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HomeMy WebLinkAbout36741-Z' fpptK�o Town of Southold Annex 6/12/2012 P.O.Box 1179 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35750 Date: 6/12/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7180 Great Peconic Bay Blvd, Laurel, SCTM#: 473889 Sec/Block/Lot: 126.-11-9.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/23/2011 pursuant to which Building Permit No. 36741 dated 10/7/2011 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: Additions&Alterations to a Single Family Dwelling, Den, Laundry Room, Covered Porches, Entry Hall, Bedrooms, Baths,Decks, Sitting Area, as applied for. The certificate is issued to Pisani,Edwin&Margaret (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0027 4/23/12 ELECTRICAL CERTIFICATE NO. 36741 6/6/12 PLUMBERS CERTIFICATION DATED 6/1/12 Peconic Plumbing&Heating r AutboWzed Signature o�goFMir TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT N z TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36741 Date: 10/7/2011 Permission is hereby granted to: Pisani, Edwin & Margaret 195 Colabaugh Pond Rd Croton On Hudson, NY 10520 To: Additions.& Alterations to a Single Family Dwelling; Den, Laundry Room, Covered Porches, Entry Hall, Bedrooms, Baths, Decks, Sitting Area,as applied for. At premises located at: 7180 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 126.-11-9.1 Pursuant to application dated 9/23/2011 and approved by the Building Inspector. To expire on 4/7/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,005.60 Total: $1,055.60 Building Inspector Yam' 1 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 nevv 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- 'Swom statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building.. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land'uses: 1. Accurate survey of property showing all property lines,streets,building.and unusual natural or topographic features. _ 2. A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$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__P_rpe Pre-existing Building: (check one) Location of Property: -71 Oo C rzc�'1 House No. Street Hamlet Owner or Owners of Property: lyd l'J'l 1� �p r��V 1 YW • Suffolk County Tax Map No'1000,Section a Block Lot I ` Subdivision filed Map. Lot: Permit No. Date of Permit. Applicant: -- Heaith Dept.Approval: Underwriters Approval: Planning Board Approval: - Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �D o�iriL pplicant Signature pF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Q roger.riche rt(a)_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Edwin Pisani Address: 7180 Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit#: 36741 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Twin Fork Electric Inc License No: 3488-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 16 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 23 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 25 Twist Lock Exit Fixtures TVSS Other Equipment: 3-exhaust fans, 3-paddle fans, 4-dimmers, 3-combination smoke/co detectors 2-20a laundry circuts,3-shade motors(f) Notes: Inspector Signature: Date: June 6 2012 81-Cert Electrical Compliance Form.xls C CE � WE �O940FOL��o JUN - 5 2012 BLDG.DEPT. y TOWN OF SOUTHOL 5_9502 Town Hall,53095 Main Road Telephone(631)765-1802 P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOJLD CERTIFICATION Date: 6 1 i Building Permit No. ILI Owner: ep wl/V pw 6•A2 tE 15A N I (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. `(Plumbers S e) Sworn to before me this day of �z v� , 20J VICVJ L.LOPER Notary Public,State of New York No.OIL06070081 Qualified in Suffo Coup ' Commission Expires Notary Public, `�i� ' 'r f County as cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: iy-c DATE ® �� `� INSPECTOR Of SOUTy�� TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE r INSPECTOR Of SO(/lyolo 367�/ courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION .FRAMIN�STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION XFIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) REMARKS: i 12 d 6 DATE °���� —�� INSPECTOR �Of SOUL ------_ -- UOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU LBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , t- DATE f INSPECTOR OF SO(/r�p� 3 6 • iQ ly�ouHr+,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING 4FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e ��e DATE �—�.� INSPECTOR OE SOpr�,olo cOUNi'{N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,[ J ELECTRICAL (FINAL) REMARKS: _t �r✓�— LZc�-�. — �C-- DATE Zo INSPECTOR ' �7�/rr►V..�a��I ► " -/ / a �• INSUL. STATE EMMGY o ! will, 0 0 � I TOWN OF SOUTHOLD (� �/J BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ® E C E U E Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 SEP 2 1' 2011 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERhP°r- ,� �ea 7 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined �) 120 Single&Separate Storm-Water Assessment Form I i Contact: Approved , 7 20� Mail to: MAEK S'Cl4cti4de j Z " I Phone: r Expiration 7 20� I I Building Inspector APPLICATION FOR BUILDING PERMIT I Date 0 Zv i, 20 INSTRUCTIONS i 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. . I 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. E.Every building permit shall expire if the work authorized has not commenced within 12 months after the date,of issuance or has not been completed within 18 months from such date. If no.zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances nor Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.;The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to adinit authorized inspectors on premises and in building for necessary inspections. i i (Signature of applicant or name, if a corporation) I (Mailing address of applicant) State whether applicant is owner, lessee, gent, architect ngineer, general contractor, electrician, plumber or'builder I . I Name of owner of premises C w Ali ( s 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:1i'_,:. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street // Hamlet y p Z b Block Lot Count Tax Ma No. 1000 Section I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C � b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_- _ Addition.: Alteration, Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars • 6. If business, commercial or mixed ccup cpecify nature and extent of each type of use. S� r(- J 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 � (J Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated_)�7 4- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_X NO 13. Will lot be re-graded? YES NO-><—Will excess fill be removed from premises? YES X NO 14. Names of Owner of pre ises 4 All 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 . eel O 2— . .being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the A/ZC No.01BU61860so Qualified Contractor, ent C r orate Officer, etc. n o l 14" unty ( g � p � ) Commission Expires April 14,2LL) Lf 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 met .is day Notary Public Si at e of Applicant i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: L4 T 7- Disapproved a/c Phone: Expiration ,20 D E C E � V E Building Inspector MAY 1 8 2011 ICATION FOR BUILDING PERMIT Date Q J e `J ,;20 BLDG. DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector,with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen architect, gineer, general contractor, electrician, plumber or builder i Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of Land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 2 Block Lot 9 , Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,S 11jC G E %:9� 'k�2 /- b. Intended use and occupancy S/ 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 occu ancy, specify nature and extent of each type of use. .r . �L.�J 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 5 C (J v✓J 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 4 12. Does proposed construction violate any zoning law, ordinance or regulation? YES l NO _C 13. Will lot be re-graded? YES NOY Will excess fill be removed from premises? YES NO 14. Names of Owner of premises F1 S�I Address Phone No. Z (6 04T Name of Architect C N-w 6-1Z Z_ 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_X-- * IF YES, PROVIDE A COPY. CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.0181.161b50b0 SS: QualffW Commission in Suffolk-County a/ COUNTY OF.AIML( )Ores April 14, a f✓ Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Ar-" I (Contractor, Agent, Orporatepfficer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ll day of 20 f 1\J1 P f��:S!JI ✓� Notary Public Signat e of plicant U-u BOARD OF SOUTHOLD TOWN TRUSTEES i SOUTHOLD,NEW YORK PERMIT NO. 7606 DATE: AUGUST 24,2011 I ISSUED TO: EDWIN& MARGARET PISANI r PROPERTY ADDRESS: 7180 PECONIC BAY BOULEVARD.LAUREL l SCTM# 126-11-9.1 AUTHORIZATION Pursuant.to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on,, August 24,2011,and inconsideration of application fee in the sum of$250.00 paid by Edwin&Margaret Pisani and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: ` Wetland Permit to construct a second-floor addition and alteration on south side r of dwelling; one-story addition on west and north sides of dwelling; second-floor addition and alteration on north side of dwelling; new porch on north side of dwelling; and install drywells to contain roof run-off; and as depicted on the site plan prepared by Mark K. Schwartz, Architect, last dated June 17, 2011, and stamped approved on August 24,2011. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ti CY �i James F.King,President o����$�uT/y0l Town Hall Annex Bob Ghosio,Jr.,Vice-President O 54375 Main Road Dave Bergen P.O.Box 1179 g Southold,New York 11971-0959 John Bredemeyer Q i0 Michael J.Domino Telephone(631)765-1892 Fax(631)765-6641 �� CoU ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0746C Date: April 25, 2012 THIS CERTIFIES that the construction of a second-floor addition and alteration on south side of dwelling; one-story addition on west and north sides of dwelling second-floor addition and alteration on north side of dwelling; new porch on north side of dwelling; gutters to leaders to drywells on dwelling At 7180 Peconic Bay Boulevard, Laurel, New York Suffolk County Tax Map# 126-11-9.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 1, 2011 pursuant to which Trustees Wetland Permit#7606 Dated August 24, 2011 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a second-floor addition and alteration on south side of dwelling one- story addition on west and north sides of dwelling; second-floor addition and alteration on north side of dwelling; new porch on north side of dwelling,• gutters to leaders to dmyells on dwelling The certificate is issued to EDWIN&MARGARET PISANI owner of the aforesaid property. Authorized Signature rcm :i z,i, bunaing 4u-su111 Y Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0360 John P. Cahill Commissioner LETTER OF NON-JURISDICTION Margaret Claire Pisani 40 Van Wyck Street Croton-On-Hudson, NY 10520 Date: April 17, 2000 RE: 1-473 8-02601/00001 Pisani Property 7180 Peconic Bay Blvd. Laurel, NY 11948 SCTM# 1000-126-11-9.1 Dear Ms. Pisani: Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that: The property landward ofthe functioning bulkhead greater than 100 feet in length and constructed prior to 8/20/77, as shown on Aerographics aerial photograph#67-1911 dated 4/6/76, is beyond the jurisdiction of Article 25(Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit is required under the Tidal Wetlands Act . Please be advised, However, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the r(-,Snensibility of ottainiessary permits or approvals from other agencies. le truly(ryou V ! i A. Wieland ity Permit Administrator CC: BMHP File FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 31, 2011 TO: Mark Schwartz for E &M Pisani PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated Mayl8, 2011 For permit for additions &alterations to an existing dwelling at Location of property: 7180 Peconic B y Blvd., Laurel, NY County Tax Map No. 1000 - Section 126 Block 11 Lot 9.1 Is returned herewith and disapproved on the following grounds: The additions &alterations to a dwelling are not permitted pursuant to Article XXII Section 280- 116B, which states: "All buildings or structures on lots upon which a bulkhead ... exists and which are adiacent to tidal water bodies other than sounds shall be set back not less than 75' from the bulkhead." The site plan indicates a setback from the bulkhead of 58.3'. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A BOARD MEMBERS *QF SO Southold Town Hall Leslie Kanes Weisman, Chairperson �O (/Ty 53095 Main Road•P.O.Box 1179 l� Q O Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard.P. Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �'0 �� 54375 Main Road(at Youngs Avenue) Ken Schneider �yCQUNTY,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DULY 21,2011 ZBA FILE 6482 NAME OF APPLICANT: EDWIN J.PISANI SCTM#1000-126-11-9.1 PROPERTY LOCATION: 7180 Peconic Bay Blvd.,(adj.to Great Peconic Bay)Laurel,NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14714 to 23, and the Suffolk County Department of Planning issued its reply dated June 14, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP.Coordinator issued his reply dated June 29, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property contains 37,612 sq. ft. and is improved with a single family dwelling and accessory garage. It has 125.21 feet of frontage on Great Peconic Boulevard, 345.76 feet along the eastern property line, 121.73 feet on the Great Peconic Bay and 344.32 feet along the western property line as shown on the site plan dated May 17,2011 prepared by Mark Schwartz,AIA. BASIS OF APPLICATION: Request for Variance from Code Article XXII Section 280-116B and the Building Inspector's May 31, 2011 Notice of Disapproval based on an application for building permit for additions and alterations to an existing dwelling at: 1) less than the code required setback of 75 feet from a bulkhead. RELIEF REQUESTED: The applicant is proposing additions and alterations to the single family dwelling requiring a variance for 58.3 feet setback from the bulkhead, where the code requires 75 feet setback from a bulkhead. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application July 7, 2011, 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: v f' Page 2—July 21,2011 ZBA File#6482-Pisani CTM: 1000-126-11-9.1 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are several homes in the neighborhood with similar non-conforming setbacks from the bulkhead; the existing setback of 58.3 feet from the bulkhead to the dwelling will be maintained; and the proposed additions and alterations will not be seen from the street or either side yard property line because of mature evergreen screening on the subject property. i 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The pre-existing location of the dwelling has a non- conforming setback from the bulkhead and therefore any additions or alterations to the waterside of the dwelling will require a variance. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial at 23% relief from the code. However, it is mitigated by the existence of similar setbacks from the bulkhead in the neighborhood and the fact that the proposed additions/alterations to the second floor(noted at 58.3 feet from the bulkhead) are within the existing footprint of the dwelling. 'r 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Per town code all storm-water runoff will be retained on site. 5. Town Law 4267-b(3)(b)(5). The difficulty has been.self-created. However, the dwelling has existed in its current location since prior to zoning. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to the dwelling 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 Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance as applied for, and shown on the site plan and architectural drawings sheets A-1 through A- 6, dated May 17, 2011 prepared by Mark Schwartz-,AIA. 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 given such as extensions, or demolitions which are not shown on the applicant's diagrams or 1 survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or-other feature of the subject property that may violate the j 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 I Vote of the Board: Ayes:Members Weisman(Chairperson), Horning, Goehringer, Dinizio, Schneider. This Resolution was duly adopted 5-0). I � I Leslib Kanes Weisman, Chairperson Approved for filing 12 Z /2011 w t Town of Southold: Erosion? Sedimentation & Storm-Water Run-off . �. ff ASSESSMENT FORM o PROPERTY LOCATION: s.C.T.AL THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A t STORM-W TER,GRADING,DRAINAGE AND EROSION'C NTROL PLAN CERTIFIED BY A DESIGN PROFESSI AL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION TI'EM# / WORK ASSESSMENT . Yes No a. What is the Total Area of the Project Parcels? Will this — _ (include Total Area of all Parcels located within Project Retain All Storm-Watier Runt-Off the Scope of Work for Proposed Construction) 2 Generated by a Two(r)Inch Rainfall on Site? b. What is the Total Area of Land Clew .Mores) f unis-item will include all furi-off Created by site clearing and/or construction activities as well as all and/or Ground Disttirbaitce for the proposed Q00 Site Improvements and the permanent creation of construction activity! impervious surfaces.) PROVIDE BRI 2 Does the Site Plan and/or Survey Show AN Proposed EF PROJECP DFSCRIP ITON tP�ww.Aa�uo�w i Drainage Structures Indicating Size R Location?This Item•shall Include all Proposed Grade Changes and • �w Z Nb ��. Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion A', and sediment control practices that will be used to I .l��J ���Zt_ nir �S` control Site erosion and storm water discharges. This J.SL J item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land'Filling,Grading or � Excavation-where there is a change to the Natural ` Existing Grade Involving more than 200 Cubic Yards V of Material within-any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand — (5,000 S.F.)Square Feet of Ground Surface? '6 Is there a Natural Water Course Running through the / Site? Is this Project within the Trustees jurisdiction ✓ General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or j Submission of a SWPPP is required for all Construction activities involving soil -Beach? El disturbances of one 11)or more acres; including disturbances of less thari one acre that 7 -Will there be Site preparation on Existing Grade Slopes l are part of a larger common plan that will ultimately disturb one or more acres of land; / i - including Construction activities Involving soft disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to the DEC has determined that a SPDES permit Is required for stern water discharges. One Hundred(100')of Horizontal Distance? (SWPFP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water brscharges from Construction activity-Permit No.GP-0-10=001.) Surfaces be Sloped to Direct Storm Water Run Off 1.The SWPPP shag be prepared prior to the submittal of the Nol_The iJ01 shall be into and/or in the direction of a Town right-of-way? ' submitted to the Department prior to the commencement Of construction activity 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,.post-constnktton storm water management practices that will be used and/or Removal of Vegetation.and/or the Constr1JCdori of any / constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-WayV•compliance with the terms and conditions of this pertniL In add hllon•the SWPPP shag or Road Shoulder tdentify.potentfal sources of pollution which may reasonably be expected to affect the Area?t"item writ"or include the irrstAlatlon Of D*A-w2y Aprons.) quality of storm water discharges. . NOTE If Any Answer to Questiops.ods through Nine b Answered with a Check Mark 3.AN SWPPPs that require the post-construction storm water management practice In a Box and the construction site disturbance Is between 8,000•SF.&1 Acre in area, l component shall be prepared by a qualified Design Professional Licensed in New York a StonTMWate,Grading,Drainage A Erosion Control Plan Is Required by the Toxin of f that is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to issuance of Arty Bufi ng Permit, i(NOTE. A Check Mark(.f)ardlor M wer fbr each Question is Required for a Complete Application) S1 AI OF NEW YORK, Notary Public,State of COUNTY OF......SU' O(. New York ..�..�.•.••1�:..............SS QualNified n o. Sutfol8k Cou t Y 17rat I >� ng oc d�✓ f,f being duly sworn,deposes and s ysotha haets�eE iega����di 1�? li . (Nanhe of Individual signing Dokahment) ""' p-pTicant I And that he,/she is the .......... .........................:�d�:.0 (owner.Coritraetorte office`elGj»..........»................................................. Owner and/or representative of the Owner or Owners,and is duly authorized to Perform Or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the"rk will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ........... .. �Q r .•.' = `.. day of Notary Public: .........`....tl .......... ...... . ............ ....... ........................................... ( i lure of Applicant) FORM - 06/10 hO��QF SoUryOl O Town Hall Annex J�L I [ Telephone(631)765-1802 54375 Main Road N ax(631)765- 5Q2 P.O.Box 1179 - G • �Q roger.richertCa�town.soutEio d.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: _ / 0- Company Name: (V Name: / 1 2l _ License No.: Address: 6O)C LlJ U�sn✓�2� o /v Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: j / of f'/S o✓/ *Address': 1 F d Ptz,6,-i/ C /J �5�L IIJ *Cross Street: it,g *Phone No.: Permit No.: Y' / Tax Map District: 1000 Section: )i„_ Block:��_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) vb 5)2 � -la �G2��r���r��.�- (Please Circle All That Apply) It *Is job read for inspection: Ski y P YES / NO Rou h In Final *Do you need a Temp Certificate: YES / NO °' 1� Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 30 \ 350 00 Other *New Service: Re-connect Underground Number of Meters Chat - ervice Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted: r� ( � Date Reviewed: r Applicant: 41 Owner: ��'`�'�"'`— �� " � Architect/rftgint,": Estimated Cost: SCTM# 1000 — r 6 j — Subdivision: Zone: Conforming? Property Address: 7/810 City. -Pre COs? Building Permits (Open/Expired): BP -Z/Go Z- ,Info: BP -Z/C/O Z- ,Info: BP . -Z/C/0 Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- ,Info: Single& Separate Search Required? Y or Determination: ----- STOP,MW44M,&._-R_QN-aF-F. REQ. Lot Size: 'd'� ��� ACT. Lot Size: 37 d /02 REQ. Lot Cov. ACT: Lot''Gov. REQ. Front CT. Front REQ Side ACT. Side REQ. Rear ' PROP. Rear REQ. Height. ACT. Height R E ez, SoTH St DES A c T PrQiect Description: 'Waterfron'<Dor" 1 � � If yes, water body: QW4__ anel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ?LAN S(tf) SIGNED, SEALED OK sirE PI--AIV If yes, *Bed#: *Date: _/_/ *Permit#: Town Septic -N Suffolk County Health: Y-06 - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC Y OX 1V/ Date: / /oo Permit#: -'f7�g oa�oj-OOc?o(o NJ Letter Notes: Southold Trustees6or N- Date: �/ 7/ Permit#: '16 04 or NJ Letter-Notes: 1 GP�NTED _ Southold ZBA: r N - Date: /°11/ f Permit#: -Notes: �g 3 -6�` j 7s , Southold Planning: Y 60 Date: / / Permit#: -Notes: Town Landmark C of A: Y of I. DTE: / / *NYS CODE Compliance(page 2): Y or N CoN_TRA-CTog lt«NSt DISA4BjLirY L-11MI,ITY wokk/YAnis CaMPE/Its�T oy Notes: —_`", ,. s Fee Structure: Calculation: Foundation: SF a'b X $ , `��_$ 0 �s• �° First Floor: I 17f SF + Initial Fee: $ aZo 0 o d9 Second Floor: $ `f O SF +Additional Fee (_i): $ Other: r _SF SF X$ , _$ Total: D SF +Initial Fee: $ +Additional Fee �_): $ C of o FEE 50. 00 AS BUILT FEE TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load:20 Wind Speed; IZOMPH Selsmic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 Yee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:YIN ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREIVIENTS:�WN EGRESS 5.7 S.F.: Y/N t LIGHT 8%: Y/N TENT 4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING-RISER DIAGRAM:0/N LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/_N CERTIFICATION: Y/N ENERGY CALCS:O/N (RESCRECK) 90 f 0 TOTAL COMPI�IENCE? Y/N.(RETURN TO PAGE ONE) „� to Jesas ]K. Mahe by Van Brunt Tandy Corporation by deed.. .. -� weyd in the Suffolk County Clerk's Office in Liber 167$ cp 501; In t seats the southerly side of Peconic Bay Boulevard; running thence from said point of beginning along said” la t men o d land south 21 degrees 15, 4011 east 339 feet to the high;- ter sar of Peconic',Bay; ;thence, in a northeasterly direction along the high water. aaar o , Fe,00nic,i -ay 22 feet, more or less, to the westerly line of lan cc •veered to 'John C. Hinseh by deed recorded in the Office of •t e . Cl e tie Cot} ty of Suffolk- in Liber 2640 op 265; .thence' along the we side of said 'land"now or foi*iderily' 1 of C i Rinsch 20 degrees 441 , 338 feet more or less to the 1 sou 'ie yi'de of Peconic Bay Boulevard; hence along the southerly side of Peconic Bay +Boulevard youA 1:`+d`egrees, 02s 50" west 25- feet to the point of beginning. TOGE with all the4 right, title an,d; interest; of the f p f tie, ,fir: t part of, in and to,the land,lying in .the.bed of ar peo. °io zB J �B�oul' vard, ad jacept,to. said premises• ALSO GETHER with' all the.ri'ght, ,title 'and interest of !,j:, the I ar ty-�Ofi-the, first part of, in and to ithe land lying below_ i hig a er .mark 4f Pe conic Bay, in front, of and adjacent ,to#'said R •. Pre •s :' f StTBJEC q TO easements, covenants and restri,cti_ ons,4 if w o ;recondle �- # ;RESER}T;iLNG 'to the party of the first part, his successors s of th property which he now ownA immediately to the No s s •6m, `th r}d , 1 of, 'f right of way for pedestrian ingress and el I herein, onlyi I& ' to the Peconic Bay. egr "s o and from Peconic Bay Boulevard `-� i ove Pi reel II as set forth herein. '1 F 7 ��pF SO!/ryo Town Hall Annex ~� l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 1 97 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 29, 2012 Edwin & Margaret Pisani 195 Colabaugh Pond Rd Croton on Hudson, NY 10520 Re: 7180 Great Peconic Bay Blvd, Laurel TO WHOM IT MAY CONCERN: The Following Items 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. Final Health Department Approval. (V-Plumbers Solder Certificate.(All permits involving plumbing after 4/1/84) rv( rustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36741 —Addition/Alterations REVISIONS: NO WELLS WITHIN 150P \` pixN /O/ F OF SEPTIC SYSTEM �1JOANSHANNON .—yN DWELLING [PUBLIC WATER] EL- C EL. EL EL 344.32' 18.0' x,� �- 6 4' 10.01 163' N 210 15' 40" W .i 20, •--VV 17 F T — ,•,yW —�/— '— .�W—. —W— —W— —W— `\ �A 0� 1.1 G — — --�W— __W— —W— —{W— —VV STONE . e� .b � DRIVEWAY f ••••••• o�� A EL STONE 19 6' DRIVEWAY Q q, '•j aEnfovE Exam sEvnc svns+f EL :?Ol. .�/^ p •• _ GEASCHD 10.EMENff 20.0' OO •• '^I• SC NEW SriTFM \ n TEST HOLE '� 02 oe i a a in fr EL 2oa' 2 / vmUn PDIP w 2�.a /- c as J`'A EL / 6 o�c �� EX STY. / $ / F OUSE N1 EL 2EL 0.1' OJ�FA%��/. GREAT RE-BUILD 19.6' C D 20.1V /• / 0 QQ STONE P E C O N I C dG 2 I EXISTING ROOF DRIVEWAY EX.1 ,,STY B A Yy f �� FRAMED a - GARAGE LMM fi --- -- I a- -- / _ ------- -------------------- e ---------- ----------------------�---_----- --------- d N RI GHT OF WAY 195, N RIGHT OF WAY \ wF S r E D ,\ 345.76' EL z EL. EL S 20° 44' 00" E 20.7' 6.0' EL 17.2' N/O/F 10.01 JOHN HINSCH A DISAPPROVAL [ DWELLING Z8A FINAL MAP . SITE PLAN PUBLIC WATER] SEE DECISIOtd1� � NO WELLS WITHIN 15d F y 1 SCALE: 0.033" = V of sEPrlc SYSTEM u( SCTM # 1000-126-11-9.1 MEETS AND BOUNDS BY: NATHAN TAFT CORWIN LOCATION: AREA: LOT COVERAGE: REMARKS: LICENSED LAND SURVEYOR �• ! %� LICENSE No.50467 PROPERTY: 37,612 SQ.FT. .0.863 ACRES AREA TO BULKHEAD U } PROPERTY SURVEYED: MARCH 01.2011 l�J f W a EX/STING HOUSE.- f730.0 SQ. T. - � a. CAMERA VIEW EX.HOUSE w/ADDITIONS: 2028.0 SQ.FT. 5.4% [298 SQ.FT.ADDITIONS] A-1 00 i EX/S'nm FRONT PORCH. 77.0 SQ.FT. - EX.PORCH,EXPANDED: 224.0 SQ.FT. 0.6% [147 SQ.FT.ADDITION] DRAWN: MH/MS EXISTING REAR DECK: 390 SQ.FT. 1.1% SCALE: 1"=30' JOB#: May 17,2011 EXISTING GARAGE: 448.4 SQ.FT. 1.2% SHEET NUMBER: S_ TOTAL: 3090.4 SQ.FT. 8.3% REVISIONS: ` • R-11-002/7 HEALTH 04/29111 DEPT. N /O/ F JOAN SHANNON DWELLING �O EL. [PUBLIC WATER] EL. 0' EL. ' $o' �� 6.4' 16.3 N 210 15' 4011 W 344.32 1 •� AlMINIS � EL. �y O s 20.1' 7 i�/� STONE • — DRIVEWAY II �J .L 19. STONE 6' DRIVEWAY I�• �,c� TEST HOLE N3 EL 0 4e. EL. ` 2 V 20.4' 100, a G W— _ _W� -V.9// unuttvoLE 8 ....... ...... ............ OHO ..E�..... LINE �W� /• LCC)l.39 m m.c Ln EX.2 STY. 20.0' ` cL� FRAMED HOUSE W�T90' /• �` EL EL. EL ►W� / •\ Q U P E C O N I C mG — 19.6' 63 W— 20.P —W-49.ST O�j J O 3 WATER LINE EX.1 STY. a BAY �9Q q N0° STONE FRAMED o /-/, •\ DRIVEWAY GARAGE ry j LmuTy 22.2' POLE ---- - 5 -- 5a -------------6------ ------------- -- ,\ Q N y N I• F r. RIGHT OF WAY 19. N RIGHT OF WAY �\ H EL. EL. S 200 44' 00" E 6.0' 0.0' 17:2' 10. N/O/ F E C E LI V E SITE PLAN JO DWELLINGCH 0.4 w [PUBLIC WATER] MAY 3 0 2012 2012 SCALE: 1 = 30 -0 SUFF.CO.HEALTH SERVICES Y... .� ' TEST HOLE a TOWN OF DEFT. LD OFFICE OF WASTEWATER tb'VA7ER I GT. EL. erg . 19.8' bo ® _ �' y -12 6-11 -9. 1 20.4'EL. e� SCTM# 1000 I ID EL.•-- - SEPTIC LOCATION TABLE x a EL. EL EL. DISTANCE FROM DISTANCE FROM .'__ —"- e T'-"�_-^ _- �] 19.6' 20.1' 2 SYMBOL DESCRIPTION LOCATION'A': LOCATION'B•: ��i f::^i a'_••'L1 i i; --W_ _ —W 49 5' ST 1500ga1.SEPTIC TANK 57' 49 ^_ U WATER LINE LP 1 8'dia.X 8'dee ^LEACHING POOL 8a' 79' f'.;yu-'�� ;(;�.,?_ f t f'' "0 0 a EXIfTING LP B'dia.X B'deep LEACHING POOL 99' 92' l=1�;'11ti L7�.�°:.:l•e'ii: r,'T�?""i="TL1 F,.:Ila y,�i' ° U COVEREDRCH EX.1 STY. * W 1DcvANDED STONE FRAMED N t �vF;� AP� R L 3 LO�L H.3,Ra",1�.�:t'�. -�O /�D 1)2- a 00 A DRIVEWAY GARAGE The sewage 4:S[]^Sg9 a d`;2.:'i surPi f i dditiOs zit thi3 loczn;m iia4a.been t` Spaded' -a- se: > ,L ':� (t! .:n icr C: Li?-ed L. :a orm- u: �:t Qi r 0!�C-7.::bZ u_ l Urid to MEETS AND BOUNDS BY: NATHAN TAFT CORWIN wanj zCia;�MAX,; It DRAWN: MH/MS INCENSED LAND SURVEYOR a SCALE: 1/4"=1'-0^ a PARTIAL SITE PLAN LICENSE No.50467 ram. JOB#: blJ ;i�r PROPERTY SURVEYED: MARCH 01,2011 March16,2012 3, ,e'; a z�; SHEETNUMBER: SCALE: 1" = 20'-0' REVISIONS: - •-------------------------------- _ AllTv.� �... t ,t li I I I Ij, •T ti I! I I r vc�Z • I it If I � ! t! �• ' I ,I ,} I l i i 1�- 1L Imo•' ? _i i I I fff j 'I I I1 - WEST ELEVATION w SCALE: 1/8"= 1' w " a � W a Z a - — —-—-—-—-—-—-—-—-—-—-—-—-—-— Q � . -��I-�I-` II -I-;�,- I ,.i��_(Ii;�l�`,'�;:-�'�; I: ',���t---•I-�-�"' � 0..E .I�-4 EXISTING WEST ELEVATION SCALE: 1/8"= 1' I DRAWN: MH/MS SCALE: 1/4'i=l"" ZBA FINAL MAP roe N: SEE DECISION �} May l7,2011 SHEET TN NUMBER: A-2 REVISIONS: — — — —.---.- -- - Ask,�019, I j i IMI ®® = 1T I � k o u i u I 1 I 7, r 1 1 I it a ! ITT bt SOUTH ELEVATION SCALE: 1/8"= 1' � p w �3 0 w Z a p t L7 IJ , Ij -%I I i, i 1 '---�--'-'i i 1-^ 11 i I. f — U w CIS U oc I ! I� ' r EXISTING SOUTH ELEVATION ppp SCALE: 1/8"= 1' -/ DRAWN: MH/MS ZBA FINAL NAP t SCALE: IW=r-o• 10a#SEE DECISION f My 17,2011-Az � SHEE T N UMBER: A—3 REVISIONS: I. - --•----------------------------- •--- I WI N it1 ! _ Q U m I I '° it i .I :,i 1 1 1it U _ I it LLU 1 I q !1 I 11 :I I 1! ! 1 11 11 I I I 111 11i It I l Z z fr{' 0 it 'll I I Ii O F F-1 > a EAST ELEVATION E- SCALE: 1/8"= 1' a w Q W 0 00 o � Q ---------------•--- W I I 1 1 11 1 1 1 I I U W it it '�-•111j T it EXISTING EAST ELEVATION DRAWN: MH/MS SCALE: 1/4"=1'-0" SCALE: 1/8"= 1' JOB 4: ZBq F 1 May 17,2011 SEE DECISIO V SHEETNUMBFR: A-4 REVISIONS: A � EX,DECs 0 (2)2%B MIN.MDR.(VIF) 9.1/2 ML HDR. (2)2X8 MIN.HDR.(VIF) V 7 _ (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXI NG) (EXISTING) (EXISTING) (EXISTING) (DUSTING) A G ^ V LS M L E z o E 19C • O W p p >z < Z GC.TO OPEN AND REVIEW EXISTING BEAM WITH ARCHITECT G.C.TO OPEN AND REVIEW EXISTING BEAMWRH ARCHITECT 6.-0• (EXISTING) •. FtG15i E V� ... .. - 7'PUTE T z ' EXISTING MASTER BEDROOM 0 ra z E EX.LIVING ROOM OEX.DINING ROOM 0 0 m M O F 4'-6'h' T-6• 4'-6'/." O • _ .............. E i n I D H ED m c 11 MASTE u•�L9d m15/ RICH PUTEFWSM MFA _J��13/4X4V9- 0 • D q :; ------------ E z EX.KITCHEN VINIS SMSTAIJS - -- RE-FACE. VA F woln a0w.! X O NEW RAILING 6 BALUSTERS ` (� 8 ...... Lpg�y Ga -- - - H �W. S Q] m T-3'/•' a' 13''S�• ®n g�-0. ^ W 001 3' i Q O E D 00 ENTRY T PLATE MDGHT AW2$1 O __:yam• 4•-0• SISTER 9-1/4 ML O �••_ •��. �i EXISTING 1ST.BOOR PLAN (3)1-3/4Xo-v4 2�/a TE FWSH MEAL F R o -�l TO IXISTING FJ SCALE:0.061•=1' %ISRNL) _______________ . r• 14><3-0.14x641 W ENTRY 30 i :___._________ ____________ 1).PLATE HEIGHT AT F-w(MATCH EXISTINW. •- -•••- ---- -•---• ------ -' I 1 2).EXTERIOR WALLS TO BE FRAMED WRH 2%6 DF125TUDS AT I6'D.C. A 11 ■ I' 2N0.FLOOR WALL I 3).EXTERIOR SHEATHING TO BE I/1'THICK flit CD%PLYLVOOD. F] 11 ■ 11 REPLACE EXISTING BASEMEN DOOR $ T" CATHEDRAL I AB� WITH BILCOTYPE-K NON-DRAINAGE I ' ) I C 4).MATCH SHINGLE SIDING(w/UNDERIAYMEPMAND STAIN TO EX•STOOP CEILING I I ■ 1 FLUSH DOOR^FRAMED OUT MATCH HOUSE.PROVIDE EXTERIOR TRIM AS SHOWN ON ELEVATIONS. O y FII ■ it WINDOW AND DOOR TRIM TO BE BUILT-UP0.U4EDGIBEADCASING Q z OL E COVERED PORCH i "° w/BASE CAP. 1i..'..J BXBOS 11 ■ it 5/4X6TIMBERTECH UTHFDRAI I F�1 U W POST I 5).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE (3)2X10 DFA2 ADER 2K16pF1}Hfi.�Di3l� (3)2XI0 DF/2 HEADER CEIUNG i - BLOCKING AT 8'.ry O.C.AND MIDSPAN. • TT�1 6).PROVIDE 3-2X10 DF92 HEADERS OVER ALL OPENINGS UNLESS 0 j I 1 121 rl ' R OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS gcli I i , ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR u] ? I ` MICROIAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2-X 1/4' rA p,• g'_4• gt1%• 14'-6" I THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN •rl C� / I PUCE WRH PLATES AND BOLTS TO STEEL BEAMS /•1 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PREJSURE UPGRADES WHERE l� TU13046-3 APPLICABLE.PROVIDE DEBR4PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING EXISTING LIVING SPACE: 1706.0 SQ.FT. A) 7'-1'/." T-1'/." 1),INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT RIB PROPOSED ADDITIONS: 322.0 SQ.FT. 14'-21/." AND 2%4 WALLS AT R13. 9).INSULATE CEILINGS WITH R301NSUTATION. EXISTING REAR DECK 410.0 SQ.FT. (NO CHANGE) S 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2'SHEET ROCK EXISTING STOOP: 75.0 SQ.FT. (TO REMAIN) E PROJECT NORTH 1ST. FLOOR PLAN NEW BATHROOMS TOBE MOISTURE RESISTANT SHEETROCK 2RAWl•1: MH/MS Il).PROVIDE SMOKE AND Co DETECTORS PE0.CODE. SCALE: I/4"=1'-O" PROPOSED NEW PORCH: 146.0 SQ.FT. SCALE: 1/8I= 11 JOB A: May 17,2011 I SHEETNUMBER: ZBA FINAL MAP i �_� SEE DECISION 6, M g REVISIONS: BAN, Idea d� IF O OABOVE T W305].DH-DH P5652-T W305] C TO )1.3/{J(14I L HDR. 5/4X4 MAHOGANY DECKING OVER ACQ SLEEPERS.PITCHED ? 1/8':1'-0 AWAY FROM BLDG. INIT USLEEPERS OVER EPDM 63/4'AC EXTERIOR SHEATHING. EPDM TO RUN UP SIDE WALLS Fr T���y 24'.PROTECT WALL INTERSECTIONS. C, Jl1SLl DECK SHARPINTERSFCTIONS ANDPERIMETERS c Z 4 WITH LEAD-COATED COPER OVER EPDM INSTALL AS PER MFGRS-INSTRUCTIONS.PROVIDE 4-PVC DRAINS TO CONNECT TO � oVERIFY DOOR SWINC VETUFYDOORSWING AND REMOTE DRYWELLS(TYPICAL)WITHROOFS ' HEIGHT WITH ROOF SOFFIT n ____________________ --------------------- - ____________________!__!___ (EXISTING) (EXISTING) (EXISTING) : ------------------ (EXISTING) (EXISTING) (EXISTING) r G � EDRAL EX.SITTING AREA n^s, CEILING EXPANDED _- EXISTING BEDROOM EXISTING BEDROOM No.3 ......... . . FR—T gamua= .. H� T" O CATHEDRAL CATHEDRAL QCEILING CEILING b _ ------ -- ---'--------------------- o HALF 88 48 0-4 0-1 2�8- BATH No.2 CATHEDRAL f3)]% DFI]HO (3)2XB DFI2 M NwGQ3 iIL LU CEILING `L+ AW41 I AN 41 1).PUTE HflGM AT B'-0'. 2X6 WAIL 2).EXTERIOR WALLS TO BE FRAMED WRH 2%6 DFl]STUDS AT IFO.C.. EXISTING 2ND.FLOOR PLAN - ------------'m 374 /2WLH -DV-- ------ 3).EXTERIOR SMUTHINGTO BE i/Y THICK FIR COX PLYWOOD, i.......................i SCALE 0.053•=1' TV13D462 4).PROVIDE 3-2%8 DF.7 HEADERS OVER ALL OPENINGS UNLESS B i OVL3 OABOVE OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 6'-2" 6'-2- 7'$I' 6--0' ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 13•_g�^ W-4' 13'$% 5).ALL EXTERIOR OPENINGSTO HAVE DESIGN PRESSURE UPGRADES WHERE Q APPLICABLE.PROVIDE DEBRPPROTECTION PANELS WITH FASTENING A HAROwARE UNLESS OPENINGS HAVE IMPACT GLAZING. V/ 43'-10' 6),INSUUTEALLEXTERIORANDIMERIORWAM.2X6WALLSATRI9 P� W EXISTING BATHROOMS AND 2X4 WALLS AT R13. r TOBEREMOVED O Q 7).INSULATE CEILINGSVVID 0.30I HAI'AIRSPACE CATHEDRAL �J SECTIOINGAN INSU ED WRH,APROVID I-WT THICK 0.00E SHUTHINGAND IROM DION.ALSO PROVIDEI-U2O HOU FOAM Fj,i U INSUUTION 1'-0'FROM E%TFRIO0.WALL PUTT INTO HOUSE ON ACATHEDRAL ROOF PARTS. �- EXISTING LIVING SPACE: 1026.O SQ.FT. 8).ALL WAILS AND CEILINGS TO BE PROVIDED WITH In-SHIFT ROCK U BATH ROOMS TO BE MOISTURE RESISTANT SHEET ROCK cd cn PROPOSED ADDITIONS: 310.0 SQ.FT. 9).PROVIDE SMOKE AND Co DETECTORS PER CODE. p" EXISTING DECK 173.0 SQ.FT. (REMOVED) a 00 PROPOSED NEW DECKS: 233.0 SQ.FT. PROJECT NORTH 2ND. FLOOR PLAN SCALE: 1/8"= 1' DRAWN: MH/MS SCALE: 114!4"=1'-0" JOB#: ZBA FINAL MAP ! May 17,2011 SEE DECISION SHEETNUMBER: �� (- A-6 ro SURVEY OF PROPERTY SI T UA TE 207 LAUREL 41 TOWN OF SOUTHOLD ,r SUFFOLK COUNTY, NEW YORK �O GAP 0 X� �� x207 S.C. TAX No. 1 000- 126- 1 1 -9. 1 SCALE 1 "=20' X/ MARCH 1 , 201 1 COO 207 \ a 0� NOVEMBER 26, 2011 FOUNDATION LOCATION J�� / / \ AREA = 37,612 sq. ft. Q\o��� (TO BULKHEAD) 0.863 C1C. CA 00 / \ /�(/ X X 20.8 \ I x '0 O� 21.a 0� 1 X 20.8 �5 Y 2 I 2 X 19.7EC T 7. ° \ x2a.5 �s \ � 21.2 OED c' 4 WZ " \ \ X20.9 X Noon 8 7 \ \ 01. \ \ \ ? \ \ X 208 x20.5 r 19 \\ \ \ X 20.8 \ X �\\ X \ zo 4 'J A 7 18.7 X 20.4 X 20.8 c_ IX 21.0Aze- \ \ \ p Q o13 / 2 !L 20., z 72 \ OG \ X \ X� 7 \ \ X 20.3 �� x 182 18.9XI Zp t 20.4 \ X20.4 FRRPGE 24?� X 199 zo 35 ' 1 .9 \ X 19.6 20 1 Go RpN \ P 19.5 x X 19.7 �Z 10, ___X20.0 so o \ X 19.5 20.OX F9 c.... G Q�_CONC. \ X 19.6 O COVER Z un '° X 79.5 pPROFN 19.3 CE LR C) o .<� ' x \ \ FO I v� 20.1 GATE Z Z F ON�R W OR p \OC E N RPNpE RppeR\CK SN°W N 50 \ 3 N V� FFE' 19.5x CO 20.1 FpV 19.5 �5F. h0 19.2 \ 9.2 yam:.. P°� p 6 \ E / 7 20.2 1 ao 18.0 �04 ... 1\1 NOTES: I �. 02� \\ � \ \ X �/ 19. 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:50 19.0 s� 6.4 EXISTING CONTOUR LINES ARE SHOWN THUS: - -5- F.FL. - FIRST FLOOR x' 19.4 W 00� / C fig, ss2o 0), p �FL. _ GARAGE BULKHEAD SEEP X F 2� �P BB - BOTTOM OF BULKHEAD J 0 TC - TOP OF CURB BC - BOTTOM OF CURB `L 19.3 11.7 \X19.3 X19.4 / X6.9 6.0 \ / 18.7 PREPARED IN ACCORDANCE WITH THE MINIMUM X 19.1 / 4/ STANDARDS FOR TLj(fi��+SPUOYS AS O`ANDESTABLISHEDBY 19..3 // 11 / X 6.5 \, FOR TSUCH US f84 t P FV VATE LAND x �• H EWE TITLE ASSOCIQT N A 0J� / OQO -Z.0 •A,, h` 1.;3•Z / 18.4 t� � X !y0 X/ 67 LAND N.Y.S. Lic. No. 50467 18.9 / �PQ UNAUTHORIZED ALTERATION OR ADDITION Q A� Nathan Taft Corwin II' SE THIS SURVEY IS A VIOLATION OF VA SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR �� EMBOSSED SEAL SHALL NOT BE CONSIDERED p 9 6/ 6 TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN 5 / 2.0 Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY / /1 Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE 14 TITLE COMPANY, GOVERNMENTAL AGENCY AND C0 Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND �1 / �xOPaF. TO THE ASSIGNEES OF THE LENDING INSTI- / PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. // 0��^�. �O OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 6 00 �o REVISIONS: MEETS AND BOUNDS BY: NATHAN TAFT CORWIN LICENSED LAND SURVEYOR LICENSE No. 50467 PROPERTY SURVEYED: MARCH 01,2011 SCT 1000-12 6-1 -9 . 1 N 0 F JOAN SHANNON DWELLING EL. [PUBLIC WATER] EL. EL. 0.101 EL. 34432' 18.0' 6.4' 16.3' N 210 15' 40" W . EL. 20 177' Y - w- -w - - D.W.),,, Z-p STONE �,I I g STONE DRIVEWAY EL. 19.6' DRIVEWAY REMOVE EXIM SEPTIC SYSTEM EL. 7z, 00 20.5 in PER SCHD lQUIREMENTS 20.0' INST NEW SYSTEM C., 0 V i `,:. „+ 11 0 16.4',,`,, -- -, - TEST HOLE A < 10.01 �A Ro A z C C) 1.2' 20.4' UTILrY POLE EL. LILCO�(Jo.39 O 20.0' c� Exlsnt4G� XEX. 9Y. E STY cm DECk FR D 0611U S E o C) EL. 20.1' GREAT EL. EL. 20.4' RE-BUILD 19.6' P E C 0 N I C EXISTING ROOF STONE DRIVEWAY EX.I STY.. FRAMED NB A Y 15.8' GARAGE o br UTILrrY ----------------_-- D.W 22.2' POLE T 77 N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - op 77�77 7717' 7 EL. RIGHT OF WAY 19.5' r4 RIGHT OF WAY As EL. EL. S 200 44' 00" E 345.76' EL. 6.0' EL. 17.2' 20.7 10.01 N / 0F >- JOHN IHINSCH DWELLING U w [PUBLIC WATER] ct 00 ROOF AREA:2300 SQ. FT. AT 100%WATER RUNOFF:384 CU. FT. AOm% F 0% HAY BALES AND SILT FENCING TO BE MAINTAINED blT LAN- PROVIDE(2)8'DIA. X 6'DEEP DRYWELLS DURING ENTIRE DURATION OF PROJECT SCALE: l" 20'-01 TOTAL DRYWELLS CAPACITY:507CU. FT. 2"X2"STAKES 2'IN THE GROUND aj WIRE TIE 1� 0 BALES BUTTED TIGHTLY TOGETHER ci .2 �4 ELECTRICAL 0 1. INSPECTION nC-OUIRED 9� E PLUMBING PLUMBING WASTE 0 ALL PLUME ES NEED 6 2 &WATER LIN RETAIN STORM WATER RUNOFF STING BEFORE COVERING Ln U TESTING ER 236 cn PURSUANT TO CHAPTER -;; LOCATION: AREA: LOT COVERAGE: REMARKS: OF THE TOWN CODE. X PROPERTY: 37,612 SQ. FT. 0.863 ACRES AREA TO BULKHEAD Pl-614SER CER TIFICA TION LV.D COVTENT BEFORE 4/ CE R TIFICA TE OF OCCUPANCY APPROVED AS NOTED EXISTIN6 HOUSE- 7730.0 SQ. FT SOLDER USED IN wA TER DATE'1 0-7-11 B.p.# 3 �7ql -SUPPLY SYSTEM CANNOT FA 1005,60 BY EX. HOUSE w/ ADDITIONS: 2028.0 SQ. FT. 5.4% [298 SQ. FT. ADDITIONS] EXCEED 2110 OF I% L EA D, NOTIFY BUILDING DEPARTMENT AT u STRAW BALE AND SILT FENCE 765-180:2 8 A N E NI TO 4 PM FOR THE 0 En FOLLOVNING ISPCTIONS: 1. FOUINDATION-TWO REQUIRED EXISTING FRONT PORCH 77 0 S(2 FT FOR POURED CONCRETE 2. ROUGH-FRAMING,PLIJIMBING, OCCUPANCY OR STRAPPING,ELECTRICAL&CAULKING m " EX. PORCHI, EXPANDED: 224.0 SQ. FT. 0.6% [147 SQ. FT. ADDITION] 1 INSULATION ® USE IS UNLAWFUL 4. FINAL-CONSTRUCTION&ELECTRICAL --I FLW i�> WITHOUT CERTIFICATE ALLvONISTROOKIMOT niE u SILT STOP REOU IREMENTS OF THE CODES OF NEW POST EXISTING REAR DECK: 390 SQ. FT. 1.1% OF OCCUPANCY yORK STATE. NOT FESIPOINSIBLE FOR �n4 DMIGNORCM�ITIIOINI ERRORS. BACKFILL EXISTING GARAGE: 448.4 SQ. FT. 1.2% CONIPLY WITH ALL CODES OF �4 A, NA71VE NEW YORK STATE & TOWN CODES 6 v"" s SOIL TOTAL: 3090.4 SQ. FT. 8.3% AS REQUIRED AND CONDITIONS OF T� . RECOMMENDED SOUTHOLD TOM ZBA TOE-IN DRAWN: mn ms SOUTHOLD TOWN PLANNING BOARD SCALE: V 20' JOB#: PRE-ASSEMBLED SILT FENCE Vo" SOUTHOLD?OWN TRUSTEES September 20,2011 N.Y.S.DEC SHEET NUMBER: PAINTER ITO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL AL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFAC:TURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETPOCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: STORMWATER MANAGEMENT R.EQUIREMENTS WHERE APPLICABLE 2"X2"STAKES STANDARD AND SPECIFICATION FOR STRAW BALE DIKE TIN THE GROUND WIRE TIE DEFINITION: DEFINITION: BALES BUTTED A TEMPORARY BARRIER OF STRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER OF GEOTEXTILE FABRIC(FILTER CLOTH) USED TIGHTLY TOGETHER INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS NOTE: OF DISTURBED SOILS. OF DISTURBED SOIL. SILT FENCE IS PREFERRED,IF SIGNIFICANT GRADE EXISTS,STRAW BALES MAY BE PURPOSE: PURPOSE' REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE SILT FENCE. ,Y THE PURPOSE OF A BALE DIKE IS TO REDUCE RUNOFF VELOCITY AND THE PURPOSE OF A SILT FENCE IS TO REDUCE RUNOFF VELOCITY AN .{ • EFFECT DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD.STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD.LIMITS IMPOSED BALE DYKES HAVE AN ESTIMATED DESIGN LIFE OF THREE (3)MONTHS. BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM WATER CONDITIONS WHERE PRACTICE APPLIES: PERIOD THE SILT FENCE MAY BE USED. THE STRAW BALE DIKE IS USED WHERE: CONDITIONS WHERE PRACTICE APPLIES: 1).NO OTHER PRACTICE IS FEASIBLE. A SILT FENCE MAY BE USED SUBJECT TO THE FOLLOWING CONDITIONS: 1).MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO 2).THERE IS NO CONCENTRATION OF WATER IN A CHANNEL OR A SILT FENCE ARE: Dn 43 OTHER DRAINAGE WAY ABOVE THE BARRIER. SLOPE MAXIMUM SLOPE O STEEPNESS: LENGTH(FT.) z 3). EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION. 2:1 50 �•{ 4).LENGTH OF SLOPE ABOVE THE STRAW BALE DOES NOT EXCEED 3:1 75 THESE LIMITS: CONSTRUCTION PERCENT SLOPE LENGTH 4:1 125 SLOPE SLOPE (ft.) 5:1 175 2:1 50 25 FLATTER THAN 5:1 200 W PRE-ASSEMBLED STRAW BALE AND SILT tT FENCE C E 2-1/2:1 40 50 Z).MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE Q SILT FENCE 3:1 33 75 SHALL NOT EXCEED 1/2 ACRE PER 100 FEET OF FENCE;AND a 3-1/2:1 30 100 3). EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION:AND c) 4:1 25 125 4).THERE 1S NO CONCENTRATION Of WATER(LOWING TO THE BARRIER. z WHERE SLOPE GRADIENT CHANGES THROUGH THE DRAINAGE AREA, CRITERIA FOR SILT FENCE MATERIALS �U ADJACENT - ADJACENT STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING PROPERTY TYPICAL RESIDENTIAL PROPERTY FLOW TO THE STRAW BALE DIKE. 1).SILT FENCE FABRIC:THE FABRIC SHALL MEET THE FOLLOWING O HOUSE FOOTPRINT SPECIFICATIONS UNLESS OTHERWISE APPROVED BY THE SILT STOP THE PRACTICE MAY ALSO BE USED FOR A SINGLE FAMILY LOT IF THE APPROPIATE EROSION AND SEDIMENT CONTROL PLAN APPROVAL H Cn SLOPE IS LESS THAN 15 PERCENT.THE CONTRIBUTING DRAINAGE AUTHORITY.SUCH APPROVAL SHALL NOT CONSTITUTE STATEWIDE ^ O POST • r lY AREA IN THIS INSTANCE SHALL BE LESS THAN ONE ACRE AND THE ACCEPTANCE.STATEWIDE ACCEPTABILITY SHALL DEPEND ON IN LENGTH OF SLOPE ABOVE THE DIKE SHALL BE LESS THAN 200 FEET. FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS. F--� BACKFILL MINIMUM FABRIC PROPERTIES ACCEPTABLE TEST METHOD VALUE GRAB TENSILE 90 ASTM D1682 STRENGTH(Ibs.) NATIVE If \� ,1/; ELONGATION AT 50 ASTM D1682 SOIL FAILURE(%) RECOMMENDED STRENGTH(PSI)MULLEN BURST 190 ASTM D37$6 PROPERTY LINE EVENLY SPREAD STRAW TOE-IN PUNCTURE STRENGTH(Ibs.) 40 ASTM D751 FROM APPROXIMATELY FULL WIDTH OFR/W PRE-ASSEMBLED SILT FENCE SLURRY FLOW RATE 0.3 (USUALLY 15') (gal/min/sQ Q,� US 5T.SIEVE EQUIVALENT OPENING SIZE 40-80 CW-00215 r—+ UULTRAVIOLETRADIATION q Q STABILITY(%) 90 ASTM G 26 M a 2).FENCE POSTS(FOR FABRICATED UNITS):THE LENGTH SHALL BE A �•J„� U CURS t GUTTER MINIMUM OF 36 INCHES LONG.WOOD POSTS WILL BE OF SOUND O QUALITY HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA �,••j OF 3.0 SQUARE INCHES.STEEL POSTS WILL BE STANDARD T AND CCj u a CITY STREET OF SECTION WEIGHING NOT LESS THAN 1.00 PUND PER LINEAL FOOT. Ef] w T-4 3),WIRE FENCE(FOR FABRICATED UNITS):WIRE FENCING SHALL BE A p�q MINIMUM 14-1/2 GAUGE WITH A MAXIMUM 6 IN.MESH OPENING, OR AS APPROVED. STRAW B DIKE DETAILS SILT FENCE DETAILS 4).PREFABRICATED UNITS:ENVIROFENCE OR APPROVED EQUAL MAY BE USED IN LIEU OF ABOVE METHOD PROVIDING THE UNIT IS INSTALLED PER DETAILS SHOWN. BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR SPACING OF POSTS FILTER CILOTH:FILTER X. TO BE 6-10 FEET APART MIRAFI 100X IN CONTOUR 2"X2"STAKE 1-1/2-TIN GROUND. DRIVE STAKES FLUSH WITH BALES. SPFPPOINKA EQUAL. I I OR APPPROVED EQUAL. 1 �(( 1. SET STAKES 2. EXCAVATE A 4" X 4" TRENCH UPSCALE DRAINAGE AREA NO MORE THAN 1/4 AC.PER rr ALONG THE LINE OF STAKES. 100 FETT OF STRAW BALE DIKE FOR SLOPES j;{r- .�jrTh cm+�LESS THAN 25%. p 1, n il, .-iir;{�:::,iA;h X ^ v O um 4''MIN. 3 r `''rp {r 1 u J ;',' c+i '. r;#gi t"7,r �t�, u$ 0 su t �li,{ii; _ it1{l' rl, rYi O `;.� �- qrP l t PROPERLY INSTALLED STRAW BALE I`�r 'Itx i`� 1#i{1ti1 �" �±N. t' hx ;} -r \ •/ �� y t!j v (Cross-Section) fi �i 00 2'MIN. 1 } y r FOR ADDITIONAL STRENGTH FILTER FABRIC CAN BE ATTACHED TO A 6 INCH(MAX.)MESH v c�j �n 4" :.,. WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS.(14 1/2 GA.6"MAX.MESH OPENING) 4., m U r 1. Excavate the Trench 2. PLACE AND STAKE STRAW BALES. BACKFILLED'TRENCH 3. STAPLE FILTER MATERIAL TO STAKES 4, BACKFILL AND COMPACT w ) \® AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL. \� ANGLE FIRST STAKE TOWARD / w PREVIOUSLY LAID BALE ATTACHING TWO SILT FENCES u WEDGE LOOSE STRAW FILTER FABRIC MATERIAL SECURELY C) 4" BETWEEN BALES. FASTENED TO THE POSTS OR IF USEDF\off THE WIRE MESH Li SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) PLACE THE END �• N APPROXIMATELY 6 INCHES POST OF THE OF FILTER FABRIC MATERIAL SECOND FENCE BALES MUST BE TIGHTLY CONSTRUCTION SPECIFICATIONS: MUST EXTEND INTO A INSIDE THE END ABUTTING WITH NO GAPS. TRENCH AND BE ANCHORED FPOST IRST OF THEFENCE + 1).BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE WITH COMPACTED BACKFILL CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING MATERIAL. U THE ADJACENT BALES. > u1j VJ \ ROTATE BOTH POSTS CONSTRUCTION SPECIFICATIONS: 9 �® 2).EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF POSTS:STEEL EITHER AT LEAST 180 p� C ! (4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. "T"OR"U"TYPE OR DEGREES IN 1).WOVEN WIRE FENCE TO BE FASTENED SECURELY TO Q� \�j® 2"X2"HARDWOOD -- A CLOCKWISE A 3 MAX. A FENCE POSTS WITH WIRE TIES OR STAPLES. �r 3).BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO RUNOFF DIRECTION TO \® STAKES OR RE-BARS DRIVEN THROUGH THE SALE.THE FIRST CREATE A TIGHT BSEAL WITH THE 2).FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY FABRIC MATERIAL WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER.STAKES AND MID SECTION. SHALL BE DRIVEN FLUSH WITH THE BALE. DIRECTION OF RUNOFF WATERS 3).WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH �,••-✓�'��'"'"` -. -s• '`� 4).INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 16 INCHES OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES ;,�;:A`��r' + S. BE MADE PROMPTLY AS NEEDED, (MIN.) + DRIVE BOTH POSTS FLOW AND FOLDED. APPROXIMATE I I ( ABOUT 10 INCHES 5).BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4"X 4"TRENCH INTO THE GROUND 4),MAINTENANCE SHALL BE PREFORMED AS NEEDED AND S J POINTS A SHOULD BE HIGHER THAN POINT B MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THE � +"+, DRAWN: MH(MS 3. BACKFILL AND COMPACT THE USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR AND BURY FLAP ",, .�} "y DRAINAGE INSTALLATION f * SCALE: 1"=20' DRAINAGE. SILT FENCE. rr + ' EXCAVATED SOIL, ! �. F-' ;r JOB #:(FRONT ELEVATION) �1 : :' y* ,;k: September 20,2011 ��' ,4> ;.��. ,,; `•�, SHEET NUMBER: PAINTER TO FPRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS S MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: M:s u� -- ______ L._L.?=j -1 . T- - -r 1T�_L1�1m =- II i f LTI_ - - ---- -- - � I 1.1 � 1 _ _ 1, �_ I �_ 1 r _�IY._1 Ii i ( L tJ ::v_� T I - 1. I 1 TC ( T_- i i l -'= = ! r L�_ �� - - h 1 I I1L 1 _- _ '� rJ ' ►--, U0 N i 1� I I { -.-_•1-• _ 1 _` 1. _-.1 1_I — y�.. ;.. _ J.._� Ti L�_`—Y_ _ � O 1-11 L_'. _ L l_ j`_l. ,� L_L. _ [ J.YI --) �I- -L.-_L,1 1. `-, ' I r L. 1.__1 L_.1_....� LLU -I _ Lt - ��r TZ 1 _ L ' �[T ( _ l _ L_.G_ > _ ill_ .l__ -T- -�- -�— GO �r 1 -r _zs�- !r T-1i_._�_ .7771) EXISTING NORTH ELEVATION SCALE: 1/8"= 1' NORT H ELEVATION SCALE: 1/4" = 1' a� Q � a Ual o 00 ii•�l.__.__)1. N - 44 _.- - �._____.-- r _ — - - _.•dam_—,____,- ,. - - - _ , ar� era [ : LO01 .� N OWE _-_--__.. - _________�n__ 6� ----- _�_m--- ��--- - - ---- 00 r i W DTI_. l CN .--------------- ---- --- - - - 7 f I- L .1Yil- I I - _L _1 I Imo. - _ T- C T1_. _ 1 �_ _? � i_ T C. _ _ -I. _ iZ _ 1 _ T - �1 I �T_ EXISTING WEST ELEVATION W EST ELEVATION SCALE: 1/8"= 1' �, SCALE: 1/4" — 1' Is° �. '4 DRAWN: MH/MS SCALE: 1/4"=1'-0" actJOB#' September 08,2011 TF SHEET NUMBER: PAINTER TO IPRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE CCJMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUJRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PFRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: Tj q11 T CPO 4 - m.a i I 1 T` -- H _ 1 f =R _ _ i I � r I rr_ —�S - 1_ i_J _ -T l t� �_L c z . . { : I A ±J- 7� >_ , T r �1 � � :I _ 4 1, EXISTING SOUTH ELEVATION SOUTH ELEVATION SCALE: 1/8"= 1' SCALE: 1/4" = 1' as � a � as O ¢ � � a z � '~ o 00 - - - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — -=-F - - - - u. s rq m 4 G o all 1 T l�_— ,l L_i� ---•---- ....—__,..___ �q cam' m o _ ."L �.. _T .0 r -5 n li- - _ . _ T._i.TCI __� Ln U u _------------------- - 1 T 1Z 1� r T_i_ . I r 1-7 - _L lifill 11T11 lift I ZEA LEU3 - - _r.� r_- _� _r . _. � - •I- -: - -� --- 1_�,1-,�-_� _1_�_ � -,L- ,.� _� __ _. .....- �- -�C-- � :: , r I_ I _ _Llry� _ - _T �_ Z. L 1 EXISTING EAST ELEVATION SCALE: 1/8" = 1' EAST ELEVATION SCALE: 1/4" — 1' N• r, ; DRAWN: MH/MS SCALE: 1/4"=V-0„ M JOB#: ;.t,}r, September 08,2011 $ SHEET NUMBER: PAINTER T©PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACITURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT I PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: __- _.....--------------....-..-_-----_^--^ r---------------------------------------------- I 1 1 1 ---••-- --- ---------- EX. DECK I I ' w I I 1 I z I 1 ic:� Q z o O EX. CRAWL SPACE = z it t� �•-i 1 Q 8xi6 VENT LLI r , #5 REBAR @12"OC& + FOOTING(TYP.) ; v � r r _ o roc r r� a 4 z FURNACE ° ✓' O ,yl 2xg DF#q F1 aien" Q O ' a -GC TO VERIFY CONDITION OF GC TO VERIFY CONDITION OF V ° '��".•� � EXISTING FOUNDATION FOR EXISTING FOUNDATION FOR ¢ ?��•1 (� ¢, NEW POST ABOVE.REPLACE NEW POST ABOVE.REPLACE 69-1/2" v v r U WATER HEATER OR REBUILD AS REQUIRED OR REBUILD AS REQUIRED WALL x o W HEIGHT M CRAWL SPACE -o a" EX.(3)2X10 GIRDER EX.(3)2X10 GIRDER _ -- EX. 2X10 GIRDER -- W o p ° °- =°_ _-' ° °�_-_- c==°=°=-,'c_=O- ----_==----=__= =°="O VERIFY ADDITION LOCATION ° 00 ---- -_---- =_--------- --- ----- - - - -- ---__ P-•, TO CENTER OFF 2ND.FLOOR > cV ' 69-1/2" ° N EX.ROOF � WALL 00 HEIGHT UP ' 121Z-1�4,M - 314"STEEL PLATE. ' EX. CRAWL SPACE FLUSH BEAM ° r r r v , r , AIR i D i IIAND R ' ' r ' � r r r r FQ171 ° D l cci r M �N} _ _ 200amp SERVICE _ _ m M O IL #5 REBAR @12"OC& ° x v M a: FOOTING(TYPJ , o , O � ; 2v tL v a v 4 v��.-v a WELL -------- ------- -- _--__----- - W a4 - 9'-0" � FOR c 0 REVIEW WINDOWS w/O E ° 1 N-, EXISTING STEEL DOOR TO BE REMOVED. ,Oil O FRAME OUT FOR NEW BILCO.VERIFY REPLACING/CLOSIN ()FF ---_ __---• W x STEP RISE PRIOR TO CONSTRUCTION. _-,i 'TANI 36X24 ACCESS OPENING i- --- 017�1 Ln U c?) Q lilt1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION o ch „ L lilt , +, r #5 REBA4R(Ja 12"OC& #5 REBAR @12"OC& TO MATCH EXISTING.EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED Lu ' ' oc"" FOOTII\VG('IYP.) FOOTING YP. ; D tV wnn ' w Illr r R ) ^ WITH A BITUMINOUS COATING. "ICIW •.=:Ilfrl: ^' Dun • r +o u ""o 0"" a Im ' '0 Z 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS G III[oC �jnu V tilt r A , r r a"'t a"" • r TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON EX. STOOP ""CY UNDISTURBED SOIL(MINIMUM 3000#CAPACITY), lilt Unti V tilt 4 ro InIQ @16"OC mInl @16"OC gun lilt n„ till Inl X N till N Ilrr N ' ' i- "t 3).FOUNDATION SLAB TO BE 2"THICK MINIMUM.NEW COLUMN TO BE BLOCKED IIII�y -fill 1111 z z •— nn- crlu nn w CRAWL SPACE I :w � OUT AND ISOLATED FROM THE REST OF THE SLAB, cA nn� lilt -fill > > N •--Im-^• •--Inr->4 -iui 1 ,,,, 1 1 lilt is is 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES ' ' ' °q ; ;°' ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR H - ------- ,__"" _a__�'��QN�•�'1E�--_u. "" --------------i_-n"__i v D FIBERGLASS SILL GASKET. U _ w/24X24X12 CONC.FTG. @ 0 5).PROVIDE 5/B"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/i P-0"OF CORNERS, O 3'BELOW GRADE INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A a MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO 6'-5" 6'-9'/" 6-9'/2" 10 It- v BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. a ° N - D D .0 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 14'-2'/" U s � E PROJECT NORTH FOUNDATIO'N' PION N SCALE:: 1/4" = V .;_ �y, °• .x F. `i DRAWN: MH/MS jPt' SCALE: 1/4"=1'-0" JOB#: September 08,2011 �s ` A�s SHEET NUMBER: �eW c PAINTER TO PPRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COIMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: B � A e. EX.DECK (2)2X8 MIN.HDR. (VIF) 1P. (2)9-1/2 ML HDR. (2)2X8 MIN.HDR.(VIF) (EXISTING) (EXISTING) (EXISTING) , (EXISTING) (EX[ N6) (EXISTING) , (EXISTING) (EXISTING) (EXISTING) wl Im z ' z ' x cd W W � z � W w p � I a a ' °' w co8'0"CLG. L w Q x d le 8-0"CLG. z LL ° c� . x u H MI I � z M t x { , — — — — — — — — — — — — — — — — — — :[I _ _ — -_-----_----------------------------- G.C.TO OPEN AND REVIEW EXISTING BEAM WITH ARCHITECT G.C.TO OPEN AND REVIEW EXISTING BEAM WITH ARCHITECT ^"1 h--�i 9'-0" (EXISTING) 1 1 z ' 1 1 TPLATEH T EXISTING MASTER BEDROOM �N ' cc EX.DIMNG ROOM EX.LIVING ROOM IX CLG. i `;� 41-61/211 3'-911 4'-6'/411 vie Vic r, VZ C�_. - < N rco c >< a w (EXISTING) CL v + r W10X68 STEEL BEAM(OR(2)W8X58s) ' N I t O - - . . -1._ . _ . .-� . .___ . �. . ._ . 1 1d � � -N MASTER _ _ ( 3 3/_4X9-1/4 _ (2)5/8�ELJ� P I�T>_FLUSH)iEADER_ !;� BATH 1 i 1 1 ' ' _- _'-- ---- - ��..•.yy v < o p 1 i 1 1 1 1 1 1 I i I � lV Q N t 1 1 1 1 up: ct \ I I i Q 1 1 1 1 6 4''�" _ W a 1 1 D 1 1 1 i I 1 I 1 1 1 1 l N 1 1 1 t I 1 ,� --.•-- f i--' 1 N 1 1 1 --- PROVI RAIN PAN ~ •qqq~ O 1 -_ - UNDER SHER(FYP.) 'd' ^ 00 z EX. KITCHEN REFACE,FINISH E .SIRS ---• _ ADD VALUTE AS SHO 2 G NEW RAILING&BALUSTERS = w ----'- ----- --- - -----, 1 Q ( o HALL ; ; luj LAU DRY V r, 1 - W r�l N =O i- _ 1 3 It3- I ! y 1 1 1 ti If I f 1 $ 11 1�1 ROOM x 7-3/ 1 5-6,/z 13-5/. v 0 0 . 1 1 1 1 1 'UI L(7 (� ENTRY 2'-4" 3'-0" z - - 00 _--____ d 7'PLATE HEIGHT W I I I I 11 .F.1 I 1 1 I F --i` 4'-611 cri 1 I i 1 I 1 L 1 1 , , , , - (3}1-3/4X9-1/4 M' 1�/ j� „Li ._P..6TE FLUSH HEA ER,- 1 11 O 1 1 p p SISTER 7-1/4 ML I 1 (� _�/4 - 9-0 rn T 2 TO EXISTING FJ 11 XISTING) ' ' (2)1- Xll-7/8 M1 HD .I 1 f l -----' — - ------ - --- 1).PLATE HEIGHT AT 9'-0" MATCH EXISTING). w 1.4x3-0x1-4x6-8 LH ENTRY OVL2 30) ___ `-_ ___ ( ) -----"" ---'-- j 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. �r----- 5-9/8 3-3 -- �+ II I i 2ND.FLOOR WALL {N DEN % 3).EXTERIOR SHEATHING TO BE 11V THICK FIR COX PLYWOOD. tr] ' 1 \ I I II I I REPLACE EXISTING BASEMENT DOOR ii7 rn TV -a `Ln � CD + CATHEDRAL I II n, 4).MATCH SHINGLE SIDING (w/UNDERLAYMENT)AND STAIN TO to U m +� Bill WITH BILCO TYPE-K NON-DRAINAGE CEILING I I \o rn o EX.STOOP I II I FLUSH DOOR,FRAMED OUT USE T&G ROOF BDS. .- MATCH HOUSE.PROVIDE EXTERIOR TRIM AS SHOWN ON ELEVATIONS. ei+ ;° t U) i \ I i AS SHEATHING __ % ' WINDOW AND DOOR TRIM TO BE BUILT-UP 4-1/4 EDGEBEAD CASING � v n REPLACE EX.COLUMNS �►" 1- N v I II I COVERED PORCH t C - - �- w AND ROOF STRUCTURE I I N I /� w/BASE CAP. 8X8 i II I 5/06 TIMBERTECH ' POST _ _ _ _ CATHEDRAL 5).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE I I (3)2X10 DF#2 ADER 2XIG-DF#2-HEADER-J� � (3)2X10 DF#2 HEADER � ��1 � CEILING BLOCKING AT 8'-0"O.C.AND MIDSPAN. p B ---~ - ---- O 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS O OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ------------------- ---------- ----- - 5 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR W ' 8'-4" $'-1Ya" 14'-6" (OD MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/4" E.., ---- - THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN It3}= �a 1 f ACE =_ PLACE WITH PLATES AND BOLTS TO STEEL BEAMS 10'-911 21'-2'/4" U 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 0 TW3046.3 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING to EXISTING LIVING SPACE: 1706.0 SQ. FT. A 71-1%" 71-1%" HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 10 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS,2X6 WALLS AT R19 PROPOSED ADDITIONS: 322.0 SQ. FT. 14'-23/." 01 AND 2X4 WALLS AT R13. EXISTING REAR DECK: 410.0 SQ. FT. (NO CHANGE) 9}.INSULATE CEILINGS WITH R30 INSULATION. S 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. oil EXISTING STOOP: 75.0 SQ. FT. (TO REMAIN) E PRO)EC�T NORTH RTH 1ST. FLOOR PLAN NEW BATHROOMS TO BE MOISTURE RESISTANT SHEETROCK. V 11).PROVIDE SMOKE AND Co DETECTORS PER CODE. PROPOSED NEW PORCH: 148.0 SQ. FT. N SCALE: 1/4" = 1' xc., �,.': `►, L'` DRAWN: MII/MS , y .�,;x.,� ;;,� ► SCALE: 1/4"=V-0" JOB#: September 08,2011 SHEET NUMBER: w."" �J•sv -4 gx, PAINTER TO I PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS r`•,,.-, MANUFACTUJRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 151-0" 16 011 151-011 81-0" Ir 81-01, OVL30 0 ABOVE O H TW3052-DHP5652-"IW3052 (3)1-3/4X14 ML HDR. 5/04 MAHOGANY DECKING OVER ACQ SLEEPERS,PITCHED 1/8";1'-0"AWAY FROM BLDG. m 1 i r INSTALL SLEEPERS OVER EPDM &3/4"AC EXTERIOR SHEATHING. 1 Q+ 1 1 h--i ! ' EPDM TO RUN UP SIDE WALLS F- DECK ' DECK 24".PROTECT WALL INTERSECTIONS, c < SHARP INTERSECTIONS AND PERIMETERS C Zz WITH LEAD-COATED COPER OVER EPDM. w INSTALL AS PER MFGRS.INSTRUCTIONS. r1 1 , O 1 1 PROVIDE 4"PVC DRAINS TO CONNECT TO Q VERIFY DOOR SWING AND 1 1 VERIFY DOOR SWING AND HEIGHT WITH ROOF SOFFIT HEIGHT WITH ROOF SOFFIT REMOTE DRYWELLS(TYPICAL) N =-------- ---- _'_ ' - --- ---- o (EXISTING) (EXISTING) (EXISTING) ; (EXISTING) (EXISTING) (EXISTING) 1 , i CATHEDRAL EX. SITTING AREAS n CEILING i ; EXPANDED 1 1 EXISTING BEDROOM No. 1 ' 1 12X6 FALSE RAFTFRtS 1 1 1 1 I I 1 1 EXISTING BEDROOM No. 3 1 1 c 1 1 4.7 I I I 4'--; KT.HT., / I 1 InT.HT. 1 I I ' CATHEDRAL ; ; ; CATHEDRAL ^ CEILING CEILING u ►-a 1 1 1 1 _ - - ----- ------------ 6'-31/11 2' /z' _ Aa 1 , 1 1 - - - - - - - - - - ? -------------------- - - - ---- - z 1 1 1 1 I -, � 1 1 -� d- --------------- --------------------------------------------- ----------------------- I I I i l l 1 1 1 1 w ■� I I 1 1 1 1 1 1 1 1 1 I ID 1 1 , 1 1 1 , 1 1 ^ p 2'-8" 2'-7" 2'-5" 5'-911 o X6 FALSE RAFTERSw 00 2'-6" . i ,.------------ ----,------- 7_ I � � o HALF 1 WALL N NEW BED. ObM No. 2 ` BATH No. 1 I `� BATH No. 2 Cr', ip / \ \\ Ile 1 / \ 1(3)2X8 DF#2 HDR. a CATHEDRAL I ; I ' CEILING ' (3)2X8 DF#2 HDR. AW41 ( A 41 1).PLATE HEIGHT AT 8'-0". a 2X6 WALL Q --L 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. o m ~? 13)7I 3/4X9-/2-ME HDR." - -- - ' 1 10 !�u 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. © � o B TW3046-2 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS Z �+ A y'r OVL30 0 ABOVE OTHERWISE NOTED,ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS � ' 61-Ol/z" 71-911 81-211 8'-2" 7'-8�/�" 6'-0" ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR '94 m .`v 10 MICROLAM HEADERS. G 13'-9'/z" 16'-4" 13'-8'/z 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBR1-PROTECTION PANELS WITH FASTENING U cl) th 43'-10" HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING..49 00 a a 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 CA W EXISTING BATHROQOMS AND 2X4 WALLS AT R13. p TO BE REMOVECD 7).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON A ''y CATHEDRAL ROOF PARTS. W EXISTING LIVING SPACE: 1026.0 SQ. FT. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. BATH ROOMS TO BE MOISTURE RESISTANT SHEET ROCK. u U PROPOSED ADDITIONS; 310.0 SQ. FT. 9).PROVIDE SMOKE AND Co DETECTORS PER CODE. EXISTING DECK: 173.0 SQ. FT. (REMOVED) S FLOOR PLAN N PROPOSED NEW DECKS: 233.0 SQ. FT. E PROJECT NORTH 2ND. N SCALE: 1/4" = 1' . ¢ v DRAWN: MH/MS Via,, •� {. .j'�},. 0 SCALE: 1/4"=1'-0" JOB#: k. September 08,2011 SHEET NUMBER: 1 PAINTER TCD PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-s MANUFACTFURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT I PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: STORM WATER MANAGEMENT DETAILS N.T.S. ROOF AREA: 2300 SQ. FT. AT 100% WATER RUNOFF: 384 CU. FT. PROVIDE (2) 8' DIA. X 6' DEEP DRYWELLS Roos CEILING JOIST TGTAL DRYWELLS CAPACITY: 507CU. FT. 1/2 RND.GUTTER 1X4 TRIM BOARD OPEN(RAFTER TAIL 12"OVER HANG tX6 fREIZE BOARD GUTTERS DOWNSPOUTS DRAIN PIPE OVER 1X4 GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE A r^h''i'> SIDING TO MATCH (INCH) @ 1/16"SLOPE @ 11/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 1/9"SLOPE GPM 1/4"SLOPE GPM `°f EXISTING 3 340 480 2 1088 46 3 1644 68 2320 96 O ' 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 w�r� 5 1250 1760 3 3220 134 5 6680 278 9440 392 • 6 1920 2720 4 6920 1 288 16 10700 1 444 I5100 628 z ROOF SOFFIT W � ------ -- -- - -.-___ -- --- _ __ __ _.. ____..._ _. . _ _ _ SCALE. 1 -1/2" = 1 I -- -- ----- _ -.--- -.------- ------------ - ; I , ' I 12 V) O L�1) Lu 01 --------- ---- 1 Q O OGEE GUTTER - STANDARD 5" N t i , 11 NOTES: 1). EXECUTION: u_ I I U. A). DO NOIT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. c ozc x x 2), PREPARATIION: v ` 1 A), CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ; ; x 2X10 '" �p��0 ; ! F B). PREPAIRE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR EXISTING w ; ; 12 x La, ce ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. =- a �,1��` ; ; Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. l 3. INSTALLATI[ON: I 0 Q A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. CRICKET REVIEW ROOF MATCH UP WITH 1). GUTTER TO BE PITCHED TOWARDS LEADER 1" I�TO 2 FOR EVERY 40 OF RUN. EXISTING AND NEW CATHEDRAL , I I � + . . I ----- - - w/ARCHITECT PRIOR TO CONSTRUCTION 2). SHEEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.a). COPPER/LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND A",CCESSORIES. ; __ _ _ __.. _-_ __ ----_.1-3/hX11-718 ML RIDGE ct V B). A\LUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 1-3/4X11-7/8 ML RIDGE ; W CONNECTORS. " -------, 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CD, � ' 11 , I 00 CONINECTION WATERTIGHT. 4). PROTECTION: -- - - - --- T-- - ------------ I , I A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ` - ; 1 B).TOUCHa-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ' 1 1 ' 1 ' I i i zc COMPLLETION, 1 II II 11 J ------ ----- -----ir ---- -- -- ---------- -- ----- _'__ -' _ 9 t; 4 , XI i------ -- ' I � ILI a II `-------' I I x L1J i ' i l I ' �� I LI II ' i , ! W ' I 12 1 I O ---- ----- - ------------------ uG ..y W 12 R v n, , , ___._..___........._ I_.. � X O t _ GENERAL ;,- `-- -- ------ ----- - -- -- ----- - -I -- `� DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A ' i + Vx• ; ' ' ' "� W V Ili SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL t6 Q1 + -4 FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE m O 00 \ SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. 1 1 i i + ; + ' 60 r-4 U 0 DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION ' ; --'- + ; ' ' ' 1 ' ' O ' 1 C O WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL ; j .------.---._---___. ..__ _,__ ___.__.__ ____.___, .______. ' ; { c��� ; a5 Lu SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION.ORDINANCE,OR OTHER __ ___ _ _ ___ LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. + _ - - ` THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH ll + 1 U M WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY + ; ; ` ' + � •� DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: O W FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY ' G CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. + ; 12 U ! � W + PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE ' , ; v CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS , V �_� 0 , �- , FROM COMPACTING THE SUBGRADE SO1L5,DURING DRY WELL CONSTRUCTION, 4 PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION , I Ua I {•�� + 1 AND SEDIMENT CONTAMINATION,ALL EXCAVATION SHOULD BE PERFORMED WITH THE 1 ' "AV + 1 LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD ' __ ' ' /�'2X10 D " ' BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL - --- --- TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, ``' - '"" � `` -- -"' - � '- _ _ -''' "'' "' -' ' DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED,THIS I ' 12 V E DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,70 CORDON i OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT + ; � v , O � AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, ; I USE OF THE DRY WELL AS A SEDIMENT BASIN 1S STRONGLY DISCOURAGED.WHERE UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF , ; ' I U) 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND N DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS � k"� A STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND DRY WELLS TO BE 10' MIN. SEDIMENT AWAY FROM THE DRY WELL,THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 1 EXISTING MAIN ROOF TO REMAIN.CUT BACK SHEATHING FOR NEW 7 . AWAY FROM HOUSE STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE ROOF PLAN ) RAFTERS TO BE SECURED TO WALL PLATE.REMOVE ROOF SECTIONS ) ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS (,) COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. WITH ROOF AND SIDE WALLS(TYPICAL). U) PRETREATMENT: M i AS NECESSARY FOR CATHEDRAL AREAS, AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE SCALE: 1/M 11 1' 8),DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING f~ FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF 2).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 'Q 00 RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE O O ORGANIC MATTER AND.DURING SITE CONSTRUCTION.SEDIMENT AND DEBRIS. ® 4 THEREFORE•ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH S 3).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA,GALVINIZED WORK DAY,COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER LAG SCREWS WITH WASHERS AT EACH RAFTER. COMPLETE. PRACTICAL TO MINIMIZE THE AMOUNT Of SEDIMENT AND OTHER PARTICULATES PROJECT N 0 RT H THAT CAN ENTER THE DRY WELL. E 4).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT N 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 6).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ fa ti 4:12 OR LESS ROOF PITCH USE ICE 6,WATER BARRIER UNDERLAYMENT. �ays«k�•,��:� �� �. °� �•'��.� DRAWN: MH/MS 1;. t. E7• .,it: SCALE: 1/4"=V-0" JOB#: September 08,2011 0 ° a r.'. SHEET NUMBER: PAINTER )PRIME AN PAINT DOOR T A ER TO D ALL D O EDGES O MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE CCOMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL RESPONSIBLE F R s BEO ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT FPRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING.AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 4" 12 q,/ ® / ® T4• ® 1 — •-i1' rO�. 1-3/4X11-7/8 f I ML RIDGE (2)1-3/4X11.7/8 ML RIDGE r Itilr I � � Iti ,� I � (2)1-3/4XII-7/8 ML RIDGE 2X8 DF#2 16"OC �lO STAINLESS STEEL OR GALVANIZED wy ( { I r ( I FOR CATHEDRA ORAL 3 1-3/4X9-1/2 FALSE RAFTERS 2X10 DF#2 �� WOOD 5O2CWSW! I f f RR10 6FOC ( )WASHERS 12"o.c. I I ` i @ RR @ 16"OC ( I I I 12 ML VALLEY APPEARANCE ML VALLEY 1/2'APA RATED SHEATHING GRADE PLYWOOD zo E3 ® ®® 1313 11 (ALTERNATTVIVE'7/16.0 S.B.) I ( I 1 // 1/2"APA RATED SHEATHING I f I f I GRADE PLYWOOD (ALTERNATIVIVE:7/16"OS.B.) O 00 410 STAINLE55 STEEL ' I �t I/ ' OR GALVAN12ED ` ` WOOD SCREWS W/ 11 / WASHERS Q 12'D.C. i� r �li 1 r i �j PATCH -- wnNDawsLu w NEW FLOOR SUBfLOOR _ ( TYPICAL WINDOW OPENING 2kg 1 ' 314"SUBFLOOR - ' j DF#: R-'-_:x - _ �1X4 TRIM f i i (LESS THAN 4'OXS'0"OPENING) 2X10 DF#2 FJ @16"OC EXISTING FLOOR JOISTS SISTER 9-1/4 ML TO EX.F1 AT CANTILEVER _ ceawc.L_ _ R�_ pC " GUTTER) s z SOLID BLOCKING I I 1 r j �� I - -- - -- '--- -- - - - O - 1 - EXISTING CEILING---ow (3)1-3/4X9-1/4 ML w/ SOLID BLOCKING > 99-L TYPICAL DOOR OPENING 04 (2)5/8"STEEL PLATES OVER EXISTING 1 (3)2X10 DF#2 1 l H (LESS THAN 4'-0X8'•0"OPENING) G.C.TO REVIEW FLUSH BEAM WALL(TYPICAL) ;j HEADER(BOX IN)- ;'� OPEN TAILU ,.._-r.I. .-'---_-,-_L I_ l t_� TL. �- RAFTER 1. EXISTING BEAM t _]_ O U WITH ARCHITECT ®® i TE-_ T. I L i �„i/ H IN FIELD(OPEN UP) -1 T 24"OC 4" AT I 1 8X8 POST-~--,- _ CO I r I I I ( J I r I r ( 7-F- OLID BLOCKING BETWE N � JOISTS UNDER POSTS I f � EXISTING EXISTING FLOOR JOISTS µ- -_ �_�,,` _� - _ ` _ - o ,� � TOP�F 2X8 ACQ DJ @16"OCRCH i O (( EXISTING GIRDER ►� ® ( ( ! f ! r tl (3)2X8 ACQGIRDER E--� H- ----,._.--_-;__ L---- L _-,---�._- --1- - ;-•---1- --,-- - ,• 8„CON(. EXISTING EXISTING �w �- �� �- - _EXISTING. •, T ^^ W 71 I�T _ _. I �( PIER I O T__i 1� �EXtST1NG� - EXISTING COLUMN- ---------------- d -------- S ' �. 1.__, L�- (GC TO VERIFYIf_ . ._�-�__ _TB KOWALL-( -_�� --------------- ..•o;b ' -----------� - - - - II !— �� 3/4"APA PLvw000 .: NOTE. _ _ EX.FOOTING UNDER _ 1 _ , Z 1 I- S _ �_ _EXISTING CRAWL SPACES WITH -- I-- � SHEATHING _i T T 1 1 r 24"X24"XI2" I I I J DIRT FLOOR-POUR 2"THICK ,, �� _ I 1__.___J��--1y---y �_._ ^�- - ^ 1 1. SLAB OVER(TYPICAL) T`- CONC.FTG. EXISTING I I 1 f I � I I • b. •. I ♦. ♦ b. ♦ b. ♦. ♦ ♦• 2X4 DF#2 // STUDS �111(1 _ f i I f , SECTION A—A l ` J H ( I I I I OR GALVANIZE STEEL SCALE: 1/4"1 J r OR OD SCREWS 1 WOOD SCREWS W/ rr�� WASHERS 12"O.C. V l OMULTIPLE PLYWOOD ASSEMBLIES M 2.2x•4 DE#2 STUDS CONNECTED U R GETHE IZED B STAINLESS STEEL OR GALVINI2ED BOLTS WY WASHERS TYPICAL MULTIPLE NOPENINGS (MORE THAN 4'-0X8'-0"OPENING) O � •p�.1 I3-I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL a AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1l AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 1-3/4Xi i-7/8 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE,ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE, ML RIDGE ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS,SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. -- HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �- r- __ ------- --�- -- - - ---- --- -_ __._.._.__. .._..-.__ 2X6 COLLAR TIE 48"OC T- 16 V _SISTER NEW RRs_. TO EXISTING �--^ F TO REMAIN ROO X6 F#2 CJ 1 "OC �- X M o v_ T ° ,-� O � v ° � ® ® `SISTER NEW STUDS 'Cf z I� �Tb-EXISTING WALL ce " ' ' - m rt u o G , 3"0 ROOF VENT 3"9 ROOF VENT 3"0 ROOF VENT ` - - - u IT HIGH L 1_ 7 - -- - - '�: "m = v 00 RAILING3 3 __ L.. EXISTING F TO BE REMOVED 2 _ T1_ _TT.� ._(( ( _ � AS REQUIRED � -.-XB.DFX2 1 1/4 1 1/4 T T z 1 . .. _ 1114 1112 1112 1114 I ` 1 RlZ --- e LAv. LAV. _ 5 4 DECKING EXISTING FLOOR SYSTEM _)BUILD WALL W.C. W.C. 2X AC TAPERED DJ 1 "OC - - - - $H ER SHO ER OR ATH OR ATH '"UP AS REQ. 2X6 DF#2 12"OC � EPDM w/FLASHING --•_1 OVER 3/4"EXTERIOR (3)2X1 �(�T GRADE SHEATHING - - GIRDERi 2 2 C.O. 3 1 1l4 1 1/4 3 �C.O. L. IL L�l Z I va t!J TY1I1 n ] 0 1 1J4 1 1/4 1 112 1 112 1 114 1114 SINK LAV. W.0 W.C. LAV. I .A l ' L_. ... 8X8 F.A.f. rr D.W. W.M. SHO ER �k' 1_ POST OR ATH 2 1 1/4 3 1 1/2 2 1 114 r EXISTIING BECK 52X DACKIS EEOPERS f r c.o. c.o. 3 3 C. EXISTING FLOOR SYSTEM 1 --j _1T - - - - 3 V 3 3 0 Q 6XIST1141�,ST4 .4 - - - - U) ----- EXISTING EXISTING . • . x 4 CRAWL SPACE I i ( ' 94 _ _ J_ L-- �. _ _ _. _ x(T1N_ __\\ ] T ^' CR WLS ACE ' Q 4"G.I.�'7 TO APROVED �L �._�. --�--- SLOPE"1/4"PER FOOT PITCH TO DRAIN House SEPTIC SYSTEM TRAP A ' PLUMBING SCHEMATIC I , 1 � l"a p. •7 . N.T.S. I so, r •-- ------------------------------• r DRAWN: MH/MS "�r:''" `C5 'e SCALE: 1/4"'=1'-0,� SECTION B—B v ;s JOB#: . SCALE: 1/4" — V-0" �. Septe ETbcr U2011 — �;r��+ ' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE(COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL lease OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACITURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: ""'M LIANO""" E N NOTES A HEM%G FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE LS WINDQNX AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, x. WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. -are. lhsersl-,on 4.4.1 .. ..... check Sollxv RES 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. -- i pualiInce ire 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANISION FOAM, OR FOAM BACKER ROD AND CAULK. FIBER LASS G C 0 C 3 ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, A ALL RETURN: WINDOW AND DOOR WITH DRYW SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-DKPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME FRAMING: AND VOID THE WARRANTY. PLUMBING AND ELECTRIC SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Erterff coder-, 2010 ff-mv Y arklEn ergy C on s e mab on SEALING PENETRATIONS:: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. CanstrvcUo�? Cods BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Suft-611r, County. fievir York Cunstve- ll r Tps: DID I or 2 Fam-filly RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): GI=1713 Ar-E-3 Fkr0P_lTt;m_: I RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Hea."t" -, C) EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. r p e E Wr s: CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. .9 5750 INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Cl I ff 13te 117-1ma 4 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST, FLOOR DECK: " Ov lA DpSj �Z4 ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Cons1rudim Sa: mergz_�mnt ',XaCtGr BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. PI SAN I H,OV SE SERVICE WATER HEATIN(G: EXTERIOR OPENING HEADERS: MD PECONIC EAY 5.0ULEVARD P.O.' 'Box S­Z-3 IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER LAUREL,, NY CtrWhap=F NY I I RZ3 5 FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. 631 1 73 4- 18 5 MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATIN(G HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48' O.C. AND AS NEEDED FOR NAILERS, IN DIAMETER. CIRCULAT'ION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 777777777777 TUB/SHOWER UNITS ONI EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. Coir arme: 131% B E tb r 111,.z.ni Cods El=T LM,UA: 183, YmrUk 10 PROVIDE ADEQUATE AIR', BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: a r%Blftl f ibe"A,__ftv P."C042 1-%Sv te,m'AHI h *ram ttm h'=bt h L- V.-t4'j emit' fteet, # SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. ll:Doet wr **i ej eftepy I"&&_-e te tt-%v�L- HEATING,VENTILATION AND AIR-CONDITIONING (HVAC) 7 t7 a 41 ,.,-7, EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. �tZ;A I C)k4t 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WIN DWASHING. __ji v, q�: HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ---------- ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL pao�e 322 21.0 0.0 14 r 1. s=o O aMINIMUM EFFICIENCY S7rANDARDS. ct U ATTACHED GARAGE: 1.' ]Atl� Framis', IF ox. 633 19.0 0.0 33 w HVAC CONTROLS: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Ivilli-ami 1: VV3W FranisMoLd-l'a Parmrtli Lvr�F_ ;812 25 CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE CEILING WITH ADHESIVE. 00 CONTROLS MUST INCLU DE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM 202MM, FrMCI, 16-0.C. 748 19.0 0.0 37 (FOR HEATING) AND/OR', 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL PIPE AND DUCTS. z 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. , 43 OZ30 13 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY 96 30 LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. W"ll"am'T 37.'.VODd Frz Pam v;`th Lmv;-�E SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO Cia-19M 1-- Rat Ce"71rrig cir:SVssar'-arjS-E, 168 0.0 5 PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR 142 13.0.0 G.0 5 USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN r-4 VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: N C0r,1;7F&%,we Stafe!r.�erz 7re pruposeed w"ing dm-gcn aesianw I nZM [S Car.:_'jrS bpfft Wt.t I 1,U"�j e JjL P•?a� S' nml ais, a r,a a nrw- GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. C' p 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE a3l dam, 041115- vjkm fte 9, v?lib b-p- pem an't.a p 1!-,m U cn. The p mfpased tu!Ti g.`h an teen Ve,stqnefl D rri�eet the 2D I D N!a rf Y dil Ert=-Tgy C ms s 7,, rei fxal'� DUCTS AND PIPES: d to CDmpq -ft ty-31 mutlemry --.t-.n DUCT AND PIPE INSULAITION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. CallevefTT re rrp-n.ts,'h R ES ctp-ck%ye Mai .4 A.1 y� 'w� h P" I g ac UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. ch sa.n st 16 � W., - 4 R-VALUE LABELS ON THE: OUTSIDE JACKET (ECCCNYS 102.5.3). C, KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNICONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO U MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. Ln U (p 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. Nam Tris SLIrttune Date IF HEATING DUCTS ARE IINSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-14 RIGID INSULATION (BETWEEN DUCT AND EXTERIOR SHEATHING. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: INSUYVA'&V TE. DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS. NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. cn MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOP, DUCT U INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING 0 SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL to WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: U THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE IS A GAS RANGIE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATIION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. VENTILATION RATES. CATHEDRAL CEILINGS: pq;Ect d2mte.- KITCHEN EXHAUST FANSS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. Gablp 17,len=e: UrittegIrA INTERMITTENT OF 25 CFFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE page 1 cri'' t 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. T S DRAWN: MH MS E GE 50 CEM INTERMIMEENT 02 90 CEM CONITINI 0 1 A N41miml im VENTII ATICDNI RA SCALE: 1/4"=1'-0" JOB#: September 08,2011 SHEET NUMBER: yik PAINTER TO FPPIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL. DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • RAFTER WALL STUD ENDWALL ° CRIPPLE STUD p BOTTOM PLATE p RIDGE LEDGER • BATHTUB HEADER ; DOUBLE JOIST SIDEWA�LL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND, ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE hh�� HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O WALL STUD low THROUGH-ROOF EXHAUST a �r VENTS SELECTED AND METAL STRAP LOCATED B Y CONTRACTOR �G • W H CRICKET AT TOP-SIDE OF W VENTILATION CHANNEL 1 O CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U VENTILATION O� SIDEWALL FLASHING WOOD JOIST FOUNDATION - - TOP PLATE FINISH WALL AND MOISTURE BLOCKING • --- 2x4 LEDGER BLOCKING Z STRIPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH LISP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER lo THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER M-1 INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT Fny 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� , J RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD F--•I ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCROPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga.. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16"' LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga.. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL g pp ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME Q, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING r�1+ SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT o Q WOOD JOIST a ^� z TOP PLATE GIRDER/HEADER Ct a SIDE WALL FLASHING (/] W WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC .ry AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD oQo FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM D D PROVIDE HEMMED EDGES SO RAFTERS t RAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTICH APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR; OVER RIDGE TO INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX, 1/2" HIGHER THAN LVL HEADERS AIR PASSAGE 8" - 116" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS Old ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHiOR PLATES TO EACH STUD DBL. SILL PLATE I o TERMITE SHIELD SUB FLOOR N U SILL GASKET S co + o WOOD JOIST, CONC. SLAB ' NEOPRENE _�� Cl can r, 7 y TYP, CONC. FOUMIDATION GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATEas rn ro 0 C A 6 MIL. POLY :c a DAMPPROOF EXTERIOR V a I BOLTED TO STEEL BEAM WITH O r N 6MIL POLY ON EXTERIOR 1. GRANULAR FILL r ' .` PZ 1•Q � 1/2 ' DIA. BOLTS C� 48" o.c. STAG, w r V STEEL COLUMN Tl� , ' M y L o ° 00 ROOF JACK �� � � „ „ STEEL BEAM A v `•` o �r GONG. SLAB ^ c,� , o e 1. . X 4r< < `� 4" x 1/4" x 8" STEEL `� v �' COMPACT FILL , � e ROOFING LAPS �. I TOP AND BOTTOM PLATE rn U _ v V ° ° FLASHING AT KEYWAY FOOTING o /� �.^ `I d SIDES AND TOP WI H 1/2 x 6 ANCHOR BOLT � r e GONG. FTG. p Q p G o' . N s~ v ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT o W R r� ^ ^ (USP LB PS58 OR B P583) , � REINFORCING BAR I�� STEEL COLUMN DRAIN TILE '� # ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT 1 I I 3" � �' SUPPO)RTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STiORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC UD SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U) U) SUBFLOOR 'd GONG. SLAB ( DOOR FRAME 01 6X6 10/10 WWM GARAGE JOIST H COMPACT FILL DOOR Q USE FOR BxOCKOUT STEEL BEAM I ` 4" SLAB W/ 6X6 WMM I SLOPE P.T. PLATE .�, 1 0 ` ° °. 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIRS ACE x .Q'. AT END AND g• " �0 " ° ° A , :e •° o ° TO BE APROXLIN�2PLOREHGHERDTHDAN �y ES OF WOOD o , • ° STEEL BEAM TO ALLOW FOR SI-iRINKAGE Q G AME ° n ---n'-"-"-�c--.r'- , e ' �� •' BEAMS - o .e G ° O e • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �1 • r7 ,�1,'t1 A' 6X6 W.W.M. ..� _Q_ : _ Q 'ry'" Q `� �' ° D �� II- I ,11 I ° ° o ° 4 _ 'n �'e `►.'p ^'r e �""\NOTCH BEAM FOR MU[DSILL IF REQUIRED -- MAXIMUM -u ' ° ° .• o II _) M�I ; ;, o o NOTCH EQUALS 1 4 DEEPTH OF BEAM 1 D o e �L�� �SUBFLOOR �� d r e REINFORCING BAR - o' / e e o • DRAIN TILE I,�---�I �► Z` ,� REINFORCING BAR o•s I I s. a ;,. a OI�T �1 ° s• SHEET METAL 30 FELT UNDER BEAM AT POINT L• n ° s / #� STEEL BEAM 12 OF CONTACT WITH CONCRETE OR GONG. BLOCK �_ii 1 ii_1 1_lil 11 PLATE (BOLTED TO BEAM) : 'Y^ �P '` .ryM b�"$ ° SHIMS TO LEVEL BEANVI ' Af r,., TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " ' ' w i; $`fr ' .' �Ar REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. + "c. _alpl 3" MINIMUM BEARING SURFACE FOR WOOD BEAM '�; 3 .r y, DRAWN: MHlMS GARAGE DOOR BLOCKOUT „_ ,- ,^N SCALE: 1/4 p„ BEAM POCKET s `'.••. �n �. JOB#: September 08,2011 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-9 MANUFACTIURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT FPRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WI ND �TlCONSTRUCTIONDRA\VINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS T 4' DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC &GEOGRAPHIC DESIGN CRITERIA •. • GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER • SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERL.AYMENT HAZARDS RIDGE • HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED • 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE z_ �i RAFTER JACK STUDS M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 16"O(C WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER I DESCRIPTION APPLICA71ON LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. STAIIR RAILING O ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga, SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. ~ Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"Ion 1.1/2"SPACE g anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"04"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall W W HIANDRA{LS RAFTER be 3 ft. below grade. E•—� 4). Deck joists to have blocking at 8'0 o.c.. F-•-i Z RAFTER 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing U and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers U POST and nuts at 16"o.c. TOP PLATE 6). Concrete piers shall be a minimum 6"above grade. Z Z • TOP PLATE O O BALUSTERS 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored F—•� U ' RIM/DECK JOIST to girder(s). WALL STUD WALL STUD 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. OPEN BALUSTER ATTACHED TO WALL11�j P, _*'�11 o �ical g• 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDR/AIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. ALL HANDRAILS SH/ALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLIICATION zvOF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTERZ TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL(DIMENSION, OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIWALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD F SHEATHING: EACH RAFTER NAIL NAIL JOINT DESCRIPTION QTY SPACING NOTES STRUCTURAL PANEL gd AS PER TABLE 3.8 WFCM-SBC 4"MAX. Q 4"DIA.MAXIMUM � �✓ GIRDER/HEADER GIRDER/HEADERROOF FRAMING: Q Q ° e""� JOINT DESCRIPTION NAIL NAIL NOTES F-1 JOIST POST/COLUMN ° QTY. SPACING U ° RAFTER TO 8'WALL: 3-8d COMMONEACH •r--1 o ° TOP PLATE 10'WALL:4-8d COMMO RAFTER TOENAIL O `O POST/COLUMN CEILING JOIST 8'WALL• 3-8d COMMON EACH CC3 U a TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE NAIL En �W GIRDER/HEADER CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACETO RAFTER WFCM-SBC END NAIL DECK/POR(CH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLW TO EACH COLUMN BLOCKING 2- 8d COMMON EACH TOE LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLW TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLW TO EACH COLUMN RIM BOARD EACH END JOIST TO GIRDER/HEADERI RTIO ITYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL 0 N � al U) ~ N 0 STU WALL FRAMING: Sn, m o BEARING PLATE `D GIRDER JOINT DESCRIPTION NAIL NAIL NOTES � QTY. SPACING z e cn • TOP PLATE TO PER ° 2-16d COMMONFACE INA1L TOP PLATE FOOT ,moo, ° WOOD JOIST .` TOP PLATES AT JOINTS FACE 4 '� o • 4-16d COMMO •� INTERSECTIONS EA. SIDE NAIL to u `'' +' 5 t LEDGER ) I I •.�; STUD TO 2 16d COMMO 24" FACE Ln U m ? ° GIRDER/HEADER I I CONCRETE PIER �. STUD O.C. NAIL �t � cn 00 WOOD JOIST ..•,•«" HEADER TO 16"O.C. FACE N o WOOD JOIST �, HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOt, PER 2x4 STUD END '�.` • PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL DOUBLE 2?x BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUNA) FLOOR JOIST. BAND JOIST, 2-16d COMMOls FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH END JOIST OR BLOCKING I FOR HEADEER HEADER/GIRDER-TO POST CONNECTION W LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS 16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. t OR BEAMI F+ @ I LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE, SET FIR JOISTS APROX. ]/4"HIGHER THAN LVL HEADERS I Q TO ALLOW FOR SHRINKAGE. RODREQU RED I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE V FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE O U) DECK FRAMING: FLASHING TUCKED UNDER � 11 JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE EN-+ PIECE OF SIDING BELOW THREADED FROD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL Q BRIDGING EACH TOE 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST 2-8d COMMON END NAIL CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOE WOOD JOIST MINIMUM 2-$d COMMON END DISTANCE TO JOIST END NAIL BLOCKING BLOCKING TO: 3 -16d COMMONEACH TOE x SILL OR TOP PLATE BLOCK NAIL FLOOR FRAMING : o ...- - MtINIM NI '� A LEDGER TO BEAM EACH FACE 3 16d COMMONJOIST NAIL 2x JOISTS '• o 'o a ENC� NICE �� � �; CONCRETE FOOTING " JOIST ON LEDGER PER TOE WOOD GIRDER ' ' TO BEAM 3 -8d COMMONJOIST NAIL • . (A v (A BLOCKING FOR JOIST HANGER ° BAND JOIST PER END LAG BOLTS " TO JOIST 3 -16d COMMO JOIST NAIL '4 . Q . . < HOLLOW COLUMN UPLIFT BAND JOIST TO: PER 2-16d COMMO TOE NAIL RIM JOIST/BD. o' SILL OR TOP PLATE: FOOT e SIMPSON STRONG TIE MODEL STRRI/2- C ,x �. DECK POST FTG. CONNECTION r`d -:r' ' �, SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE S RECOMEND>ATIONS C.-,,e .^d ,s .; ,;4' DRAWN: MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION ,,;`;.Jsr ',-p I SCALE: 1/4"=V-0" USE WITH RT10 TYDOWN ANCHORS 04 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING kx.. s=! DECK/PORCH LEDGER CONNECTION JOB 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ' #: September 09,2011 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE CO)MMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS - MANUFACTUFRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRZIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: •• G E It N1 EK A L U` T � WIND FRAMING NOTES NAILING SCHEDULE V NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WAILL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WA',LL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WAILL: 3-8d COMMON EACH TOE-NAIL for generally accepted good! building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 1O'WA'1L: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS iPER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RE CONSTRUCTION CODE AND CURRENT SBC HIGH WIND EDDITIOITIO RESIDENTIAL construction details and proicedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER \WFCM - SBC LAP NAIL N, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS TER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION \WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor its responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS IPER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER \WFCM SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the - ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMINCD: STAIRS qp responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAiL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAIlS ANY DIRECTION 200 precautions and programs in1 connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2. 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all H 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE �•,, � or exceeds manufacture's specifications and applicable codes. Type i exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2. 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: 7). The General Contractor tis to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS SEE FLOOR PLANS � such as bookcases, shelving, (pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z in table 3.15a-b. TOP OR BOTTOM 2 . 16d COMMONPER 2x4 STUD END in DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION p 8). Wind load requirements shall be taken into account during construction. 6). TYPE It EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK O U BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, �2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q 1). The General Contractor e length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 end Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER 10ESHIELD determine intended heights ,of finished floor(s) above typical grade. 7 . INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR F RAM I N G. Fl000 Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on urndisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls o)ccuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - Sd COMMON JOIST NAIL 8). CONNECTIONSAROUNDEXTERiORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4 . Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 118" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING 2 - 8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH IFIELDS) Q� to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON @ NOTE: 2 FOR PANEL FIELD � a 6" maximum lifts {layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provttded with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL d 8x16 cast iron foundation vent for every 150 sq. ft. of area. a DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8dCOMMON PER TOE NOTES .� U 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL 5 N.Y.S. Residential Constructtion Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. ct O 3 -16d COMMON W a the below grade portion of(exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2- 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 i FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F i V 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques arnd methods as prescriptive design of current SBC High Wind 3)• Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Consttruction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, fall framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIIL NAIL otherwise. CU Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts g JOINT DESCRIPTION QT'Y. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4 ��, o 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. a where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FiELD ,c Un � 8 4). Unless otherwise noted „ all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS o ro C, 8 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 co X o 6). Concrete piers shall be a minimum 6" above grade. p openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SH EATH If��G: a» }+ wC) openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES -tz z t 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored v Ln �' E openings between 41 and GO and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIIL NAiL p oo \ THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. n and blocking where applicablle. QT-Y. SPACING G o 4 x; 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 Z Yp g 8d C01\ NIO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � 0 �'' 5). All flush beams/headers Ito be installed with heavy duty galvinized hangers and PANELS WFCM - SBC Ln U anchors where applicable to, all connecting joists. PLUMBING NOTES be used. ,-. 7/16" OSB 3" O.C. EDGE N �, ;~ 6d COWMO „ 6). Double up floor joists urnder walls that run parallel to the floor joist and under bathtub,. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.C . IELD on plans. 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4"thick rmicrolams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g other access openings unlesss otherwise noted (typical). FLOOR SHEATHING: NOTE: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, MAIL NAIL w provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY H 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P p Y STY. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 14 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES " 8d COMMO l OR LESS 12 O.C. FIELD O 9). Provide blocking/bridgiing in floor joists at 8 0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. CA under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q' 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. install draft blocking as THESE NOTES ARE ONLY TO [BE REFERRED TO IF N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE MOTES ONLY. d equipment supplier. 11). Unless otherwise noted, all roofs and wails to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are bassed on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-concealed raft o REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel) edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U Contractor and owner for final review and approval. is nailed 3" on-center at the patnel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted) use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. ELECTRICAL NOTES' shear capacities, nailing requirements for structural adhered with PL400 adhesiive and screwed to floor joists. Finished floor to be installed • members shall be doubled, or zalternate connectors, 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 " 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. _' ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is number of nails over Connected members,the tabulated number' of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. • to have regular 1/2 sheetrolck. All walls to be taped and finished. P g ..... ;;:., 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per-foot. 14). All roof with a pitch lesis than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3j.In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with current N.Y.S.Residential Code. 1;% � approved equal. Flat roofs :shall be applied with a Fiberglas base sheet with an EPDM -ri6�Y� • s+•, m :3 4.At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of t., r�" Y 3'r {? p P g P g f.� c`'; R ,, • 'i A DRAWN: MH/MS torch down type material over. flame and products of combustion. '^ ai: 1`. ''.�Z SCALE: 1/4"=V-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. µ•'`" September08,2011 SHEET NUMBER: PAINTER TO FPRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COOMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A� l I MANUFACTUIRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SiTE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRt10R TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.