Loading...
HomeMy WebLinkAbout37733-Z Town of Southold Annex 3/12/2014 P.O.Box 1179 C. 54375 Main Road 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 officed 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. C o ' ed Signature Tex' TOWN OF SOUTHOLD o�SUFFOIp-� . Gym BUILDING DEPARTMENT y TOWN CLERK'S OFFICE y • SOUTHOLD, NY �Y�ztfi 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: 1/7/2013 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 #6601as applied for At premises located at: 320 Fleetwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-13 Pursuant to application dated 11/26/2012 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: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. - 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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: 32-0 (­­e+L-bpc> d?0!1 House No. Q Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section I ,� Block �"1 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: AppIic tgnature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 • Southold, NY 11971-0959 y?j�! 0� roger.richertCcDtown.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 R20 Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, 3-paddle fans, 1-exhaust fan Notes: Inspector Signature: Date: Aug 5 2013 Electrical Certificate.xls o y $ Town Hall,53095 Main Road A Fax(631)765-9502 P.O.Box 1179 - �O• ��� • Telephone(631)765-1802 Southold,New York 11971-0959 J BUILDING DEPARTMENT TOWN OF SOIL THOLD CERTIFICATION Date: Building Permit No. .3 li 3 �7 Owner: I ►V PLY e� (please print) -Plumber: � v--s�(please pent) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Vldgf��IQPER NolM FUbk Nlar Ybik Qualified in Suffolk Ceunry. Commission Expires Suffolk 1. _... (Plum Signature) Sworn to before me this day of A201 Chi "CO) Notary Public, County 3,7,7�_3 ��OE SO�Tyo cDUNTY, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL �I L) REMARKS: 44� Z:2 - DATE G �:3 INSPECTOR ��4 OF S0!/ry�l cOUHiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ON [ ] FA4ND3ATION 1 ST [ ] 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 SOUry�� - �'YUOUNiY,�c� 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: d /3 ( r DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION 1 ST [ " ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ) REMARKS: f3 W.,v 65 JX, DATE INSPECTOR 3 3 3 �o��Of SOGIyo<o cOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU G. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING /STRAPPING [ 6] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �° OF SOUTyolo �A n �y�OUNi`l 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE �1� INSPECTOR74TZLE�;-- ,37 23�±- OF SOUTyolo �'YOOUNTI,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P EIG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATER 3 -3 INSPECTOR f � OF SOpr�o� co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -c_z_- DATE INSPECTOR OE SO(/r�olo % • a� ��y000M`1,�� 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION W] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORVk � _ z MIN INSUL PON STATE ENERGY CODE MRTF � f- ' /- 7 ADDITI&A c6��tm I=- _ r= v wr �����Ist�ii► • TOWN OF Sf,UTHOLD 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 n11 single& Separate DU Storm-Water Assessment Form 2012 Contact: Approved 1201 Mail to: Disapproved a/c BLDG.DEPT. �s� TOWN OF SOL'THOLD Phone: q q-7,c5 Expiration 7�7 ,20—Z-4 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 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 applicabletaws, 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 codjargulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature o a icant or name, if a corporation) (Mailing address of applicant) 1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises U (M 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 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wo•k will be done: _ o House Number Street Harr et County Tax Map No. 1000 Section 110 Block a i� Lot �'� Subdivision Filed Map No. Lot r' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy rj b. Intended use and occupancy .S'c�t/ 3. Nature of work (check which applicable): New Building Addition `� Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy., specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,--to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 Notary Public,Siato of Now York No.01 BU6185050 (S)He is the GV�-�L'—'N— Qualified-ir�u rr�y (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2O/L of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 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. ft. lot, 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 recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots between 20,000 & 39,999 sq. ft., the required front yard setback is 40'. The proposed additions indicate front yard setbacks of 12.9' &31.11' on this corner lot. Authorized Signature BOARD MEMBERS f So Southold Town Hall Leslie Kanes Weisman,Chairperson �� l/lyolo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. � � Office Location: Gerard P.Goehringer COOTown Annex/First Floor,Capital One Bank George Horning • �OQ 54375 Main Road(at Youngs Avenue) Ken Schneider co Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 E FINDINGS,DELIBERATIONS AND DETERMINMEETING OF NOVEMBER 15,2012If11/ 2 0 N12ZBA FILE 6601NAME OF APPLICANT: Diane Ryan SCTM#1000-110PROPERTY LOCATION: 320 Fleetwood Road corner Hamilton Avenue CutchoBLDG.DEPT. ( ) TOWN OFSOUTHOLD SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. i 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 31.1.1 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: 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 File#6601-Ryan CTM: 1000-110-4-13 will be in keeping with the existing architectural construction of this house and with the surrounding homes in the neighborhood. 2. Town Law §267-b(30)(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. I 4. Town Law V67-b(3)MN) 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. I j'. 5. Town Law V67-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 f limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. ! i 6. Town Law V67-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 267-13, 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. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. I i Page 3 of 3—November 15,2012 ZBA File#6601 -Ryan CTM: 1000-110-4-13 i 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?G /2012 I f i i i I 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 I000Gallon Septic tank and l- 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, pF NEl1,y R 0 �5 DEf o�`r e `Deerkoski P.E. 0 7 �r AR�FEW��P •� E C E ll U E DEC - 52012 BLDG. DEPT. MIMI OF SOUTHOLD li (MVTown of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Wafer Pollution Prevention Plan Assessment Form � f GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent.-Consultant-Contractor or Other(Circleone) Property OWNER.(If Different than Applicant) Add Address: d� tvo t✓ e�Z c L) Telopho' , Fax# .E-Ma (f E-Mail: Property Ad s: Brief Description of Construction Activity,Proposed Structural BMPs,Soil ' S.C.T.M.#: 9000 F Stabalimaion BMPs,Project Scope and/or Sequence of Conslnrction.Activity I I n�o-id bcd on abeN Le 1Provide AdCrtim,al Pages as NeEA¢Cl Ii Name of Contractor and/or Contact Person Responsible far implementation of SWPPP: W3 -_�Sek�.fjy �2 •�- T m II Addrass:/r � G�2 L��z `lr, • Gr� J" ____.._.,.__.,._._u._.._.___.__...._�...,.-.._.„,._____________ Telephonre# Fez#: ------------------------_-_-_R__-.------------- I t. E-Mail: .._._----____._..__-_----_-_..M..-------------...._.._ -_-.._.-_---- -------------.._---__..,,._.«_---_-- I• Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: ----------------------------------------- Address: , ----------------------------------------- Telephone Faxik ----------------------------------__----- -- I E-Mail: I _________________________________ Total Area of All ., Total Area of Land Clearing .__u____.._ .__ i Project Parcels: �` �� andlor Ground Disturbance: _-.v ----------------------------___ ts.v.rAees? ts,F.rnaacl __________ i I Project Duration: Start End M•-•.---_----..--_-.----_---- _---.,.«.._.__-I-..___,-- � (Anticipated) 2 D Data: _ Date: ` i (rAnn�erdCeienderOnysl ------------------ y^ I Will this Project Disturbe five(5)or More Acres at Q Any One Time During the Proposed Development 7 Yes ISO ---•--------_.._._._-__---.__..-.._..----------------- , ffYES:PleaseAnswertheFollowingl _.._.-------_........___--.__n-...--. ------------- a. Does the Applicant have a Qualified Inspector On Q Q I Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O List the NAMES or description of all Potentially Impacted waterbodies and/or wetlands: i Inspections will Occur and for What Period of Time? Yes No G t 1,,•r t I c. Does the SWPPP Adequately Identify Ali Temporary Q i. and/or Permanent Soil Stabalization Measures? Yes No - -________.______________._____._.:._........_...._..._..____.____ d. Does the SWPPP Adequately identify a Complete Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Addi ional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek,Bay.Pond,Sound,Freshvraterwettand...) Of intent and SWPPP Acceptance Form for Review = Q by the Town of Southold? Yes No STATE.OF NEW YORK, �p COUNTY OF... .M#114A...................SS � � i _ I That I ............0C�tm ' th being duly sworn deposes and says that lie/she is e applicant for Permit, (Name of individual signing Doc merit I - And that he/she is the ............................................... ... `?............................................................._... j- (Owner,Contractor,Agent,Corporate Officer,eta) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to I make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and I that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; I .........._....O7 A...............day of .............. .. .20.�.Z i ...... NotaryPublic: .. ... ......... ...................................................... .............. (Signaluro of AppficanlJ I SWPPP Assessment FORM: 03-12 Notary Pilblic,State of New York No.6163270 ' Qualified in Suffolk County Commission Expires March 19,20A— 3wsiri.11>wr � - a"117.9 ,%Udww.NY f 1971-K Bwt.DING DEPARTMENT To" OF S0'[3"1'H0m gppLIGATI0N ±OR 9LECTR C�--AL INSPECTION +REcav MD sy: `7�a,?�I - - - -- - - Date: S' 13 PAY Name: �. License No.. 7 /1 F ddre": 0. /d Qt t No.: jossr E iwoRmATM: (*indicates required information) "Name: *Address: Zo Tmes Stoat *Phorte No.. Penrdr No.: 33 Tart Wkp DtqAU*. 1000 Section: )o Block: Lot: *8R)EF DESCRIPTION OF WORK (Please Print Clearly) (Piome Cl cle AN That Apply) ,p Io job goody ftr kwpedJon• YES 1,w Oti�to w F1na1 'Do you new a Temp C4~e: YES No Temp lnk n §on IN nnftO *Sor%,Jw Ste; 3Phaee 100 150 200 300 360 400 Other *New Service: Re co~ Urrdworamd Number of 41Aeten twrlge a#Servk AddlKbnsA lrttvr111410 : PAYS,DiyE W 1T �1 t�N 4 �/ � SSG 1124gp4usrr br kWarllon Faun o f �I. � � ._ t- � � � y� _�. �� _ 1 'F a ��• r� � � I r� � } ' 1 �, 1 � � J-. 'M`r .,� r ,'1 'fir� ,. � � � �s� r i ' � ' �! � F .� � � '� 1� ��� f � � � , �' :�- • {A -rL -.� ry� • }� '� 1 h / � �+ �. r r r t- ti' � r t " 1. �.- . _ . ' � � .. ,�.. �, � . � .�. -; - . ' 4.�� � � u+ , �_r _- �� � � �,, �� _ ->_ ,- �. r+r +�'�� _ `� �_• _ i ,. .« --., +�,'�' -_. .. _ x, �,,,�___'' a _ ^�` ''� .,�° # �_ '�SP1t-- � l��N� t�. �� .1- . �' _ ,� w s7F �. 4 _ ■�"!a + �f' Y. M- ' . � 1 3 a a t d ! — yr*,y i♦■■{ y � - .,�� �a o - �� ®Wt� ®F S®l!I'TH®L® P ®PERYIr RECORD CARD OWNER STREET 32 (D VILLAGE DISTRICT SUB. LOT ,�� KD n 0"i'd k,04,� CC/ Ac/,0, v FORMER OWNER N E ACREAGE . 17d7 �c,hroo(er*-ors yaf) S W TYPE OF BUILDING y� RES. SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS jo) QO 0 416 Aga qF 11 . ScHPorpgr? To R. Sc H A a Dt g o oes i° 33t P-- L �, >! �. .1 . l a-7 q-7 m 118a S- P.r'go o r5, Dt /o oa /,7.Z Q917 Zk COL L-70© - dwgAf 5 -.n Cr - W- AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable . 1 e d 6— i J�d::�L i Tillable 230) Tillable, 3 Woodland Swampland i G �® p Brushland� o� 09 House Plot Total ■■N■ '" !■■■■■■■■ MOME KI " .,. ■■ OM■■n■ 4� '�'a � 3sA�ckf�t«r�'cf din: :�r.4"}'.,.i. .:P:_�. 'T: "� n ■ i •• Foundation �� �• i• r Basement Ext. Walls Place -• Porch 1 Porch Rooms I st Floor � 1 s • ••- Driveway �• I KEVIN P . BERTOLINI AIA ARCHITECT TRANSMITTAL SHEET TO: FROM: Patricia.Conklin Kevin Bertolini AIA COMPANY: DATE: Southold Building Department 1/7/2013 FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 631-765-9502 2 sets&cover PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: YOUR REFERENCE NUMBER: Updated plans for the Ryan Residence ❑URGENT X FOR REVIEW ❑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. ® EC EC WE JA,R 44$ BLDG. DEPT. TOWN OF SOUTHOLD Date File# TOWN OF SOUT/HOLD COMPLAINT REFERRAL FORM Location of Complaint: �� G�ESC/I�V��oAi�/.3uc��eu SCTM #ff�lF a � 11 Property Owner: len & ThPwas� �CC���Pnone Address: 2 /'/25 i Vir��e NATURE OF COMPLAINT: ILA -� , ACTION TAKEN: i f� 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: o�*OF SO(/j�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179ell- yr Southold,NY 11971-0959 'rou 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. l" Final Health Department-Approval- Plumbers Solder Certificate. (All permits involving plumbing.after 4/a184) Plumbers stees Certificate Of Co p�ianGe�{To m' Trustees#7ss-�ss2) 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 OOD ROAD FL CE T W45' MAPI N. .86°40'00" E. - 171.36' (17/. voi pas o. o - z A vN p!�� dl . . � .. \ .>' nl nod � � •\ �� q 01 f��r o a�' • p.9 p. Ar�° �G vc® ,� � ,o a � �5U • 1• 5 J• SURVEY OF L 0 TS4 22, 23, & 24 incl. "RA VA TONE REAL ry coRpoRA Tiom­ FILED DEC.22,1930 AS MAP NO. 539 A T - CUTCOGUE TOWN- OF S alTHOLD 1000 - 110 - 04 - 13 Scale: Y` ® 40" ►` ABSTRACTS, INC. Jan. a 1997 12-65736 S - �0t1S\ r:AFr,2� AREA 28,821 sq.ft ANY ALTERATION OR ADDITION TO THIS SURVEY IS A-VIOLATION V 7209 OF THE NEW YORK STATE EDUCATION LAW, OF SECTION EMEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEnEDN ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY F 496 SAID MAP OR COPIES BEAR THE WfiESSED SEAL OF THE SURVEYOR ON PECIC S L ^� MHOSE SICNATURE APPEARS HEREON! r EC I .5 - 5 ADDITIONALLY TO COMPLY WIN SAID LAW THE TErM ALTERED BY' F. C. BOX 909, MUST BE USED BY ANY AND ALL SURVEYORS U77ZIZWG A COPY 1230 TRA VE L E k •S TP,EE i O ANOTHER SURVEYORS MAP. TERMS SUCH AS 7N.S ECTO'AND SL?(:i 7¢/r�L D N. II D,':` BROt1GN.T-TO-DATE'ARE NOT GU COUPLIANCE NTH THE LA IX , 96 e 3.14 REScheck Software Version 4.4.1 Compliance Certificate D E 1G�_ II BAN -8 2013 Energy Code: 2010 New York Energy Conservation Construction Code BLDG. DEPT. Location: Suffolk County,New York TOWAI OF SOUTHOLD 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 Corsa 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 the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • UA Assemblyor or D•• Perimeter U-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. Name-Title Sl Qf. Date Project Title: Report date: 01/02/13 Data filename:C:\Users\Kevin\Documents\REScheck\Ryan.rck Page 1 of 1 53'-6" 42'-73/8" 5'— " 6'-4 \ 8'-6" 8'-6" 8'-6" 8'-6" \ 4x4 TREATED P DST ON 12"diaSONOTU E-BELL \ �f BOTTOM TO 16'dia 860 (3)2x8 TREATED BM (3)2x8 TREATED BM ^� l O 11000040 (3)2x8 TREATED BM (3)2x8 TREATED BM (3)2x8 TREATED BM', `O � 12"TRENCH FDTN- \ � %IX MONOLITHIC POUR w/4" yo t ' 00 I t FO REINF SLAB-PITCH SLAB `n K `" `� �'� IN SHOWER AREA TO D I (2)2x10 TREATED BM rl (2)2x10 TREATED 8M _ �-- (2)2x10 REATED BM J (2)2x10 TREATED BM / (2)2x10 TREATED BM (2)2x10 TREATED BM (2)2x10 TREATED BM \ \ m on on CONSTRUCTION ENTRANCEZo R R W R W Q \ o cr VENT STACK ~ LL to IN WALL K 12"dia SONO TUB E-BELL t36. RnvOa s oANNFlEErnooe BOTTOM TO16"dia R \ \ coNsmucnoN Ruroom (2)2x10 TREATED BM � _(2)2x10 TREATED BM_ r (2)2x10 TR ATED 8M\ � _ �_ (2)2x10 TREATED BM % (2)2x10 TREATED BM Jam\ R @W81�&\J J \— t I b 3 perp`` / \ PROM�GEIIBLEPITCH , LL 24—� EXISTING DWELLING WIDTH 3—6/ /g 13—� j2— 6'— OWARD SWAE ` 1— cD R 00 I 3 Io 00 w / ( 2x8 TREATED LEDGER ' IY I6'SWALE FOR ROOF OVERFLOW � 00 co RO LO / I 2x8 TREATED LEDGER ' 4\\ PRWARD GENT EHrCH I a (2)2x10 TREATED BM _\ (2)2x10 TREATED BM M � WARD SWALE _— M NOTE.RooF LEADERS TO DRNN 6 rOSPLASH DRAN AROUND A - z'...' I U PERIMETER TRENCH DRAIN AROUND h` LO OER OF DWELLING 8x16VENT I 8 ( I OVERFLOW TO DRAIN IN LAWN PROMDE GENTILE PITC i AREA (�TOWARD SWNE ROPEN PORCH I �i ' " ASSUMED BM LOCATION G.C.TO VERIFY a xO %o - EXIST WELL TO BE CAPPED- "A WLOCATION G.C.TO INSTALL NEW 12"ddia I o NON WORKING PUMP TO BE rn U_ 8x16 VENT SONO TUBE FTG BELOW POST I I I IL I ( I l C RELOCATED ON DECK VERIFY ::ccASHwNBERMEsro�Na�EmSLOPE THE GRADEAWAY FROM TNE / I I I c�Z` LOCATION IN FIELD a h FOUNDATION A WN OFS'WRIAN THE RRST 10' :WVERELOTLNES,WALL8,ffiOP�OR DMERPNYSIM SAW � � Z I r I � I I PROFWr OF FALLWITHIN10,TEE FINAL GRADE SHALLSLOPE AWAY '� '.TiWOSEOONE FROM71HEFOUNDATIONATAMINffiOPEOF3%MA IRE WATERSHNIOE DiFCTF.DTOORAINSORSWALEBM EKANEDRAMBEAWAYFROM `NAIEDAl1ORI0N BINXMIRE.WALC$BNAIL BE BLOPEDA MN OF2%V*IEN OcATED / / % W PLUMBING FROM YRTNI 1P OF SIALDND FOUNDATION :waVIOLISS"ACESWrFNN+o•aTMEeuwNOFOIwATIONSHALL ABOVE TO TIE INTO I I . (1)N10 2x8 TREATED LEDGER BE SLOPED A MN OF2%AWAY FROM SURDNO. j / �� " ,/�" TREATED (3)2x10 TREATED BM NEW SEPTIC SYSTEM C.O. I B a CLEAN-OUT TYP AT ALL � " " BENDS&INTERSECTIONS NEW FOUNDATION WALL TO1 —0� -6/ C.O [��70 -zS. 14—6� 11 — 1 IN SOIL LINE ENCASE & BE DOWELED INTO I Li- I /, RED10YEs1oWa� ( � I 00 EXIST CONC PIERSPROP I RELOC.tlEPUTAP I I r / qVF r� I EXTERIOR Rf?AOUE TFgE — Y2N 7—1/2" 71 1— /(Vu 7f—IJ4" �' I I SHOWER RtOP(19ED DECK-DECKND TO MATCH FIN FIRHDT•NDTABCYE WIDE VARIES I I a I Q R MN 8'(31AVfi'UNDER DECKFCR I I (3)2x I I 1 TREATED BM (3)2x12 TREATED BM (3)2x12 TREATED BM (3)2x12 TREATED BM EXISTING CRAWL ++ �— - - ~ _ S I ( I I 4 L _ J L _ J L _ o I I SPACE TO REMAIN NEW C ACCESS TO J WS CRAWL SPACE I I OI W M I DOOR/PANEL I I 2"CONC SLAB ON 6 MIL POLY V.B.ON 6" I I o WELL COMPACTED SAND&GRAVEL FILL r � N O I I I I co �"dia STD STL COL PAINTED ON 8x8x y" ^ ( 18x16 VENT 1-2-13 ADDED RUNOFF INFORMATION AND AG UNIT TO Cr) ip I tS BASE PLATE,&6xBxy"TOP PLATE SITE PLAN Z - r ° I I 2-0"sq x T-0'd I _ CONC FTG 10-1-12 AD PLAN (n I (3)2x1 TREATED BM (3)2x12 TREATED BM (3)2x12 TREATED BM I — I I I _ i_ ® ! _ _ — _ (3)2x12 TREATED BM I 9-5-12 PRINTED FOR FILING 1dCI8T ORNEYMYTO FFENAN L _ J L _.J L_ J I I 5-30-12 REVISED EXPANDED LAYOUT 8x16 VENT I PLUMBING FROM ABOVE TO TIE I Ownership and use of Documents Drawings and specifications as instruments of LL INTO NEW SEPTIC SYSTEM 32 X 24 ACCESS TO professional service,are and shall remain the property of the Architect.These documents NEW CRAWL w/ shall not be used in part or whole,for any other project or purpose,by any other parties DOOR/PANEL than those authorized by contract,without the written authorization of the Architect of Record. I I a ( It is aviolation of the law for any person,unless acting under the detection licensed I I J Architect to Sher an Item on the dravring in any way.If an item has been Stared, d,the 4 altering Architect shall affix his seal to the alteration and note'altered by'followed by his n � . 1 2x8 TREATED LEDGER ` 1 1 signature and date of the alteration C.O. 8x16 VENT , Drawing 1:0 EDGE OF Site Plan & Foundation S 57° 45' 00" W - - - - - - 150.00, ! cow R o DWELLIIN WALL EXISTING 29'-5 4" a � � I Plan 1.-i LL o o i ~o Project 00 X V N CV (3}2x8 TREATED BtVt" Proposed Addition &Alteration for Mrs. Diane Reran (2)2x10 TREATED BM „ _ r2�2x10 TREATED BM N J t— -' D �, 320 Fleetwood Rd, Cutchogue, NY 11935 2,13 ', Architect 631-254-0087 ELDG. DEPT. 6'-05/" 6'-05/" 5"-4Y2" 5'-4)/2" TOWN Or SOUTHOLD Kevin P. B ertolini A T A A r c h i t 4-- c t ��-87/" FOUNDATION NOTES 14 Corsa Street, Dix. Hills, NY 11746 1. CONCRETE:All concrete shall attain a minimum of 3000 psi(air i�FOUNDATION PLAN entrained)compressive strength after 28 days. Newly poured concrete shall be kept from freezing and allowed to cure in accordance with Scale: Date 1 „ _ , N American Concrete Institute standards. Garage Slabs shall hae 3500 psi AS NOTED 12- 14-2011 A-1.1 /q —1 -Q strength. Job No. : UNDER FLOOR VENTILATION REQUIREMENTS2. All footings shall extend to undisturbed virgin soil having a minimumI; 1112 bearing capacity of one ton per square foot. (Graded sand with gravel). The bottom of all footin s shall be a minimum of 3'to 4'below finish Sheet Number UNDER FLOOR VENTILATION BETWEEN BOTTOM OF FLOOR JOIST AND THE EARTH UNDER ANY g grade. All footings shall bear on suitable sand and gravel soil.MaximuM / 8� �� �' BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL BE PROVIDED WITH VENTILATION pitch ratio for stepped footings shall be 1 in 3. j _ ;"7. _ i .+► OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR SPACES.THE MINIMUM NET AREA OF 3. All reinforcing bars to be intermediate grade 60 deformed bars,All to Fj F r VENTILATION SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQ. FT.OF UNDER- American Concrete Institute and American Reinforcing Concrete Institute ` FLOOR SPACE. EACH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF standards. Minimum of 30 diameters lap on all splices. , THE BUILDING. TOTAL AREA MAY BE REDUCED TO 1/1,500 IF CONCRETE SLAB IS INSTALLED 4. Sill anchors in all foundation walls shall be 5!8"diameter with ���`$� -�»F 4t�,°•,.,� WITH VAPOR BARRIER. 3"x3"x9/4"washers and bolts. Maximum of 3'-Ton center and maximum .. ,_ " ';" -a �') xxx of xxx ALL CONSTRUCTION DEBRIS IS TO BE TOTALLY REMOVED FROM ALL UNDER-FLOOR SPACES 8"from each corner. Minimum of two bolts per member. Max Tea side BEFORE BUILDING IS OCCUPIED. of joint in sill plate.All sills to be pressure treated lumber,have sill insulation and 2oz.copper termite shield,as per code. Minimum 8" penetration into concrete r STRUCTURAL DESIGN LOADS SCHEDULE OF TIES 12" EA STRAP BEAM and �,�'"'-' ROOF LOAD - 20PSF LIVE AND 30 PSF DIEAD LOAD = 50 PSF TOTAL LOAD LOCATION TIE MANU. & NO. SPACING NAILING TYPICAL CONSTRUCTION NOTES ENDROOFING:ASPHALT/FIBERGLASS SHINGLES TO MATCH RESIDENCE ON 150 UPPER BEDROOM FLOOR LEVEL- 30 PSF LIVE LOAD AND 25 PSF DEAD LOAD FOR 55 PSF TOTAL LOAD RAFTER TO RAFTER SIMPSON 1 1/4"x20ga ----- BUILDING FELT ON 1/2'EXTERIOR GRADE PLYWOOD SHEATHING. FLASHING: 16"o/c(ea stud) 5-8d EA END *SIMPSON ALL FLASHING TO BE ALUMINUM UNLESSSPECIRED OTHERWISE,ALL GALV MTL STRAP CS20 FLASHING AT ROOF/WALL INTERSECTIONS TO BE STEP FLASHING,MINIMUM r MAIN FLOOR LEVEL-40 PSF LIVE LOADI AND 20 PSF DEAD LOAD FOR 60 PSF TOTAL LOAC o ° ON VERTICAL SURFACE.ALL WINDOWS TO HAVE SILL PANS AND HEAD RAFTER/PLATE/STUD SIMPSON H2A EA RAFTER 5-8d x 1Y"TO RAFTERS;2-8dX 1 Y' ° FLASHING.ALL RAKES TO BE FLASHED AND HAVEAREINFORCED DRIP EDGE. DEFLECTION- ROOF IS DESIGNED FOR '11360SPAN TYPICAL TO PLATES;5-8dx1Y"TOSTUDS o PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN 24'PASTINSIDE FLOORS ARE DESIGNED FOR 1/400 SPAN FACE OF WALL.FLASHING AT CHIMNEY TO BE 16oz COPPER STEP FLASHING PORCH RAFTER TO BM SIMPSON H 10 EA RAFTER 8-8d x 1 1/2"TO RAFTER o°° WITH THRU WALL COUNTER FLASHING. EXTERIOR WALLS ARE DESIGNED FOR 110 MPH WIND LOAD FOR UPLIFT AND LATERAL LOADING 8-8dx1 1/2'TOPLATE EXTERIOR WALL:VINYL SIDING ONI5#BUILDING FELT ONI/2'EXTERIOR SEE FLOOR PLANS AND SECTIONS FOR HOLD DOWN CLIP SCHEDULES SIMPSON AC6GRADE PLYWOOD SHEATHING ON2'x4'STUDS ATI6'o/c.WITH n4'CATS, PORCH BM TO POST EA POST AC6: 14-16d BEAM;14-16d POST H 10 @ 16"0/c FIRESTOPPING AT 8'-0',R-15 HIGH DENSITY FIBERGLASS BATT INSULATION TAPE CODE REFERENCE STANDARDS AND 3 OATSICK SPACKLE SAND SMOOTH 11?M BARD INTERIORBOARD IN BATH,5 8' AND 3 COATS SPACKLE SAND SMOOTH-1l2'M R.GYP.BOARD IN BATH,518' SILL TO FDTN %'dia"J"ANCHOR BOLT w! 36"o!c WONDER BOARD BEHIND TILE. SIMPSON LBPS%BEARING PLATE INTERIOR WALL:1/2'GYP.BOARD SCREWED TO 21x4'STUDS AT 16'o/c. PER NEW YORK STATE INTERNATIONAL BUILDING CODE REQUIREMENTS,THE 2001 HIGH WIND EDITION UNLESS NOTED OTHERWISE WITH 2'x4'CATS,TAPE AND 3 COATS SPACKLE OF THE WOOD FRAME CONSTRUCT ION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS PUBLISHED HOLDOWN SIMPSONHD8A EACORNER&EASIDE %`dia ATR ANCHOR PORCH RAFTER PLATE CONNECTOR SAND SMOOTH-5/8'M.R.GYP.BOARD IN BATH 5/8'WONDER BOARD BEHIND BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND AMERICAN WOOD COUNCIL HAS BEEN USED AS OF FRENCH DROPNG 3.%'dia MB TO STUDS TILE, THE REFERENCE STANDARD FOR THESE DRAWINGS. RAFTER TO RAFTER CONNECTOR FLOORING:TYPICAL:OAK FLOORING TO MATCH ON 15#FELT ON 3/4'PLYWOOD SUB FLOOR. BATH:CERAMIC TILE ON 1'MUD BASE ON 3/4'PLYWOOD SUB FLOOR PLYWNAILING SCHEDULE FOR 110 MPH WIND ZONE SPACING OD SPANWIHMTLTO FLOOR SSIZE& SPACING NOTED ON PLAN,FJ TO BE BRIDGED AT MID SPAN WITH MTL TENSION TIES,AND BLOCKED OVER BEAMS, INSULATION:CEILING R-30 HIGH DENSITY FIBERGLASS BATT INSULATION ROOF FRAMING ° WITH KRAFT FACING 8,2"THICK UNLESS NOTED OTHERWISE. NOTES ®° Simpson Strong-Tie CEILING:1/2'GYP.BOARD SCREWED TO CEILING JOISTS,TAPE AM3COATS o SPACKLE SAND SMOOTH. Joint Description Number of Nails Nail Spacing 1.ALL TIES ARE IN ADDITION TO FRAMING NAILING;SEE DETAIL SECTION FOR NAILING INFORMATION, ABU66 EXTERIOR WOODWORK ALL EXTERIOR WOOD TRIM TO BE1x PVC TRIM o SIMPSON H2 TIE @ 1I FASTEN BOARDS 2.ALL LUMBER TO BE DOUG FIR-LARCH. To RAFTERS&TO STUDS w/(5)Bid RAFTER TO TOP PLATE (TOE-NAILED) (3)8d nails Per Rafter 3.ANCHOR BOLT SPACING TAKEN FROM TABLES 3.2A&3.213 IN WFCM MANUAL FOR ONE AND TWO NAILS EACH FAMILY DWELLINGS. CEILING JOIST TO TOP PLATE (TOE-NAILED) (3)8d nails Per Rafter 4.ALL CONCRETE TO BE 3000psi CONCRETE, 2'MINIMUM SIDECOVE 5.ALL ANCHOR BOLTS TO BE 16"'L'TYPE OR SIMPSON SSTB WITH SIMPSON LBPS 5/8 3"X 3"BEARING CEILING JOIST TO PARALLEL RAFTER(FACE NAILED) -28'-0"Span (5) 16d nails Per Heel Joint Splice PLATES MIN.8" FROM CORNERS, MIN.2 PER SILL;MIN.IMBEDMENT 8". °° CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) (5) 16d nails Per Lap 6,ALL METAL BRACKETS AND FASTENERS IN CONTACT WITH ACQ TREATED LUMBER MUST BE ° DOUBLE-DIPPED HOT-GALVANIZED OR STAINLESS STEEL. COLLAR TIES TO RAFTERS(FACE-NAILED) (4) 10d nails Per Tie 7. DOUBLE TOP PLATES SHALL BE INSTALLED WITH OVERLAPPING CORNERS AND INTERSECTIONS POST TO SONOTUBE CONNECTION RAFTER PLATE STUD CONNECTOR WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET 24"MINIMUM. BLOCKING TO RAFTERS(TOE-NAILED) (2)8d nails Each End RIM BOARD TO RAFTERS(END-NAILED) (2) 16d nails Each End NOTE: DETAIL SECTIONS INDICATES THE VARIOUS METAL CONNECTORS AND THEIR INTENDED LOCATIONS. SIMILAR CONDITIONS ELSEWHERE ON THE STRUCTURE SHALL USE THE SAME CONNECTORS. — DOUBLE TOP PLATE WALL FRAMING Joint Description Number of Nails Nail Spacing SIMPSON CS-20 1 1/4"x20ga FASTEN KING STUD TO EA TABLE R301.7 (RESIDENTIAL CODE OF NYS) STRAPS @16"o/c. FASTEN HEADER w/(5)10d NAILS @ TOP TO TOP PLATE (FACE-NAILED) (2) 16d nails Per Foot a,b'c W/ 18-10d NAILS CUT 1%"o/c MIN-MIN EDGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DISTANCE SHALL BE 8' LENGTH CLEARSPAN +21" TOP PLATE @ INTERSECTIONS (FACE-NAIILED) (4) 16d nails At Joints-Each Side ALLOWABLE DOUBLE JACK STUD STRAP x Y SIMPSON w/ STUD TO STUD (FACE-NAILED) 16d nails At 24"o/c STRUCTURAL MEMBER DEFLECTION ',• . 14-10dNAILS EA STRAP HEADER TO HEADER (FACE-NAILED) 16d nails At 16"o/c Along Edge RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH NO SIMPSON LTP4 @16" DOUBLE SILLq--. FULL HEIGHT KING STUD 1 `IAN20gaCOILED TOP OR BOTTOM PLATE TO STUD (END-NIAILED) (2) 16d nails 2x4 stud FINISHED CEILING ATTACHED TO RAFTERS U180 STRAP BY SIMPSON FASTEN DBLSILLTO STUD w! INTERIOR WALLS AND PARTITIONS H/180 8" CONCRETE FDTN WALL SIMPSON HH4 w/7-10dx 1 Y2' Co TO STUD&4-10d x1 Y2"TO SILL (3)16d nails 2x6 stud FLOORS AND PLASTERED CEILINGS U360 (4) 16d nails 2x8 stud ALL OTHER STRUCTURAL MEMBERS U240 STUD TO RIM JOIST/RIM JOIST TO SILL TYP OPNG CONNECTION DETAIL BOTTOM PLATE TO FLOOR JOIST,BAND JC)IST, (2) 16d nails Per Foot EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 NOTE: FASTEN STUDS AS PER NAILING SCHEDULE END JOIST, OR BLOCKING (FACE-NAILED) a. FOR STUD TO STUD CONNECTIONS AND STUD TO EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES U240 PLATE&SILL FOR KING STUD a. FLOOR FRAMING EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES U120 Joint Description Number of Nails Nail Spacing NOTE: L=SPAN LENGTH,H=SPAN HEIGHT a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND JOIST TO SILL,TOP PLATE, OR GIRDER (TOE-NAILED) (4)8d nails Per Joist CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. BRIDGING TO JOIST (TOE-NAILED) (2)8d nails Each End b, FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER, c, FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OR SUNROOM FASTEN SHEATHING TO BLOCKING TO JOIST (TOE-NAILED) (2)8d nails Each End ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, RIDGE w/8dNAILS @6"o/c THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U60.FOR SANDWICH PANELS USED IN ROOF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) 16d nails Each Block OR WALLS OR SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL TO RIDGE LAG BOLTED -s-iz PRINTED FOR FILING NOT EXCEED U120. To STUDS w/%"dia LAG LEDGER STRIP TO BEAM (FACE-NAILED) (3) 16d nails Each Joist BOLTS TO EA STUD s-30-12 REVISED EXPANDED LAYOUT SIMPSON STRON3TIE JOIST ON LEDGER TO BEAM (TOE-NAILED)) (3)8d nails Per Joist LSSU-28 Ownership and use of Documents Drawings and ications as instruments of ICE WATER SHIELD MIN 24" professional service,are and shall remain the property tof the Architect.These documents END-NAILED WINDOW & DOOR PROTECTIVE PANELS 12 PAST INSIDE FACE OF WALL shall not be used in part or whole,for any other project or purpose,by any other parties BAND JOIST TO JOIST ( ) (3) 16d nails Per Joist SEE ELEV SIMPSON STRONG-TIE than those authorized by contract,without the written authorization of the Architect of STRUCTURAL PANELS FOR ALL DOOR AND WINDOW OPENINGS SHALL HAVE A MINIMUM THICKNESS H10 Record. BAND JOIST TO SILL OR TOP PLATE (TOE:-NAILED) (2) 16d nails Per Foot OF 7/16" EXTERIOR PLYWOOD AND A MAXIMUM SPAN OF 8'-0"FOR ONE AND TWO FAMILY DWELLINGS. It is Architect after to Kam on he dravAng any actingyIf under thedireen direction red,t used Architect to after an item on the drawing in anyway.If an item has been altered,the PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. altering Architect shall affix his seal to the alteration and note'altered by'followed by his ROOF SHEATHING SIMPSON AC6(ALTERNATE-1 2"CONT.SOFFIT VENT %"GYP BD TAPE&3 COATS signature and date of the alteration, h 1/4"x2Oga GALV MTL STRAP SPACKLE SAND SMOOTH Joint Description Number of Nails Nail Spacing l l TO WRAP UP OVER BM&12" Drav7ing: WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE DN ONTO TO POST) SIMPSON H2 RAFTER TIE 2x6 STUDS @16"o%w/R-21 PLYWOOD PANELS FOR WOOD STRUCTURAL PANELS FOR WINDOW AND DOOR 5/4"CAP W/FLASHING INSULATION Metal Tie Details OPENING PROTECTION DURING HURRICANE WIND FORCES SIMPSON CS-201 1/4-X20ga STRAPS 4'-02" PERIMETER EDGE ZONE (RAFTERS @ 16"o/c) 8d common nails 6"o/c Edge , 6"o/c Field I � FELDMAN BED#8019 @16"olc.FASTEN W11810dNAILS Project 11/16x25/8' CUT LENGTH CLEARSPAN+21.1 2x6 TREASTED SILL ON SILL INTERIOR ZONE (RAFTERS @ 16"o/c) 8d common nails 6"o/c Edge , 12"o/c Field I I Proposed Addition &Alteration for PANELS PANELS PANELS INSULATION ON 20zCOPPER 1' FASTENER TYPE < 4 FOOT 4'to 6' 6'to 8' I I FELDMAN NOSE&COVE SILL FLASHING CEILING SHEATHING #L857811/16x11/8" .Mrs. Dianne Ryan SIMPSON LTP4@16"o/c Joint Description Number of Nails Nail Spacing 2 1/2"#6 I I 3 (` 320 Fleetwood Rd, Cutchogae, NY 11935 6x6P.T.POST wl/" WOOD SCREWS 16" o/c 12" o/c 9"o/c i CASING GYPSUM WALLBOARD 5d coolers 7"o/c Edge , 10"o/c Field 2xl0 TREATED LEDGER I I FELDMAN BASE#8416 SLOPE GRADE AWAY FROM BLDG WALL 11/16xl N" MAINTAIN MIN 8"CLEARANCE FROM I WALL SHEATHING 2 1/2"#8 Y"dIa LAG BOLT ( GRADE TO WD dia ANCHOR ' Arrc iltect 631-254-0087 WOOD SCREWS 16" o/c 16" o/c 12" o/c @ 16"o/c TO RIM BLTS @ 36"o/c Joint Description Number of Nails Nail Spacing (3)2x10 I SIMPSON H6 STRAP TO TIE POST TO BEAM 4"CONC SLAB 2x8 P.T.FJ@16"ac ICe-Tin P. Bertolini AIA PLYWOOD PANELS 1�7; SIMPSON STRONG-TIE 2x4 CONT.KEYWAY Arc h i t e c t SIMPSON LUS28 ABU66w/Z-MAX 4'-02 PERIMETER EDGE ZONE (STUDS @ 16"o/c) 8d common nails 6"o/c Edge , 12"o/c Field JOIST HANGER COATING 14 Corsa Street, Dix Hills, NY 11746 Y"dia EXPANSION s BARS CONT. INTERIOR ZONE (STUDS @ 16"o/c) 8d common nails 6"o/c Edge , 12"o/c Field BOLT @ 16•olcTO 12"dia SONOTUBE BELL 0 0 GYPSUM WALLBOARD FDTN Scale: Date 5d coolers 7"o/c Edge , 10"o/c Field BOTTOM TO 16"dia AS:NOTED 12- 14-2011 job No. FLOOR SHEATHING =1112 TYP MALL SECTION Sheet Number Joint Description Number of Nails PLYWOOD PANELS LESS THAN 1" 8d common nails 6"o/c Edge , 12"o/c Field !_I a �. ROOF SHINGLES J Joint Description Number of Nails Nail Spacing y _.-* `ti,,'� Xxx ofxxx ASPHALT SHINGLE STRIP 6 Galvanized min 12ga roofing EACH ASPHALT SHINGLE STRIP nails VV/3/8"dia head SUFFOLK COUNTY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TYPICAL CONSTRUCTION NOTES ICE SHIELD ROOFING:ASPHALT/FIBERGLASS SHINGLES TO MATCH RESIDENCE ON 15# GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER FLOOD BUILDING FELTON 1/2'EXTERIOR GRADE PLYWOOD SHEATHING. FLASHING: SNOW DESIGN DESIGN UNDERLAY- HAZARDS r- Q �, ALL FLASHING TO BE ALUMINUM UNLESSSPECIFIED OTHERWISE.ALL LOAD CATEGORY FROST LINE SPEED(MPH) WEATHERING TERMITE DECAY TEMP MENT � fm �;- ¢ FLASHING ATROOFANALL INTERSECTIONS TOBE STEP FLASHING,MINIMUM 8' DEPTH REQUIRED Q Q ON VERTICAL SURFACE.ALL WINDOWS TO HAVE SILL PANS AND HEAD FLASHING.ALL RAKES TO BE FLASHED AND HAVE A REINFORCED DRIP EDGE 45 PSF 110 MPH C SEVERE 3'4' M-H S-M 11 d F. YES #360480 PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN 24'PAST INSIDE FACE OF WALL.FLASHING AT CHIMNEY TO BE 16oz COPPER STEP FLASHING WITH THRU WALL COUNTER FLASHING G E NI E RAL REQUIREMENTS EXTERIOR WALL:VINYL SIDING ON 15#BUILDING FELT ON 1/2'EXTERIOR GRADE PLYWOOD SHEATHING ON 2'x4'STUDS AT Wo/c.WITH 2'x4'CATS, FIRETION 1 INTENT OF CONTRACT DOCUMENTS: All work spercffied herein shall 11.SITE PROTECTION AND SAFETY: The Contractor shall protect 31/2"T THICK WITH AT APO84%RBA HIGH DENSITY FIBERGLASS INTERIORTT SURFACE include all material,labor,equipment and installation. All(material and the Owner and adjacent properties from injuries and damage.Any AND THICK S SPACKLE VAPOR BARRIER-SMOOTH GYP.BOARD INTERIORN BATH, 518, E workmanship shall be new and first quality subject to the Architects and damage done during construction due to negligence of the Contractor AND 3 COATS SPACKLE SAND SMOOTH-1l2'M.R.GYP.BOARD IN BATH,518' WONDER BOARD BEHIND TILE. Owner's approval. The Architect reserves the right to clarrify the work if or his subs shall be corrected without delay or expense to the Owner. necessary by additional detail drawings or written descripffion. The General Contractor shall be held responsible for the proper = INTERIOR WALL:1/2'GYP.BOARD SCREWED,TAPE STUDS AT 1 SPA ,mow UNLESS NOTED OTHERWISE WITH 2'x4'CATS,TAPE AND 3 COATS SPACKLE protection and preservation of all trees and shrubs that are not to SAND SMOOTH-5/8•M.R.GYP.BOARD IN BATH 5/8"WONDER BOARD BEHIND 2 MEASUREMENTS: Each Contractor shall be responsible for verifying removed from the work area.The Contractor shall notify the Owner in -4- TILE. all dimensions and measurements in the field and laying coutwork priorto writing priorto the commencement of his workof any tree orshrubs FLOORING: the commencement of work. Any discrepancies shall be(brought to the that he feel should be removed or replanted. Commencement of work TYPICAL:OAK FLOORING TO MATCH ON 15#FELT ON 3/4"PLYWOOD SUB attention of the Architect for his consideration and clarificaation before will represent that the Contractor has accepted the site as is. FLOOR. proceeding with the work. In no case shall such differencees constitute the All temporary enclosures shall be provided and maintained where ever TREX DECK IG COLOR TO BE BATH:CERAMIC TILE ON 1"MUD BASE ON 3/4"PLYWOOD SUB FLOOR. basis for an extra charges of compensation needed to protect construction from weather or to protect the building 3. QUALITY CONTROL: General Contractor shall maintain quality against unauthorized entry or theft.Particular care shall be taken if C NER —`����` PLYWOOD NOTED ON SHALL BE GLUED&SCREWED TO FLOOR JOISTS SIZE& SPACING NOTED ON PLAN,FJ TO BE BRIDGED ATMID SPAN WITH MTL control over products,suppliers manufacturers,services,lsite conditions work is near a swimming pool.Provide fencing around the pool during MIN 6"GRAVEL BED UNDER _� TENSION TIES,AND BLOCKED OVERBEAMS. and workmanship to produce work of specified quality. AM workmanship the construction period to prevent entry to the pool. DECK FOR DRAINAGE _ INSULATION,CEILING R-30 HIGH DENSITY FIBERGLASSBATT INSULATION shall be first quality matching industry standards,by qualiffied and trained 12.SITE MAINTENANCE AND CLEANING: The General Contractor WITH KRAF2 FACING 8A"THICK UNLESS NOTEDILING J ISTS,T. �_ „ CEILING:1/2'GYP.BOARD SCREWED TO CEILING JOISTS,TAPE AND 3 COATS mechanics familiar with their respective trade. shall be responsible for maintaining the job site in a neat,safe and = 4 SPACKLE SAND SMOOTH. 4. FIELD ENGINEERING: All grade lines,levels and bernchmark shall be orderly manner at all times. All debris and rubbish shall be removed o „ EXTERIOR WOODWORK ALL EXTERIOR WOOD TRIM TO BE Ix PVC TRIM established and maintained by the General Contractor. Iff necessary the from building site as rapidly as it accumulates. Provide and maintain I 27+-7Y„ 13,-Z " 12,- BOARDS General Contractor shall retain a licensed land surveyor tO stake out the proper waste containers. No food waste on the floor will be tolerated. 00 building and verify required setbacks. When building is cllose to the All trades shall arrange to clean up their respective debris. 5'-> " $'_1�" ]'-1 gl" 6�-7Y" 4�-2 " 5�-76" 3�-46" 4'-76" 3�-46" 4�-7 4" required setback lines,a surveyor will be required to stakes out the 13.MATERIALS AND EQUIPMENT: "ado >< building and reconfirm the location of thew foundation Wallis before I REMOVE EXISTING EXT framing begins. A.TRANSPORTATION AND HANDLING: Arrange and transport M SHOWER,PLUMBING &DRAIN 5. BUILDING PERMITS: The General Contractor shall pprepare,and file products by methods required to avoid product damage;deliver in for all building permits and other approvals necessary for'the performance undamaged condition in manufacturer's unopened containers or LINES-G.C.TO PROVIDE ALT of his work, All permit fees shall be rembursed to the Comtractor by the packaging in dry condition.Provide equipment and personnel to handle PRICE TO RELOCATE PUMP 5'-0"x 5'-8"DRESSING Owner. products by methods to prevent soiling or damage. Promptly inspect HOUSE TO NEW CRAWL SPACE In no case shall the General Contractor begin work in arny manner shipments to assure that products are undamaged — — ACT LOCATION TO BE 2x6 RR@16"otc until proper approval and a signed building permit is issueed. The B.STORAGE AND PROTECTION: Store products in accordance with VERIFIED IN FIELD General Contrtactor shall be responsible for notifying the tbuilding manufacturer's instructions,with seals and labels intact and legible inspector of the progress of the work and request timely inspections Store sensitive products in weathertight enclosures off the ground; by the building inspector. maintain within temperature and huimidity ranges required by Upon completion of the work,the General Contractor shrall request a manufacturer's instructions. (2)2X10 final inspection by the inspector and provide all required UJnderwriters Provide temporary protection for installed products. Control traffic TW30410 TW30410 TW30410 Certificates and secure a Certificate of Occupaancy prfortto filing a in immediate area to prevent damage. Provide protective covering - - - - Certificate of Substantial Completion with the Architect. for walls,projections,jambs,sills,and soffits of openings. Protect I (2)2X8 (2)2X8 = ' finished floors and stairs from traffic,movement of heavy objects, I LDFR °I TW30410 TW30410 F_ —f 6.BUILDING CODES: Alf construction shall conform to tithe latest edition and storage. Repair and replace any damaged surfaces. II = C3 __ at time of signing the contract of the local and State Buildifng I I EXISTING DINING AREA I01 Construction Code,the State Energy Conservation Code„County Health 14.CONTRACT CLOSEOUT: Upon completion of the work,the I Department requirements and all local agencies having juurisdiction. General Contractor shall personally inspect the entire project and I I DR confirm that all work is in accordance with the plans. Any defective or I I I 121 -0„ 7.TEMPORARY FACILITIES: The General Contractor shall provide, INSTALL THRESHOLD AS I damaged work shall be corrected. I I EXISTING KITCHEN H I I maintain and pay for all temporary utilities that may be needed for his TRANSITION FOR FLOORING I I '- Dc8 RR@167 2x8 R 16"o/c A work.If the Owner allows the Contractor to use the existing facilities, CLEANING: The entire construction area inside and out shall be ( I I I �"1 thoroughly cleaned ready for the Owners use. This does not o EXIST W ILL TO BE CAPPED- the Contractor shall reimburse the Owner for such use.Tfhe Contractor 2x8 CJ@16"o% constitute just"broom swept'. All surfaces shall be professionally I I I NON WO KING PUMP TO BE shall be responsible for the maintaining such utilities in ant organized cv and safe manner. cleaned and polished including all glass,tile,woodwork,cabinetry, I I h1 RELOCATED ON DECK VERIFY General Contractor shall provide,pay for and maintain III temporary bath fixtures and all painted surfaces and floors. Clean the inside I I I LOCATIO IN FIELD = facilities rerquired for the execution of the work,including)but not limited of all cabinetry and drawers. Remove all waste and surplus material — — (:2)1 4"X 11%"microlam — I rubbish and construction facilities from the Project and site. No I I — -- I to electricity for power and lighting,heat and ventilation,teviephone , — — — — — — -1 2 T 6 debris shall be buried on site. x4 POST I I r7 service,sanitary facilities,dumpsters,water,dust control;and all needed I I 4x4 POST _ de-watering equipment,scaffolds,ladders and shoring. OPERATION MAINTAINANCE DATA AND WARRANTIES: The I I = General Contractor and his subs shall provide all written operational I I REMIOVE WALLS&FLOORING, I I `tj (2)2X8 )1LX 91 " crolam EVEL I I I 8.LIST OF SUBCONTRACTORS: The General Contrac4tor shall provide a instruction and warranties for all equipment and controls installed I I LINSTALL NEW WD FLOOR IN NEW b) ---- - list of all subcontractors(including address and telephone numbers that will g equipment. y I I OL? DINING AREA TRANSITION TO I I CUT ENDS MI "HEEL (� 9 p ) including all residential a ui nest. The entire mechanical system shall � I I be used on the project,prior to the commencement of the,work. This list be explained to the Owner including required maintenance.each , o EXIST�THRESHOLDS � shall be updated and kept current as construction proceexds.The Owner mechanical trade shall provide written instructions regarding their work I I I I _0 3-� (2)1'-6"x 6 8" @� reserves the rights to reject any subcontractor for any reason they may and include their name and telephone numbers in case of emergencies. I I I I-FOL[ � choose. All electrical panels shall have a type written schedule indicating what ( I RLJAUNDRY I j co SD I I ('' 9.COORDINATION: The General Contractor and all other each circuit controls. V subcontractors shall coordinate their work with all adjacernt work and PROJECT RECORD DOCUMENTS: Prepare a set of clean blueprints I I I I L � N7 2'-6"x s'-6 BEDROOM#2 cooperate with other trades to facilitate the progress ofthxe work. Each which documents all changes and additions to the working drawings by (� „ 3 „ „ IR A'I.1 trade shall afford all other trades every reasonable opporttunity for the identifying with sketches and dimensions in red on the prints,the exact v I I I 12-Q I I 6=' 4-33� 2-6� 12 -1Y location of buried items such as all the utilities,the entire septic system, ! I V installation of their work and storage of their equipment and materials. p A-4. I I I I I BEARING WALL R�2The General Contractor shall be responsible for the prope:rcoordination and all items changed,encountered,or added during construction. EXISTING LIVING ROOM of the work. Store documents separate from those used for construction. Submit (� CO SD I 1 documents with transmittal fetter containing date,project title, I I —_ I I 3 The General Contractor and his subs,shall arrange a pre-construction INSTALL THRES D AS � M meeting with the Architect to discuss the schedule and coordination of the Contractor's name and address,fist of documents and signature of the I I 7 �— -1�0 L2) 6'- "BIINSTALL THRESHOLD AS I I TRA7T*fit ING U 2 2'-0"x 6'-8"BI-FOLD Contractor, i' / � A ( ) work. Submit prior to final inspection a 8-1/2"x 11"three ring binder with I I TRANSITION FOR FLOORING 10.INSURANCE: The Owner shall seek professional adivice from his i attic access stal durable plastic cover which includes the information and names and I I w/insulated dr Insurance supplier and maintain and pay premiums for inssurance on all addresses required. '�` N work done and incorporated in the building against loss daamage from fire, — — tornado,theft or vandalism. The Owner shall also rotectt his interest RELEASE OF LIENS: Before final payment will be approved,the ( I l� i� „ �? from contingent liability for damage for personal injury including death, General Contractor shall submit to the Architect,a notarized Release I I 12-05� 3Y $�8„ � W. 7 1'2 which may arise from operations under this contract. of Lien affidavit stating that all indebtness connected with the work for The General Contractor shall provide the Owner with a Certificate of which the Owner or their property might in any way be responsible I I I I FARING WALL SD I I ADDED RUNOFF 1NFOIL�rATION,NEW WII�TDOWS 1-2-13 AC UNIT TO PLAN have been paid in full. — — — Insurance naming the Owner and his property as co-insured,covering C workman compensation insurance and liability for$2,000„000.00 If so required by the Owner,the Contractor shall provide additional I I �\ /% SD signed and notarized by each subcontractor stating that they have \/ I I I 9-5-12 PRT FED FOR G $2,000,000.00. I ( \ been paid in full and have no additional claims against the Owner -6"x 6'-8" I I in any way. I I I I = C.T.FL R �'" 9 = 5-30-12 REVISED EXPANDED LAYOUT' EXISTING BEDROOM BEDROOM' ' M SH L ER BATH a � j l cO Ownership and use of Documents Drawings and specifications as instruments of I I 3'_ C.T.FLOOR W I I professional service,are and shall remain the property of the Architect.These documents I I REMOVE WIN?WINDE�Sl- BEDROOM#1 I I shall not be used in part or whole,for any other project or purpose,by any other parties I OPNG FOR NE N °° than those authorized b contract,without the written authorization of the Architect of TW210410EG ^ �' I I i Record. y EXISTING SCREEN PORCH HOLD JAMB B „ , „ , „ It is a violation of the law for any person,unless acting under the direction of a licensed I 5—64 Z2'— t�-1�q 13 -4 I ( Architect to after an item on the drawing in any way.If an item has been af~ered,the 'y2 I I altering Architect shall affix his seal to the alteration and note'altered by'followed by his GENERAL CONSTRUCTION NOTES I signature and date of the alteration. Io LDF _ _ _ _ _ I _____ 1. All dimensions are to rough framing. Do nott scale drawings. Use figured dimensions. a, N TW2442 LF (2)2X8wing -` TW2442 —Tw2aa2 (2)2xe Dra 2 CUTTING AND PATCHING:Each subcontraictor or trade shall be responsible for doing their own cutting and patching unless arrangements are made with the I j `" LDR (2)2X8 General Contractor to do so. Verify any questionable cutting with the Architect prior to performing work. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ � � Floor Planes 3. All structural material or assembles subject t(o deterioration which might become structurally unsound if unprotected shall be protected in accordance with I I I= I=m NQTE ROOF LEADERS TO DRAIN generally accepted standards as per the Staite Code at time of contract signing. CD I I TO SPLASH BLOCKS AND INTO A LL 4. CONCRETE:All concrete shall attain a minir num of 3000 psi air entrained compressive strength after 28 days, Newlypoured concrete shall be kept from = I I 2x6 RR@16"o% 2x6 RR@16"o/c K (CaJ C>� cj I 16"TRENCH DRAIN AROUND Project: freezing and allowed to cure in accordance~with American Concrete Institute standards. Garage Slabs shall have 3500 psi strength. I I « PERIMETER OF DWELLING- I I I I 5. All footings shall extend to undisturbed virgirn soil having a minimum bearing capacity of one ton per square foot (Graded sand with gravel).The bottom of all o, oo PORCH OVERFLOW TO DRAIN IN LAWN Proposed Addition &Alteration for I I AREA footings shall be minimum of 3 to 4'below finish grade. Maximum pitch ratio for stepped footings shall be 1 in 2. I I (3):2X8 = 6. All reinforcing bars to be intermediate grade 60 deformed bars,All to American Concrete Institute and American Reinforcing Concrete Institute standards. I I I Mrs. Dianne Ryan Minimum of 30 diameters lap on all splices. I I Lr�,u 7. Sill anchors in all foundation walls shall be 5#8"dia."j"bolts with 3x3x 64" washers, Maximum of 3'-0"on center, 8"from each comer,and 6"each side of I ( 6x6 POST 320 Fleetwood Rd, Cutchogue, NY 11935 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, Lai I LJ _ as per code. Minimum 8"penetration into concrete = 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 m Q `r bearing on all beams. J' A=�ite=t G31-2540087 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 EXISTING DWELLING �j WALL American Plywood Association.Species All Ilumber to meet or exceed the following standards of quality:Horizontal framing members(joist and rafters)to be Q Douglas Fir-Larch,Construction grade,mina Fb=950 psi and E=1,500,000 Vertical framing members(Studs)to be Douglas Fir-Larch standard grade Fb= 8'-1�„ 12'-5Y" 21_9" 5'—�" Ike vine P. B ertoLini AIA 525 psi and E= 1,400,000. A r c h i t 4-- c t 10. All plywood sheathing shall be exterior grade with waterproof glue in conformance with American Plywood Association specifications and grading. „ " 14 Corsa Street, Dix Hills, NY 11746 11. FRAMING:Provide double jacks at each sidle of vertical openings. Provide Double rafters,joist or headers and trimmers at all floor and roof openings. Provide 2 12 —16„ 10�8/ 29 —5 metal tension ties cross bridging at maximunn of 8'-0"on center continuous from wall to wall for floor and ceiling joist Provide fireblocking on all load bearing 7Y" walls as per section R-602.8 of the New York State Residential Code requirements. 12, GYPSUM BOARD:All gypsum board shall be 1/2",unless noted otherwise. Provide minimum 5/8"Type X ftrecode 60 in garage and boiler room areas. All Scale: Date AS NOTED 12- 14-2011 gypsum board in bathrooms shall be moisturre resistant gypsum board Provide 1/2"Wonder board or Durorock cementious backer board in all shower and tub FIRST FLOOR PLAN areas and behind tile. All gypsum board shall have tape and three coats of spackle and be sanded smooth ready for painting. Job No. : 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 �2. %" =1'-0" ����,� � �,*~,c�,� 1112 full screens and locking hardware. Sheet Number 14. All ELECTRICAL and MECHANICAL WORK shall be installed in strict conformance with the National Electrical Code and have Underwriter's Laboratory f IN, approval.All mechanical work shall be laid out and installed in a first class and quality manner. Sloppy workmanship will be rejected. NOTE:NEW FORCED HOT AIR UNIT TO BE LOCATED IN NEW ATTIC SPACE WITH AC AIR / . ',► 1 > HANDLER 15, Provide hard wired SMOKE and CARBON MONOXIDE DETECTORS with battery backup in all bedrooms,areas outside of bedrooms,and each floor as per 4t ; section R-313 of the 2010 RCNYS Code requirements. M. k 16. All attic exhaust fans,if provided,shall be installed with means for automatic shut-off in the event of a fire 17. FIRE ALARM SYSTEM:shall include an auttomatic shutoff to all mechanical fans and burners within the building to insure that when he alarm system is ,� activated,that all fans and burners will be shlut off to prevent the possible spread of fire or smoke. r fi r `,I.0 XXX of XXXI TYPICAL CONSTRUCTION NOTES { I ROOFING:ASPHALT/FIBERGLASS SHINGLES TO MATCH RESIDENCE ON 1511 REMOVE SHED ROOF FRAME NEW BUILDING FELT ON 1/2"EXTERIOR GRADE PLYWOOD SHEATHING. FLASHING: GABLE ROOFED DORMER 2X6 RR I ALL FLASHING TO BE ALUMINUM UNLESS SPECIFIED OTHERWISE ALL FLASHING AT ROOFANALL INTERSECTIONS TO BE STEP FLASHING,MINIMUM 8" @18 0/C I ON VERTICAL SURFACE,ALL WINDOWS TO HAVE SILL PANSAND HEAD _ { FLASHING.ALL RAKES TO BE FLASHED AND HAVEA REINFORCED DRIP EDGE ARCHITECTURAL GRADE ASPHALT { PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN 24'PAST INSIDE f — - SHINGLES TO MATCH EXISTING ON FACE OF WALL.FLASHING AT CHIMNEY TO BE 16oz COPPER STEP FLASHING 0 WITH THRU WALL COUNTER FLASHING. 15#FELT ON Y2"EXT GR PLYWD FLASH ROOF w/METAL STEP EXTERIOR WALL:VINYL SIDING ON 15N BUILDING FELT ON 1/2'EXTERIOR -- FLASHING OVER ICE WATER GRADE PLYWOOD SHEATHING ON?A'STUDS AT 16'o/c.WITH 2'x4'CATS, SHIELD MIN 12"EA SURFACE FIRESTOPPING AT 8'-0',R-15 HIGH DENSITY FIBERGLASS BATT INSULATION FLASH ROOF TO NEW WALL w/ I 3112'THICK WITH VAPOR BARRIER-1l2'GYP.BOARD INTERIOR SURFACE TAPE METAL STEP FLASHING OVER AND 3 COATS SPACKLE SAND SMOOTH-1l2'M.R.GYP.BOARD IN BATH,5/8' 11 ICE WATER SHIELD MIN 12'EA I WONDER BOARD BEHIND TILE. SURFACE ICE WATER SHIELD MIN 24"PAST INSIDE WALL FACE INTERIOR WALL:1/2'GYP.BOARD SCREWED TO2'xV STUDS AT 16'o/c. UNLESS NOTED OTHERWISE WITH 2'A'CATS,TAPE AND 3 COATS SPACKLE s — — — — — — — SAND SMOOTH-5/8'M.R.GYP.BOARD IN BATH 5J8'WONDER BOARD BEHIND �[ I FLOORING: TYPICAL:OAK FLOORING TO MATCH ON 15#FELT ON 3/4"PLYWOOD SUB "-6 FLOOR. EXIST EXIST EXIST BATH:CERAMIC TILE ON 1'MUD BASE ON 3/4"PLYWOOD SUB FLOOR. VINYL SIDING ON 1" PLYWOOD SUBFLOOR.SHALL BE GLUED&SCREWED TO FLOOR JOISTS SIZE& RAIL AND E A.USTER NE RIGID INSUL 15#FELT SPACING NOTED ON PLAN,FJ TO BE BRfDGED AT MID SPAN W TH MTL 5 PICKETS 4 o/c = EXIST T 10 0 TW 104 0 ON Y2'EXT GR PLYWD TENSION TIES,AND BLOCKED OVER BEAMS. j� T 24 2 T T 00 INSULATION CEILING R-30 HIGH DENSITY FIBERGLASS BATT INSULATION T W 210 410 WITH KRAFT FACING 8X'THICK UNLESS NOTED OTHERWISE. CEILING:112'GYP BOARD SCREWED TO CEILING JOISTS,TAPE AND 3 COATS SPACKLE SAND SMOOTH. I E EXTERIOR WOODWORK ALL EXTERIOR WOOD TRIM TO BE 1x PVC TRIM BOARDS GRADE NOT TO SCALE SHOWN AS REFERENCE SLOPE GRADE AWAY FROM BLDG- VERIFY IN FIELD SEE GRADING NOTES-GC SHALL INCLUDE IN HIS PRICE A STACK - - - - -- - - -- - - - - - - -- - - - - - --- -- - - - - - - - - - J STONE RETAINING WALL AS _1 NEEDED TO ALLOW PROPER -- - - -- - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - J GRADING 1 FRONT NORTH ELEVATION A-3.1 1/4 " = V-0" ZN NEW ROOF TO ALIGN w/EXISTING a o I 00 00 W 4 W 4 t I cN 12"dia SONOTUBE-BELL t � BOTTOM T016"dia 9-5-12 PRINTED FOR FMING 5-30-12 REVISED EXPANDED LAYOUT 2 WEST SIDE ELEVATION s as instruments of A-3.1 1/4 = 1'-0" prof ershic,and use of Documents Drawings e professional service,are and shall remain ttheproperty nd fof the nArchitect,These documents shall not be used in part or whole,for any other project or purpose,by any other parties than those authorized by contract,without the written authorization of the Architect of Record. It is a violation of the law for any person,unless acting under the direction of a licensed Architect to alter an item on the drawing in any way If an item has been altered,the altering Architect shall affix his seal to the alteration and note'altered by'followed by his signature and date of the alteration. FLASH ROOF TO NEW WALL w/ METAL STEP FLASHING OVER ICE WATER SHIELD MIN IT EA Drawing SURFACE I Elevations REMOVE EXIST SHINGLES RE-ROOF I w/ARCHITECTUIRAI.GRADE FLASH ROOF w/METAL STEP I ASPHALT SHINGLES ON 15#FELT Project FLASHING OVER ICE WATER ON EXT GR PLYWD 1'-6" SHIELD MIN IT EA SURFACE i Proposed Addition & Alteration for Mrs. Dianne Ryan I 320 Fleetwood Rd, Cutchogue, NY 11935 I -JILL 11 1J Architect 631-254-0087 I W 41 W 04 I L Kevin P. Bertolini AIA 1 F T N L A r c h i t e c t " 0 14 Corsa Street, Dix Hills, NY 11746 2 — I — GRADE NTS SHOWN AS REFERENCE I Scale:AS NOTED at 12- 14-2012 SLOPE GRADE AWAY FROM BLDG- SEE GRADING NOTES-GC SHALL I I I I �- Job No. ►�y APB 1112 INCLUDE IN HIS PRICE A STACK I I I �,�5�' STONE RETAINING WALL AS I L Sheet Number NEEDED TO ALLOW PROPER F - -- - - - - -- - - - - -- - - F_ - - -- - - -- - - - - - - - T - - - -1 �, trr ,GRADING I- --- - - - - - - - - - - -- - - -I- - - - - - - - - - - -- - - - -L - - -- -J �`� ,• �:., tl C?_ , K�3 REAR SOUTH ELEVATION A-3.1 1/4 "= V-0" cer f\r� X=of xax V 2x6 RR @ 16" -� NEW ROOF TO ALIGN NEW ROOF TO ALIGN w/EXISTING w/EXISTING 2x4 CT @ 16"o% 2x4 CT @ 16"o/C 2x6 RR 0 16"o% FRAME WALL UP TO 2x8 RR 0 16"O/C 3 (2)1 X 11y"microlam RAISE WALL TO PORCH RR LOWER ROOF RAISE WALL TO PORCH RR HVAC UNIT Tdia VEM T EA BAY (2)1%"X 11Y4"microlam Tdia VENT FA BAY EXPOSE:RAFTER 2x6 C J P 16"o% f EXPOSE RAFTER 2x8 CJ a 1 "o/C TAIIR TAR VINYL BEAD %"GYP BD CEIL&WALL, TAPE&3 COATS SPACKLE I I -I Y"GYP BD CEIL&WALL, BD CEILING SANDED SMOOTH I IIII I I I II �i VERSATEX 3" TAPE&3 COATS SPACKLE I I 6x6 POSIT I I I II I I I� I 6x6 POST I I SANDED SMOOTH I I I CROWN 2x10 CJ@16"d/d ?N ( I I ( I IIII 11 I I I I I I I I IIII I I I I co °� l I I BATHROOM BEDROOM#' i IIII II II I ;.. II II II II WD FLOOR TO MATCH I — � I - - -II- - - 1L - - I I C - - _ — _ _ - - - - � DFLOORTO TCH I EXIST ON 15#FELT ON 3/" ( � — — — — — — — — — EXIST ON 15#F ON %" I I PLY WD SUBFLR I EXISTING DIMING AREA i i LY WD SUBFL II , A 2x8 FJ 16"otc 2x$FJ@16"o/C 2x8 FJ@16"o% 2x8 FJ@16"o% 2x8 FJ@16"oic I I (2)2x10 TREATED BM — — — — — — — — 2x8 FJ@16"o!c — _ — — (2)2x10 TREATED BM BATH WALL OVERLAP JOIST TO — — — — — — — 2x8 FJ@16"o% (2)2x10 TREATED BM ?d' - - - - - - - - - - - - - II - - - - - - - -- - I I I I 1 0 12"dla SONOTUBE-BELL BOTTOM TO 16"dla A CROSS SECTION B CROSS SECTION TYPICAL CONSTRUCTION NOTES FLASH ROOF TO NEW WALL wl METAL STEP FLASHING ROOFING:ASPHALT/FIBERGLASS SHINGLES TO MATCH RESIDENCE ON 15# OVER iCE WATER SHIELD MIN 12"EA SURFACE BUILDING FELT ON 112'EXTERIOR GRADE PLYWOOD SHEATHING. FLASHING: ALL FLASHING TO BE ALUMINUM UNLESS SPECIFIED OTHERWISE.ALL NEW 2x RAFTER FASTEN FLASHING AT ROOFANALL INTERSECTIONS TOBE STEP FLASHING,MINIMUM 8" I TO WALL w1V LAGBOLTS ON VERTICAL SURFACE.ALL WINDOWS TO HAVE SILL PANS AM HEAD IN EA STUD(16"0/C) FLASHING.ALL RAKES TO BE FLASHED AND HAVE A REINFORCED DRIP EDGE. PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN 24"PAST INSIDE FACE OF WALL.FLASHING AT CHIMNEY TO BE 16oz COPPER STEP FLASHING EXISTING UNFINNISHED WITH THRU WALL COUNTER FLASHING. EXTERIOR WALL.,VINYL.SIDING ON 15#BUILDING FELT ON 112'EXTERIOR ATTIC TO REMAIN I GRADE PLYWOOD SHEATHING ON 2'x4'STUDS AT 16'o/c.WITH 2k4'CATS, 2x4 Jiag BF,%CE FIRESTOPPING AT V-0%R-15 HIGH DENSITY FIBERGLASSBATT INSULATION 3112"THICK WITH VAPOR BARRIER-112"GYP.BOARD INTERIOR SURFACE TAPE 2x8 RF 16"0/ AND 3 COATS SPACKLE SAND SMOOTH-1l2'M R.GYP.130ARD IN BATH,518' WONDER BOARD BEHIND TILE. INTERIOR WALL:1/2'GYP.BOARD SCREWED TO 2'x4'STUDS AT 16'o/c. UNLESS NOTED OTHERWISE WITH 2'x4"CATS,TAPE AND 3 COATS SPACKLE 2)(fi P J@ 1111111O/C � SAND SMOOTH-518'M.R.GYP.BOARD IN BATH 5l8'WONDER BOARD BEHIND TILE. Y2"GYP BD CEIL&WALL --2x GAI ID Rl 10A FLOORINIG: TAPE&3 COATS SPAC TYPICAL:OAK FLOORING TO MATCH ON 15#FELT ON 3l4'PLYWOOD SUB SANDED SMOOTH FLOOR. BATH CERAMIC TILE ON 1'MUD BASE ON 3d4"PLYWOOD SUB FLOOR. PLYWOOD SUBFLOOR:SHALL BE GLUED&SCREWED TO FLOOR JOISTS SIZE& a SPACING NOTED ON PLAN,FJ TO BE BRIDGED AT MID SPAN WITH MTL TENSION TIES,AND BLOCKED OVER BEAMS. .1 EX STING TO REMAIN NEW WALL TO 00 INSULATIOIN:CEILING R-30 HIGH DENSITY FIBERGLASS BATT INSULATION DIVIDE CLOSET WITH KRAFT FACING 8u'THICK UNLESS NOTED OTHERWISE. W 04 W CEILING:1#2'GYP.BOARD SCREWED TO CEILING JOISTS,TAPE AND 3COATS BEDR00 I SPACKLE SAND SMOOTH. EXTERIOR WOODWORK:ALL EXTERIOR WOOD TRIM TO BE 1x PVC TRIM BEDROOM#2 BOARDS Ek�ISTING CRAWL SPACE TO REMAIN i I (2)2x10TREATEDBM 2xa J@1 a� 2x8 BLOCKING BTWN JOISTS @32"o/c BELOW 9-5-12 PRINTED FOR FILING NEW FOUNDATION WALL TO PARTITIONS TYP ENCASE & BE DOWELED INTO 5-30-12 REVISED EXPANDED LAYOUT EXIST CONC PIERS Ownership and use of Documents Drawings and specifications as instruments of professional service,are and shall remain the property of the Architect.These documents shall not be used in part or whole,for any other project or purpose,by any other parties Lt0 N G I T U D I N A L SECTION than those authorized by contract,without the written authorization of the Architect of Record. A-4.1 4j0 —V-Qrr It is a violation of the law for any person,unless acting under the direction of a licensed Architect to alter an item on the drawing in any way If an item has been altered,the altering Architect shall affix his seal to the alteration and note'altered by'followed by his signature and date of the alteration. Drawing: NEW ROOF TO ALIGN Elevations & Sections w/EXISTING 2x10 RIDGE Project 2x8 RR @ 16"o/c 2x4 diag BRACE Proposed Addition & Alteration for 2x6 SHEAR BLOCKS 2x4 CT @ 16"o/c Mrs. Dianne Ryan 2x6 STRONGBACK 320 Fleetwood Rd, Cutchogue, NY 11935 8J @ 16"O/C BEARING WALL 2x SOLID BLK'G BTWN y"GYP BD CEIL&WALL, 3 'CJ @ 48"o/c-2 BAYS TAPE&3 COATS SPACKLE (2)1 Y4 X 9Y4'microlarn BEVEL Architect 631-254-00$7 I SANDED SMOOTH CUT ENDS MIN 6"HEEL F \ co BEDROOM# 1 \ BEDROOM#2 Kevin P. Bertolini AIA WD FLOOR TO MATCH EXIST ON I5#FELT ON 3 / 14 Corsa Street, Dix Hills, NY 11746 PLY WD SUBFLR 2x8 FJ@16"o/C 2x8 F J@ 16"o/c 2x8 FJ@16"o/c 2x8 FJ@16"o/C 2x8 FJ@16"o/c Scale: Date (2)2x10 TREATED BM I AS NOTED 12-14-2011 (2)2x10 TREATED BM — — — — — — — — — — _ — — — — — — — MIN 6"GRAVEL BED UNDERJob No. — — — — — — — — ` DECK FOR DRAINAGE ,` 1112 12"diaSONOTUBE-BELL T° U * Sheet Number: BOTTOM TO 16"dia D CROSS ' ECTION 4n 11 rr--; `y 53'-6" 5F-W8" 42'-7%" 5_ 6"_4Y2" 8'-6" 8'-6" 8'-6" 8'-6" 8'-7%" \ 4x4 TREATED P ST ON 12"dia SONOTU E-BELL �BOTTOM T016 dia 8so (3)2x8 TREATED BM ^� (3)2x8 TREATED BM —\ ( TR 1— (3)2x8 TREATED BM 0 ` Da 4/0, (3)2x8 TREATED BM 3)2x8 TREATED BM\ 40 14" Zo \ R 1P 12'TRENCH FDTN- \ • jZ(2)2x10T �Q / CO Ilk MONOLITHIC ITHIC PIOTCH SLAB AL f"�UPJIBING F t PLI-JYMING WASTE \ \ � IN SHOWER AREA TO &WA7 ER LINES NEED \ VV DRAIN TESTING BEFORE COVERING \ REATED BM / 1 (2)2x10 TREATED BM — ,i- (2)2x10 TREATED BM ^� (2)2x10 TREATED BM / 1— (2)2x10 TREATED BM �/ (2)2x10 TREATED BM / (2)2x10 TREATED BM \ \ RZ_ — —\R�— — PLUMBER CERTIFICATION �N LEAD �NTENT ORE m o CERTIFICATE SOLDER USED IN WATER �I co I U- � VENT STACK \3s� co 12"dia SONOTUBE-BELL IN WALL EXCEED 2110 OF I%LE pT >bq� (2)2x10 TREATED BM / BOTTOM TO 16"dia (2)2x10 TREATED BM— / (2)2x10 TR ATED BM � — �q1— ( — — _� 1212x10 THE fHOtBIW& _ I \ \ \ � — —�_ �� 2}2x10 TREATED BM_ 1 (2)2x10 TREATED BM `�tJ-`— ME �� `, ," 1pp y J. 24'—�" EXISTING DWELLING WIDTH 3' 6 .. &s; U Y�LA Y V F�> - 13-25/ " co = 8 12-P s'-4y" ` .a" I� '' '�- �'FPTI' �. - Y " � s ^� i 8 v_! ;? IFS 6'-7%" 6-7)J co 99� \ CV W LiJLU v I U_2x8 TREATED LEDGER u co ti GRADING NOTES 2x8 TREATED LEDGER :O.G BIiHi BE ftE6PONBSIE iDSLOFE'RIE ORADEAWAY FROMRE I I " r•7 ( ) (2)2x10 TREATED BM [t � �y FOUNOATIOT LWSO WALLS, SLOPES ES OROTU) I v 2 2x10 TREATED BM _\ {`e �u {'c t.,1 M :WHERE LOT LNES,WAll9,m.OPES OROTRER PNYBR•AL BARAIERB ��$�— MAMSE M PP MBRrCF FALLWRNMl T,TE FPW.OPADE SHALL SLOPE AWAY ( I Ij r L N OSiECTEDRW7HETODRARJBORBWALEBTOBIBUREDRARLAEAWAYFROM \ �•.,.,:,:,w::: r I I co Q STRUCTURE$WALE98/W1 lESLMAMN OFMWIE"LOCATED \ •.w.,,d.,s n„ ,y LO WPERVW SSMAOESVMN BIAUM 1 OF WEBULMFOUID0MSHALL Q I I I � � <'1 Pj,TE�_.�-..L�....1..'�B.P. SE SLOPED A MIN OFT%AWAY M01"N& � � r�� y ( I I 8x16VENT I I a FEE:_:( ,JJ ASSUMED BM LOCATION G.C.TO VERIFY 3 I I I 1 ( P! TI!F1` BUILDING W LOCATION-G.C.TO INSTALL NEW I7dlia i EXIST WELL TO BE CAPPED- = U 70=1002 8 AN,I TO 4L 1 ­' ;-U R' T: SONO TUBE FTG BELOW POST I I co NON WORKING PUMP TO BE LL L.. I I u I I I rn 8x16VENT FOLLOWING INSr ECTIC_)N�;. I RELOCATED ON DECK VERIFY I cZS I 1: FOUNDATION=T�''�Iq "F_ )!JIt:E[) ' Z LOCATION IN FIELD v I � I I � � ( ( ( FOR P®�JF�Fp nuf.iF;,,r I f_ DONE �" 2. ROUGH:rf:><miNS. F�WPY;,h�Q, BT«�YWD STRAPPING, FLFCT;,ICAI &CAUL , Nci ,, FRAMED ADDI110N I PLUMBING FROM \ J �J �T�� r' is ' > ABOVE TO TIE INTO I I (�}2x10 I L 2x8 TREATED LEDGER I I 3: INP!aLATION I NEW SEPTIC SYSTEM TREATED — (3)2x10 TREATED BM 4: FINAL=BBp,�j F U�TIC�Pd �� I �F�TF�1�,>I_ Q I C O I B ° — p �I_a�y I . ,�P�LA [a { A�0. q 1 ® I -- _— ��• ( ALi e.h91.4eS��ZUF9Tll_!4171�A�61'a'�C:� IIIF j I CLEAN-OUT AT ALL 1'-0'i '-6�" �C4�—JJF70 coo 14'-6%" •C��i 11'- 4" k'jUIRINIENTS OF THL��BC�OF NE-t�! BENDS&INTERSECTIONS NEW FOUNDATION WALLTO I I7 _ IE ETATB: NOT RE-SPONSIBLE FOR IN SOIL LINE ENCASE & BE DOWELED INTO I f1F_:yiON OR CONSTRUCTION ERRORS. EXIST CONC PIERS I ( coPROPOSED TR RELOCATE PUIP� � III II '- N STORMRETAIN WATER RUNOFF BW TREE 1y 7-l�/" 7'-1Y 7'-tY" PURSUANT TO CHAPTER 236 PRMOM Fl")"T.W ASMEWMGEVAME4 OF THE TOWN CODE. ° Q t ti I I I I (3)2x1 TREATED BM EXISTING CRAWL (3)2 c,�, 12 TREATED BM (3)2x12 TREATED BM (3)2x12 TREA?ED BM , I I — _.T 1 0 32 X 24 ACCESS TO I I f J J J I CD © I j SPACE TO REMAIN NEWCRAWLw/ CRAWL SPACE Ltd I I LJ.I I DOORIPANEL I I a 2"CONC SLAB ON 6 MIL POLY V,B.ON 6" r c in WELL COMPACTED SAND&GRAVEL FILL N CD I I I I I 1 8x16VENT M � I LL� �"dia STD STL COL PAINTED ON 8x8x Y" ^ ¢;� ,,.. „ : „ ( �`I �`•� Z .r I BASE PLATE,&6x8xYa"TOP PLATE o ( I tN I I 2'-0"sq x 1'-0"d I CONC FTG_ C0 I I (3)2x1 TREATED BM — — (3)2x12 TREATED BM (3)2x12 TREATED BM (3)2x12 TREATED BM 9-5-12 PRINTED FOR FMING WSTDRNEWAYTDMM ( I ( I 1 L J L J L I I I I 5-30-12 REVISED EXPANDED LAYOUT i 8x16 VENT I PLUMBING FROM ABOVE TO TIE I I Ownership and use of Documents Drawings and specifications as instruments of I I I I LL INTO NEW SEPTIC SYSTEM 32 X 24 ACCESS TO professional service,are and shall remain the property of the Architect.These documents NEW CRAWL w/ shall not be used in part or whole,for any other project or purpose,by any other parties I DOOR/PANEL than those authorized by contract,without the written authorization of the Architect of I Record. it is a violation of the law for any person,unless acting under the direction of a licensed I I R0_ — — — — — — — — -- Architect to alter an item on the drawing in any way.If an item has been altered,the a 4° altering Architect shall aff ix his seal to the alteration and note'altered by'followed by his 4 ` signature and date of the alteration. 1 2x8 TREATED LEDGER C.O. 8xt6VENT S 570 45' 00" W — — — — — — — Drawing: 150.00 m 3 m EDGE IN EXISTING Site Plan 8z Foundation m 3 fl to =N �w DWELLING WALL " W M n �, I 2s - / Plan co to E_ t I LL o_ cZS o °O o K Project: (3)2x8 TREATED BB — Proposed Addition &Alteration for = Mrs. Diane Ryan (2)2x10 TREATED BM / (2)2x10 TREATED BM C1+ 320 Fleetwood Rd, Cutchogue, NY 11935 _ — j, Architect 631-254-0087 Kevin P. Bertolini AIA 10'-83/8" ,, f= Architect -- \ FOUNDATION NOTES 14 Corsa Street, Dix Hills NY 11746 J 1. CONCRETE:All concrete shall attain a minimum of 3000 psi(air 1 FOUNDATION PLAN entrained)compressive strength after 28 days. Newly poured concrete shall be kept from freezing and allowed to cure in accordance with Scale: Date:1 " _1'-O" American Concrete Institute standards. Garage Slabs shall hae 3500 psi AS NU IED 12- 14-\2011. strength. 2. All footings shall extend to undisturbed virgin soil having a minimum Of D ABC Job No. 1112 UNDER FLOOR VENTILATION REQUIREMENTS bearing capacity of one ton per square foot. (Graded sand with gravel). <r UNDER FLOOR VENTILATION BETWEEN BOTTOM OF FLOOR JOIST AND THE EARTH UNDER ANY The bottom of all footings shall be a minimum of 3'to 4'below finish "k''Oe�"''��i�� Sheet Number: grade. All footings shall bear on suitable sand and gravel soil.MaximuM •,�'' BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL BE PROVIDED WITH VENTILATION pitch ratio for stepped footings shall be 1 in 3. OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR SPACES.THE MINIMUM NET AREA OF s•. r` 3. All reinforcing bars to be intermediate grade 60 deformed bars,All to VENTILATION SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQ. FT. OF UNDER- American Concrete Institute and American Reinforcing Concrete Institute FLOOR SPACE. EACH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF standards. Minimum of 30 diameters lap on all splices. THE BUILDING. TOTAL AREA MAY BE REDUCED TO 1/1,500 IF CONCRETE SLAB IS INSTALLED 4. Sill anchors in all foundation walls shall be 5/8"diameter with WITH VAPOR BARRIER. 3"x3"x%4'washers and bolts. Maximum of 3'-0"on center and maximum `'q'' f" �r XXX of XXX ALL CONSTRUCTION DEBRIS IS TO BE TOTALLY REMOVED FROM ALL UNDER-FLOOR SPACES 8"from each corner. Minimum of two bolts per member. Max 6'ea side BEFORE BUILDING IS OCCUPIED. of joint in sill plate.All sills to be pressure treated lumber,have sill insulation and 2oz. copper termite shield,as per code. Minimum 8" penetration into concrete STRUCTURAL DESIGN LOADS SCHEDULE OF TIES BEAM and �'"" 211 EA STRAP s� TYPICAL CONSTRUCTION NOTES ROOF LOAD - 20PSF LIVE AND 30 PSF (DEAD LOAD=50 PSF TOTAL LOAD LOCATION TIE MANU. �& NO. SPACING NAILING ROOFING:ASPHALPFIBERGLASS SHINGLES TO MATCH RESIDENCE ONI5# END _ BUILDING FELT ON 112'EXTERIOR GRADE PLYWOOD SHEATHING. FLASHING: UPPER BEDROOM FLOOR LEVEL- 30 PSF LIVE LOAD AND 25 PSF DEAD LOAD FOR 55 PSF TOTAL LOAD SIMPSON 1 im-,x20ga *SIMPSON ALL FLASHING TOBEALUMINUM UNLESS SPECIFIED OTHERWISE.ALL (RAFTER TO RAFTER 16"o/c(ea stud 5-8d EA END FLASHING AT ROOFIWALL INTERSECTIONS TO BE STEP FLASHING,MINIMUM B' GALV MTL STRAP CS2D ON VERTICAL SURFACE.ALL WINDOWS TO HAVE SILL PAtJSAND NEAR MAIN FLOOR LEVEL- 40 PSF LIVE LOAD AND 20 PSF DEAD(LOAD FOR 60 PSF TOTAL LOAC °RAFTER/PLATE/STWD SIIMPSON H2A EA RAFTER 5-8dX 1Y"TO RAFTERS;28dx 1 Y' FLASHING.ALL RAKES TO BE FLASHED AND HAVE A REINFORCEDIDRIP EDGE DEFLECTION- ROOF IS DESIGNED FOIE 1%360 SPAN TYPICAL TO PLATES;5-8dx1Y"TOSTUDS ° PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN24'PASTINSIDE FLOORS,ARE DESIGNED FOR 1/400 SPAN FACE OF WALL FLASHING AT CHIMNEY TO BE16ozCOPPERSTEPFLASHING PORCH RAFTER TO BM SIMPSON H10 EA RAFTER 8-Bd x 1 1/2"TO RAFTER oWITH THRU WALL COUNTER FLASHING. OR EXTERIOR WALLS ARE DESIGNED FOR 110 MPH WIND LOAD FOR UPLIFT AND LATERAL LOADING 8-Bdx1 1,/2"TO PLATE GRADEEXTERI PLYWOODSHVIN ATHINGON2'x4'SLDINGFELT1c,WIT ON EXTERITGRADE PLYNJOOp SHEATHING ON 2'x4'STUDS AT 16'olc.WITH 2'x4'CATS, :SEE FLOOR PLANS AND SECTIONS FOR HOLD DOWN CLIP SCHEDULES SIMPSON AC6 H10 @16"o/c PORCH BM TO POST EA POST AC6: 14-16d BEAM;14-16d POST 3112'TICK W WITH APO R-15 HIGH DENSITY .BOARD I FIBERGLASS INSULATION 3112'THICK UNITH VAPOR BARRIER-112'GYP.BOARD INTEWOR SURFACE TAPE CODE REFERENCE S TA N DA R D S B AND S COATS SPACKLE SAND SMOOTH-1l2 M R GYP BOARD IN BATH,5l8' "dia`J"ANCHOR BOLT w/ WONDER BOARD BEHIND TILE. SILL TO FDTN 36"olc BOARD PER NEW YORK STATE INTERNATIONAL BUILDING CODE REQUIREMENTS,THE 2001 HIGH WIND IEDITION SIMPSON LBPS&BEARING PLATE INTESSNOTNLL:112'GYP.EWITH2CREWTS,TAP4'STUDSATSSPA UNLESS NOTED OTHERWISE WITH 2'x4"CATS,TAPE AND 3 COATS SPACKLE EACORNER&EASIDE 8"diaATRANCHOR PORCH RAFTER PLATE CONNECTOR SAND SMOOTH-518'M.R.GYP BOARD IN BATH 518'WONDER BOND BEHIND OF THE WOOD FRAME ICON'STRUCTMA MANUAL(WFCM) FOR ONE AND TWO(FAMILY DWELLINGS PUBLISHED HOLDOWN SIMPSON HD8A BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND AMERICAN WOOD COUNCIL HAS BEEN USED AS OF FRENCH DROPNG � "diaMBTOSTUDS FLO THE REFERENCE STANDARD FOR THESE DRAWINGS. RAFTER TO RAFTER CONNECTOR FLoCAL:OA TYPICAL:OAK FLOORING TO MATCH ON 150 FELT ON 314'PLYWOOD SUB FLOOR, BATH:CERAMIC TILE ON 1'MUD BASE ON 314'PLYWOOD SUB FLOOR. PLYWOOD SUBFLOOR:SHALL BE GLUED&SCREWED TO FLOOR JOISTS SIZE& SPACNAILING SCHEDULE FOR 110 MPH WIND ZONE TENSING NOS,ANDBTED ON LCKEDOVERBEAAN,FJ TO BE DGEDATMIDSPANWITHAITL TENSION TIES,AND BLOCKED OVER BEAMS. INSULATION:CEILING R-30 HIGH DENSITY FIBERGLASS BATT INSULATION ° ° WITH KRAFT FACING 8V2'THICK UNLESS NOTEDOTHERWISE. ROOF FRAMING NOTES 0° SIm,pSon Strong-Tie CEILING:112"GYP.BOARD SCREWED TO CEILING JOISTS,TAPEAND3COATS ° SPACKLE SAND SMOOTH. Joint Description Number Of Nails (Nail Spacing 1.ALL TIES ARE IN ADDITION TO FRAMING NAILING;SEE DETAIL SECTION FORINAILING INFORMATION. ° ABU66 EXTERIOR WOODWORK ALL EXTERIOR WOOD TRIM TOBE1x PVC TRIM p 2.,ALL LUMBER TO BE DOUG FIR-LARCH. ° SIMPSON H2 TIE @ 16"alc FASTEN BOARDS TO RAFTERS&TO STUDS w/(5)8d RAFTER TO TOP PLATE (TOE-NAILED) (3)8d nails Per Rafter 3.,ANCHOR BOLT SPACING TAKEN FROM TABLES 3.2A&3.213 IN WFCM MANUAL FOR ONE AND TWO NAILS EACH FAMILY DWELLINGS. CEILING JOIST TO TOP PLATE (TOE-NAILED) (3)8d nails Per Rafter 4..ALL CONCRETE TO BE 3000psi CONCRETE. SIDEcavE 5.ALL ANCHOR BOLTS TO BE 16"'L'TYPE OR SIMPSON SSTB WITH SIMPSON LBPS 5/8 3"X Y BEARING CEILING JOIST TO PARALLEL RAFTER(FACE NAILED) -28'-0"Span (5) 16d nails Per Heel Joint Splice PLATES MIN.8"FROM CORNERS, MIN.2 PER SILL;MIN.IMBEDMENT 8". d bq°.�n °�° CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED;) (5) 16d nails Per Lap 6.ALL METAL BRACKETS AND FASTENERS IN(CONTACT WITH ACQ TREATED LUMBER MUST BE •° DOUBLE-DIPPED HOT-,GALVANIZED OR STAINLESS STEEL. RAFTER PLATE STUD CONNECTOR COLLAR TIES TO RAFTERS(FACE-NAILED)) (4) 10d nails Per Tie 7.DOUBLE TOP PLATES SHALL BE INSTALLED WITH OVERLAPPING CORNERS AND INTERSECTIONS POST TO SONOTUBE CONNECTION WITH BEARING PARTITIONS, END JOINTS IN TOP PLATES SHALL BE OFFSET 24"MINIMUM. BLOCKING TO RAFTERS(TOE-NAILED) (2)8d nails Each End RIM BOARD TO RAFTERS(END-NAILED) (2) 16d nails Each End NOTE: DETAIL SECTIONS INDICATES THE VARIOUS METAL CONNECTORS AND THEIR INTENDED LOCATIONS. SIMILAR CONDITIONS ELSEWHERE ON THE STRUCTURE SHALL USE THE SAME CONNECTORS. DOUBLE TOP PLATE WALL FRAMING Joint Description Number of Nails (Nail Spacing SIMPSON CS-20 1 1/4"x20ga FASTEN KING STUD TO EA TABLE R301.7 (RESIDENTIAL CODE OF NYS) STRAPS @16"o/C. FASTEN HEADERw/(5)IOdN AILS @ TOP TO TOP PLATE (FACE-NAILED) (2)16d nails Per Foot a'S°C W/ 18-10d NAILS CUT 1%"olc MIN-(MIN EDGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS LENGTH CLEARSPAN+21" DISTANCE SHALL BE 8" TOP PLATE @ INTERSECTIONS (FACE-NAILED) (4) 16d nails At Joints-Each Side DOUBLE JACK SPUD (2)1 1/4'x20gaCOILED ALLOWABLE STRAP BY SIMPSON w/ STUD TO STUD (FACE-NAILED) 16d nails At 24"o/c STRUCTURAL MEMBER DEFLECTION 14-1 OdNAILS EA STRAP SIMPSON LTP4 @16" •" , DOUBLE SILL FULL HEIGHT KING STUD HEADER TO HEADER (FACE-NAILED) 16d nails At 16"o/c Along Edge RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH NO 1 1/4"x20gaCOILED il FINISHED CEILING ATTACHED TO RAFTERS U1:80 STRAP BYSIMPSON WI TOP OR BOTTOM PLATE TO STUD (END-(NAILED) (2) 16d nails 2x4 stud SIMPSON HH4-w/ -10dxI 2" SIMPSON HH4�w/7-10dx 1%" INTERIOR WALLS AND PARTITIONS H/180 8"CONCRETE FDTN WALL co TO STUD&4-10d x1 Y"TO SILL (3) 16d nails 2x6 stud FLOORS AND PLASTERED CEILINGS V360 (4) 16d nails 2x8 stud ALLOTHER STRUCTURAL MEMBERS V240 STUD TO RIM JOIST/RIM JOIST TO SILL TYP OPNG (CONNECTION DETAIL BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, (2) 16d nails Per Foot EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 NOTE: FASTEN STUDS AS PER NAILING SCHEDULE FOR STUD TO STUD CONNECTIONS AND STUD TO END JOIST, OR BLOCKING (FACE-NAILED) a. PLATE&SILL FOR KING STUD EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES U240 a. FLOOR F R A IM I N G EXTERIOR WALLS-WIND LOADS WITH FLIEXIBLIE FINISHES U120 Joint Description Number of Nails (Nail Spacing NOTE: L=SPAN LENGTH,H=SPAN HEIGHT a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND JOIST TO SILL,TOP PLATE, OR GIRDER (TOE-NAILED) (4)8d nails Per Joist CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. BRIDGING TO JOIST (TOE-NAILED) (2)8d nails Each End b. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OR SUNROOM FASTEN SHEATHING BLOCKING TO JOIST (TOE-NAILED) (2)8d nails Each End ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, RIDGE w/BdNAILS @6"olc THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U60.FOR SANDWICH PANELS USED IN ROOF 2x10 RIDGE LAG BOLTED 9-5-12 PRINTED FOR FILING BLOCKING TO SILL OR TOP PILATE (TOE--NAILED) (3) 16d nails Each Block OR WALLS OR SUNROOM ADDITION'S OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED V120. TO STUDS uo�G 5-30-12 REVISED EXPANDED LAYOUT LEDGERSTRIP TO BEAM (FACE-NAILED;) (3) 16d nails Each Joist SIMPSON STRONG-TIE LSSU-28 Ownership and use of Documents (Drawings and specifications as instruments of JOIST ON LEDGER TO BEAM (TOE-NAILED) (3)8d nails Per Joist ICE WATER SHIELD MIN 24' professional service,are and shall remain the property of the Architect.These documents BAND JOIST TO JOIST END NAILED 3 16d nails Per Joist WINDOW & DOOR PROTECTIVE PANELS 12 PAST INSIDE FACE OF WALL shall not be used in part orwhole,for any other project or purpose,by any other parties { ) ( ) � than those authorized by contract,µ lhout the written authorization of the Architect of ~�J SEE ELEV SIMPSON STRONG-TIE STRUCTURAL PANELS FOR ALL DOOR AND WINDOW OPENINGS SHALL HAVE A MINIMUM THICKNESS H10 Record. It is a violation of the law for any person,unless acting under the direction of a licensed BAND JOUST TO SILL OR TOP PLATE (TO)E-NAILED) (2) 16d nails Per Foot OF 7/16"EXTERIOR PLYWOOD AND A MAXIMUM SPAN OF 8'-0"FOR ONE AND TWO FAMILY DWELLINGS. Architect to alter an item on the drawing in anyway.If an item has been altered,the PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. altering Architect shall affix his seal Ito the alteration and note'altered by'followedbyhis ROOF S H E A T H I N G SIMPSON AC6(ALTERNATE-1 2"CONT.SOFFIT VENT 2'GYP BD TAPE&3 COATS signature and date of the alteration. 1/4'x20ga GALV MTL STRAP SPACKLE SAND SMOOTH Joint Description Number of Nails (Nail Spacing TO WRAP UP OVER BM&12" Drawing:: WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE _ DN ONTO TO POST) SIMPSON H2RAFTERTIE 2x6 STUDS @16"o%w/R-21 PLYWOOD PANELS FOR WOOD STRUCTURAL PANELS FOR WINDOW AND DOOR INSULATION Metal Tie Details � 5/4"GAP W/FLASHING OPENING PROTECTION DURING HURRICANE WIND FORCES SIMPSON CS-201 1/4'x20gaSTRAPS — 4'-0"'PERIMETER EDGE ZONE (RAFTER:S @ 16"o/c) 8d common nails 6"o/c Edge ,6"o/c Field � I FELDMAN BED#✓3019 @16'o/c.FASTEN W/18-10dNAiLS Project 11/16x2 56' CUT LENGTH CLEARSPAN+21" 2x6 TREASTED SILL ON SILL INTERIOR ZONE (RAFTERS @ 16"o/c) 8d(common nails 6"o/c Edge , 12"o/c Field PANELS PANEL'S PANELS ( I Proposed Addition & Alteration for FASTENER TYPE I I FELDMAN NOSE&COVE SILL FLASHING N 2oz COPPER p CEILING SHEATHING < 4 FOOT 4'Ito 6' 6't0 8' #L85781 Ill 6x1 1l8" SIMPSON LTP4@16"0% Mrs. Dianne cyan Joint Description Number of Nails (Nail Spacing 2 1/2"#6 I I 320 Fleetwood Ind, Cutchogue, NY 11935 WOOD SCREWS 16" a/c 12" o% 9" olc i � �ASING POST w/%" GYPSUM WALLBOARD 5d coolers 7"o/c Edge , 10"o/c Field :�7 EDGER�TED I I FIELDMAN BASE#8416 SLOPE GRADE AWAY FROM BLDG WALL 11/16x1 5/8" MAINTAIN MIN 8"CLEARANCE FROM WALL SHEATHING 2 1/2" $ Z"dia LAG BOLT I GRADE TO WD s"dia ANCHOR Architect 631-254-0087 16" o/c 16" o/C 12"' o/c @ 16"o/c TO RIM BLTS @ 36"0/c WOOD SCREWS (3)2x10 Joint Description Number Of Nails (Nail Spacing I SIMPSONH6STRAPTO 2x8 P.T.FJ @16"olc TIE POST TO BEAM 4"CONC SLAB KevinKevinP. B ertolini AIA N M, SIMPSON STRONG-TIE 2x4 CONY.KEYWAY Arc 1-1 i t e c t PLYWOOD PANELS SIMPSON LUS28 ABU66 W/Z-MAX llOIST HANGER COATING 14 Corsa Street, Dix Hills, NY 11746 4'-02'PERIMETER EDGE ZONE (STUDS(@ 16"o/c) 8d common nails 6"o/c Edge , 12"o/c Field Y"dia EXPANSION %BARS CONY. INTERIOR ZONE (STUDS @ 16"o/c) 8d common nails 6"o/c Edge , 12"o/c Field BOLT @ 16"acTO 12"dia SONOTUBE BELL 0 0 FDTN Scale: Date BOTTOM TO 16"dia AS NOTED 12- 14-2011 GYPSUM WALLBOARD 5d coolers 7"o/c Edge , 10"o/c Field � °��A job No. :1112 FLOOR SHEATHING TYP WALL SECTION �� ntc4- t, Sheet Number: Joint Description Number of Nails Y o_ PLYWOOD PANELS LESS THAN 1" 8d common nails 6"o/c Edge , 12"o/c Field r .y ROOF SHINGLES ' :7�,• �� XXX Of Xcx Joint Description Number of Nails (Nail Spacing ASPHALT SHINGLE STRIP 6 Galvanized min 12ga rooting EACH ASPHALT SHINGLE STRIP mails w/3/8"dia head SUFFOLK COUNTY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TYPICAL CONSTRUCTION NOTES ICE SHIELD ROOFING:ASPHALT/FIBERGLASS SHINGLES TO MATCH RESIDENCE ON 15# GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER FLOOD r SNOW DESIGN DESIGN UNDERLAY- HAZARDS BUILDING FELT ONI/2'EXTERIOR GRADE PLYWOOD SHEATHING. FLASHING: FROST LINE MENT � S � t� ' ALL FLASHING TO BE ALUMINUM UNLESS SPECIFIED OTHERWISE.ALL LOADSPEED(MPH) CATEGORY WEATHERING TERMITE DECAY TEMP Q M Q FLASHING AT ROOF/WALL INTERSECTIONS TOBE STEP FLASHING,MINIMUM 8' DEPTH REQUIRED ON VERTICAL SURFACE,ALL WINDOWS TO HAVE SILL PA14SAND HEAD FLASHING.ALL RAKES TO BE FLASHED AND HAVE REINFORCEDIDRIP EDGE. 45 PSF MPS C SEVERE 3'-4' M H S M 11 d F. YES #360480 PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN 24'PAST INSIDE FACE OF WALL.FLASHING AT CHIMNEY TO BE 16oz COPPER STEP FLASHING WITH THRU WALL COUNTER FLASHING. GENERAL REQUIREMENTS EXTERIOR WALL:VINYL SIDING ON 15#BUILDING FELT ON 112'EXTERIOR GRADE PLYWOOD SHEATHING ON 2'x4'STUDS AT 16'o/c.WITH 2'x4'CATS, FIRETION 1 INTENT OF CONTRACT DOCUMENTS: All work specified herein shall 11.SITE PROTECTION AND SAFETY: The Contractor shall protect 31/2'TOCKWIPPIING H APO R-15 HIGH DENSITY GYP. .BOARD INTERIOSIBATTR SURFACE include all material,labor,equipment and installation. AIII material and the Owner and adjacent properties from injuries and damage.Any 3U2'THICK WITH VAPOR BARRIER-SMOOTH GYP.BOARD INTERIOR SURFACE TAPE workmanship shall be new and first quality subject to the Architects and damage done during construction due to negligence of the Contractor AND 3 COATS SPACKLE SAND SMOOTH-1/2'M.R.GYP.BOARD IN BATH,5/s' WONDER BOARD Owner's approval. The Architect reserves the right to clalri INTERIOR WA :LL: BEHIND TILE. fy the work if or his subs shall be corrected without delay or expense to the Owner. L 1/2'GYP,BOARD SCREWED TO 2"x4'STUDS AT 16'01c. necessary by additional detail drawings or written descripltion. The General Contractor shall be held responsible for the proper UNLESS NOTED OTHERWISE WITH 2'x4"CATS,TAPE AND 3 COATS SPACKLE protection and preservation of all trees and shrubs that are not to I SAND SMOOTH-5/8'M.R.GYP.BOARD IN BATH 5/8'WONDER BOARD BEHIND 2 MEASUREMENTS: Each Contractorshall be responsible forverifying removed from the work area.The Contractor shall notify the Owner in TILE all dimensions and measurements in the field and laying out work prior to writing prior to the commencement of his work of any tree or shrubs FLOORING: the commencement of work. Any discrepancies shall bei brought to the that he feel should be removed or replanted. Commencement of work TYPICAL:OAK FLOORING TO MATCH ON 150 FELT ON 3/4'PLYWOOD SUB attention of the Architect for his consideration and clarification before will represent that the Contractor has accepted the site as is. FLOOR. proceeding with the work. In no case shall such differencces constitute the All temporary enclosures shall be provided and maintained where ever TREX DECK 4G COLOR TO BE BATH:CERAMIC TILE:S A MUD BASE ON SC PLYWOOD SUB FLOOR. basis for an extra charges of compensation needed to protect construction from weather or to protect the building SELECTED Y OWNER PLYWOOD SUBFLOOR SHALL BE GLUED& REWED TO FLOOR JOISTS SIZE& 3. QUALITY CONTROL: General Contractor shall mafrotain quality against unauthorized entry or theft.Particular care shall be taken if SPACING NOTED ON PLAN,FJ TO BE BRIDGED AT MID SPAN WITH MTL control over products,suppliers manufacturers,services„site conditions work is near a swimming pool.Provide fencing around the pool during TENSION TIES,AND BLOCKED OVER BEAMS. and workmanship to produce work of specified quality. A11I workmanship the construction period to prevent entry to the pool. INSULATION CEILING R-30 HIGH DENSITY FIBERGLASS GATT INSULATION shall be first quality matching industry standards,by quaflified and trained WITH KRAFT FACING 816'THICK UNLESS NOTEDOTHERWISE. 12.SITE MAINTENANCE AND CLEANING: The General Contractor + 3 „ CEILING:1/2'-GYP.BOARD SCREWED TO CEILING JOISTS,TAPEAND3 COATS mechanics familiar with their respective trade. shall be responsible for maintaining the job site in a neat,safe and " 53-5 4 SPACKLE SAND SMOOTH. 4. FIELD ENGINEERING: All grade lines,levels and benchmark shall be orderly manner at all times. All debris and rubbish shall be removed o " EXTERIOR WOODWORK ALL EXTERIOR WOOD TRIM TO BE 1x PVC TRIM established and maintained by the General Contractor. Iff necessary the from building site as rapidly as it accumulates. Provide and maintain I 27+-7Y„ 13,-25�" 1 ,-Qr BOARDS General Contractor shall retain a licensed land surveyor Ito stake out the proper waste containers. No food waste on the floor will be tolerated. °2 building and verify required setbacks. When building is close to the All trades shall arrange to clean up their respective debris. a 5'-$fig" 8'-1�" 7'--1%" 6'-7Y" 4'-2 g" 5'-A" 3'-4%" 4'_7Yg" S-4%" 4'-7Y4" required setback lines,a surveyor will be required to stakce out the building and reconfirm the location of thew foundation wallls before 13.MATERIALS AND EQUIPMENT: ao framing begins. A.TRANSPORTATION AND HANDLING: Arrange and transport ;,� REMOVE EXISTING ' SHOWER,PLUMBINGG &DRAIN t 5. BUILDING PERMITS: The General Contractor shall(prepare,and fife products by methods required to avoid product damage;deliver ino LINES-G.C.TO PROVIDE ALT for all building permits and other approvals necessary forr the performance undamaged condition in manufacturer's unopened containers or of his work. All permit fees shall be rembursed to the Contractor by the packaging fin dry condition.Provide equipment and personnel to handle PRICE TO RELOCATE PUMP 5'-0°x 5-8"DRESSING Owner. products by methods to prevent soiling or damage. Promptly inspect HOUSE TO NEW CRAWL SPACE In no case shall the General Contractor begin work in any manner shipments to assure that products are undamaged - - - - VERIFIED IN FIELD-ACT LOCATION TO BE �. 2x6 RR@16"o/c until proper approval and a signed building permit is insured. The B.STORAGE AND PROTECTION: Store products in accordance with ' General Contrtactor shall be responsible for notifying the building manufacturer's instructions,with seals and labels intact and legible inspector of the progress of the work and request timely iinspections Store sensitive products in weathertight enclosures off the ground; by the building inspector, maintain within temperature and hufmidity ranges required by Upon completion of the work,the General Contractor shalt request a manufacturer's instructions. I (2)2X10 final inspection by the inspector and provide all required(Underwriters Provide temporary protection for installed products. Control traffic TW30410 TW30410 TW30410 0 Certificates and secure a Certificate of Occupaancy prior,to filing a in immediate area to prevent damage. Provide protective covering I Certificate of Substantial Completion with the Architect. for walls,projections,Jambs,sills,and soffits of openings. Protect `g1 I' (2)2X8 (2)2X8 finished floors and stairs from traffic,movement of heavy objects, I TW30410 TW30410 S.BUILDING CODES: All construction shalt conform to the latest edition and storage. Repair and replace any damaged surfaces. III at time of signing the contract of the local and State Buildling EXISTING DINING AREA Construction Code,the State Energy Conservation Code,County Health 14.CONTRACT CLOSEOUT: Upon completion of the work,the 7 Department requirements and all local agencies having jLurisd'action. General Contractor shall personally inspect the entire project and o confirm that all work is in accordance with the plans. Any defective or I N 12'-0" 7.TEMPORARY FACILITIES: The General Contractor(shall provide, I '! INSTALL damaged work shall be corrected. EXISTING TING KITCHEN VII maintain and pay for all temporary utilities that may be needed for his TRANSITION FOR FLOORING I I '' _" 8 RR@16"o% 2x8 R 16"o% work.If the Owner allows the Contractor to use the existiing facilities, CLEANING: The entire construction area inside and out shall be the Contractor shall reimburse the Owner for such use.Trhe Contractor thoroughly cleaned ready for the Owners use. This does not o EXIST W LL TO BE CAPPED- shall be responsible for the maintaining such utilities in am organized constitute just"broom swept". All surfaces shall be professionally v i 2x8 CJ@16"o!c N NON WO KINr,PUMP TO BE � and safe manner. cleaned and polished including all glass,tile,woodwork,cabinetry, III it RELOCAT D ON DECK VERIFY General Contractor shall provide,pay for and maintain all temporary bath fixtures and all painted surfaces and floors. Clean the inside I ~ LOCATIO IN FIELD facilities rerqufred for the execution of the work,includinig but not limited of all cabinetry and drawers. Remove all waste and surplus material ((2)1 4"X 11Y"microlam I t rubbish and construction facilities from the Project and site. No _ to electricity for power and lighting,heat and ventilation,telephone - - _- - - - -1 `� L J T 6 N debris shall be buried on site. � service,sanitary facilities,dumpsters,water,dust controll and all needed 4x4 POST I 4x4 POST de-watering equipment,scaffolds,ladders and shoring. OPERATION MAINTAINANCE DATA AND WARRANTIES: The " N General Contractor and his subs shall provide all written operational ^ REMMOVE WALLS&FLOORING, I I �j t2)2X8 ' )1 X 1 " col L_ - B.LIST OF SUBCONTRACTORS: The General Contractor shall provide a instruction and warranties for all equipment and controls installed LINSTALL NEW WD FLOOR IN NEW b� CUT ENIDS MI "HEEL list of all subcontractors(including address and tefephonae numbers)that will including all residential equipment. The entire mechanical system shall DINING AREA TRANSITION TO be used on the project,prior to the commencement of the work. This list be explained to the Owner including required maintenance.each0 M 3 p t q EXIIST @ THRESHOLDS I � " " � ff�� shall be updated and kept current as construction proceeds.The Owner mechanical trade shall provide written instructions regarding theirwork I -0 3- " reserves the rights to reject any subcontractor for any reason they may and include their name and telephone numbers in case of emergencies. I{I (2)Fo6 xt 8" or 0I choose. All electrical panels shall have a type written schedule indicating what I f INDRY `O (� 9.COORDINATION: The General Contractor and all other each circuit controls. lJ I ZS v subcontractors shall coordinate their work with all adjacelnt work and PROJECT RECORD DOCUMENTS: Prepare a set of clean blueprints 2'-6"x 5 8" BEDROOM#2 cooperate with other trades to facilitate the progress of the work. Each which documents all changes and additions to the working drawings by ( L „ „ � trade shall afford all other trades every reasonable opporrtunity for the identifying with sketches and dimensions in red on the prints,the exact `� 12-u78 I I 6 - 4-33� 2-678 3Y 12-1y lie + installation of their work and storage of their equipment arnd materials. location of buried items such as all the utilities,the entire septic system, A-4.1 { " The General Contractor shall be responsible for the propoer coordination and all items changed,encountered,or added during construction. EXISTING LIVING ROOM BEARING WALL 2 _ of the work. Store documents separate from those used for construction. Submit The General Contractor and his subs,shall arrange a pre-construction documents with transmittal letter containing date,project title, I I INSTALL THRESHOLD AS Q M TRANSITION FOR FLOORING meeting with the Architect to discuss the schedule and ctoordination-of the Contractor's name and address,list of documents and signature of the 2)2-0"x 6' Contractor. INSTALL THRESHOLD AS 7 I { r 4� (2)2-0'x 6'-8"BI-FOLD BI FOLD / -� A rt work. TRANSITION FOR FLOORIN ti Submit prior to final inspection a 8-1/2"x 11"three ring binder with i I I m 10.INSURANCE: The Owner shall seek professional advice from his durable plastic cover which includes the information and names and ( \_ Insurance supplier and maintain and pay premiums for insurance on all addresses required. work done and incorporated in the building against loss damage from fire, t t tornado,theft or vandalism. The Owner shall also protect his interest RELEASE OF LIENS: Before final payment will be approved,the from contingent liability for damage for personal injury including death, General Contractor shall submit to the Architect,a notarized Release 12'-05�" " 10'-83/s" ^ " ?�° ' " of Lien affidavit stating that all indebtness connected with the work for Ig, r' which may arise from operations under this contract. I I ERRING WALL The General Contractor shall provide the Owner with a Certificate of which the Owner or their property might in any way be responsible Insurance naming the Owner and his property as co-insunred,covering have been aid in full. workman compensation insurance and liability for$2,000),000.00- If so required by the Owner,the Contractor shall provide additional N signed and notarized by each subcontractor stating that they have P\ 9-5-1 2 RINTED FOR FILING $2,000,000.00. �� l I I � } I been paid in full and have no additional claims against the Owner s -6"X 6-8" in any way. I I „ C.T.FL R 5-30-12 REVISED EXPANDED LAYOUT EXIT STING BEDROOM I I ' SH L EIN IN R o I I BATH m I o- cO 3: Ownership and use of Documents Drawings and specifications as instruments of eJ '-�" C.T.FLOOR of ceg professional service,are and shall remain the propertyof the Archiect.These documents � io p �/ " shall not be used in part or whole,for any other project or purpose,by any other parties BEDROOM#1 than those authorized by contract,without the written authorization of the Architect of I Record. EXISTING SCREEN PORCH �� I I „ " „ It is a violation of the law for any person,unless acting under the direction of a licensed 5- 2 13-4-1y 3 Architect to alter an item on the drawing in any way.If an item has been altered,the GENERAL CONSTRUCTION NOTES L altering Architect shall affix his seal to the alteration and note'altered by'followed by his � I I �,' signature and date of the alteration. 1, All dimensions are to rough framing. Do nolt scale drawings. Use figured dimensions. ✓ -N - g g 9 g 0 / TW2442 (2)2X8 TW2442 TW2442 (2)2X8 Dra aving 2 CUTTING AND PATCHING:Each subcontractor or trade shall be responsible for doing their own cutting and patching unless arrangements are made with the �_ _�% (2)2X8 General Contractor to do so. Verify any questionable cutting with the Architect prior to performing work. a / Floor Plans 3. All structural material or assembles subject Ito deterioration which might become structurally unsound if unprotected shall be protected in accordance with generally accepted standards as per the State Code at time of contract signing. !r° �I'° coI. 4. CONCRETE:All concrete shall attain a minjlmum of 3000 psi(air entrained)compressive strength after 28 days. Newly poured concrete shall be kept from z =� 2x6 RR@19o1c 2x6 RR@1� cc lx Zi C Project IC) co freezing and allowed to cure in accordance With American Concrete Institute standards. Garage Slabs shall have 3500 psi strength. 'PORCH 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 Q, oto Proposed Addition &Alteration for 9 9 9 9 P ty p q ( 9 ) footings shall be minimum of 3'to 4'below fjinish grade. Maximum pitch ratio for stepped footings shall be 1 in 2. (3) 2X8 Mrs. Dianne Ryan 6, All reinforcing bars to be intermediate grader 60 deformed bats,All to American Concrete Institute and American Reinforcing Concrete Institute standards. Minimum of 30 diameters lap on all splices. 7. Sill anchors in all foundation walls shall be 5i18"dia."j"bolts with 3x3x5/64" washers. Maximum of 3'-0"on center, 8"from each comer,and 6"each side of 6x6 POST 320 Fleetwood Rd, Cutchogue, NY 11935 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 c(oncrete a " 8. STRUCTURAL STEEL: All steel to be ASTIM A-572 Grade 50,all fabrication and erection shall be in conformance with American Institute of Steel Construction r 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 t m bearing on all beams. `Z Q j� 2irChite=t 631-254-0087 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 EXISTING DWELLING jjjj WALL American Plywood Association.Species All lumber to meet or exceed the following standards of quality:Horizontal framing members(joist and rafters)to be KevinP. BertUhni AIA Douglas Fir-Larch,Construction grade,mini.Fb=950 psi and E=1,500,000 Vertical framing members(Studs)to be Douglas Fir-Larch standard grade Fb= 8'-1 W8" 12'-�" 2'-9" 5'-5y" c�L rclzi >te c t 525 psi and E=1,400,000. 10. All plywood sheathing shall be exterior gradle with waterproof glue in conformance with American Plywood Association specifications and grading. - --� 14 Corsa Street, Dix Hills, NY 11746 11. FRAMING:Provide double jacks at each side of vertical openings.Provide Double rafters,joist or headers and trimmers at all floor and roof openings. Provide 2 12-13/g 10-8/g" 29-5 " ? -° metal tension ties cross bridging at maximurm of 8'-0"on center continuous from wall to wall for floor and ceiling joist.Provide fireblocking on all load bearing 7y" walls as per section R-602.8 of the New York State Residential Code requirements. 12. GYPSUM BOARD:All gypsum board shall be 112",unless noted otherwise. Provide minimum 5/8"Type X fireeode 60 in garage and boiler room areas. All Scale: Date: AS NOTED 12- 14-2011b No. gypsum board in bathrooms shall be moistulre resistant gypsum board Provide 1/2"Wonder board or Durorock cementious backer board in all shower and tub FIRST FLOOR PLAN , areas and behind tile. All gypsum board shall have tape and three coats of spackle and be sanded smooth ready for painting. Jo 13. All WINDOWS as specified shall be double lglazed,have weatherstripping and have concealed flashing and drip cap..All window units shall be provided with �2. f" =V-0" 1.0.0 a A 1112 full screens and Socking hardware. tq, �'4RiC,q. �,� Sheet Number: 14. All ELECTRICAL and MECHANICAL WORK shall be installed in strict conformance with the National Electrical Code and have Underwriter's Laboratory o'a approval.All mechanical work shall be laid out and installed in a first class and quality manner. Sloppy workmanship will be rejected. \ ; -" Al 15. Provide hard wired SMOKE and CARBON MONOXIDE DETECTORS with battery backup in all bedrooms,areas outside of bedrooms,and each floor as per section R-313 of the 2010 RCNYS Code requirements.':;( 16. All attic exhaust fans,if provided,shall be installed with means for automatic shut-off in the event of a fire 17. FIRE ALARM SYSTEM:shall include an auttomatic shutoff to all mechanical fans and burners within the building to insure that when he alarm system isc` - activated,that all fans and burners will be shut off to prevent the possible spread of fire or smoke. of XXX TYPICAL CONSTRUCTION NOTES I I ROOFING:ASPHALT/FIBERGLASS SHINGLES TO MATCH RESIDENCE ON 15# REMOVE SHED ROOF FRAME NEW BUILDING FELT ON 112'EXTERIOR GRADE PLYWOOD SHEATHING. FLASHING: GABLE ROOFED DORMER 2x6 RR I ALL FLASHING TO BE ALUMINUM UNLESS SPECIFIED OTHERWISE.ALL FLASHING AT ROOFIWALL INTERSECTIONS TO BE STEP RLASHING,MINIMUM 8' @16"0/c I ON VERTICAL SURFACE.ALL WINDOWS TO HAVE SILL PANS AND HEAD FLASHING.ALL RAKES TO BE FLASHED AND HAVE A REINFORCEDIDRIP EDGE. ARCHITECTURAL GRADE ASPHALT PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVES MIN 24'PAST INSIDE SHINGLES TO MATCH EXISTING ON I FACE OF WALL.FLASHING AT CHIMNEY TO BE 16oz COPPER STEP FLASHING WITH THRU WALL COUNTER FLASHING. °D o 15#FELT ON y"EXT GR PLYWD FLASH ROOF w!METAL STEP EXTERIOR WALL:VINYL SIDING ON 15#BUILDING FELT ON 1/2'EXTERIOR ifi I FLASHING OVER ICE WATER GRADE PLYWOOD SHEATHING ON 2"x4'STUDS AT 16'otc.WITH 2*xC CATS, SHIELD MIN tE"EA SURFACE FIRESTOPPIIV3 AT 8'-0',R-15 HIGH DENSITY FIBERGLASSIBATT INSULATION FLASH ROOF TO NEW WALL wJ 31/2'THICK WITH VAPOR BARRIER-1/2'GYP.BOARD INTERIOR SURFACE TAPE METAL STEP FLASHING OVER I AND 3 COATS SPACKLE SAND SMOOTH-117 M.R.GYP.BOARD IN BATH,5/8' ICE WATER SHIELD MIN 12"EA I WONDER BOARD BEHIND TILE SURFACE ( ICE WATER SHIELD MIN 24'PAST INSIDE WALL FACE INTERIOR WALL:1/2'GYP.BOARD SCREWED TO n4'STUDS AT 16'o/c. UNLESS NOTED OTHERWISE WITH 2'x4'CATS,TAPE AND 3 COATS SPACKLE _ — — — — — — — SAND SMOOTH-5/8'M.R.GYP.BOARD IN BATH 518'WONDER BOARD BEHIND �[> i TILE. TYPICAL:OAIK FLOORING TO MATCH ON 15#FELT ON 314'PLYWOOD SUB " r FLOOR. EXIST EXIST EXIST BATH:CERAMIC TILE ON 1'MUD BASE ON 3/4'PLYWOOD SUB FLOOR, VINYL SIDING ON I ALL PLYWOOD SLUFLOOR SHALL BE GLUED&SCREWED TO FLOOR JOISTS SIZE& RAIL AND LISTER N Ew RIGID INSUL 15#FELT p SPACING NOTED ON PLAN,FJ TO BE BF.IDGED AT MID SPAN W THMTL 5 ° EXISTLJ1 ° 1 TENSION TIES,AND BLOCKED OVER BEAMS. PICKETS 4 o/c ON Y'EXT GR PLYND `' I T 00 INSULAl10N:CEILING R•30 NIGH DENSITY FIBERGLASS GATT INSULATION i� XI T I E ST T 2 T 4 T 4 I WITH KRAFT FACING 8;,'THICK UNLESS NOTED�OTHERWISE- CEILING:1/2"'GYP.BOARD SCREWED TO CEILING JOISTS,TAPE AND 3 COATS SPACKLE SAND SMOOTH, EXTERIOR WOODWORK:ALL EXTERIOR WOOD TRIM TO BE Ix PVC TRIM I 1 11 1 1 1111 11 HIM IIH I 111 1111111 1 BOARDS GRADE NOT TO SCALE SHOWN AS ( REFERENCE SLOPE GRADE AWAY FROM BLDG- VERIFY IN FIELD ( SEE GRADING NOTES-GC SHALL ( INCLUDE IN HIS PRICE A STACK - -- - - - - - - - - - -- -- -- - - -- - - -- - - -- - - - - - -- J STONE RETAINING WALL AS NEEDED TO ALLOW PROPER —— — — —— — — — — — — —— — — — —— — — — — — —— — — —— — — — — — —— — J GRADING 1 FRONT NORTH ELEVATION A-3.1 1/4 " = l'-O" NEW ROOF TO ALIGN I Ix wit EXISTING 0 0 I I 00 00 } W 4 W 44 I IJ IIIIIIIIIIIIIIiIIIII c I A c� 12"dia SONOTUBE-BELL I � BOTTOM T016"dia 9-5-12 PRINTED FOR FILING 5-30-12 REVISED EXPANDED LAYOUT 2 WEST SIDE ELEVATION �� — Ownership and use of Documents Drawings and specifications as instruments of A-3.1 1/4 — 1 -0" professional service,are and shall remain the property of the Architect.These documents shall not be used in part or whole,for any other project or purpose,by any other parties than those authorized by contract,without the written authorization of the Architect of Record. It is a violation of the law for any person,unless acting underthe direction of a licensed Architect to alter an item on the drawing in any way.If an item has been altered,the aftering Architect shall affix his seal to the alteration and note'aftered by'followed by his signature and date of the alteration. FLASH ROOF TO NEW WALL w/ METAL STEP FLASHING OVER DrawingiCE WATER SHIELD MIN 12"EA Elevations REMOVE EXIST SHINGLES RE-ROOF SURFACE I w!ARCHITECTUlRAL GRADE FLASH ROOF w/METAL STEP I ASPHALT SHINGLES ON 115#FELT FLASHING OVER ICE WATER ON�"EXT GR P'LYWD Project: -sy SHIELD MIN 12"EA SURFACE I Proposed Addition & Alteration for I Mrs. Dianne Ryan I - 320 Fleetwood Rd, Cutchogue, NY 11935 7777777 -1 I I I trxchitect 631-254-0087 a I I I w a w I=11 w a w a 41 Kevin P. Bertohni AIA I 1 1VLUq Ar <- to c t 14 Corsa Street, Dix Hills, NY 11746 I GRADE NTS S I Scale: Date SHOWN AS R ( kS NOTED EFERENCE 12- 14-2011 SLOPE GRADE AWAY FROM BLDG- Job No. SEE GRADING NOTES-GC SHALL ( ( ( ( :�E 1112 INCLUDE IN HIS PRICE A STACK STONE RETAINING WALL AS I _ _ __ _ _ _ __ _ _ _ _ _ _� - - --- - -- - - - - - - - L - -- r- I ! �, � SheetNurnber: NEEDED TO ALLOW PROPER (— — I 7 I Aft GRADING L -- - - -- - - ---- - -- - --I- - --- - -- - - -- - - --I- - - -- -J K*'3 REAR SOUTH ELEVATION a 2x6 RR @ 16" -� NEW ROOF TO ALIGN NEW ROOF TO ALIGN wl EXISTING wl EXISTING 2x4 CT @ 16"Olc 2x4 CT @ 16"Olc 2x6 RR 0 16"O/c FRAME WALL UP TO 2x8 RR CD 16"01c 3 (2)1 Y4„X 11Ya mlicrolam RAISE WALL TO PORCH RR LOWER ROOF RAISE WALL TO PORCH RR 2"dia VEIN EA BAY �A� (2)1%"X 11�"microlam 2"dial VE EA BAY EXPOSE RAFTER 2x6 CJ c EXPOSE RAFTER 2x8 CJ 1 'o/c m "GYP BD CEIL&WALL, II I� -- - - - - - - - - - - - - VINYL BEAD %TAPE&3 COATS SPACKLE — I I� �I Yz"GYP BD CEIL&WALL, I I I I II BD CEILING SANDED SMOOTH I I I I I I II I I TAPE&3 COATS SPACKLE I I BRSATEX 3" III I I I I I 6x6 POST V I I I 6x6(POST ( I BANDIED SMOOTH I ( I CROWN 2x10 CJ@16'dld I II II II N I I II II II I I I BATHROOM I I BEDROOM#� I I I I II II I I II � IND FLOOR TO MATCH II L - - I _ D FLOOR TO TCH 1L - -_ I i � � — _ — _ _ - - - _ I EXIST ON 15#FELT ON 3/' ( I EA XI WD SUBFL ON a4" — I I PLY WD SUBFLR I I EXI STING DINW-5 AR I I i II II � 2x8 FJ(16"o% 2x8 FJ 16"olc 2x8 FJ@16"oic 2x8 FJ@16"o/e 2x8 FJ@16"o/c 1 2x8 FJ@16"o/c OVERLAP JOIST TO ac8 FJ@16"olc (2(2xl0 TREATED BM (2)2x10 TREATED BM — — — — — — — _ — — (2)2x10 TREATED BM BATH WALL I Al F� - - - - - - - - - - - - - - - - - - - - - II - - - - - _ -- - - - - - - I I , 12"dia SONOTUBE-BELL BOTTOM TO 16"dia LJ LJ A CROSS SECTION B CROSS SECTION A-4.1 4"=1'-0" A-4.1 -1 -0 TYPICAL CONSTRUCTION NOTES FLASH ROOF TO NEW WALL w/METAL STEP FLASHING ROOFING:ASPHALTIFIBERGLASS SHINGLES TO MATCH RESIDENCE ON 15# OVER iCE WATER SHIELD MIN 12"EA SURFACE BUILDING FELT ON 112'EXTERIOR GRADE PLYWOOD SHEATHING. FLASHING: ALL FLASHING TO BE ALUMINUM UNLESS SPECIFIED OTHERWISE.ALL NEW 2x RAFTER FASTEN FLASHING AT ROOF/WALL INTERSECTIONS TO BE STEP FLASHING,MINIMUM B' TO WALL w/VILAGBOLTS ON VERTICAL SURFACE.ALL WINDOWS TO HAVE SILL PANS AND HEAD IN EA STUD(16"0/C) FLASHING ALL RAKES TO BE FLASHED AND HAVE A REINFORCED DRIP EDGE. PROVIDE ICE WATER SHIELD AT VALLEYS AND EAVESIMIN 24'PAST INSIDE FACE OF WALL.FLASHING AT CHIMNEY TO BE 16oz COPPER STEP FLASHING EXISTING UNFINNISHED I I WITH THRU WALL COUNTER FLASHING ATTIC TO REMAIN I I EXTERIOR WALL:VINYL SIDING ON 15#BUILDING FELT ON 112'EXTERIOR GRADE PLYWOOD SHEATHING ON 2'x4"STUDS AT 16'0/c.WITH 2'A CATS, I 2x4 iag B CE FIRESTOPPING AT V-0%R-15 HIGH DENSITY RIBERGL.ASSBATT INSULATION I 3142'THICK WITH VAPOR BARRIER-1/2'GYP.BOARD INTERIOR SURFACE TAPE 2x8 RF 16"01 AND 3 COATS SPACKLE SAND SMOOTH-117M.R.GYP.BOARD IN BATH,51W WONDER BOARD BEHIND TILE. INTERIOR WALL:112-GYP.BOARD SCREWED TO 2'x4'STUDS AT 16-o/c. III J- UNLESS NOTED OTHERWISE WITH 2'x4'CATS,TAPE AND 3 COATS SPACKLE 2x J@ 1 O1CJUI SAND SMOOTH-5/8'M.R.GYP.BOARD IN BATH 5/8'WONDER BOARD BEHIND TILE. Y"GYP BD CEIL&WAL , FLOORING: TAPE&3 COATS SPAC TYPICAL:OAK FLOORING TO MATCH ON 150 FELT ON 3Y4'PLYWOOD SUB SANDED SMOOTH FLOOR. BATH:CERAMIC TILE ON 1'MUD BASE ON 314'PLYWOOD SUB FLOOR. PLYWOOD SUBFLOOR:SHALJL BE GLUED&SCREWED TO FLOOR JOISTS SIZE& n SPACING NOTED ON PLAN,FJ TO BE BRIDGED AT MID SPAN WITH MTL TENSION TIES,AND BLOCKED OVER BEAMS. EX STING TO REMAIN NEW WALL TO ap INSULATION:CEILING R-30 HIGH DENSITY FIBERGLASS BATTINSULATION DIVIDE CLOSET ./ WITH KRAFT FACING 8X'THICK UNLESS NOTED OTHERWISE. BEDR00 1 W 4 W 4 CEILING:1/2'GYP.BOARD SCREWED TO CEILING JOISTS,TAPE AND 3 COATS SPACKLE SAND SMOOTH. EXTERIOR'WOODWORK ALL EXTERIOR WOOD TRIM TO BE 1x PVC TRIM BEDROOM#2 BOARDS IE�'1 STING CIRA WL SPACE TO REMAIN I I (2)2x10 TREATED BM 2x8 J 16'o/c 2x8 BLOCKING BTWN JOISTS @32"olc BELOW 9-5-12 PRINTED FOR FILING NEW FOUNDATION WALL TO PARTITIONS TYP ENCASE & BE DOWELED INTO 5-30-12 REVISED EXPANDED LAYOUT EXIST CONC PIERS Ownership and use of Documents Drawings and specifications as instruments of professional service,are and shall remain the property of the Architect.These documents shall not be used in part or whole,for any other project or purpose,by any other parties (00`C LONGITUDINAL SECTION than those authorized by contract,without the written authorization of the Archtect of Record. �4. Y4" -1'-0" It is a violation of the law for any person,unless acting under the direction of a licensed Architect to after an Rem on the drawing in any way.If an item has been altered,the altering Architect shall affix his seal to the alteration and note'altered by'followed by his signature and date of the alteration, Drawing-- NEW ROOF TO ALIGN Elevations & Sections wl EXISTING 2x10 RIDGE Project 2x8 RR @ 16"o/c 2x4 diag BRACE Proposed Addition 8c Alteration for 2X6 SHEAR BLOCKS 2x4 CT @ 16"at 2x6 STRONGBACK Mrs. Dianne Ryan 20 CJ @ 16-O/C 320 Fleetwood Rd, Cutchogue, NY 11935 BEARING WALL 2x SOLID BLK'G BTWN rolam BEVEL{2)1 3/"CJ @ 48"0%-2 BAYS X 9Ya"mic y"GYP BDCEIL&WALL, � TAPE&3 COATS SPACKLE � CUT ENDS MIN is HEEL Architect 631-254-0087 SANDED SMOOTH m � co BEDROOM# 1 BEDROOM#2 Kevin P. Bertolini AIA WD FLOOR TO MATCH EXIST ON 15#FELT ON 3 14 Corsa Street, Dix 11ill s, NY 11746 PLY WD SUBFLR 2x8 FJ@16'lo/c 2x8 FJ@16"o1c 2x8 FJ@16"olc 2x8 FJ@11i o/e 2x8 FJ@16"01C Scale: Date: (2)2x10 TREATED BM AS NOTED 12- 14-2011 (2)2x10 TREATED BM - - _- - - - - - - - ` — - - - - - - job No.: — — — — — — - - - _ — X-0 Ap 1112 12"dia SONOTUBE-BELL BOTTOM T016"dial'. CkC 0% Sheet Number: 7r1 tat p N D CROSS SECTION A4.1 4"=1'-Q" 4` C ss`