ax r cct 631-2540087 I I w w 4 41 Kevin P. Bertolini AIA W 4 W 41 A r c h i t e c t 0 14 Corse Street, Dix Hills, NY 11746 swt: nate GRADE NTS SHOWN AS I ~ AS NOTED 12-14-2011 REFERENCE job No. : SLOPE GRADE AWAY FROM BLDG SEE GRADING NOTES -GC SHALL INCLUDE IN HIS PRICE A STACK 9S~'011") ARCy 1112 sbeet Numbct: STONE RETAINING WALL AS L NEEDED MALLOW PROPER f GRADING L------------ -_L------------ ----------L ----J ~a I $I~ 3 REAR SOUTH ELEVATION A-31 ~31 1/4 1 1-0.1 ~.ti NEW ROOF TO ALIGN NS FIR @16" NEW ROOF TO ALIGN wl EXISTING W/EXISTING 2x4 CT @ 16" arc 2x4 CT@I&a!c 2x6 RR Wc/c (2)1Y411 X 11Y"m1cralam AS RR 16"olc FRAME WALL UP TO LOWER ROOF RAISE WALL TO PORCH RR HVAC UNIT RAISE WALL TO PORCH RR 2"dia VE FA BAY 2"d,. VE EASAY (2(1%' X 11Y'mlcrolem EXPOSE RAFTER c EXPOSE RAFTER To CJ 1 "Gc " GYP BD CEIL& WALL, IIII VINYLBEAD TAPE &3 COATS SPACKLE Y° GYP RC CEIL & WALL, BD CEILING SANDED SMOOTH IIII TAPE & 3 COATS SPACKLE 6xG POST I I VERSATEX 3" III III III IIII N, II 6x6 POST I I SAN CEO SMOOTH II II II N I I II I I I II II CROWN 2x10 CJ@16"ryd li I I BEDROOM#1 j ~I II BATHROOM li o FLOOR To TCH _ _ J - - _I _ _ l_ WD FLOOR TO MATCH 1L EXIST ON 154E ON I I PLY EXIST 15 FELT ON Y; EXISTING DINING AREA SULR I I LYWOSU~F R II II 2x6 FJ IG of 2x6 FJ 160Ad 2x6 FJ@16"dc NG FJ@i6'om 2X0 FJ~i6"q1c (2) 2X,0 TREATED BM 2xS FJ@i6"Wc OVERLAP JOIST TO 2x9 FJ@i6'dc - _ - - I (2) 2x10 TREATED 9M I I I (2) 200 TREATED BM - - - _ BATH WALL _ - - - - - - - - - - - - I I I I 12'dlG SONCTUBE-SEU BOTTOM T016' DID I I I I 4 n LJ LJ A CROSS SECTION B CROSS SECTION X-4.1 =T-0" TYPICAL CONSTRUCTION NOTES HING PWFlNG, ASPHALTIFIBERGLAES SHINGLES 70MATCH RESIDENCEON 150 FLASH ROOF TO NEW WALL WI METAL STEP FLASHING OVER ICE WATER SHIELD MIN 12" EA SURFACE BUILDING FELT ON 112- EXTERIOR GRADE PLYWOOD SHEATHING, PUSHING' ALL PLASHING TO BE ALUMINUM UNLESS 6PELIFIED OTHERWISE ALL FLASHING AT ROOFMIALL INTERSECTIONS TO BE STEP FLASHING, MINIMUM W NEW 2x RAFTER FASTEN ON VERTICAL SURFACE ALL WINDOWS TO HAVESILL PANGAND HERO FLASHING ALL WE5 TO BE PUSHED AND HAVEARSHFORCED DWPEOGE TOWALLwl%-LAGBOLTS IN EA STUD (16"010) PROVIDE ICE WATER SHIED AT VALLEYS AND EAVES MIN 21' PST INSIDE FACEOFWALL FLASHINGAT CHIMNEY TO BE 16. COPPER STEP FLASHING WITH THRU WALL COUNTER FIASMNG EXISTING UNFINN [SHED EXTERIOR WALL VINYL SIDING ON 150 BUIDING FETON 11T EXTERIOR GAMEPLYWOODSHE4HINGON2'x4'SRNSATlVWc,WTH2tP TS, ATTIC TO REMAIN FIPESTOPPINGATB'IT F15HIGHDENSIttFIBERGLIGSB.ATTINSIIUTION 20 iagE E 3112' THICK WITH VAPOR BARRIER -1IT GYP BOARD INTERIOR SURFACE TAPE AND 3 CDA75 SPACKLE SAND SMOOTH- UP M P GYP BOARD IN BATH, BI- 2xSR i6'd A. ---5 5TRO 0 WONDER BOARD BEHIND TILE (MENOR WALL 112-GYP BOARD SCREWED TO Tx4' ETHOS AT 16Wa UNLESS NOTED OTHERWI5E WITH 204' CATS, TAPE AND 3 COATS SPACKLE 2x J@1 c SAND SMOOTH- SM M,R GYP BOARD INBATHWV WONDEPSOAROBEHIND TILE FLOORING. Y" GYP BD CEIL& WAL TAPE & 3 COATS SPAC NPIC4 OAK 0.00RING TO MATCH ON 151 FELT ON 319' RYWOCDGUB SANDED SMOOTH FL-00A BATH. CERAMIC TILE ON 1- MUD BASE ON Y9' PLYWOOD SUB FLOOR PLYWOOD SU00.OOR, SHALL BE OLUM I SCREWED TO ROORJOISTSSIZE6 SPACING NOTED ON PLAN, FJ TO BE SRICGE)ATMIO SPAN W THMR TENSION TIES, AND BLOCKED OVER BEAMS. EXSTINGTOREMAIN J NEW WALL TO m INSULA90N CEILING R 30 HIGH DENSITY FIBERGU55EATTINSNATION WITH KPAW EmNe HI THICK UNLESS NOTED OTHERMSE DIVIDE CLOSET W 41 FF+ SOUND: 112' GYP, BOARD SCREWED TO CEILING JOISTS, TAPE AND 3 COATS SPACKLE SAND SMOOTH BEDR00 1 EXTERIOR WOODWORK ALL EXTERIOR WOOD TRIM TO BE ix PVC TRIM BOARDS BEDROOM #2 (2) 2x10 TREATED BM 2 zx , EXISTING CRAWL SPACE TO REMAIN 2x6 BLCCKwG BTWN JOISTS 9-5-12 PRINTED FOR FILING @3701c BELOW PARTITIONS TYR NEW FOUNDATION WALL TO 5-30-12 REVISED EXPANDED LAYOLTI ENCASE & BE DOWELED INTO EXIST CONC PIERS u u Owoemhrp and u u rs 0daummle 0ravnnAS antl specnc~atrons as rndrumentsol professional assae, are and shall remain the properly of the Arehtled Them documents shall not be used n partor whale, for any other prated or purpose, by any other parties than Thom sulhomatl by mntri.[hur t the wigs. affro ixetlon of the Pochead of Record C LONGITUDINAL SECTION It Is a violation of the law for any perms, unlade aching under the tlvedlon of a Tell Assailed to alleren rIsm on the drawing in anyway. If an Item has been altered, the sharing Arnhlted shall affix his desire the alteration end note 'altered by' folbmtl by his signature and dale of the alborahon . Draw ng : Elevations & Sections NEW RGOF TO ALIGN wl EXISTING 2,10 RIDGE Pm)e t: Proposed Addition & Alteration for 2x4 dla8 BRACE 2x6 RR @ I& do Mrs. Dianne Ryan 2x6 SHEAR BLOCKS 2x4 CT @ i6" do 26STRONGBACK 320 Fleetwood Rd, Cutchogue, NY 11935 J@16' c BEARING WALL 2x SOLID BLK'G BTWN CJ 48'clc-2 BAYS 1% Ade.hice<x 631-254-0087 y' GYP SO CEIL &WALL, (2(1%" X SYY mmrclam BEVEL TAPE & 3 COATS SPACKLE COT ENOS MIN & HEEL SANDEDSMOOTH I-Cevin P. Bertohni AIA BEDROOM#? BEDROOM #2 A, c h i t do c t WD FLOOR TO MATCH / 14 Corsa Street, Dix Hills, NY 11746 EXIST ON FELT ON / PLY WD SOBFBFLR / 2x6 FJ@16•olc ' sn~~: Dax~ =164.2lx8FJ 2BFJ 16,k 2x8FJ@16 (2) 2x10 TREATED BM AS NOTED 12-14-2011 Job No. : MIN 6" GRAVEL BED UND DECK FOR DRAINAGE Ep1P1 ,YC ~rP 1112 12 the SONOTUBE- BELL Shore Number . BOTTOM TO W d,. q A-4.1 p CROSS SECTION A-4.1 1/4" =1'-0"