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HomeMy WebLinkAbout40840-Z fFO(,q.�Q� Town of Southold 9/21/2017 P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39231 Date: 9/21/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 950 Wells Rd, Laurel SCTM#: 473889 Sec/Block/Lot: 126.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/11/2016 pursuant to which Building Permit No. 40840 dated 7/19/2016 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: ONE FAMILY DWELLING WITH FRONT COVERED PORCH, REAR DECK,ATTACHED GARAGE AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to Piscatelli,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0052 08-22-2017 ELECTRICAL CERTIFICATE NO. 4q840 04-04-2017 PLUMBERS CERTIFICATION DATED 08-01-2017 i Soullas A tho ' e Signature g1�fEDt� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40840 Date: 7/19/2016 Permission is hereby granted to: Finora, Joseph 185 Bay Ave Mattituck, NY 11952 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 950 Wells Rd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-3-5 Pursuant to application dated 7/11/2016 and approved by the Building Inspector. To expire on 1/18/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,969.20 CO -NEW DWELLING $50.00 Zln' tl: $2,019.20 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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 Pre-existing Building: (check one) Location of Property: !ou House No. Street Hamlet &�s'fjejOwner or Owners of Property: `I/ Suffolk County Tax Map No 1000, Section Block Lot Subdivision tt Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 , �Q roger.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael Piscatelli Address: 950 Wells Road City: Laurel St: New York Zip: 11948 Building Permit#: 40840 Section: 126 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DAK Electric License No: 5120-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 53 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 13 Smoke Detectors 7 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 53 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureTime Clocks 1 Disconnect 200A Switches R49 Twist Lock Exit Fixtures TVSS Other Equipment: 4- Combination Smoke/ CO Detectors, 2- Exhaust Fans. Notes: Inspector Signature: _ Date: April 4, 2017 0-Cert Electrical Compliance Form.xls s , �o"�'V saUPyol� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179Gt, Southold,NY 11971-0959ZOO BUILDING DEPARTMENT TOWN OF SOiTY'HOLD DD SEP 1 9 2017 BUILDING DEPT. i CERTIFICATION TOWN OF SOUTt'�OLD i 1 I Date: Building Permit No. � Owner: /r , I`C IM&l It (Please print) Plumber: K�\C L 9 L C (Please print) f i I I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this K day , 20J PAULA M MOJO NOTARY'PLIBLIC-STATE OF NEW YORK No. 0I M06214866 I Qualifieri in Su' ,k Coun-, MY Commission cxpn�s C� ember Z 20U �� Notary Public,�5���County i f 040 of soup 4 y a� Q UNi`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLRG. [Vj FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) oe— REMARKS: DATED DG /G INSPECTOR O� SOUIH H � O eou TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION- ]ZF UNDIATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND - [ ] INSULATION [ AMIN TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Pmkl �0 oft wl�L CLI, (A. pl( doir PAA S[r w oft IPA , .�,01 bs p iL DATE Y INSPECTOR ` OF SOUlyol COUNi'�Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: ' s � v DATE 1 Z INSPECTOR Of SOUI�OIo coum N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION-2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR z O v OF SOUI�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] p6UGH PLBG. [ ] FOUNDATION 2ND [vf INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ZIFIRE RE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V.A O 1-�✓104fS& V� 161D vv 04 DATE INSPECTOR pF SOUTyolo 40 � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST . [ ] ROUGH PL13G. [ ] FOUNDATION-2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTO . SOUjy o� O� Coo � o H 0 TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [V FINAL /✓b [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: U 'L!� DATE INSPECTOR O0D �o��OE SO(/ly�lo eou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: DATE oI �� �G INSPECTOR - t7I 1� ' .Ii 0 •• " r . h 1 t� r r i - r 12,ullk • • - N.Y. - Ali / - - :. LI Thi f • im i�l TOWN OF-SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIEDING 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. !J �_TOZ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form / Contact: Approved ,20 (� Mail to: M 11c 5_ P,`Sg4l-e`k' Disapproved a/c P,10, 60rx w s- 1'!y1A 1CfC 1J Phone: Expiration 1 20 0 __r_0 4 op13_010_nctor PLICATION FOR BUILDING PERMIT JUL 1 Date ✓ " ,20 Aa INSTRUCTIONS a. T.�10"ep �&Rpran E completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of Ia ; to scale.Fee according to schedule. P 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. / (Signature of applicant or name,if a corporation) 13ox 119&1S 1V#f&ye-k /Ars (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder oG Name of owner of premises i CC S C/�/� i ldsep f/ T y)✓oy"4 (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: �' A �,r,&_/lS god/ Z_140 C� House Number Street Hamlet County Tax Map No. 1000 Section o Block ®� Lot 0 Subdivision Filed Map No. Lot 1 m 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building X. Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3ctg K 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 a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear — Depth Height — Number of Stories — Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories / 0 8. Dimensions of entire new construction:Front Rear -5'`'9 Depth 15'9 Height 7 9 Number of Stories Z r � r 9. Size of lot:Front--/00 Rear ZO 2- Depth Z d® ups R&j1dAv 10.Date of Purchase ftA,1,i 1 Name of Former Owner 5 P &Y-&C-f /`I 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO� 13. Will lot be re-graded?YES NO_pr- Will excess fill be removed from premises?YES } NO 14.Names of Owner of premises Xyaf/1 Address /$�T 611'Y A cA Phone No. Name of Architect Z-64,1 27o 1'h-16-107V Address lkf t,�3 emL PTJeffhone No Name of Contractor P iScAk t l: Address 1260 C ) A/ e'X hone No. o6?/ 2',92- 'le l3 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 '--s e- being duly sworn,deposes and says that(s)he is the applicant (Name of indi idual signing contract)above named, (S)He is the y 2 (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swoto before me this r day of 20_L�_ i oCAMtary Public Notary Public.State of Ne ork0Sigji6iure of Applicant No.01N06122973 Qualified in Suffolk county Commission Expires Feb.28,20 IJ Town HM Annex 54375 Main Road Ji f Telephone(631)765-1802 � {b31)765-g5 P.O.Box 1179 • O roper•rlChert tOwnsoutll015.ny.us Southold,NY 11971-0959 � � — E BUILDING DEPARTMENT ! TOWN OF SOUTHOLD APPLICATION ,FOR ELECTRICAL INSPECTION REQUESTED BY- Ile Date: Company Name: G de Name: / v � License No_: ,57I 0 Address: o o Acy Jig +9 i t✓c1� /tai J! ,J"' Phone No.: JOBSITE INFORMATION: (*Indicates required information) F *Name: ®sedq d�//P *Address: 57,0 CJ !J L d2 I y i *Cross Street: /,(S ® s'c I *Phone No.: / 9(� Permit No.: ! Tax Map District: 1000 Section: _ Block: Q,�' Lot: ��- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Aleco (Please Circle All That Apply) Is job ready for inspection: YES! NO Rough In Final *Do you need a Temp Certificate: YES/ NO _ I Temp Information(If needed) *Service Size: 1_Phase Whase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead E Additional Information: PAYMENT DUE WITH APPLICATION 1 ° V Q., 8Z- t f p Ilion Form Scott A. Russell SUPERVISOR y i _ R �uJLA\1�A(GtIENIIEl�`7F SOUTHOLD TOWN HALL-P-O_Box 1179 r� 53095 Main Road-SOUTHOLD,NEW YORK 11971 0:/,r U rte` To wn of JSo a th o l d O� CH"TER 236 - STORMWATER MANAGEMENT WORK SHEET[' ( TO BE COMPLETED BY THE APPLICANT ) °JUL 1-2 201 = DOF-S THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No V]❑ A- Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface- : ❑[i B_ Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C_ Site preparation on slopes which'exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. r ❑V ] E. Site preparation within the one-hundred-year floodplain as depicted _._... :..: _ .=an=FIRM 14ap-=o1'-a-ny-—wat-eFc-aurrsE:-•-_•- ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square °\ feet or more, unless approval of a Stormwater Management prior pp Control Flan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. : 1000 Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other( District NAME IS I • �¢ * L (M.,�el � G Section Block Lot ` FOR BUILDING DLPART �-NT USE ONL;"'•°` Contact lnforn-otim631 n - -fell (✓'w Reviewed By: - - - - - - - - - - - - - - - - - — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — W(Forward Approved for processing Building Permit. 5,00 (de IIS IZOA 0 ormwater Management Control Plan Not Required. ormwater Management Control Plan a Required. to Engineering Department for Review) FORM ° SMCP -TOS MAY 2014 APPLICANT: S.C,T.M. '": 1000 s CHAPTER 23 6 IProperry Owner,Design Professional,Agent,Contractor,Other) ^� O nn (2 5 Stormwater Management Control Plan CHECK LIST NAME: M /t�C C— �`r�S e/�� r Section Block Lot w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Date: g 631 8?d ?3L3 /7 /! l(4* 4- )z � all Information that has been Required by the following Checklist! I I_ A Site Plan drawn to scale Not Less that 60' to the inch MUST I If You answered No or NA to any Item, Please Provide Justification Heiel show all of the following items: ' YES N0 NA If you need additional room for explanations, Please Provide additional Papel. a, Location & Description of Property Boundaries b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. DRAINAGE INSPECTIONS ARE REQUIRED of the Site Boundary as required by §236-I702), I Contact T05 Enginepring at 765-1560 before dTest Hole Data indicating Soil Characteristics&Depth to Ground Water, Backfill OR Pirovide Engineer's Certification e, Limits of Clearing & Area of Proposed Land Disturbance. JWJ= that the drainage has been InsWed f, Exist ing & Proposed Contours of the Site (Minimum 2'intervals) ILAJ F-1 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage Improvements & utilities. I). Spot Grades & Finish Floor Elevations for all existing & proposed structures, I. Location of proposed Swimming Pool and discharge ring. .I j. Location of proposed Soil Stockpile Areas). it k. Location of proposed Construction Entrance/Staging Area(s). !( I. Location of proposed concrete washout area(s), ii IT). Location of all proposed erosion&sediment control measures, be hinited to-, 2. Stormwater Management Control Plan must include Calculations showingA well i that the stormwater improvements are sized to capture,store,and infiltrate maintained COnstruction Entrance, on-site the run-off from all impervious surfaces generated by a two(T)inch Wife 8acked Slit FerMITFS;stabifization& rainfall/storm event, Seedivis of WWsedan or Inactive soils. _ 3. Details& Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a Erosion & Sedirrient Controls, _ b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e,g,catch basins,trench drains,etc.) _ d. Leachinq Structures (e.g. infiltration basins,swales,etc,) FOR U1 PAR." %IE SE ONLY`*"* � 1 Additional Information is Required. Reviewed & I ® Stormwater Management Control Plan is Not Complete Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plait is Complete, Date, JL G ! l SMCP has been approved by the Engineering Department I FORM SWCP Check List -TOS MAY 2014 PS[ AM pq�C Y .4y FirstAineriean Title May 11, 2016 Town of Southold 53095 Route 25 PO Box 1179 Southold,NY 11971 RE: Title No: SS12675 Tax Map Info: District 1000, Section 126.00, Block 03.00, Lot 005.000 Dear Sir or Madam: Please be advised that ALL STATE ABSTRACT CORP. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard,please feel free to call me at any time. Very truly yours, roes x , VP, Senior Underwriting Counsel JT/sdr cc: ALL STATE ABSTRACT CORP. 52 Broadway Greenlawn,NY 11740 140 East 45th Street,44'h Floor,New York, NY 10017 TEL 212.381-6600 • FAX 212 922.0881 www.firstamny com S FIRST AMERICAN TITLE INSURANCE COMPANY 140 EAST 45TH STREET, 44' FLOOR NEW YORK, NEW YORK 10017 Title No. SS 12675 State of New York County of Nassau I, James Thanasules, being duly sworn, deposes and says: That he is over the age of 21 years and that he is the Vice President of First American Title Insurance Company; That title was examined to the parcel of land described on the annexed schedule and labeled parcels: A,B, C, D, E & F That said examination, made to include 4/23/1957, to determine that no contiguous property was owned by the owner of the property involved since the date of any previously applicable Zoning Ordinance; And, that this Affidavit is made to assist the Board of Zoning Appeals of the Town of Southold and County of Suffolk to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said board will rely upon the truth thereof. The liability of the Company under this search is limited to one thousand dollars ($1,000.00) for any reason. First American Title Insurance Company Jam T anasules - Vice P'\ ident Sworn before me this clay of 2016 l�tary blic Stephen vincini [NOTARY PLUBLIC.STATE OF NEW YORK Regislrution No.01 V16003625 Qualified in New York County Commission Expires March 9.2018 Title No. SS 12675 DESCRIPTION PAGE PARCEL A: SUBJECT PREMISES 1000— 126.00—03.00—005.000 PARCEL B: PREMISES TO THE NORTH 1000— 126.00—03.00—020.000 PARCEL C: PREMISES TO THE EAST 1000— 126.00—03.00—007.002 PARCEL D: PREMISES TO THE EAST 1000— 126.00—03.00—007.003 PARCEL E: PREMISES TO THE WEST 1000— 126.00—03.00—004.000 PARCEL F: PREMISES TO THE SOUTH WELLS ROAD First American Title Insurance Company )L I'll, Ja es Thanasules - ice resident Sworn before me this 4y of CA. 2016 L No ary Pu is i FStephen Vincini NOTARYBLIC.STATE OF NEW YORKration No olV16003625fied in New York Count18 sion Expires March 9, Title No. SS 12675 PARCEL A: SUBJECT PREMISES DISTRICT 10000 SECTION 126.00 BLOCK 03.00 LOT 005.000 Robert L. Young Dated: 06/08/1953 To Recorded: 01/08/1954 Katharine B. Tuthill, a/k/a Katharine Baylis Tuthill Liber: 3636 Page: 456 TM: 005.000 &More Katharine Baylis Tuthill Dated: 02/19/1963 To Recorded: 02/21/1963 Ida Mongello Liber: 5311 Page: 205 TM: 005.000 Marie Macri as Executor of the Estate of Dated: 04/01/2004 Agatha Mongello Recorded: 03/07/2006 To Liber: 12439 Page: 182 Michael J. Mongello TM: 005.000 Michael J. Mongello Dated: 12/15/2009 To Recorded: 01/12/2010 Joseph J. Finora and Grace A. Finora Liber: 12612 Page: 705 TM: 005.000 .LAST DEED OF RECORD First American Title Insurance Company James Thanasules - Vi e President Savo 1t before me this \\� (j4 ti,daay of lU'-4d 2016 I Nofary Pu lic / St�phenphen Vincini NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 V16003625 Qualified in New York County Commission Expires March 9,2018 r Title No. SS12675 PARCEL B: PREMISES TO THE NORTH DISTRICT 10000 SECTION 126.00 BLOCK 03.00 LOT 020.000 Robert L. Young Dated: 06/08/1953 To Recorded: 01/08/1954 Katharine B. Tuthill, a/k/a Katharine Baylis Tuthill Liber: 3636 Page: 456 TM: 020.000 & More Katharine Baylis Tuthill Dated: 08/08/1973 To Recorded: 08/09/1973 William Schoenwald and Ruth Schonewald Liber: 7462 Page: 493 TM: 020.000 William Schoenwald and Ruth Schonewald Dated: 12/03/1973 To Recorded: 12/18/1973 Frank Marturano and Dorothy Marturano Liber: 7547 Page: 100 TM: 020.000 Frank Marturano and Dorothy Marturano Dated: 08/15/1978 To Recorded: 08/16/1978 Daniel J. Kowalski and Susan M. Kowalski Liber: 8481 Page: 17 TM: 020.000 LAST DEED OF RECORD First American Title Insurance Company Jam Thanasules - Vic President before me this ` f Ovi' day of /l( � 2016 Notary Pu lie Stephen Vincini NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 V16003625 Qualified in New York County Commission Expires March 9,2018 Title No. SS 12675 PARCEL C: PREMISES TO THE EAST DISTRICT 10000 SECTION 126.00 BLOCK 03.00 LOT 007.002 Robert L. Young Dated: 06/08/1953 To Recorded: 01/08/1954 Katharine B. Tuthill, a/k/a Katharine Baylis Tuthill Liber: 3636 Page: 456 TM: 007.002 &More Katharine Baylis Tuthill Dated: Ol/G5/1968 To Recorded: 05/03/1968 Thomas Mongello Liber: 6341 Page: 515 TM: 007.002 &More Thomas J. Naughton as Executor of Thomas Mongello Dated: 11/05/1984 To Recorded: 11/29/1984 Thomas H. Gannon, Jr. Liber: 9686 Page: 228 TM: 007.002 Thomas H. Gannon, Jr. Dated: 01/31/1986 To Recorded: 02/19/1986 Alfonso C. Stabile and Sara Jane Stabile Liber: 9980 Page: 157 TM: 007.002 Alfonso C. Stabile and Sara Jane Stabile Dated: 06/14/2002 To Recorded: 07/12/2002 Charles H. Richardson and Marilyn T. Richardson Liber: 12196 Page: 825 TM: 007.002 Charles H. Richardson and Marilyn T. Richardson Dated: 06/11/2012 To Recorded: 06/25/2012 Cheryl A. Corazzini Liber: 12697 Page: 299 TM: 007.002 CONTINUED First American Title Insurance Company Jam s Thanasules - Vied President Sworn before me this d`y of 2016 N tary RuW' _ Stephen Vincini NOTARY PUBLIC.STATE OF NEW YORK Registration No,01 V16003625 Qualified in New York County Commission Expires March 9,2018 Title No. SS 12675 PARCEL C: PREMISES TO THE EAST DISTRICT 10000 SECTION 126.00 BLOCK 03.00 LOT 007.002 Cheryl A. Corazzini Dated: 07/24/2012 To Recorded: 12/18/2012 Richard W. Corazzini,Jr. and Cheryl A. Corazzini Liber: 12714 Page: 72 TM: 007.002 LAST DEED OF RECORD First American Title Insurance Company James Thanasules - Vice President S�vdm before me this f 1 day of 2016 otary Pu is Stephen Vincini NOTARY PUBLIC,STATE OF NEW YORE{ Reg.stranon No,01 V16003625 Qualified in New York County Commission Expires March 9,2018 Title No. SS 12675 PARCEL D: PREMISES TO THE EAST DISTRICT 10000 SECTION 126.00 BLOCK 03.00 LOT 007.003 Robert L. Young Dated: 06/08/1953 To Recorded: 01/08/1954 Katharine B. Tuthill, a/k/a Katharine Baylis Tuthill Liber: 3636 Page: 456 TM: 007.003 &More Katharine Baylis Tuthill Dated: 01/05/1968 To Recorded: 05/03/1968 Thomas Mongello Liber: 6341 Page: 515 TM: 007.003 &More Thomas J.Naughton as Executor of Thomas Mongello Dated: 10/03/1991 To Recorded: 10/10/1991 Ida Mongello Liber: 11351 Page: 348 TM: 007.003 Marie Macri as Executrix of Agatha Mongello a/k/a Dated: 10/25/2011 Ida Mongello Recorded: 11/14/2011 To Liber: 12676 Page: 493 Marie Macri and Constance Albanese TM: 007.003 Constance Albanese Dated: 10/25/2011 To Recorded: 11/14/2011 Marie Macri Liber: 12676 Page: 494 TM: 007.003 Marie Macri Dated: 09/18/2013 To Recorded: 10/21/2013 Salvatore Macri Liber: 12749 Page: 104 TM: 007.003 LAST DEED OF RECORD F. st Americ ;- ;;e tlInsurance Company - l Ja s Thanasules - Vice r ident Sworn before me this j I qday of 1 2016 N tary P lic FTARY � LlCStep7?No. en cini�ratioOF NEW YORKV16003625sion�t gyres Mrk Coun p arch 9,2018 Title No. SS12675 PARCEL E: PREMISES TO THE WEST DISTRICT 10000 SECTION 126.00 BLOCK 03.00 LOT 004.000 Robert L. Young Dated: 06/08/1953 To Recorded: 01/08/1954 Katharine B. Tuthill, a/k/a Katharine Baylis Tuthill Liber: 3636 Page: 456 TM: 004.000 &More Katharine Baylis Tuthill Dated: 01/05/1968 To Recorded: 02/20/1968 Dominick Macri and Marie A. Macri Liber: 6306 Page: 534 TM: 004.000 LAST DEED OF RECORD First American Title Insurance Company '4hs-tNdnasules - ice President S �voTt}before me this i day of %LTJ 2016 N/d`tary P blic 1 StephenVincini NOTARY PUBLIC.STATE OF NEW YORK RegistratwnNo 01V16003625 Qualified in New York County Commission Expires March 9,2018 Title No. SS 12675 PARCEL F: PREMISES TO THE SOUTH WELLS ROAD First American Title Insurance Company Jam Thanasules - Vi<e President Skvom before e is / day of Votary P he 1 FStephen Vincini NOTARyUBLIC.STATE OF NEW YORK stration No.01 V1600363> fied in New Yok County ssion Expires March 9,2018 ®APARTMENT OF HEAL-rH SERV10ES SUFFOLK COUNTY DEPAR TRUCT 10H�-_OTZ SURVEY OF PROPERTY pERMIT FO-k? A'?j_RO-,LTj%j OF CONS I PAGE 1 OF 2 RESMENCE ONUf SITUATED A T S I N G'_C M 1 L:f RECEN LAUREL 201 TOWN OF SOUTHOLD zj C>- i UN FP E _E D V V1 U SUFFOLK COUNTY, NEW YORK F co APMOVE-D Go.liEALTH S RVICES S.C. TAX No. 1000-126-03-05 RG F' -H D SCALE 1 =40' '0 BEDROOMS 0 FICE G-F!;jPSTEVJA MT. FOR MAXI Uld Or- L F JANUARY 20, 2005 FS S FROM DATE OF APPROVA FEBRUARY 28, 2005 REVISED PROPOSED SANITARY SYSTEM LEXPIRESTHREE YEAR JUNE 5, 2016 UPDATE & ADD PROPOSED HOUSE O AREA = 19,208.08 sq. ft. 0.441 ac. tk -4pNt NOTES, TGrk C)0 1. ELEVATIONS ARE REFERENCED TO AN N.A.Y.D. 1988 DATUM C '. EXISTING ELEVATIONS ARE SHOWN THUS: 0 PROPOSED ELEVATIONS ARE SHOWN THUS: 52 G) 2. MINIMUM SEPTIC TANK CAPACITIES FOR A I TO 4 BEDROOM HOUSE IS 1.000 GALLONS. I TANK; 13' LONG, 4-3" WIDE, 6'-7- DEEP 0 3. MINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. (9viN�% OHO 2 POOLS; 6' DEEP, 8' dia. 1A,In "p, PROPOSED SOX FUTURE EXPANSION POOL 0 � PROPOSED 8' OX S' DEEP LEACHING POOL Ct_ PROPOSED8' MPROPOSED 1,000 GALLON SEPTIC TANK va- '6. v-, ep .... . . ' - :..I . . � e_% 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 7A :A <0 S. ALL PROPERTIES WITHIN 150- OF THIS PROPERTY HAVE SINGLE FAMILY DWELLINGS AND ARE r ;00 1 CONNECTED TO PUBLIC WATER EXCEPT IF OTHERWISE SHOWN HEREON. 6. THE BASEMENT WILL BE UNFINISHED AND USED FOR STORAGE AND UTILITY PURPOSES ONLY. UA \A.0 0 )a $014 7 G, 0 A 3 E°VNN14- ftl x DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 2,890 sq. ff. 2.890 sq. ft. X 0.17 = 492 cu. ft. SES 492 cu. ft. / 42.2 = 11.7 vertical ff. of 8' dia. leaching pool required CoAs'p?, N i PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS PROPOSED .0 rog DRIVEWAY AREA:8' DIA.1,600 q. ftDEEP.DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: s 880 sq. ft. X 0.17 = 150 cu. ft. 0. 150 cu. ft. / 42.2 = 3.6 vertical ft. of El' dIa. leaching pool required j#0/,'j4GF1'jj0 TEST HOLE DATA PROVIDE (1) a' dta. X 4' high STORM DRAIN POOL 340 (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON DECEMBER 31, 2004) PROPOSED 8' DIA_ X 4' DEEP DRYWELL WITH 'OPEN GRATE FOR DRIV Y RUN-OFF ARE SHOWN THUS: Vol. EL 16.51 0. S yp I CE wffm THE MINIMUM in -CP-- BROWN SILTY SAND SMSETT III SO ESTABUSHED V. 0, '6'4 D D ADOPTED '07, U H USE KI STATE LAND - 2.5' A 0 %0- PlAW i"am Awn b 9, �mtnfled 0 m a"y 7 ;�7 Pn eppro ed survay. PALE BROWN FINE SAND SP FNAY r EL=A'Z�----------13.8'HIGHEST EXPECTED GROUND WATER EL 3.1' _15.4'TEST WELL No. USGS 4059924072321501 S 39269.1 4ND WATER IN PALE BROWN FINE SAND SP N.Y.S. Lie. No. 50467 17' UNAUTHORIZED ALTERATION OR ADDITON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Land Surveyor CER,nMCATIONS INDICATED HEREON SHALL RUN S E E AT TA C i E E) 9 P A L CO'No D I T 10 N ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TME COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. GRADING PLAN AND/OR PLOT PLAN LENDING INSTITUTION LISTED HEREON.AND TOMASSIGNEES OF THE LENDING INSTI­ Title Surveys -Subdivisions - Site Plans - Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. BOX 16 Jamesport, New York 11947 Jamesport, New York 11947 ,�TORM)I'►ATER MANAGEMENT NOTES: STEEL OR EXTRA STRENGTH FILTER FABRIC W OOD PAGE 2 0 F 2 . 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION REO'DWITHOUT WIRE MESH SUPPORT 36' HIGH POLE (MAX.) MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STEEL OR WOOD POST AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING--_ DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/WIRE SUPPORT FENCE �W 6' MAX. O.C. SPACING A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF W/O WIRE SUPPORT FENCE ' U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 50' MIN. ENT To E THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS -" •'- '':,.ti• FLOC =;�, �� I KEEP SEDIMENT OR TO BE SUFFICIENT SITE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL HAY BALES AND/OR FILTER FABRIC SECURELY SILT FENCING DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS = TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE � '' ATTACH SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE TO UPSTREAM SIDE OF POST r 4" x 6" TRENCH W SCREEN IS REMOVED. W/COMPACTED \A 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, "' BACKFILL y A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL SILT FENCE DETAILS I ____________ BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT NOT TO Sc" O SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TRENCH DETAIL N SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) I NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED OFF-SITE TRANSPORT. I HAY BALES AND/OR SILT FENCING 1. AREA CHOSEN FOR STOCKPILING OPERATIONS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. TO BE USED WHERE TOPSOIL IS NECESSARY FOR 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. PLAN VIEW 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ON THE PROPOSED RESIDENCE. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. I ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS H�a4LM /ORFROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. .!• d• d• 1 S 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STABILIZE ENTIRE PILE CONSTRUCTION WTRANCE BASE OF COMPACTED 3/4 STONE BLEND SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW WITH VEGETATION OR COVER ^L ^L ^Y qL q, OR N.Y.S.D. .T.APPROVED R.C.A. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FILL A MIN.ABOVE EXISTING GRADEE TO ALLOW FOR DRAINAGE FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, CROSS SECTION WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO %41 `1' TEMPORARY CONSTRUCTION ENTRANCE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (NOT TO SCALE) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION `y AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA y' `L' ^1' `L' 4' VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. `, _ 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR _ SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF TYPICAL STORMWATER UNIT OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, (TOPS TO BE TRAFFIC BEARING) OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR (NOT TO SCALE) (FT CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. STRAW BALES OR SILT FENCE °R S"THICK REINFORCED REINFORRCED CCOVER ONC.COVER °CKHART/63518 TYPE 6840) SOIL STOCKPILE FINISHED GRADE 1,_0. (NOT TO SCALE) e•TRAFFIC BEARING SLAB (max.) PIPE FROM ROOF GUTTERS PROPOSED SEPTIC SYSTEM DETAIL B'- (NOT TO SCALE) LEACHING INGS WIPED WITH FILTERBRIC HOUSE TOP BURIED a 3'CLEAN F 4' DEEP max. FINISHED GRADE PRECAST REINFORCED CONCRETE COVER g GO ELEV. 18.0' BURIED 1' DEEP min. 2' DEEP max. LEACHING RINGS r� PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT & INSECT PROOF FINISH GRADE R04000 P�51 0 28 DAYS�NC ©1r" L BURIED 1' DEEP min. 2' DEEP Max. 3'-0• °Y CAST IRON COVER TO GRADE ELEV 18.0• MIN. 4' dia. 20•min MIN. 4' dia. d TOP EL 15.5' 3 (mtn.) 4' �n t APPROVED PIPE TOP ELEV. 20'min. APPROVED PIPE x� PIT 1 4' 1' 152.]_ I PITCHED 1/8•/1' 8• 0 N IN�fo 3' CLEAN of 4' dia. INV. INVERT 5a; m ° d CROSSOVER n COLLAR T E f5 ELEV 15.1' a+ INVERT PIPE Q,. a GROUN WA 3 FLOW ELEV. 14.6 BAFFLE a G < w_ ICA 8' I TM 3 HIGHEST EXPECTED GROUND WATER BOTTOM a d D E aN Li No. 50467 ELEV. ' ELEV. 4.7' SEPTIC TANK r, Nathan Taft Corwin III 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7' DEEP 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. LEACHING POOLS r2) LandSurveyor 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2 POOLS; 6' DEEP, 8' dia. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) Successor To: Stanley J. Isaksen, Jr. L.S. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4' LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. Joseph A. Ingegno L.S. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. Title Surveys - Subdivisions - Site Plans - Construction Layout 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. PHONE (631)727-2090 Fax (631)727-1727 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamespart, New York 11947 S SURVEY OF PROPERTY F ,p J)"NAGE t1K5PECnONS ARE REQUIRED PAGE 1 OF 2 w 0 o*_ -X.2- Contact TOS Engineering at 765-156before SITUATED AT �� 13ackfil OR Provide Engineer's Certification LAUREL d dr-jr basL.. to Code TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-126-03-05 SCALE 1"=40' ot, JANUARY 20, 2005 GF, FEBRUARY 28, 2005 REVISED PROPOSED SANITARY SYSTEM JUNE 5, 2016 UPDATE do ADD PROPOSED HOUSE O• t AREA = 19,208.08 sq. ft. F RI a�16 FOPpE 2otp .D Nye 0.441 CIO.3�� I ICK M�ACRI , �� r' MARIv c Nj y! o��10. G�Fs °� x� °�F o"�' NOTES: 1. ELEVATIONS ARE REFERENCED TO AN N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:. &I „ Oy�N�+ PROPOSED ELEVATIONS ARE SHOWN THUS: 52 gZ + �O u: \ 0 0 ?✓ ��` 2. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1.000 GALLONS. �. m �' 9y-�, .� 1 TANK; 8' LONG. 4'-3- WIDE. 6'-7- DEEP 6 'F O L- 3. MINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE IS 300 sq ff SIDEWALL AREA. %pF 2 POOLS; 6' DEEP, 8' dia. �-1 \ (P 0 PROPOSED 509 FUTURE EXPANSION POOL 10 -00 EROSION&SEDIMENT CONTROLS ®PROPOSED 8' DU % 8' DEEP LEACHING POOL .•�...;.';:. ,.;r 9 ;rs. O r' Shall include PROPOSED 1,000 GALLON SEPTIC TANK NO but not be limited to: Ilk- L \ A well maintained Construction Entranc 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD `\ : N tS�',�_ F OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. J(�J. Q �C \ ;,•b O 3.`. ALL PROPERTIES WITHIN 150' OF THIS PROPERTY HAVE SINGLE FAMILY DWELLINGS AND ARE N Lf Oat-, �% O+Wire Backed Silt Fencing,stabilization& CONNECTED TO PUBLIC WATER EXCEPT IF OTHERWISE SHOWN HEREON. Et . ems.`^„•;• •'® /Y' O Q 6. THE BASEMENT WILL BE UNFINISHED AND USED FOR STORAGE AND UTILITY PURPOSES ONLY. God N P c 35 `' Seeding of exposed and/or inactive soils; ��c� 0 � �' �, Py,�t1w`�..,...• \\ :;`.• � ���' NG. ��,G,MGN N�0 RICKA ARDS01� 71/ •V\ /' 0 NO GOANI ts. RICx .: ..��y:��✓ �� ,/- FoMDN•o. ARLE YN T'yNG �� DR4INAGE ST'STEdf Ca rCULaTIONS: Ort •• i.+� ��c,�,p \M / y./ Cr+I�ARIL O�VeVG�P ROOF 90Fsq.2ft9X 0171= 492 cu. ft. 4 MAL D�2(U e y S�UCP�� Jj V' /q�_/ $C �5 Q 492 au. ft. / 42.2 = 11.7 vertical ft. of 8' dia. leaching pool required ���R�G*`per 4 GO ENCR �� /Y O„ w PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS O 12,1 PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:OO TouzN � - M U S-r S69 DRIVEWAY AREA: 1,600 sq. ft. O. uNV ON• 880 sq. ff. X 0.17 = 150 cu. ft. I7 t G SONG' F LLO 150 cu. ff. / 42.2 = 3.6 vertical ft. of 8' dia. leaching pool required 14/0/00f TEST HOLE DATA PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL 1 �L f`CA-rt&W 15S Z O O ASN 4\NG (TEST HOLE DUG BY WDONALD GEOSCIENCE ON DECEMBER 31, 2004) PROPOSED 8' DIA X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN-OFF ARE SHOWN THUS:O No TK o` _ �y i-' EL 18.5 O, CO3 THE MINIMUM Z VJJ�TS/rL� ��1 Ad', BROWN SILTY SAND SM �Pt' �:ti.�L GiF 5I>j}(6� �6TER BY PATip ESTABLISHED EED 4 AGEMENT ORr— H.USE $(ATE LAND 2�� •' v4S PLT- e(W.D� o° z,5' CONTROL ALAiII - n Cod 236 tp Z y Date: I I% Ap PALE BROWN FINE SAND SOAPFarowed by: ILP Ei=4'Z�- ------ -13.8'HIGHEST EXPECTED GROUND WATER 'r TEST WELL No. j '00 EL 3.1' f 15.4' + WATER IN PALE BROWN FINE SAND SP O�^ Sol N.Y.S. IJc. No. 50467 h' H .�"�� 17' UNAUTHORIZED ALTERATION OR ADDITION OJ' 7ry,7v Y To THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE CEDUCATION LAW.OPIES Nathan Taft Corwin III OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 OR STORMWATER MANAGEMENT NOTES: o� P)OOD PAGE 2 0 F 2 EXTRA STRENGTH FILTER FABRIC 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTIONREG'o. WITHOUT WIRE MESH SUPPORT 36' HIGH POLE (MAX.) MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STEEL OR WOOD POST AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. to' MAX. O.C. SPACING DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/WIRE SUPPORT FENCE FLOW A CONTINUOUS LINE OF SILT SCREEN MAXIMUM OPENING OF s' MAX. O.C. SPACING ( W/0 WIRE SUPPORT FENCE U.S. SIEVE x'20) SHALL BE STAKED AT THE LIMIT OF CLEARING 5o MIN AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. " OR To BE SUFFICIENT TO THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS FV)W OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL ; ter-. `� , ,\ K muµ��N SITE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS y,� SILT FENCING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ' ATTACH FILTER FABRIC SECURELY N �\\ �� a. a I SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE TO UPSTREAM SIDE OF POST 4X 6" TRENCH w SCREEN IS REMOVED. \ \ 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/COMPACTED A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL --�� SILT FENCE DETAILS BACKFILL \ �, O I i BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT Nor TG SME rIAl SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TRENCH DETAIL I SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) I NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED OFF-SITE TRANSPORT. HAY BALES MID/OR UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. TO BE USED WHERE TOPSOIL IS NECESSARY FOR SILT FENCING 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. REGRADING do VEGETATING DISTURBED AREAS. SHALL B CHOSEN FOR STOCKPILING OPERATIONS 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL XI DRY AND STABLE. PLAN VIEW 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ON THE PROPOSED RESIDENCE. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH pllsnNG E 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. I ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS HAY BADS AND/oR FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. `� `I' 11' 1 DRAIIIiAGE IFdSPECTIOIlS ARE REQUIRE® SILT FENCING Q+T + 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STABILIZE ENTIRE PILE CONSTRUCTION cE BASE OF COMPACTED 3/4 STONE BLEND OR N.Y.S.D.O.T.APPROVED R.CA SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW WITH VEGETATION OR COVER .1, 'k y 14, Contact TOS Engineering at 765-1560 before FILL TO 1B•MIN.ABOVE EXISnNG IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF GRADE TO ALLOW FOR DRAINAGE FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, 4, w 141, Backfill, OR Provide Engineer's Certification CROSS SECTION WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO •l• .I• 4, d• >, 11, 11, t at ainage has been Installed to CodeEMPORARY CONSTRUCTION ENTRANCE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (NOT TO SCALE) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION Y AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA I' `►' `I' `I' VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. `L `Y `k `I' `, 41 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF 11' ORMWATER UNIT OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO (TOPS TOTYPICAL STTBE TRAFFIC BEARING) THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR (NOT TO SCALE) CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. STRAW BALES OR SILT FENCE oR s'[RON I REI FRAMIED CONIC. (FLOCKHART/63518 TYPE 6840) SOIL STOCKPILE FINISHED GRADE (NOT TO SCALE) e-TRAFFIC BEAmNc sLAe max) PIPE FROM ROOF GUTTERS PROPOSED SEPTIC SYSTEM DETAIL -D' HOUSE TOP BURIED (NOT TO SCALE) EROSION&SEDIMENT CONTROLS FILTER L TERFABRCa WRAPPED wrrH 0.0' 4' DEEP max. S CLEAN WLR F .FL 2 FINISHED GRADE PRECAST REINFORCED CONCRETE COVER Shall include but not be limited to: « ELEb. 18.0 BURIED 1' DEEP min. 2' DEEP max. LEACHING RINGS PRECAST REINFORCED CONCRETE COVER 24'dia. LOCKING, WATERTIGHT do INSECT PROOF FINISH GRADE BURIED 1' DEEP min. 2' DEEP Max. CAST IRON COVER TO GRADE ELEV. 18.0 A well maintained Construction Entrance, REINFORPSI CED 0 28 DAYS NC. OF 3'-0' MIN. 4' dia. 3 Vire RackteO Slit Fencing,stabilization dt (min.) 4- (min.) ��1� ��, APPROVED PIPE 20'min 20"min. MIN. 4' dia. s TOP EL 15.5' X? v� ARCHED 1 4' 1' TOP ELEV. 16.1' APPROVED PIPE Seeding of"posed an inactive soils a� l w o PITCHED 1/8-/1' 8- e' 3' CLEAN •• 'd } ° 4' dia. SAND a t i INV. ELCROSSOVER COLLAR It 15.5' ELEV.1 3 NVERT a, FLOW � �`¢INVERT PIPE ° o. a APPROVAL OF STORMWATER MIANA GROUND WATER CONTROL MAN -Towyn Code Chapter < � BAFFLE � • ' w Date: • 8' I BOTTOM HHIIGHHE T PECTED GROUND WATER 4 ELEV. 4.r EL-' 8.6 SEPTIC TANK (1) Nathan Taft Corwin III 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7' DEEP 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. LEACHING POOLS (2) Land Surveyor 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. 1. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2 POOLS; 6' DEEP, 8' d 4. ALL JOINTia. S SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2. LEACHING POOLS ARE T BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) Successor To: Stanley J. Isaksen, Jr. L.S. ALL 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ADIRECTIONS (WITH A MAX. TOLERANCE OF :1:1/4-) LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. Joseph A Ingegno L.S. ON A MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. Title Surveys - Subdivisions - Site Plans - Construction Layout 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. PHONE (631)727-2090 FOX (631)727-1727 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 i� r SURVEY OF PROPERTY [���� �� �� '� SITUATED AT (� I LAUREL TOWN OF SOUTHOLD SEP 14 2016 SUFFOLK SUFFOLK COUNTY, NEW YORK o S.C. TAX No. 1000-126-03-05 ���D�� o� � `? SCALE 1"=40' *� y �s°, JANUARY 20, 2005 TOWN OF SOUMLDGy FEBRUARY 28, 2005 REVISED PROPOSED SANITARY SYSTEM y JUNE 5, 2016 UPDATE do ADD PROPOSED HOUSE AUGUST 29, 2016 FOUNDATION LOCATION TIF }'9a AREA = 19,208 sq. ft. 0.441 ac. N/p/FRAC CRT 1aA 16, G°`'G M� V3 pMINIEKA >�A i it s �r� CERTIFIED TO: so� MICHAEL PISCATELLI o��"� o`er HEATHER PISCATELLI ALLSTATE ABSTRACT CORP. b3�� STEWART TITLE INSURANCE COMPANY 77'n 69. N \� - oc x� w OGO 50 p NOTES. ELEVATIONS 1 ,� Nom• O13, �° °� 1 ARE REFERENCED EXISTNGELEVATIONSARE SHOWN T THUS: 1�BB DATUM 0 GA j �p 0% o� y OS �y5 G� N* N� 200 o0e Spl� 0 o \\ fc Nc M°N' N/0RICgA BR)SON \\o CKAAg1L Nom yG wA.�`1 - \ 00 .00 GONG 001 S 69 13 1 /p/,'1401 L0 14/10/,'1401"0 w140 .._..__` T _�(�j, a� N 15 � O SPR EAT�F�[2 ��CQRDJV�t6�AS IMUMRED tP BY THE D APPROVED 'a0� iMFOR S E BY THE N bkND TIT E U1noN. G , 7 904- V •OO � I u y ry UNAUTHORIZED � — N.Y.S. Lie. No. 50467 'I( UTHORIZED ALTERATION OR ADDITION TO SECTION 72009 SURVEY NEW YORK STATE ■ COPIES OF UW Nathan Taft Corwin III O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. LS. TITLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A. Ingegno LS. LENDING INSTRUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSn— Title Surveys —Subdivisions — Site Plans — Construction Layout 1 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENT THE EXISTENCE NT RIGHT OF WAYSS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 ��'� D+•' SURVEY OF PROPERTY %�y `�'�,�' D R �0 V SITUATED AT ,y, V n LAUREL 1;S V TOWN OF SOUTHOLD o�Fy SEP 1 9 2017 SUFFOLK COUNTY, NEW YORK o�' �� S.C. TAX No. 1000-126-03-05 � BUILDING DEPT. SCALE 1"=40' ' JANUARY 20, 2005 Gy TOWN OF S®Ury'HOLD FEBRUARY 28, 2005 REVISED PROPOSED SANITARY SYSTEM y JUNE 5, 2016 UPDATE do ADD PROPOSED HOUSE AUGUST 29, 2016 FOUNDATION LOCATION O� JUNE 16, 2017 FINAL SURVEY S. p4j AREA = 19,208 sq. ft. agMoN 0.441 ac. O�F CRI �g416, oN° %p 1 9Z tai ICK >��ACRI c i sD.o r0 u>`��, FSUFFOLK COUNTY DEPARTMENT OF HEALTH S[�RaCERTIFIED T0: N D MAR�pcpN� 6 i� yy�i� �6�. Q �iy rPRUl�rao C?;=Cat�STRIJCTE®}� MICHAEL PISCATELLI ` oASINGLE FAMILY RESIDECEF®R HEATHER PISCATELLI I ALLSTATEABSTRACT CORP. _ F9.5,Ref. ® WART TITLE INSURANCE COMPANY 0� t^ r y�tn I y� ° H N '09 13�1 \ IC. �� o 111011011110 p°°� < $��`� J U' The eee�ge�Sposal and crater s al '� s eed sn&cr cerG,led by ft eM �CMaS a8 fts 1=6on have®t=een �'°w\fs r C� 34a w a 0 ry d1A�ilC01�U rt cftt or cg*r agencLos and i �s�-F aria FOR,� ft to E C-E N •�,°y 18.3 poA��(t �� �, 5� � '� O � •� ®E®R®g6.NOvTES. 'a �(.N' O` ! 1. ELEVATIONS ARE REFERENCED TO AN N.A.V.D. 1988 DATUM C Y,q d o W�� 35 �N �lC —Of •10 EXISTING ELEVATIONS ARE SHOWN THUS:MP AUGGN�N, �� p oEGK s.�,��' /° 201 <6 N � 00o w �o ' o G �O ��/� a p00�AN� • o?o`n Wc� s `'� 1&t FCJ���c� O Ce®� lam' SUFF°00.HEAL H S . c° SEPTIC SYSTEM TIE MEASUREMENTS o, s��� w �� - I ®F�9���F��9AST�.�r�' �� 0 4 010 wNE X96 �y HOUSE HOUSE G `�� & ogyp' CORNER Q CORNER Q (�-- cNo 9rV� Lj�ILYOWi�eC �p•1f��$0 4 SEPTIC TANK 22' 3-7,'C & gCCf1COVERN/ Ip'ftD t' R I e LEACHING POOL aN` ° COVER 1 35' 40, LEACHING POOL O COVER 2 29' 26' O, fo Na �`oN• 3+�0 c 569 1 NIpNGELLO TEST HOLE DATA (TEST HOLE DUG BY McDONALO GEOSCIENCE ON DECEMBER 31, 2004) ° O• EL 18.5' 0, j� PREP 4N.A000RDANCE WITH THE MINIMUM SrANDO LIHED BROWN SILTY SAND SM AEE((RDgqS F�O�SR¢TfILD AppPPpI�LSIJRVa AD AND ADOPTED �< Oi 2.5' IE�EINt�YORK STATE LAND C 0, PALE BROWN FINE SAND SP i � � t I _ � 4'Z�----------13.8'HIGHEST EXPECTED GROUND WATER < — TEST WELL No. USGS 4p54o 407 1 01 69.1 - � EL 3.1' 15.4' �O^ WATER IN PALE BROWN FINE SAND SP N.Y.S. Lic. No. 50467 h• 17' UNAUTHORIZED ALTERATION OR ADDITION ° TO THIS SURVEY IS A VIOLATION OF Nathan ft Corwin III EDU¶TICA ON2L09 AW.F THE NEW YORK STATE O v COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. - LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS I— Title Surveys —SUbdUSIan9 — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE RIGHT OF WAYS OFFICES LOCATEO AT MAILING ADDRESS T ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 �.�.��"l'- C�.F'.+� rFL3�?{o� DAT : I iiii",I C-4 FEb!,U� ..w , r Y-1 F3J AT 'T It i I I 'l REVISIONS DATE B fii�O,�Fy Il p,��j 70 4 FOP' TP17�: -T 7(", �O 2 12 12 FOLLCVii -1 - 41"10 'Nc'Fjr-CT F15 CA FfU I Rf V. 6130116 LLY 1. FOUf�C%\1IOiJ RECUiFIED TV,;O SHINGLES 8rcv,(,-FETC- FOR POUPE-D " 2. ROU011-1 - FRW,11tiC-1 P, 12 12 12 SHINGLES SHINGLE 3. r I x Ll?RAKE (TYP.) 4. RIAL CC)tlrzTRIX;-110�� �,IUST 8 8 8 �liFl,-TE FOR C.O. r C LINE OF ROOF CC% I , _E TRE SADDLE BEYOND oi�w I 1AHT ALL CONSTRiUCTiON 4 OF THE CONS OF��'�VV T- U U [�'SIBLF- F(;R These drawings have been reviewed SHINGLE ROOF YORK STATI:. NOTI RC-Si'0!' - and revised to meet requirements of RETUR I x 8 FASCIA (TYP.) C 2 -11 COtISTRUCTION ERROF S, the Building Code of New York State 2 SIM. .1 1 S/M. DESlui L I -4"CROWN OVER SIM. 00 SIDING INE OF WALL 20 10. The use of these drai FRIEZE 1 1 x 8 FRIEZE W1 BEYOND have been authorized be FBA, mc. RETUR PANEL MOULDING (TYP.) Copyright protection remains for the I original material provided y rank SIDING ( — - IBetz Associates,.lnc. 514 x 6 TRIM ®lily � � ® ® � � _ tAr P-rl. T!Irb TF ti�ict 1'(-- at 7i`54�,� 1 efoft. FMI, N,Will,01,'i Cort tloln ISIDING %r. %, .a.f C ✓� ij ,, LINE OF th WALL DRIPCAP OVER -YP.) Lj Cy) BEYOND 514 x 10 BAND (7 BRICK WATER TA SL E- z Lzi 514 x 4 CORNER 514 x 4 CORNER SEE DET, 5, SHT. I TYP.) BOARDS (T r BOARDS (TYP.) DRIPCAP OVER DRIPCAP OVER I x 10 BAND CANTILEVERED I x 10 BAND RE 10"LOAD BEARING 514 x 4 CORNER 00 RETURN PROWDE SUPPORTFC BOARDS TYA?J--1 -- CHIMNEY PORCH AND STEPS TO' COLUMN OVER 20"x 38" ( T- LD JOHNSON ARCHITECT BEYONDBRICK PEDESTAL-SEE GRADE AS REQ D. DET, 3, SHT.4 TYP) 15 L OfR T-Y A Vf.,POR Tiii ON, NY 631 (527-0110 0) LEFT ELEVATION S r R E P- I- L Cicl- -0" ----------- REAR ELEVATION RIGHT ELEVATION -%Fl. I NLA%Nr-UL I') b U I Ln 'ITI-!( j I I I CERTIFUTE ;F (-%C Ir -- ----- ILI U PA N!Gy C) 0 � U <0 (ID w �4 12 SHROOFING FEL T 12 1,NGLES SHINGLES SHINGLES % ROOFING FELT ROOFING FELT 1115/ PLYWOOD DECKING -j _3 PL YWOOD DECKING 12 PLYWOOD DECKING SHAKE SIDING 2xii8RAFTERS 8 --1 LLJ C) 2 x 8 RAFTERS OR.AS REQD. TPIUSS PLACARDING REQUIRED LU (L/ OR AS REQD. SHEATH/NG THING > 2 x 8 RAFTERS --) OR AS REQD. 8 FLASHING SHEATH/NG rLW�7,ER CEF?'rl:r/jf.I i Q) u� < BLOCKINGASREQD. STANDING SEAM 1NS,UL4T(ONASREQD. SIDING M!LV,.D ­ NG 0 --1 TO ALIGN FASCIAS. SEE METAL ROOF 2x8 CL 2x,8CEILING PLYWOOD INSULATION AS REQ COCo"'ffEfl"r- V-4" PLUMS, Ln \ G. JOISTS JOISTORASREQD. ,V DETAIL 1,SHEET I ROOFING FEL T OR AS REQD ✓ CERTIFICATt&occum - L kavp PLL.PLO' NEED INSULATIONASREQV INSULATIONASREQV PLYWOOD DECKING INSULATION SOLDER USED IN WATER 8,11111 Pj ER I-li"-c0\JEhlN G 2x 8 CEILING 2x8CEILING AS REQ' SHEEA THING DRIPCAP OVER _TING BF _FOF E JOIST OR AS REQD. JOIST ORASREQD. 2 x 6 RAFTERS Ix,8FASCIA 514 x 10 BAND CA'Al"ror (n SHEATHING OR AS REQD. %; --- SHEA THING I x 8 FASCIA GU17TER FLASHING 2110 OF 1%LEI i. I x 8 FASCIA I x 8 FASCIA GUTTER S T ------ 112"CHAMFER GUTTER GUTTER SOFFIT U) w SOFFIT SOFFIT FLR. SYSTEM 4 x 4 DECOi VE 91, MIN. 112"REVEAL FOUNDATION MIN. 112"REVEAL MIN. 112"REVEAL WOOD BRACKET MIN. 112"REVEAL COWT VENT AS REQ D. 2x,40UTLOOKER CONT, VENT CONT VENT CONT VENT BED y PROFILE 2 x 4 OUTL OOKER 2x 4 OUTL OOKER 2x 4 OUTL OOKER CROWN MOULDING CROWN MOULDING CROWN MOULDING h N I x 8 FRIEZE I x 8 FRIEZEI x 8 FRIEZE T -1 N N 0 0 PANEL MOULDING 9 SID711VG co PANEL MOULDING - PANEL MOULDING cq 00 SIDING FLASHING C,`) 04 00 SIDING - Z SIDING BRICKMOULDING Q 0 A 514 x 6 TRIM r5 BRACKET FLASHING WATERTABLE DETAIL r6 CKET DETAIL FLASHING FLASHING 514 x 6 TRIM 00 514 x 6 TRIM 00 00 rz uj 1, 00 �l �l Lu�, 314"= 1�-O" Cl) LUZ co 314 WW WW WW b TT zoZZ io ZZ zo z < CORNICE DETAIL 2 CORNICE DETAIL 3 CORNICE DETAIL 4 CORNICE DETAIL 314 314"= 1=O" 1 314 1 ii-O" 314 1 t..O" 0 D— NOTE. WHEN TWO ROOFS INTERSECT WITH 11 DIFFERENT ROOF PITCHES, BLOCK Top OF RIDGE VENT STUD WALLS AS REQD. TO LINEUP FASCIAS > 0 R/ SHINGLES A T A MINIMUM OF I'-O-0 VERHA NGJ 0 0 1.O"OVERHANG (TYP.) LU R/ -— — — —-—-—-— - — —-—-— — — — — —-—-—-— —-— —-—-—-—-—-— —-—-—-—-— — — —-—-—-— —-—-—-—-—-—-—-— — — —-— —-—-— — — — —-—-—-—-—-—-— —-—-—-— — — — —-— —--- — — —-— —-—-—-—- - — — —-—-—-— —-—-—-—-—-—-— — —- - - - - - - - - - - -- - - - - - - — --- — ----- ----- --- — — ------- — --- — — — ----- ------- — < NOTE. RAFTERSARE 0 - —-— —-— — — — —-—-— — —-—-— —-—-—-—-—-—-—-—-— —-—-— —-—-—-—-—-— —-—-— — —-— —. PITCHED FROM TOP < 0 ............- - __j OF CEILING JOISTS a_ SADDLE -— — —-— —-— —-—-—-—-—-—-— —-—-—-- - - - - - - - - - Lij < t-) — — —-—-—-—-—-—-— —-—-— —-—-—-—-— — —-— —-—-— —-—-— — 2020FIXED— SEEDETAILS 0 TRIPLE Lu < Lij CD - — —-— —-— —-—-—-— —-—-—-— - M (-D -— — — —-—-— 12— — —-—-—-—-—-—-- TOP OF Ci JOIST u Cn 00 N 2ND FLOOR 0 0 00 0 ...... -—-— —-— D 10— — —.— — — �5 M LL] Ld CD M LO 24'118"TWIN 00 —1 00 LOUV W0 VENTS = -) �i - 12 —(0 12- 4"WOOD BRACKETS- < 0 -—-— —-—-—-— W ...... SEE DET. 6, SHT, I (TYP.) 00� < 0 z —-— — —-—-— —- V) n - —-—-—- to 0 W W -lizi- cn 0 WOOD SHAKE RIDGE VENT SIDING (TYP) 0 C-) L-iJ lx8RAKE LL- Lr) ......— — —-—-—-—-—-—- (TYP.) 00 (D Ln 4..CROWN OVER -- - — ----------- --- --- --- --- — — --- --- --- — 0 — — — — — — —-— —-—-— — — — —-—-—-— —-—-—-—- 3 I x 8 FRIEZE (TYP)) CD 41-911 22'-0" z < 2ND FLOOR LEVEL 1ST FLOOR PL. STANDING SEA M METAL ROOF RETURN Elli E] \-4"CROWN OVER I x 8 FRIEZE Wi BY: PLD CK: KX`W PANEL MOULDING (TYP) 1 x 8FASCIA (TYP.) OC) SIDING (TYP) 514 x 6 TRIM (TYP.) D A TE: 2--18-03 0 514 x 8 CORNER I—BOARDS (TYP.) DRIPCAP OVER 514 x 10 BAND (TYP) SHEET: 1ST FLOOR LEVEL TFI BASEMENT PL. co IG"LOAD BEAR/NG 112 THREADED ROD FOAi ROOF PLAN COLUMN OVER 20"x 38" SIMPSON STRONG ROD BRICK PEDESTAL-SEE URL IFT RESTRAINT SYSTEM DET 3,SHT 4 (TYP.) 4 (TYP.) 3 1=0" FRONT ELEVATION °' -118TO BSMT. �4 )v FLR. LEVEL PROVIDE SUPPORT FOR PORCHAND STEPS TO 114 GRADE AS REQD. OF: 8 REVISIONS DATE BY F15CATELL/REV. 6/30//6 LDJ 591-011 15'-0" 151-0" 291-011 ----------- 2 41-1011 5'-4" 4'-10" 4'-5" 10, These drawing5 have been reviewed and revl5ed to meet requlrement5 of TYP. FOR 7 the Building Code of New York State COR2010. The use of these draWing5 N have been authorized be FBA, Inc. Copyright protection remam5 for the original material provided by Frank Betz A55003te5, Inc. `— M 171 7. ROOF RAFTER = I BEAM POCKET: I r I o\ RIDGE BEAM O Ln I I - — — I I _ r`J STEPA5 51 EALLOD. WALL 6"W.X I 0 1/2"D. ... STEP DOWN FOUND. WALL I L N I L AS 5/TE ALLOWS __JJ — STEEL CONNECTOR — — — — — / �N°N I N o I LD JOHNSON ARCHITECT Slmp5on 5tlrong-Tie STU 1/2 / � 1l5L13ERTYAVE,PORTJEFFER5ON, NY H2 BEARING I 8"POURffD CONC. BEAM POCKET: 63/ 627-0/lO WALL (7Y/P.) 7 112"W.X 10 1/2"D. PLATE g" 1 - 1 1/4" 15-5 112" I -G" 3'-8" 1 2'-1 1 1/4'� 8 ROOF TO WALL DETAIL - _ - - 5/8" lZS X 8" ANCH. "s„ \ � I o BOLTS @ G' O.C. - 2 NTS 2) 2 x BEAM A MIN. OF ONE ANCHOR BOLT / - g SHALL BE \ I m 0 I m 112" ROD i RIDGE STRAP REQUIRED THREADED ROD PROVIDED M E C O I I \ m "' �� \. �I I I I N ~� FOR STU 1/2 I \ ( F-3.5 END PLATE (I STY. _ _ I \ �- -] _ I U Q CNW SECTION) I ` — �� I - J 0 COUPLER NUT i� ROOF RAFTER MIN. EDGE �� RIDGE BEAM DISTANCE l w I \ eco Q \ F3.5 F3� \ / Q� / _� N u J Lu O RIDGE STRAPPING PROVIDE "SIMPSON" `: ~•~ •.?• MIN. END co ��:��.a~' DISTANCE I • ro> F-2.(� �J I F_2I.o � ,- \ �..� � � — STRONG TIE STRAP FROM RAFTER TO RAFTER UNFINISHED I N v T� OVER TOP OF RIDGE BEAM @ I G" O.C. MIN. 18" MI I I _ J EMBEDMENT °� "g I I I •r'° FASTEN W18 N 10' NAILS I <� I J BASEMENT I m \ Ln �--� RIDGE DETAIL COLUMN DETAIL I / Ia4-CONC. mo I I = P.., �- 7 I SLAB W/6"X 6" (v #10/10 W.W.F. OVER 6 MIL. CONT. CONC. ALL U POLY. OVER 4"GRAVEL (TYP.) v , 2 NTS 3/4"= 1'O" AS REG? (TY I m o �� I V� I I 1 CONT, CONCj AS REQ D. (7YP.) ,OSP P OSP O\P P O\P I SW/TUH 3��� F 2'.Og' F-2.0"x' I I/4 x20GA-G 185 GALV. --- F- .0 3° O\P � F 2.0 "�°"O\P•,�• FRAME I I �.F i F 3.oI L_• � I f-3-2iI I �� STRAP W/ 7) 8d COM. I WALL NAILS IN EA. END @ I G" I I/4"x20GA-G 185 GALV. STRAP WITH O.C. LAP STRAP UNDER 7) 8d COM. NAILS IN I G'-7 3/4" 1 2'-5 1/2" G'-3 1/2" 1 2'-10" 3'-G" 3'-8" 13'-7 1/4" BTM. OF SILL AND NAIL FRAME WALL I EACH END @ I G" O.C. Q I O FLOOR m Im LAP STRAP UNDER BTM. � HV C�4r JOISTS OF SILL AND NAIL i� _ > _ un /2" CDX PLYWOOD SHEATHING TERMITE I J _ SHIELD (4) 1 Od NAILS x \ I I W Q L/N OF \ � d I I I ro FL OR ABOi1E (4; I Od NAILS I I m r EACH(PLATE) I• SILL SEALER L(n N x? x Q / x g \ )e C N N 5/8" 0 ANCHOR BOLT �' - L SILL SEALER '` _ _ 5/8" O ANCHOR BOLT I W/B.PP. 2-1/FOUND. U2-1/2" x 1/4 m o `� VV/D.P. 2-1/2 x 2-1/2 x /4 SEE ROP. O D. L N I - Imo I m — I W SHRELIDE `' SEE PROP. FOUND. PLAN ON SHEET A-2 N N \ N N �� N N I I-- I I J ON SHEET A-I — — I I I — — — — — — — — 1 —1 I (L U w PORCH LEDGE r C9 I I BEAM POCKET: AS REQ O. TYP-) 5 W X 1 0�'D J I \ I 51LLDETAIL 5LABDETAIL r N 5 2 NTS 2 3/4"= 1=0" — — — — — — — — — — — — — — — — — I LLJ \J \J `" NOTE.DROP FOUNDATION WALL UNDER GARAGE SLAB 4"FROM MAIN I FOUNDATION WALLS I TOP OF PLATE TOP OF CONC. WALL I ( (�1 , PORCH I W i— SLAB 2 I Q HORIZONTAL REINFORCEMENT Q ONE #4 STEEL BAK WITHIN 2" f I FINISH BELOW I O O 1- FINISH FLOOR I OF THE TOP OF WALL =N i ONE #4 STEEL BAR AT EA. THIRD SLOPE POINT — —• s—cAe - W .I�- — T TURNED--\I N L DOWN J= I _ I. I SLAB m I' VERTICAL REINFORCEMENT I - N #G STEEL BARS @ 3G" O.C. I_ I I p z < O � O � 5" GARAGE SLAB I - m - 8'_1 I'-4" 7'_4'1 I'-4" g_4 2' 21' z / I' G" Q TOP OF FOOTING I 01 .11 01 01 4' CONC. SLAWF. VER 6 M" O W O Q � I #10/10 W.W.F. OVER 6 MIL. _ I 1 I POL Y. OVER 4"GRAVEL (TYP) LLI U m O 00 •~ o O C I -8" PORCHAND STEPS TO 0 00 GRADE AS REQ D. I W m W co \� < 00 W U) O BASEMENT WALL REINFORCEMENT DETAIL 1 I Q o N , 114"= 1'O" 4 I I � z � W O I — — — — — — — — — — — — — O UL in Y O LO � ® N% O 4"CONC. SLAB W/ z 6"x6"#10/10W.WF. U) C�' S/D/N El 1 1/2"CONC. Q CUR NANLED FIN.FLR. PORT/ON N I- PORCH SLA G'-G" 3 I'-G" BY:PLD CK:KKw T_ GARAGE SLAB 38'-0" 2 1'-0" 01 rid: LEAR SPAN 17 MAX.. I I—I I 1=111 . 551-011 RETA DE DATE: 2-18-03 —I =1111 r. • • . (1) #4 REBAR III 30"MIN. : ;r:.. +-:••;: III=1111 11=1�II=1�111 REBAR '.'.'''"`•` " /N SHEAR CONE _ LENGTH ;:' 'J. 12"MIN. REBAR 4"STONE II II�III I I : I I�II�I�11111I�1. i LENGT/-/) BASE I I= =III III I- =1111=1111 SHEET: 11=11_11=III ' 112"MIN. STHD14FRJFROM VIII=1111 CORNER RIM Joist Ins-tattation III v 2 WIND CORNER DETAIL SLAB DETAIL FOOT/NG SCHEDULE 2 3/4"= 1=0" 3/4"= 1'O" F-2.0 2'-C"X 2'-O"X / o"D. CONC. FOOT/NG F-.3.0 3'-0"X 3'-O"X l'-6"D. CONC. FOOT/NG W/2)#5 STL. BA2S EA. WAY B A5 E M E N T FOUNDATION �'LA N F-3.5 3'-6"X 3'-6"X I'-6"O. CONC. FOOT/NG W/3)#5 STL BARS EA. WA7✓ 1/4••= .1'l 0" OF: 8 REVISIONS DATE BY 591-011 PISCA MLL/REV. 6130116 Md 01 15'-0" 15'-011 29'-0" 70, 4'-10" 5'-4" 4'-1 O" I I'-8" 3'-2 112" 13'-G 1/2" NOTE. ALL CEILING 1O/STS AND RAFTER BRACING TO BEAR ON LOAD 10 BEARING WALLS DESIGNED TO CARRY LOAD THRLI ALL LE'✓ELS AND 2'-2 3/4" 2'-2 I/2' TERMINATE AT FOUNDATION AND BE SUPPORTED BY THICKENED 7'-G" 7'-0" 5'-1 1 3/4" SLAB GRADE BEAM OR FOOTING DESIGNED TO CARRY LOAD. These drawmg5 have been reviewed 6080 LID/NG and revised to meet requirements of 2462 OH DOOR2462 DH W P 2462 TRIPLE the Budding Code of New York State @ T-l l 3/8" @ T-/ / 3/8" @ T-Ill �," 2862 TW/N SIE 2010. The use of these drawings R. HT. HDR. T. HDR. l IT. I @ 7'-/ / 3/8" _ / 318" HDR. HT. DR HT have been authorized be FBA, Inc. Copyright protection remam5 for the n In original material provided by Frank CRIT/CAL-SEE �D 2-8 FR. W/ I Betz A550C,I Tn ` -T SECT/ON FOR \ N Ln 12 N WALL HEIGHT MASTER - 2462 ✓ 24 2 W/ \ I ��� O 24"TRANS. 24" TRANS I --- SUITE HDR. HT. 42"FPL. HDFI- HT- (5 SH.). 171-411 \ DREW/RE .5 TARTER 9-o"OF I `� 12",5 J/. BAR 2-0 LD JOHNSON AR CHITECT FOR CLG. CEILING N OVER 42" H/GH D E D KM . 63/ 8209T/0 % / l l5 L/BERTYAI/E,PORTJEFFERSON, NY 3'-6" 3'_ 0" N 1 FAN/L/GHT BSRA EQDALL 74"x /6"HEARTH N KNEEWAL�,-G 11211 I �f--tPr-/ m < - 2-6 4'-0 /2" 9'-2 112'. WALL ? �\ 0 f=AM I LY ROO M 0 T4m ,. _ LZ 13 / 7/8"HIGH CEILING -1 N LINEN 42 SLOPED LINE OF 8'-O" / 1 N I / 4 GA (5 S O CEILING CEILING STU Z(� 3'-5 112" PREWIRE I DBL. _ �� N I� O 2 2'-0" VLO5--2 I 23-2 1/2 I FOR CLG. C9 5/NK LQ 2-0 4. FAN/LIGHT - - C 2 - t - q> 4 0 BEAM AS REQ D. \` / BEAM AS 2E0� N 2-4 D AT f� O SEE F-3 SEE F-.3 O N = m�Z - - 3-O FRENC SEAT @ DOOR I,�"A.F. : I %� CA STU W c� TO 5WITC O BELOW / in a7 2 c0 it ICE A ' N� i -� SIE m ]' \ �� I -G \ MAKE REF. Z v r^ Q LINE_` IN = ABOVE L G CO BRACE WALL 42 67 = c-<.- _...._,_:•<.. N N -LASS\�EENCL. LINE OF I / As REQ' OVER HA2" � J-O" CE/LIN =1N D E D RM. H/GH KNEEWAL J _ _ �}- N p N m I N Z� \ \ j N \ N T N t I N 2-8 C.O.\ M . BATH - N 2 BELOW r.OA 2-4 Q�Q J / _ 2 ---� BDRM. 2 O - I N 2- , 4. I .C C.-2 SOFFIT/GH SOFFIT(TYP.) I 2�Q it _ - / LAU N D. 00 FOYER N I W. I .C.-3 -----------, = Q 2' I " 13 / 718"HIGH L sLOPE �--� LINE OF 8'-O" �t \ I cV CE/L/NG I N n-J CEILING I Ln SLOPED W I SLOPED I 2-O x 3-O DINING ` W D CEILIN DAT I�1 CEILING % w r-..�_ ACCI Ss N 3-0 OR. W/ 10" \ ? ---- I W. I .C. V J /2 f T O L------- _ 0 m E - _ F 2020 NSROOM 'I JI WI _ 11 ' '' I � N 2 OA SINK (, W UJ H/GH WALLY --J STUB Lam- O - - - 8-0" 5'-3.. N ,..., DBL. O J I/ 2 I/2 % ALT. WH. WALL m Z z 2462 TWIN W/ J 2" TRANS. 2462 TWIN W/ 12" TRA S. LOCAT/O 5'o- 41- 11 AND G"MULLIO AND 6"MULLION O T 2 z � f 3-3 G-3 I/2 BRACE WALL—- I 3'-0" G'-I" W �. _._.J Q --� AS REC?V. \ L Q 3-8' 17'-41 = / PORCH I)LAYERS FIRECODE GIP.WALL C OLTAGE O BD.FIN15HED UP TO UNDER5IDE O W Q \ 12 \ _ . OF THE ROOF DECK WITH 2 I 7" 5MOKE TIGHT JOINT I Q ( 1 I 1'-5 11 12" G'-0" 1 2'-2" �J CL W W BEAM AS REO'D. t� 1 i (� SEEF3 I� I lL V J D ATTIC . _ �� k 5 - COLUMN OVER 20"x 38" r N LO BR/CK PEDESTAL- SEE I O O - 5 DET. 3, SHT. 4 (7YP.) Z CE/Li OUTLET O _� N Q I -G" 1 DOOR O NER z O 9'-2" I -G \ I U J 0f 8 9 I G T-2" I G �c I �I a_ < O ro Q I� GARAGE - w _ Q W O Y 1 o LTJ LLJ0 00 1 W U' m � � 00 I- LLJ D 0° 4 0 \� Q � < o ? 12'-0" Q O (,n O LLJ W d O O Z .� N U v 0 w o� 2652 2052 O O L0 SECOND FLOOD PLAN C � c� 381Ld -0" 2 1'-0" o 59'-0" BY:,-Lo CK:KKW EI KST ELOOK PLAN GENERAL NOTES GENERAL FRAMING NOTES WINDOW NOTES: /14" _ / ,_0„ 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE 1. ALL FRAMED WALL DIMENSIONS ARE BASED ON 2 x 4 STUDS UNLESS 1. DOUBLE GLAZED WITH.32 U VALUE. DATE:2-1,5-o3 NATIONAL,STATE,AND LOCAL CODES,REGULATIONS,AND H.U.D.M.P.S. NOTED OTHERWISE.PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS. 2. OVERALL UNIT DIMENSIONS SHOWN ON PLAN 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE 2• ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW. ARE HEIGHT,WIDTH. BEFORE BEGINING CONSTRUCTION.ANY'DISCREPANCIES SHALL BE 3. ALL HEADERS SHALL BE 2-2x10#2 SYP.WITH 1/2"PLYWOOD 3. WINDOWS SHOWN WITH AN " "ARE TO MEET REPORTED TO OWNER FOR JUSTIFICATION PLATE BETWEEN UNLESS NOTED OTHERWISE. CODE REQ.FOR EGRESS: AND/OR CORRECTION BEFORE PROCEEDING WITH WORK.CONTRACTORS 4. FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL MAX.SILL HT.: 44" 5QUARE FOOTAGE PARALLEL TO JOIST DIRECTION. SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED. 5. PROVIDE CROSS BRIDGING AT MID POINT OF SPAN OR V-0" MIN.NET CLEAR OPENING: 1ST FLOOR 5 S.F. SHEET: 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. O.C.MAXIMUM IN ALL FLOORS. MIN.OPENING HEIGHT: 24" FIRST FLOOR 2073 5Q. FT. 4. ALL FOOTINGS TO BE BELOW FROST LINE: (SEE LOCAL CODE) AND MUST 6. FLOOR DECKING TO BE APA 24 RATED 23/32"T&G PLYWOOD MIN.OPENING WIDTH: 20" REST ON UNDISTURBED SOIL CAPABLE C)F HANDLING THE BUILDING. EXPOSURE 1 GLUED AND NAILED PER MANUFACTURERS SPECIFICATIONS. 4.WINDOW DESIGNATIONS SHOWN OPT. 5EC0/VD FLR. 350,5a. FT" CONSULT LOCAL ENGINEER FOR PROPEIR FOOTING AND REINFORCING SIZES. 7. EXTERIOR SHEATHING TO BE CONTINUOUS APA RATED 32/16 7/16"OSB 5. CONTRACTOR SHALL INSURE COMPATIBIILITY OF THE BUILDING WITH ALL EXPOSURE 1.NAILING SCHEDULE TO BE 8d COMMONS AT 6"O.C.AT ARE '400-SERIES'ANDERSON. SITE REQUIREMENTS. ALL EDGES AND 8d COMMONS AT 12"O.C.AT ALL INTERMEDIATE STUDS. 5.PROVIDE INSECT SCREENS. TOTAL 2423 5Q, FT. 6. IF BACKFILL EXCEEDS 4'AGAINST ANY FOUNDATION WALL,REINFORCE 8. PROVIDE DOUBLE 2x8 STRONGBACK AT MID SPAN FOR CEILING JOISTS 6.WOOD RETURNS AT HEAD AND JAMBS. AS PER CODE- WITH SPAN GREATER THAN 10'-0". WOOD SILL AND STOOL 7. ALL FOUNDATION AND STRUCTURAL MRABERS SHOULD BE VERIFIED AND 9. PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS RIDGE BOARD AND CEILING JOISTS AT 4'-0"O.C.MAXIMUM. 7.THE BUILDING IS LOCATED IN A WIND DEBRIS REGION OCCURING DUE TO A WIDE VARIANCE IN LOCAL CODES,SOIL BEARING 10. HIP,VALLEY RAFTERS,AND RIDGE BOARDS SHALL BE ONE"2x"SIZE GLAZED OPENINGS SHALL MEET THE REQUIREMENTS CONDITIONS,FROST LINE DEPTHS,GEOLOGICAL AND WEATHER CONDITIONS, LARGER THAN RAFTERS. OF THE LARGE MISSILE TEST OF ASTM E 1996 AND ETC.THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING 11. ROOF SHEATHING TO BE APA 16 RATED 1/2"PLYWOOD COX ASTM E 1886. ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES EXPOSURE 1 INSTALLED PER MANUFACTURERS SPECIFICATIONS. AND TO INSURE A QUALITY AND SAFE STIRUCTURE. 13. ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD BEARING 8. ALL WOOD,CONCRETE,AND STEEL STRUCTURAL MEMBERS SHALL BE OF A WALLS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND TERMINATE AT GOOD GRADE AND QUALITY AND MEET AILL NATIONAL,STATE,AND LOCAL BASEMENT FLOOR AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM BUILDING CODES WHERE APPLICABLE. OR FOOTING DESIGNED TO CARRY LOAD. 9. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS AND SHOULD EXTEND DOWN THRU THE LEVELS BELOW AND TERMINATE AT NOTE:ALL ANGLES ARE 45 THE BASEMENT FLOOR OR AT OTHER BEARING POINTS DESIGNED TO CARRY NOT ff,5 OTHERWISE NOTED THE LOAD. OF: 0 REVISIONS DATE BY F15CATELL/REV. 6/30//6 LO-1 W3924 W3342 L/NE OF CLG. W1842 W3030 W2442 W2742 r W3030 W3330 W30427�7r 1 (V FAMILY 3 00ZBIEAKFAST BEYOND� BEYOND r / 1 M i M M/RRO 12"SERV. BAR MIRROR TUB/ i i i O i i MIRROR SHOWER 1 O These drawings have been reviewed OVER 42"HIGH VENT 1 (0 1 M 1 and revised to meet rectuirements of KNEEWAL HOOD 1 1 Ojj /r O ll the Building Code of New York State G REFR/G. r- �DEST _ g SPACE 201 0. The use of these drawin s 0 0 0 00 WASHER AND OD _ DRYER SPAC 0 � 1 0 � _ Copyright protection remains for the have been authorized e , mc. 0 p O 00 original material provided by Frank 1 .1 _ (V Betz Assoaate��., O c, SFD42U B27 B36 RANGE BD24 B1 TO/LET TO/LET B1 DW 642 SB30 VB042 F/LLE KITCHEN ELEVATIONS LAUN . ELEV. PDR. ELEV. BATH ELEV. i 114"= 1'-O" 1/4"= 1-O" 1/4"= 1'-O" REV/S/ON NOT SHOWN 1:2n LD JOHNSON ARCHITECT l l5 Ll6EKTYAVE,P097-/EPPEK50N, NY 12 12 631 627-01/0 10 10 PL- Ln Z � O rr ll Q O F--� V /r co J /r �T O SHWR. V 30"x 42"x 42" ill � T W 60"x42" J � 42" TUB/ 1� MIRROR r Z V MIRROR V MIRROR SHOWER I /r 0O v SEATO 00 v W W 00 D L JEl 0 iv 0 O Q GARD TUB - O u S T G PANE GLASS SNCL. VB030 TO/LET V J END VBD42 LINEN VBD30 OVER 4'2 H/GH KNEEWALL MASTER BATH ELEVATIONS OPT. BATH ELEV. 1/4"= 1'O" 7'-5 1/4" 2'-0" V J MAIN BODY PITCHES 47'-0" 3 INSULATION 13 7 /NSULAT/ON L 2 x 8 CEILING O JO/ST. } SHAKE SIDING 12 12 FLASH/NG SHINGLES 8 8 12 >'r ROOF/NG FELT a8 PL YWOOD DECK/NG W 2 x 6 RAFTERS COLLAR TIES '%:;f/ v J r; SHEATHING AS READ. (� TOP OF CL G. JOIST Z 3 1/2"R-13 BEAR/NG PLATE Y 2N0 FLOOR PL. INSULATION ���S�N BEAMAS REQD� O O i, . ii NOTE. RAFTERS ARE pL / CEILING 1 x 8 FASCIA PITCHED FROM TOP JOIST GUTTER OF CEILING JO/STS AS REQ D. 1/2"THREADED ROD SEE DETAILS _ BLOCK/NG ♦� W CEILING JOISTAND AS REQ D. SOFF/T LU RAFTERS AS REQ' 2 x 6 CE/L/NG JO/S S 7 ✓,• TOP OF CLG. JOIST @ 16"0.C. 1 x 12 FR/EZ MIN. 1/2"REVEAL U ) OPEN )' „ 1ST FLOOR PL- RAIL CONT. VENT s, r. 0y� 1 STAIRS: 2 x 4 OUTLOOKER BRACE WALL BRACE WALL CROWN MOULD/NG AS REG?D• AS REQ D. CEILING 16 RISERS 7 7/16" FLOOR TREADS 10" JO/ST JOISTAS 1 x 8 FRIEZE FAMILY DOOM AS RE REQ D. W (n Q d I`7 FLOOR LEVEL � PANEL MOULD/NG 1=OYE1� rn 1x 10 FRIEZE a O �- — HAND1ST FLOOR PL. V 1/2"M.D.O. PLYWOOD CE/LING ` AS REQ' r CROWN MOULD/NG T PANEL MOULD/NG SLOPE Z ' CEILING � 1 x 12 FRIEZE - PLYWOOD SOFF/T F� O W Q aJ, e O U PANEL MOULD/NG Y W O O BREAKFAST IKITCHEN SIDING \ -Ix"MATERIAL OVER _ 7 n U m - � 00 BEYOND 1 J 3P"CROWN EIVOULID/NG ll 1 O O 00 PORCH � T FLASH/NG O 1/2"THREADED ROD T- m 0 00 DINING ROOM ;tf t 12"SERV. BAR BEYOND 5/4 x 6 TRIM 1 OII UPLIFTORESTRA AIT SYSTEM Q CW) C O I O (n r7 OVER 42"HIGH I � 7STAIR � � W 10"SOLID LOAD BEAR/NG � � tY Q STRINGER W/"1x"MATER/AL (TYP.) O W W Ll KNEEWALL O COLUMN WRAPPED LL {,%;r' ;i BASE CAP 71-1" U o z o FLOOR JOIST STA/RS: W AS REQD. 16 RISERS @ 7 7/16" W WRAP IA "1x" O L� Y Cn 1ST FLOOR LEVEL TREADS @ 10" IST FLOOR LEVEL MATER/AL O ,. is /'�=;r,` HAND/S'/-i/L BASEMENT PL . METAL COLUMN(BASE %' AS REQ l " FLOOR ;` PLYWOOD DECK/NG JOISTA,S FLOOR 2 x 6 STUD -V JO/ST AS TOP OF W WALL (TYP.) REQ D. REQ D. PORCH SLAB CJ 2 x 10 FLOOR JO/STS UNFINISHED " CONT. CONC. f - 00 OR AS REQ D. WALL AS REQ D- / h ?' r STAIR STRINGER 1ST FLOOR LEVEL B Y; PLD C K KKW BASEMENT ' 1 T PORCH SLAB Rb ° GRADE4 CONC. DATE: 4"CONC. SLAB . I SLAB BASEMENT FLR. LEVEL d FLASH/NG WALL AS REQD. ON v � BASEMENT FLR LEVEL =77" 77 - SHEET. '•'` GRADE BEAM / CONT. CONC. �� r "`;,j PORCH LEDGE • CONC. FOUNDATION AS REQ D FTG.AS REQ D. AS REQ D. 7''6'1 TI�AN5VER5E SECTION 2 STAID SECTION _ _ 3 PORCH DETAIL �(144 - 4 = 4 OF: 8 WOODKEY Z OPEC) N Co yyrrigght Frank Betz Associates, Inc. LINE OF WALL AIIPRights Reserved. The Duplication, FACE 12" \ Reproduction, Copying, Sale, Rental, LINE OF WALL 2 x 72 MANTLE W/ C CC � Licensing, or any other distribution or PANEL MOULD EDGE I use of these drawings, any portion �— thereof, or the plans depicted hereon is Strictly Prohibited unless expressly 2 x 1L MANTLE W/ E--�2 x 10 MANTLE W/ authorized in writing b FBA, Inc. PANEL MOULD EDGE 5" CROWN 2 1/2 APRON 4" CROWN OVER RECESSED PANEL PANEL MOULD EDGE g y W/PANEL MOULD 3 9 1/4"" 8„ \ LO 1lx PLINTH OVER CO 4" CROWN WOOD KEY N CO I 8" `0 W/ SL OPED FACE � , 2" RAISED GYP. BD. WOOD G INVERTED BASE CAP 8„ O FRIEZE AND ST/LE � 00 000 N k N O 3/4"FILLET W/ O I FLUTED 7 x 8 PILASTER N 3/4" COVE BELOW I BRICK BEYOND � 10 W I MANTLE MOULD Z 1 1 x 10 WOOD PILASTER c I BRICK SURROUND W i CO N I VARIES \ I SURROUND BEYOND 1 BRICK ARCH AND ( I STEEL LINTEL 8'" IIN.. 7 1/4 O _O O SURROUND I I k I STONE SURROUND- VARIES i — 3/4" V in 1 TILE AS SPEC MARBLE OR I N IO LINE OF BRICK 8'" MIN, 9 1/4" i 3 8 1 \ `n V I BEYOND I `0 � I BASE CAP OVER 1 x 6 � 1 VARIES 8"" 12"" • I a 3/4"" I RAISED BRICK HEARTH- MIN O A N I 7 x 6 BASE W/ 3"-8" RUNNINO W/ ROWLOCKDB S I +� IFLUSH STONE HEARTH- 4-0 N 3/4" COVE MOULD J I COURSE SLATE, MARBLE, OR ABOVE i TILE AS SPEC, LILI[ILILILILIL]i 11 IFT III 111 11 11 11 11 11 FT 11 111 BRICK HEARTH 1 � 00 0000 0000 � I � 00 0000 0��00 0 Ico L PROFILE EL EVA TION PROFILE EL EVA TION PROFILE EL EVA TION FIREPLACE DETAIL A CO FIREPLACE DETAIL B FIREPLACE DETAIL C R/DGE BOARD - SEE FRA119/NG RIDGE BOARD - SEE FRAM/NG • SHINGLES AS SPEC SHINGLES AS SPEC. SH/NGL ES AS SPEC. ROOFING FEL T AS REO D ROOFING FELT ROOFING FEL T AS READ AS REQD 72 PL YWOOD DECKING AS REO D, PL YWOOD DECK/NG AS REOD. PL YWOOD DECKING AS READ VARIES - PER OP T, RAKEMOUL D PITCH VARIES FRAMING DT 16" O.C EL EVA TION OVER 7 x 8 RAKE RAFTERS - SEE FRAMING PI TCH VARIES RAFTERS - SEE FRAMING 4" CROWN OVER NOTE _ MAINTAIN 1 x 8 RAKE BOARD CLEARANCE FOR VE TIL A TION CLEARANCE FOR VENT/L A TION 7 x 8 FRIEZE NOTE MAINTAIN PROPER 2 x 6 END INSUL A TION - - ROOFING MATERIAL - - - INSUL A TION AS REQ D. RAFTER PER ELEVATION 12 AS READ, PL YWOOD SOFFIT V 0 0 5" CROWN OVER 0 1 x 8 FRIEZE OGEE GUTTER OVER 2ND -- L 1�- GUTTER & DOWNSPOUTS 2ND -- GUTTER & DOWNSPOUTS rrn0n O O t 1 x 6 FASCIA 6 � AS SPEC. BLOCKING AS REQD. AS SPEC. BRICK VENEER OR 4"' CROWN OVER STUCCO AS SPEC. 1 x 6 FRIEZE 2 x 4 OUTLOOKER FLR. PL 2 x 4 OUTLOOR:ER SEE ELEVATION SEE CEIL/NG JOIST - l x 8 FASCIA 0 h Qi ! x 8 FASCIA SEE FRAMING CEILING JOIST - 4J EQUAL ELEVATION EQUAL NOTE: BOX CORNICE AQ 1,) a 1"AIR SPACE OUT 5"" W/BRICK � 1"—O 1/2"REVEAL SEE FRAMINGO 1"—O"" 1/2"REVEAL Q � y C � OR STONE ; OD MAY PL YWOOD SOFF/T W/ O Q 0 Q a SHEATHING AS REQD. Q SECOND FL OOR MAY PL YWOOD SOFFIT W/ \ Q SECOND FLOOR VARY CONT. VENT c� O 0 2 x 4 STUDS AT RETURN CROWN- CONT. VENT O C VAR/ES I6" O,C, FRONT VIEW SIDE VIEW BASE AS SPEC. VARY CROWN MOULDING OVER , Cx�FRIEZ BOARD OVER V O V SEE PLAN 00 "7x"FRIEZE BOARD I )- BASE AS SPEC. SUBFL OOR �0 Q W U U Q) a AS REQD. SHEA THING AS REO D. SUBFL OOR I W 0 AS REQD. T Q fi`�� � DETAIL TYPICAL ROOT= i�� TUfi� N D� T � I�. SIDING OR STUCCO AS _L 2ND SPEC, - SEE EL EVA TION FLR L VL I _ 2ND WHE EBRICKOSPEC. NE VENEER FLR LVL SHEA THING AS REQ Z) FLOOR JOIST - FL OOR JOIST - y SEE FRAMING� DOUBLE TOP PLATE SPEC.I -OSEE EL EVA ION C 0 � � C .3/4" = I=0'" 7/2 = 1=0" 1ST SEE ELEVATION SEE FRAM/NG IQ 0 0 IZ c 2 x 4 STUDS AT 76'" O.C. -�� I BR/CK OR STONE VENEER � O Q FLR PL IST U 0 0 CELLDRYWALL L S OR AS REQ D. FLR PL WHERE SPEC - � V J a 0 0 CE/L/NGS & WALLS SEE EL EVA TION W SID/NG OR STUCCO AS SPEC. - SEE ELEVATION 1/2"'DRYWALL ON DOUBLE TOP PLATE co C FIRST FL OOR CEILINGS & WALLS C m a \ Q BRICK OR STONE VENEER O INSULA TION 2 x 4 STUDSI . T 16" O.C, +� J C 2 x 4 STUDS AT 76" O,C. 2 x 4 STUDS AT 16" O.C. NOTE• BRACE TOP OF WALL DURING BACK- 4" CONC. SLAB W/ WHERE SPEC. - c0 k FIRS FLOOR OR AS REO D. y m � O U AS REQ D. OR AS REOD OR AS REQ D. SEE EL EVA TION \ Q —� Q) FILLING AND UNTIL FIRST FLOOR IS I 6"x 6" #70/70 W.W.F. ] O FL OOR JOIST - FRAMED AND DECKED. O Q FINISH FL 0 O a 0 O SEE FRAM I S? INSULA TION SL OPE _ FL OOR FINISH INSUL A T70N AS REO D. j AS SPEC. INSULATION AS REQ D. I/,5"/ 1=0"MIN. 4" CONC SLAB W/ AS SPEC. Q U j O J y q) AS REO 2D. IST 2 x 4 P.T. PLATE - SET SUBFLOOR GARAGE #4 AT 16" O.C. 6"x 6" #10/10 W,W,F IN CONT. BED OF SEALANT AS REOD. I FLOOR JOIST 24 4"STONE BASE FLR LVL �- ; 7/2"'ANCHOR 8 O TS AT 75T SEE FRAM/NG LE � 0 24" 4" CONC. SLAB W/ 24 Q 0 Z 6'-0" O.C. MAX. Q 6"X 6" #70/10 W.W.F. #4 AT 16" O.C. I FLR L VL 2 x 6 P.T. PLATE C V _ _ _ _ _ ASSUMED GRADE I a Q) I,- 0 0 NTS. �-- .- — � _ 24 - = =IIII=IIII � BSMT. NOTE: BRACE TOP OF WALL DURING BACK- / �24 = —IIII=IIII=III PERIMETER INSULATION W/ 0 + a E j PLATE FILLING AND UNTIL FIRST FLOOR IS 3/4 II IIII=IIII=IIII QW PROTECTIVE COVER/NG BSMT. NOTE. BRACE TOP OF WALL C `9 2 x 4 P.T, PLATE - -'- - - FRAMED AND DECKED. W U Q A S REQ DD FLR PL DURING BACKFILLING 0 O 4"STONE 11111=IIII=IIII I ' o I O D AND UNTIL FIRST FLOOR O 0 7/2"ANCHOR BOL T5 AT „ FLOOR JO/ST - � ��\ / BASE IIII=IIII=III J U #4 AT lO"' O.C. HORT, ;; IS FRAMED AND DECKED. L 6=0" 0.C. MAX. I FLASH/NG SEE FRAM/NG I-IIII=III _ J p "• Z 0 0 0 0 Q � - VAPOR '�1= I `'� L VAPOR RETARDER J 1 RETARDER "'. #4 A T 12" O,C. VERT. " O C L ug 0 C #4 A T 10" 0.C, HORT. 2 x 6 P.T. PLATE -7 COMPACTED FILL 8 2 #5 BARS CONT. AS REQD. FOR BRICK k J 1/2"ANCHOR BOL TS AT 0 p C V O \ , - g" /\ \�\ 4" STONE BASE PER CODE OR STONE LEDGE Q \\ \\ 6=0" O C. MAX U O Q) m #4 AT 72'" O.C, VERT .\/ / �i. 7/2"ANCHOR BOL TS AT MIN. UNDISTURBED SOIL \ , 2"" //K%�// QJ C 2 �• COMPACTED FILL e REINF. CONC. /% rte\�� ASSUMED GRAIDE 0 Q) a C 6=0" O.C. MAX. FOUNDATION III �I I Q BASEMENT CLR. / ��\� Q 0 0 #4 AT 70" O.C. 14ORT. J TYP• WALL SECTION p l� (� O D Q BASEMENT WATERPROOF/NG OR WALL /�// V CLR. e DAMPPROOFING AS REQD. 2 w O COMPACTED FILL Q 7/2"EXPANSION #4 DO WEL S x 43"L ONG CL R. 2 #5 BARS CONT. Q O JOINT MATERIAL AT 12" OC VERT. #4 AT 72" O.C. VERT. WATERPROOFING OR �•, JU 3/4" = 1=0" TWO STORY ON SLAB 7/2' EXPANSION REINF. CONCRETE 4" CONC. SLAB W/ #4 DOWELS x 48" AS REQD.OFING JOINT MATERIAL 6"X 6" #70/10 W.W.F. REINF. CONN LONG A T 76" O.C. BSMT. •- W�LLDATION �T2""• BSMT. MIN_ FOUNDATION WALL VERT. e MIN. RIDGE BOARD - SEE FRAMING y/ FILTER FABRIC OVER PER LOCAL ' — �- 3 #5 BARS CONT. FLR LVL . -� d /\��\//�j DANIPPROOFIPVG AS REOD \// j� WATERPROOFING OR GRA VEL FILL -1 /j //\\% e -•d CODE �- SH/NGL ES AS SPEC d - \ )=IL TER FABRIC OVER _ \ \ //// %// AT 16• O, , VERTICALLY GRA VEL FILL VAPOR RETARDER \ # N } M I . PERIMETER \ / 5 DOWEL S �r 48"LONG Z Q \ DRAIN ROOFING FEL T AS RE(::)2D. - - ��\/�\�\/� C U PITCH VARIES \`Y\ \ FILTER FABRIC OVER 11= 11=1 1=IIII=1111 0 __ _ _ 4" CONC. SLAB IIII IIII=III F--f Q W IIII=IIII=II v. PLYWOOD DECKI,JG AS REOD \� GRA VEL FILL =111 111 IIII=I�I1=1 1 W 00 J W/ 6"x 6" III �II��11 p . ���\\ <I- #70,-170 u IIII IIII=IIII=IIII a 1111=IIII—IIII Q W #7oi70 W.w.F - I PERIMETER DRAIN ►—� O o o I 0 0 = = C U O RAFTERS - SEE FRAMING j Q VAPOR -JIf1=-111-1 ' a IIIIIII /�/ _ °' co N RETAOER IIII=1I II=1111 J 0 IIII=1111=1111 I 0 0 III=1I I1=III �O\/\� w LU co IIII=I�I�II . JU 4" STONE BASE I�_ �� Y W O V 11=IIII=IIII=1 = =IIII—IIII NOTE - MAINTAIN PROPER IIIII V c, n% co 4"STONE III-IIII= II IIII= -TIT=i - CLEARANCE FOR r/� =1 — 11= PERIMETER DRAIN - III= M IIII= INSULATION VAPOR RETARDER A5 REO77. FOR BRICK v J O N O 1*X1BAS - PER =1111.,11111 III=I �-1' AS REQD-y VENTILATION # V PER LOCAL CODE UNDISTURBED SOIL OR STONE LEDGE r ! Q U UND D 3 #5 BARS CONT. GUTTER & DOWNSPOUTS 3 5 BARS CONT. PER CODE F+� N SOIL L OCAL CODE AS SPEC. Z U N 00 UNDISTURBED SOIL NOTE. WALL REINFORC/NG IS Cd 00 SIZED FOR A MAXIMUM 9=1 7/8"HEIGHT. GREATER HEIGHTS NOTE.' WALL REINFORCING IS SIZED FOR A MAXIMUM 9=7 7/8" HEIGHT. IST -- 2 x 4 OUTLOOKER � � Q N O y REQUIRE REDESIGN BY BUILDER. GREA TER HEIGHTS REQUIRE REDESIGN BY BUILDER FLR PL NOTE WALL REINFORCING /S SIZED FOR A MAXIMUM 9`7 1/8" HEIGHT. O W W � o GREATER HEIGHTS REQUIRE REDESIGN BY BUILDER ~ c~n U Z M GARAGE FOUNDATION WALL DETAIL STOOP/PORCH WALL SECTION CEILING JOIST - �7/28REV REVA Z EAL U UUj Ln \ 3/4" = 1=0" 3/4" = 1=0" SEE FRAMING 1" " TYP. WALL SECTION 0 M PLYWOOD SOFFIT W/ O O FIRST FLOOR MAY CONT. VENT � � 3/4" = 1=0" TWO STORY ON BASEMENT � w Q �—CROWN MOULDING OVER 2 x 4 STUDS AT 16" VARY '•!x••FRIEZE BOARD Z h T > O.C• OR AS REOD U OFLOOR JOIST - I INSULATION AS REO D. Q 7 SEE FRAMING SHEATHING AS REQD O FINISH FL 0 O SUBFL OOR AS SPEC. AS REQD ISI SlD/NG OR STUCCO �1 IA1l1L 1A it� 11..1■.11,.1 wd 6.11.11. . .�u� AS SPEC, - SEE ELEVATION Q I FLOOR JOIST - FLR L VL RICK OR STONE VENEER SEE FRAMING I WHERE SPEC, - SEE EL EVA TION B Y: FBA C K: FBA DROPP - —2x6 P.T. PLATE I SEE FRAMING I ANCHOR PL ATE & BEAM 4" CONC. SLAB W/ TO PIER AS REQD. 6"x 6" #70/10 W,W,F. GAL V. METAL o ;; 7/2"ANCHOR BOL TS INSUL A TION TERMITE SHIELD D AS REO D. N AS 2 x 6 P.T. SILL CENTERLINE OF 4" CONC. SLAB W/ AT 6=O" O.C: MAX. r _\ BEARING 6"x 6" #70/70 W.W.F. cul, GAL V. METAL VARIES SEE I RESQ D BUL A YLOCALLOCAL DATE: oa/2,5/73 TERMITE S141ELD PLAN v\ DROPPED BEAM - CODE SEE FRAMING CONCRETE PIER - �_ T _ - # 4 AT 76" O.C. AT WALLS Z AS REQD. VAPOR IIII IIII=III W CONCRETE PILASTER 3=0"AND HIGHER RETARDER d: V d :d Q J AS REQD co VAPOR RETARDER I =IIII=III (� j // // /�I FILTER FABRIC OVER IIII�IIIIII�IIIII �J = I r — 0 MIN. /�/�,�/\�\\\� GRAVEL FILL SHEET: O O W VAPOR RETARDER ��//� \ \� 4" STONE 1111ll-1111 11 I 0 Q VAPOR =1 1=1111=1 " i 1=1111=1111= I J p �' Q W �IJ1=111 = BASE 11=IIII=III c• o. ' C . : IIII=11111111111 z 0 RETARDER 11 IIII=1111 . •o o III IIII �O PILASTER — — =1111 1111.=IIII X111=1111 p e 111111— -1111=I III=1 Mill FOOTING =IIII—IIII v p p IIII_IIIIII 2 #5 BARS CONT. Ill III=III _ IIIIIIIIIIIIII 11- BEYOND =IIII=1 ' Q W J U 1I=IIII A I illi= -III IIII=1 4" STONE II-IIII TIM,Or 4 W v 0 =I�11 . I11I-11 UNDISTURBED IIII= 3 #5 BARS CONT, BASE 3 #5 BARS CONT. i �11�1=1 , e ,o •• 0 I I � O _—IIII _— I=IIII= SOIL — IIII,-III IIII -i,-11 PER LOCAL CODE UNDISTURBED PER LOCAL CODE 2 05 BARS CONT. = 1 UNDISTURBED SOIL SOIL PERIMETER UNDISTURBED PER LOCAL CODE SOIL PER L OCAL CODE AS REQD FOR BRICK OR STONE LEDGE CRAWL SPACE PIER DETAIL STEPPED SLAB DETAIL GRADE BEAM DETAIL TYP. WALL SECTION 3/4"' = 1=0" 3/4" = 1=0" 3/4' = 1=0" ONE STORY ON CRAV✓L COPYRIGHT Q 1994 BY FRANK BETZ ASSOCIATES, INC., NOT TO BE REPRODUCED OF: 2 Copyright Frank Betz Associates, Inc. U. L. APPROVED U. L. APPROVED All Copt Reserved. The Duplication, SHEET METAL SHEET METAL U. L. APPROVED Reproduction, Copying, Sale, Rental, SHROUD SHROUD SHEET METAL Licensing, or any other distribution or 1"-6"" 2'—O"" I I SHROUD use of these drawings, an portion 8 3/4" VARIES 8" 2"-0" 2'-0" SPARK ARRESTER 9 , y P 2"—O'" PER MANUFACTURER SPARK ARRESTER I thereof, or the plans depicted hereon 0. 01SPARK ARRESTER PER MANUFACTURER is Strictly Prohibited unless expressly SHEET METAL 0 PER MANUFACTURER authorized in writing by FBA, Inc. CHIMNEY CAP 2x10 I 2x10 maw 2 x 12 SHEET METAL 5" CROWN 0 2 x BROWN 2 x 8 SLOPE Cl) SLOPE CHIMNEY CAP SHEET METAL 2 x 4 O CHIMNEY FL UE PER SL OPE CHIMNEY CAP Q1 x 8 I MANUFACTURER 5" CROWN 7 x 8 OVER I x 8 CROWN SOILDER COURSE 04 PROFILE BL OCKING O DOUBLE HEADER OLIIMNEY\ O �[7 / 1 COURSE 0 MANUFACTUR FLUE PER MANUFACTURERCHIMNEY FLUE PER 10 5" CROWN 5- CROWN W/ 1'• SOIL DER COURSE 5/4 x 6 RAISED STUCCO Z Z 2"'APRON Z (TYP.J HEADER COURSE N :p TRIM lug 5/4 x 4 CORNER W J CLOVER 2"APRON W J 2"APRON W J BRICK VENEER \ BOARD BEYOND STUCCO OR SIDING AS SPEC, MOULD C - MTH TIES `0 EQUAL 5" CROWN W/ 6" CROWN Q W W/DENTIL j W 6" CROWN j W PICTURE MOULD N > W W W/ DEN TIL W SHEATHING SHEATHING AS REOD. O \ � � 2"APRON � � 2 x 4 STUD WALL SHEATH/NG AS RE027. 2 x 4 STUD WALL ,r 2"APRON CV PICTURE N BRACE AS REQD. BRACE AS READ 4" 1" BRACE AS READ. MOULD • STEPPED TRAY DETAIL ANGLED TRAY DETAIL COFFERED TRAY DETAIL CHIMNEY CAP DETAIL CHIMNEY CAP DETAIL CHIMNEY CAP DETAIL 7/2" = 1=0" J/2"' = 1=0" 1/2" = 1=0" BRICK 1/2" = 1=0" SIDING 1/2" = 1=0" STUCCO 2 x 6 BLOCKING '3 SHINGLES AS SPEC. ROOFING FEL T AS REOD 2 ]/2""APRON B D2 I'T" PL YWOOD DECKING AS REOD. 12 72 SHINGLES AS SPEC. CHAIR RAIL METAL FLASHING ROOFING FEL T 5 ' CROWN CAP VARIES 12 12 5" CROWN OVER AS REQT�• 1x6 5/4 x4 N SIDING AS SPEC. PL YWOOD DECKING • 3/4"MDO, PL YWOOD AS REOD CHAIR RAIL WOOD OR 2 x 4 RAFTERS AND METAL CAP SHEATHING AS REOD CE/LING JOIST AT 16" O.C. BED MOULDING METAL FLASHING INVERTED OVER PL YWOOD BASE CAP 2 x 6 TAPERED DECKING INSULAT/ON TOP RAIL SECTION B 1 x 4 2 x 4 BLOCKING AS REOV. CROWN D E T A I LTERMINATE CHAIR RAIL 6 x 6 NEWEL POST 2" SHORT OF CASING METAL 7 I/2" = 1=0'" 1 J/2" = 1-0 AND AT 450 ETS 5" CROWN FLASHING A C" .5 3/8'KO.C. MAX. 5/4 x 8 1/2" GYP, 5" CROWN l0 ��METAL FLASHING BOARD 5/4 x B F— ---- Z BASE CAP OVER Q O STOOL 1 X 10 SHEATHING INVERTED W/ SIDING AS SPEC. 2 1/2"APRON 5" CROWN O O O N 5-- CROWNr4- CROWN \ 1 x 4 AS REQ7�. BASE CAP (n HO WE SHEATHING CROWN W/ CASING SIDING AS READ Q� DENTIL d) LINE OF DECK W/ AS SPEC. ( 7 x 8 FLUTED Q PICTURE (�I STOP 2"' PILASTER AT 16" OC y a "`�k�----- 16'"X 16"BRICK OR 5/4 x 4 MOLD WE7 6 J STONE COLUMN - C C 2 1/2"APRON I x 6 SEE ELEVATION N � BASE CAP CV SHOE A METAL 5/4 x 6 P.T. = 1 17-17771 r < r77 Z7711 REVEAL \ N Q a Q C BASE CAP MOULD Q FLASHING DECKING I / X 10 10 I O O 2 x 70 P.T. O O BASE CAP J 1 x 4 - 2-PLY BEAM - PL INTN STOP BL OCK SEE FRAMING I x B I� � I � +� E V 11 0 � V O 1 x 6 BASE BASE 2 x 6 BASE () i x 8 BASE P.T. 1 X 6 FLAT W/ I.J.J 0 LLJ 3/4"x 6" GAL V. THROUGH I I FLASHING CAA OVER N O 4 'I 'l W a C J y 0 BOL TS STAGGERED I I I I 4" CROWN MOULDING I BRICK N - O C SHOE MOULD STOP MOULD HOWE 1/2" GYP. BD. MOULD h � \ y SHOE MOULD CASING 16" O.0 I I I \ I� D2 C N a 3 PL Y BEAM — I 1 h \ O C -,'Z: C O O FL OOR JOIST - I I I I SEE FRAMING I I .p O J v 0O� SEE FRAM/NG I SIMPSON STRONG TIE N O I "SIMPSON" STRONG BCS2-3/6 POST CAP `� 0 V U SECTION �� OPENING/ WAINSCOT DETAIL � I I I 1X10 I I �2 ,,JAMB DETAIL 3 SECTION � ° � � a TRIM DETAILS I I I I INVERTED BASE CAP I I � O NOTCH POST TO 7 1/2" = 1=0' 1 1/2" = 1=0" 3/4" = 1=0" RECEIVE BEAM O " GAL V THROUGH I I I I 1 X 8 TRIM— I I D2 2 D2 3/4" = 7`0- 7,,'2 QO � � BOLTS W/ WASHERS I I I I SEE EL EV. D2 I 6 X 6 P.T. POST 3-PLY BEAM y c0 0 COPYRIGHT © 2013 BY FRANK BETZ ASSOCIATES, INC., NOT TO BE REPRODUCED I I I _ POST CONNECTION BASE CAP OVER Q Q a Q C I I�76"X 76"BRICK OR 7 x 3 TRIM 2 x 10 BASE ( , C Q � J y SEE STONE COLUMN UMN METAL FLASHNG v �. J C O SPACING OF BALUSTERS I I I 2452 DOUBLE HUNG 2452 TRUE RADIUS FIXED C O 0 a NEWEL POST SPACING OF BALUSTERS NEWEL POST TO PROHIBIT PASSAGE 72 WOOD WINDOW IN I WOOD WINDOW WITH C ) y A NON-EGRESS GO TI-11C L I TES �n O (j TO PROHIBIT PASSAGE OF 4"SPHERE I I CONDITION k C C OF 4" SPHERE O I-- IJ A BALUSTERS BALUSTERS j I I 12 EL EVA TION A EL EVA TION B WALL TILE i I I I BX )2 CAP OVER CO a STAIR TREAD SHEA THING Q O O O � STA/R TREAD � � I I C , SIMPSON STRONG TIE � � Q � � Q GYP. BD. WALL I I I I CBSQ66 POST BASE AS REOD. C ` y 'Ix" CAP W/BULL- r I I I SIDING AS SPEC. Q O C V O ? h AL UMINUM NOSE EDGES I I - - Q O ly m O Z SHOWER I I I.1 I I FINISHED GRADE 5/4 x 4 Q O C SNCL OSURE O C O C � Z I I COVE MOIJLD 1 COVE MOULD ,4,' I i•. BR/CK U 1 q' ,••q. ." I.. I..•: W 1 x 8 FLUTED W I GLASS r t ;- O MOULD ,p O L-- - �:. 4 I 1"—O"" PIL ASTER N J 1 x 8 - 1 '� 10 I i , Z C O CORNICE DETAIL 3/4"MDG, I V I W V PER PLAN PL YWOOD BASE BELOW J I SHOWER DOOR 1 I i i I CONC• FOOTING J W I I i AT EACH COLUMN C J 2"-6 1/2" 6 1/2" COVE MOULD INVERTED Q BASE CAP ----- \ I MINIMUM FACE OF WALL I FACE OF WALL L- ----J J 3"-7 1/2" �0 ABOVE TUB I OUT TO OUT OR VANITY Q O ---- TREAD BRACKETS PERLOCAL ILL SECTIONr4` JAMB DETAIL N I TUB CODE CL O ►� I SECTION ELEVATION SECTION ELEVATION D2 3/4" = 1=0" D2 3/4— = 1=0" E--� Z o M _ LU Q co Nd u o V CO STAIR TRIM DETAIL A STAIR TRIM DETAIL B DECK 'DETAIL DORMER DETAIL A t B � � � Z) LU coL W m �_ V 3/4— = 1=0" 3/4" = 7=0" 3/4" = 1`0" 3/4" = 1=0" D w 5TILE CURB �. KNEEWAL L AND �l Q V N 00 � Q 00 A 0 0 w o c Z .- a SOME OF THE DETAILS ON PAGES DI AND D2 ARE GENERAL SUGGESTIONS AND MA Y NOT ADPL Y ~ c~n V Z ISOMETRIC S H O UJ I� DETAIL PLANT SHELF TO YOUR PLAN. THESE DETAILS ARE PROVIDED AS A SUPPLEMENT TO THE SPECIFIC DETAILS U V � Y o INCLUDED ON THE WORK/NG DRA WINGS. THE PURPOSE OF THESE DETAILS IS TO PRO VIDE THE 0 cn 7`0— 11 6"6' 1'-10" BUILDER AND/OR HOMEOWNER WITH ADDITIONAL DESIGN IDEAS FOR COMPLETING THEIR O CA Q BULLNOSE / HOME CONS TRUC TION PROJECT, (n Z h EDGE Q CROWN MOULD/NG 5" CROWN N B O OVER APRON ZXZ 2x" WOOD KEY W/ HOWE CAS/NGof U W/ SL OPED FACE AND "2x" WOOD KEY 3"—O" 'Ix" WOOD TRIM ACTIVE RADIUS ARCHED BRADIUS EYOND WINDOW d WINDOW BY: FBA CK: ,-BA OPENING W/ RECESSED PANEL 2" C14 N PLANT SHELF HOWE CAS/NG TW/PANEL MOULD WOOD PILASTER PLANT SHELF WOOD PILASTER —Ix— OVER 7111 4" TRIM BEYOND 3/4"FILLET OVER TRIM BEYOND 3- CROWN CO 3/4" COVE MOULD ADJUSTABLE 3/4"FILLET W/ WOOD SHELVES COVE MOULD 8"" 2 ADJUSTABLE ADJUSTABLE 1 x 10 BELOW 7 114"� WOOD SHEL VES WOOD SHEL VES DATE: oa/28/13 ej 10"ROUND COVE MOULD 1O � HOWE CASING O < COLUMN J 1=0"BOXED W c'� "Ix" WOOD PILASTER ON c� "lx" WOOD TRIM O ADJUSTABLE COLUMNS Z O b, 0 TRIM A T 2.. PLINTH BL OCK5 A T FIREPLACE WOOD TRIM J Q WOOD SHEL VES =�_�I I W/ CAP MOULD PICTURE MOULD b 1 W Z F/REPLACE SHEET: EDGE OVER O Z CO O J ®OO r 2 1/2"APRON 1 W HOWE CASING O U PILASTER ON 1=0"BOXED 3" O h PLINTH BLOCK CABINET CABINSED PANEL CABINET J PEDESTAL W/ TYP. DOORS � J PICTURE MOULD BASE CAP Z BRICK HEARTH O Q CAB/NET W/ O Q I BASE CAP OVER OVER 1 x 10 RAISED PANEL I BRICK HEARTH 1 W 1 x 6 BASE DOORS Y SHOE MOULD SHOE MOULD SEE FIREPLACE DETAIL A OA SHEET D7. SEE 1-8" 1'—O" A ON SHEET D7. DETAIL B B ARCH ELEVATION A ARCH ELEVATION B INTERIOR ELEVATION A SECTION AA INTERIOR ELEVATION B SECTION BB 3/8" = 1=0" 3/8' = 1=0' 3/8' = 1=0"" 3/8" = 1=0" 3/6" = 7=0" OF: REVISIONS DATE BY SPANS /15/16 ✓CH TABLE 3. 10- ROOF SHEATHING ATTACHMENT PISCA TEL LI REV /30/1 6 LD✓ REQUIREMENTS FOR WIND LOADS- EXPOSURE B WOOD FRAME CONSTRUCTION MANUAL- 2001 EDITION These drawings have been reviewed THREE5ECOND GUST 85 90 100 110 120 130 140 150 and revised to meet requirements of WIND SPEE mph the Building Code of New York State 5TRUCTu L SHEATHING 2010. The use of these drawings have been authorized be FBA, Inc. E F E F E F E F E F E F E F E F Copyright protection remains for the SHEATHING I RAFTER/TRU55 SPACING MAXIMUM(JAIL SPACING FOR 8d COMM N NAILS OR I Od BOX NAILS(INCHES,O.C.) 5 original material provided by Frank LOCATION (INCHES,O.C.) Betz ssoaateg:,:I , , 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Y4�F ��,•,�"�.. ��\ ANTERIOR ZONE 1912 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 2 6 12 6 12 6 12 6 122 6 122 24 6 12 6 12 6 1 12 6 12 6 12 6 12 6 122 6 122 6 122 6 6 6 6 16 16 14 � 16 6 12 6 12 6 122 6 12 63 6 12 6 6 63 63 63 PERIMETER EDGE ZONE 2 3 3 3 3 4 4 16 16 16 19.2 6 122 6 122 14 y �. 246 122 6 122 6 6 63 63 63 63 63 63 44 44 44 44 3 3 3 3 3 3 a 4 16 16 16 14 O U ` .r,.. GABLE ENDWALL RAKE OR RAKE TRUSS W7 LOOKOUT BLOCK 6 6 6 6 6 6 6 6 4 4 4 4FT6 — — GABLE ENDWALL RAKE OR RAKE TRU55 W/O RAKE OVERHANG 6 6 6 6 6 6 6 6 6 6 63 633 63 63 O O I LD JOHNSON ARCHITECT BOARD -HEATHIJG 16 16 14 115 LIBERTY631 827-0110EFFERSON, NY Ljj SHEATHING RAFTER/TRU55 SPACING MINIMUM NUMBER OF 8d COMMON JAILS OR I Od B X NAILS PER 5UFPOP.T 16 6 6 16 14 51ZE (INCHES,O.C.) I x G OR 1 x 8 SHEATHING 12- 19.2 2 1 2 2 1 2 2 2 2 2 16 6 6 16 14 X (/) I x 10 OR LARGER SHEATHING 12— 19.2 3 3 3 3 3 3 3 IN J 16 6 16 14 O E- NAIL SPACING AT PANEL EDGES(in.) F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(in.) 16 6 16 14 l � Q O 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THL ROOF PEAK,THE 4 FOOT PERIMETER 12 1�1 EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE USED. 76 6 2. TABULATED 12"O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH G > 0.49. FOR FRAMING MEMBERS WITH 14 O 0.42 < G < 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO G INCHES O.C. Iry 3. TABULATED G"O.C.NAIL 5PACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G > 0.49. FOR FRAMING MEMBERS WITH 1 6 16 16 16 _ • — • — — • — • — lrul ITT1 �� z 0.42 < G < 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. 1� 4. TABULATED 4"O.C.NAIL 5PACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G > 0.49. FOR FRAMING MEMBERS WITH 76 76 76 14 ` ]I�\ _j -- O 0.42 < G < 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. V 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPO5URE B. _j W 16 16 16 14 W� a/ 16 16 16 14 C) –1 16 16 16 4 14 14 16 L TABLE 3. 1 NAILING SCHEDULE - - - . . . . . . - - Q-+ v WOOD FRAME CONSTRUCTION MANUAL- 2001 EDITION 16 16 12 14 (n 16 16 12 14 NUMBER OF NUMBER.OF NAIL JOINT DESCRIPTION COMMON NAILS BOX NAILS SPACING 16 16 12 14 ROOF FRAMING RAFTER TO TOP PLATE(TOE-N AILED) 4-8d 4-10d PER RAFTER 76 76 16 12 12 1 14 CEILING JOIST TO TOP PLATE JOE-NAILED) 4-8d 4-1 Od PER JOIST CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 4-1 Gd 4-40d EACH LAP 76 16 12 14 1 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 4-1 Gd 4-40d EACH LAP -J 16 16 14 14 COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d 3_1061 PER TIE 8 g 14 BLOCKING TO RAFTER(TOE-HAILED) 2-8d 2-1 Od EACH END 4 RIM BOARD TO RAFTER(END-NAILED) 2- 1 Gd 3-I Gd EACH END 8 14 g 14 4 4 14 V WALL FRAMING 1 Z TOP PLATE TO TOP PLATE(FAGS-NAILED) 2- 1 Gd 2-1 Gdl PER FOOT 8 14 8 74 4 14 W TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4- 1 Gd 5-1 Gd JOINTS-EACH SIDE 4 4 STUD TO STUD(FACE NAILED) 2- 1 Gd 2-1 Gd 24"O.C. 8 14 8 74 8 14 14 HEADER TO HEADER(FACE-NAILED) I Gd I Gd G"O.C. ALONG EDGE Q TOP OR BO'.FOM PLATE TO STUD(END-NAILED) 2- I Gd 2-40d PER STUD 1 8 8 8 14 14 8 14 8 14 Q BOTTOM PLATE TO FLOOR JOIST,BANDJOI5T,ENDJ015T 2- 1 G.�. 2 2-1 Gd• 2 PER FOOT OR BLOCKING(FACE-NAILED) 8 14 g 14 8 14 LL FLOOR FRAMING 16 J015T TO SILL,TOP PLATE OR.GIRDER(TOE-NAILED) 4-8d 4-1 Od PER 8 14 14 g 14 JOIST l..t� BRIDGING TO JOIST(TOE-NAIILED) 2-8d 2-1 Od EACH EN8 D U BLOCKING TO J015T(TOE-NAI LED) 2-8d 2-1 Od EACH ENDO 14 g 14 g 14 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3- 1 Gd 4-)Gd EACH BLOCK LEDGER STRIP TO BEAM(FACIE-NAILED) 3- 1 Gd 4-I Gd EACH J015T JOIST ON LEDGER TO BEAM(TOE-NAILED) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _3-8d 3-1 Od PER JOIST 14 8 7 4 V 7_7BAND JOIST TO JOIST(END-NAILED) 3- 1 Gd 4-1 Gd PER J015T 1 8 IP 14 BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2- I Gc1 3-1 Gd PER FOOT I STRUCTURAL PANELS ROOF SHEATHING 8d I Oct (SEE TABLE 3.I O) - - - - - 7 - - - - - - - - - - - - - - - -16- I 6 DIAGONAL BOARD SHEATHING I"x G"OR I"x 8" 2-8d 2-1 Od PER SUPPORT 1"x 10"OR WIDER 3-8d 3_10d PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD Q 0 WALL SHEATHING STRUCTURAL PANELS 8d I Od (SEE TABLE 3.1 1) I I I . Y N) FIBERBOARD PANELS L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INu �Z I� 7/1 G" Gd 3 3"EDGE/G"FIELD W 25/32" 83 3"EDGE/G"FIELD I d 0 00 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD I W = m O C7 00 HARDBOARD 8d 8d (SEE TABLE 3.1 1) Y C/� 0') cl:� 00 PARTICLEBOAP.D PANELS 8d 861 (SEE MANUFACTURER) I u/ O m LLI DIAGONAL BOARD SHEATHING 00 I- W �' LjJ 00 I"x G"OR 1"x 8" 2-8d 2-1 Od PER SUPPORT "x O"OR WIDER 3 8d 3 SU Od PESUPPORTI a� c O FLOOR SHEATHING \\� Q 0 Q PI I ST PLOOK TAM I NG PLAN I QLij V) w ro STRUCTURAL PANELS I � z II- I"OR LE55 8d I Od G"EDGE/ 12"FIELD GREATER THAN I" I Od Gd G"EDGE/G"FIELD 114 = 1 O I r 1 O Z 1 �J U U-) w O L1__ DIAGONAL r-, DIAGONAL BOARD SHEATHING 1"xG"OR I"x 8" 2-8d 2-IOd PER SUPPORT SEE DRAWING 2 FOR COLUMN AND BEAM INFORMATION I O O co "x 10"OR WIDER 3-8d 3-1 Od PER SUPPORT LJ 1-NAILING REQUIREMENTS ARE BASED ON WALL 5HEAT111NG NAILED G"O.C. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILS I ' ^ M Z 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS I v J SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD FAT`i. - - - - - - - - - - - - - - - - - I I Q C 2-WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED M[1,45ER5,THE TABULATED NUMBER OF NAILS SHALL BE - II--JJ-- PERMITTED TO BE REDUCED TO I-I Gd NAIL PER FOOT. 3-CORRO5ION RESISTANT I I G.A.ROOFING NAILS AND I G GA.STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. BYEAS CKJCH NOT REVISED OR REVIEWED DATE9- 11-03 BEAM SCHEDULE QUANTITIES LEGEND SHEET: O 3 - 7 .3,,14" x 11 7118" x 14' LVL FLUSH 2 x 70 x 10 07 "2X" JOIST, RAFTER, HIP, OR 4✓AL EY 3 - 1 3,14" x 71 7118" x 16' LVL FLUSH 2 x 10 x 12 10 2 x 10 x 4 DOUBLE 101ST 5 2 x 1 x 16 :76d - - I- JOIST — • — • — • BEAM 's INTERIOR LOAD BEARING WALL OF:8 REVISIONS DATE BY SPANS 2115116 ✓CH RESIDENTIAL GENERAL NOTE'S FRAMING PLAN NOTES PISCATEL LI REV 51J011 6 LD✓ I . THESE FRAMING PLANS WERE DESIGNED USING STANDARD I . All construction is to be in accordance with The Residential Code of New York CONSTRUCTION PRACTICES IN ATLANTA, GEORGIA. THEY CONFORM TO State- 201 0 and The Wood Frame Const. Manual- 2001 SBC High Wind Edition. THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL RESIDENTIAL 2. Engineered design as per ASCE 7-05 CODE FOR ONE AND TWO FAMILY DWELLINGS. DUE TO VARIATIONS IN 3. These plans are designed to meet or exceed the requirements of the N.Y.S. LOCAL CODES t-GEOLOGICAL CONDITIONS, REVISIONS MAY BE REQUIRED TO THESE PLANS. Building Code. When budding in other Jurisdictions variations or adJu5tment5 may be required, verify any such requirements with the local code enforcement agency. 2. ALL WORK SHOULD BE PERFORMED IN ACCORDANCE WITH ALL These drawings have been reviewed 4. The Architect's certification applies only to this pM plan's conformance to the N.Y.S. APPLICABLE LOCAL CODES, REGULATIONS, AND HUD PS. THE BUILDER and revised to meet requirements of SHOULD VERIFY ALL CONDITIONS BEFORE BEGINNING CONSTRUCTION. the Building Code of New York State Building Code and local codes. CONSULT WITH LOCAL STRUCTURAL ENGINEERS AND CODE OFFICIALS 2010. The use of these drawings 5. Assumed Sol Bearing Capacity: I ton/5q.ft. PRIOR TO USING THE FRAMING MATERIALS PROVIDED TO INSURE have been authorized be FBA, Inc. COMPLIANCE WITH CODES AND STRUCTURAL INTEGRITY. opyright protection remams for the G. All footmgs to rest on virgin, undisturbed soil. original material provided by Frank 7. Concrete to be plain, unreinforced, 3,000 Ib. - 28 day test, except for Garage slab 3• THE FOLLOWING GUIDELINES ARE PROVIDED TO EXPLAIN HOW THE should be 3,500 lbs- 28 days test as per table 8402.2 (RCNY5) Betz ssociates, lnc- where Concrete sQUANITIES LISTED ON THE FRAMING PLANS AND MATERIAL LIST WHERE 8. All lumber to be Hem. Fir- No. 2 with design values as follows unless otherwise DETERMINED. FAILURE TO COMPLY WITH THESE GUIDELINES WILL RESULT noted on plans: IN A FRAMING PLAN AND MATERIAL LIST THAT DO NOT MATCH. E= 1,300,000 psi Fb = 850 so 4. ALL PIECES ARE LABELED AS TO THEIR ROUGH CUT LENGTH. MATERIAL IS i p TAKEN OFF AS INDICATED ON FRAMING PLANS. Fv = 75 psi Fc = 1 250 psi 5. ANY LABELED PIECE LE55 THAN 10' IN LENGTH IS COUNTED AS BEING Fc= 405 psa CUT FROM A I G' PIECE. Ft = 500 psi G. ALL BEAMS ARE 2X 10#2 HEM FIR, 2X 12 #I HEM FIR, LAMINATED -- - - - LD JOHNSON ARCHITECT 9. All Laminated Veneer Lumber(LV'L) to have a minimum of 3" bearing on each \ VENEER LUMBER(LVL), OR GLU-LAMINATED BEAMS (GLB) AS INDICATED I \ / I 115 LIBERTY A<827-01 JEFFERSON, NY end with the following design values: ON PLANS. ALL HEADERS AND GIRDERS ARE 2 X 10#2 HEM FIR EXCEPT / E=2,000,0010 psi 631 B27-0110 AS NOTED ON PLANS. I �- - - - - - - - - - Fb = 2,800 psi I I I IM O Fv = 285 psi 7. GLU-LAMINATED BEAMS SHOULD HAVE A MINIMUM ALLOWABLE BENDING Fc- 750 pso STRESS OF 2400 P51. I I I IIV Fc = 2,700 psi I I I I I N Ft = 1,850 psi 8. LAMINATED VENEER LUMBER BEAMS SHOULD HAVE A MINIMUM I I I I Ln O ALLOWABLE BENDING STRESS OF 2700 PSI. I I I I I 01-aminated Veneer Lumber used In triplicate are to be fastened together with a minimum of 2 ro vs of I Gd nails @ 12" o.c., 9. ALL FLOOR JOIST ARE 2X 10#2 HEM FIR AT I G" O.C. EXCEPT AS NOTED 3 rows of I Gd @ 12" o.c. nails for 14", 1 G" 18" ON PLAN. ALL 2 X 10 X I G'AND 2 X 10 X 15' FLOOR JOIST TO BE# 2 I I I I ) I deep members HEM FIR. I I I I I < OI I I .Design Loadmgs are as follows: l O � LOCATION LIVE DEAD DEFLECT LIMIT 10. ALL BAND MATERIAL IS 2X 10#2 HEM FIR. I I I I I 1 14 / , C) }' N 1 st FI. 40 LB 10 LB I I I I I m,,._..,_=- _w re.:::....:...:g-:.: .-._. 16 �.T.� 1��`"-""""-iii z Attic(Non Stora e) I 0 L.B. GLB. 1 1. 1 X4 CROSS-BRIDGING SHOULD BE USED AT MID POINT OF SPAN OR W ' r'r'1 I g 8'-0" O.C. MAXIMUM IN ALL FLOORS. I I I I 1 14 J J O Attic(with Storage) 20 LB. GLB. U3GO I _ -- I I O > - - - - - - - `/ -� lLl Roof(w/Fin. ceiling) 20 L.B. snow 15 LB. L/360 12. ALL CEILING JOISTS ARE 2X8'5 #2 HEM FIR AT I G" O.C. EXCEPT AS I / \ I I W CL/ O Roof(wo/F n. ceiling) 20 L.B. snow 7 LB. U3G0 NOTED ON PLANS. ALL TRAY CEILING JOISTS ARE RAFTER TO KNEEWALL I / \ I I 14 j� l v 12.Ceiling beams may have to be inicreased for storage attics and rafters increased IN LENGTH. SEE TRAY DETAIL SHOWN ON PLANS. / L - - - - - - - - - - - - - - 4 for higher snow loads. 14 O 13.Provide double framing members around all openings. Provide headers above all 13. ALL RAFTERS AKE 2X65#2 HEM FIR AT I G" O.C. EXCEPT AS NOTED ON CC PLANS. = doors windows. All headers to be (2) 2"x 8" unless noted otherwise on plans. -,j 14.Provide double floor Joists under parallel partitions. 14. ALL HIP, VALLEY AND RIDGE RAFTERS ARE 2X 10'5 #I HEM FIR EXCEPT AS N U 1 5 Connect Joists to all flush headers, girders ledgers, with steel framing NOTED ON PLANS. d 14 hangers, as per manufacturers instruct,ons. ("TECO", Simpson, or Equal) 15. ALL RAFTERS SHOULD BE BRACED AS CLOSE TO MID-SPAN AS I 1 G.If Specific Connectors are specified, no substitutions are permitted. POSSIBLE WITH NO SPAN EXCEEDING 13'-0". � 14 17.Electrical work to conform to thI° National Electric Code. M I G. ALL RAFTERS OVER A VAULTED ROOM ARE 2 x 105 #2 HEM FIR AT I G" - - - - - - - - - - - - I 14 18 The Architect assumes no responsibility for the construction means, methods, O.C. EXCEPT AS NOTED ON PLANS. - - - techniques, sequences, procedures, or for safety precautions * programs in 14 connection with the work. There are no warranties, nor any merchantibility of 17. ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD BEARING fitness for a specific use expressed or implied in the use of these plans. WALLS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND TERMINATE AT 19.Contractor to verify all dimensions before starting construction, $ notify Architect FOUNDATION AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM OR I I I = 14 of any discrepancies immediately. Do not scale drawings, follow dimensions only. FOOTING DESIGNED TO CARRY LOAD. 20.Provide fire stops above all bearmg walls * girders per Town's requirements. = ' 14 2 1 Any deviation from these plans without the written consent of the Architect will 14 negate the Architect's certification of these plans. n 22.All structural lumber that comes in contact with concrete shall be ACQ lumber. Use stainless steel, or treated etal connectors that come into contact with / LLJ ACQ lumber. Im16 ! ^ , \ ;i v v 23.Double all floor Joists under tubs t- showers. / 1 ^ 14 z 44 1 W W L.L. 4 14 O Aft, REScheck Software Version 4.6.2 ftI I 14 Z z O Compliance Certificate I_____J I I I 4 14 , II v t I , Project Piscatelli Residence LL i V Energy Code: 2010 New York Energy Conservation A 11-1 R/ Location: Suffolk County,New York Construction Type: Single-family Project Type: New ConstructionI I W R/ z Conditioned Floor Area: 2,073 ft2 Glazing Area 16% QD ii Climate Zone: 4 (5750 HDO) I Permit Date: I I Permit Number: I I Construction Site: Owner/Agent: Designer/Contractor: 950 Wells Rd. Mike Piscatelli Llewellyn Johnson Laurel,NY,NY 631872-7313 LD Johnson Architect I I Q 115 Liberty Ave. I I Z O 631827-0110 NY 11777 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I N _J �' O i 7 Idjohnson@verizon.net - - - - - - - - - - - ��- - - - - - - - - ��- - - - - - - - - - - - W Q O Compliance: 3.0%Better Than Code• Maximum UA: 369 Your UA: 358 00 The%Better or worse Than code index reflects how close to compilanre the hml5e is based on code trade-off rules. I© � W � � I It DOES NOT provide an estimate of energy use"cost relative to a minimum-code home. 0 m � 0 C0 W 00 � mLd � 00 00 Envelope Assemblies � 12) w � Q 0 cn 3;: of ND LOC71� FRAMING PLAN \� Q o Cn Ceiling 1:Flat Ceiling or Scissor Truss 2,073 38.0 0.0 0.030 62 ���O W LL, � c5 0 z I Wall 1:Wood Frame,16"o.c. 531 13.0 0.0 0.082 34 1�4„ - 1 - U O z O Window 1:Wood Frame:Doubie Pane with Low-E 90 0.320 29 /l/ W Door 1:Solid 21 0.500 11 C 1 Wail 2:wood Frame,16"o.c. In 254 13.0 0.0 0.082 19 O O Window 2:Wood Frame.Do / � uble Pane with low-E 22 0.320 7 I � LLJ Wall 3:Wood Frame,16"o.c. 621 13.0 0,0 0.082 38 V J C� Z Window 3:Wood Frame:Double Pane with Law-E go 0.320 29 Door 2:Glass 19 0'360 7 Door 3:Glass 48 0.320 15 Wall 4:Wood Frame,16"o.c. 337 13,0 0.0 0.082 27 Window 4:Wood Frame:Double Pane with low-E 3 0.320 1 Floor 1:Ail-Wood Joistti'russ:over unconditioned Space 2,073 25.0 0.0 0.038 79 c,as CK✓cH Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4,6.2 and to comply with the mandatory requirements listed In the REScheck inspection Checklist. DATE: 9- 1 7- Name- -Name-Titie Signature Date NOT REVISED OR REVIEWED BEAM SCHEDULE QUANTITIES LEGEND SHEET: RE51DENTIAL CODE OE NEW YORK STATE- 2010 © 2 - 7 3/4" x 76" x 18' LVL DROPPED 2 x 10 x 14 22 TABLE R30 1 .2 (I)- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA "2x" JOIST, RAFTER, HIP, OR VAL EY O2 - 2 x 10 x 14' FLUSH 2 x 10 6 �6 DOUBLE JOIST GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR - - SNOW WIND DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING l - JOIST LOAD SPEED (mph) CATEGORY WEATHERING FP05T LINE DEPTH TERMITE DECAY TEMP. REQUIRED HAZARD5 INDEX F -2 20 120 C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 REQUIRED N/A 599 - - - ' BEAM NEW YORK STATE RESIDENTIAL CLIMATE ZONE 4- 5,750 HEATING DEGREE DAYS (TABLE N 1 101 .2) INTERIOR LOAD BEARING WALL OF: 8 REVISIONS DATE BY SPANS 2115116 ICH PISCA TELL/ REV /30/1 6 LDJ NOTE ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD These drawings have been reviewed BEARING WALLS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND and revised to meet re uirements of TERMINATE AT FOUNDATION AND BE SUPPORTED BY THICKENED the Buildin Code of New York State SLAB GRADE BEAM OR FOOTING DESIGNED TO CARRY LOAD. g 201 O. The use of these drawmgs have been authorized be FBA, inc. Copyright protection remains for the 2 X 8 CEILING JOIST original material provided by Frank Betz Associates-lnc, \ ! 1t © O 16 14 Yj 2 2 2 2 2 2 2 2 2 2 - 76 76 ' 2 2 2 2 2 2 2 2 2 � 2 2� 2 2 2 2 2 2 2 2 2 2� 6 — — — — — A41 1 614LD JOHNSON ARCHITECT 6 4 4 4 4 4 U115 L/BERTY AVE.,PORT JEFFERSON, NY 2 1 4 2 6 (; 14 I 631 827-0110 1 2 2 I 76 'L- -j: 74 2 ) 12 I I 2 2 2 2 2 2 2 2 2 2 2 2 21 16 14 I N 16 2 11 1.I 1 12 1 I11 2 :I 16 �. 16 "� 14 1 1 0 .11 1 1 12 1'! ) 161 1 I 16 14 1 1�1 I� 1 Z 2 I 12 11 11 I 2 I 16 I 1614 1' 1 O 1 I I I I 11 >- F3 I 2 12 2 16 16 Z — „ . w. .._..._._................. ..... . .. . .. 1 2 I I 12 I I 2 :j 16 I 16 J J 0 LU 6 4 4 1 1 2 :� 16 1 1 16 w H� W 1 D � � 1 2 •1 1 4 4 4 - Q 16 16 0 J IL/ L 16 16 12 ^ F- - L- - - - :- - 1 I2Ex 8 BAN i 12 �y U 1 16 :I 163 1 16I 16 12 L 12 r — 1 — 16 2 x 8 BAND - - - - - - _ - - - - - - - 4 1 BELOW 16 I 12 I 4 I 1 4 i ) 16 I 12 6 74 1 4 10 10;:; 16 16 16 16 16 16 16 16 16 16 16 D 6 At O 2 - 2 x 12 x 6' ``? ] 12 (DROPPED) 14 4 12I I 8 / 14 4 ^ / 16 1L.L L - - - - - -. JL- 8 1 14 `f lJ 14 1 8 14 I I ::, 4 � 4 4 4 4 4 [i6 2 2 4 1 1 O �II I 14 3 4 —' 10 10 1 10 -7C 10 10 10 .1�71f 10 10 1 10 8 III1474 I 1414 11 8 - - - - - - III - - - 14 n 14 �1 10 d; LT- - - - - - - - - � L L - - - - - - - - - - - - - 12 ' 10 U I 2 x 6 x 16' 2 X e5 x 16' 12 1 10 12 I I 16 1 10 2 - 2 x 10 x 8' 1 12 1 I 1 70 12 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 88 1 U� CO I 1012 N z o .� c� o �- - - - co mt. L L- - - - -- i�J —J- - - - - - - - - - - - - -�-, - - - - I 10 O 12 ;^- O (D 70 I 10 12 f2l co 2 x 6 PORCH CEILING JOIST © 16' O. C. I 10 12 W WWCO LJ CO 10 12 q 00 f-- M � � 1 O 92 \� Q 0 J CEILING JOIST TAMING PLAN 1 — 10 12 �D C5 Z 1/4" = 7 '-0" U U Z 10 12 O 0 LO x 10 12 \� U� z I � 10 12 I I Q Q I- - - - - - - - - - - - - - - - - - - - - - - - - - I 16 L-L— 2 x 8„CEILING GIST AT 16 0.C. B Y:cA s C K:JCH _2 x 4 KNEE AL BEAM SCHEDULE NOT REVISED OR REVIEWED O1 - 5 1/8"' x 19 1/4"' x 22" GLUE LAM FLUSH ROOF BRACES ALLOWED O2 - 2x 10x 12' FLUSH QUSINTlTIES cn � © 2 — 2 x 10 x 10' FLUSH 2 x 6 x 16 �,33 DATES- 11-032 x 2 W 2 x 8 x 10 LEDGE 2 X S � 2 - 2 x 12 x 10' DROPPED - BOTTOM OF BEAM � 8'-1 1/8' A.F.F. � j0 2 - 2 x 12 x 8' DROPPED - BOTTOM OF BEAM 9 8'-1 1/8' A.F.F. 2 x 8 x 12 36 LEGEND SHEET: O2 - 2 x 10 x 8' DROPPED 2 x 8 x 14 23 2X"JO/ST, RAFTER, HIP, OR GALLEY f3E - SE SCHEDU EVARIES VARIES 2 - 1 3/4'" x 11 7/a•" x 12' LVL FLUSH 2 x 8 x 16 82 2 x 8 CEI G ST PER PLA PER PLA 2 x 4 ST WALL; 2 - 1 3/4" x 11 7/8'" x 16' LVL FLUSH 2 X 10 X 10 02 DOUBLE JOIST TRACEILING DETAIL 0 2 - 1 3/4" x 117/8" x 16' LVL FLUSH 2 x 10 12 04 _ I- JOIST O3 - 2x 12x 16' FLUSH 2 x 71 x 16 02 112" = 7 '-0" O J - 2 x 12 x 14' FLUSH 2 X 12 x 10 02 — ' — • — • BEAM 2 - 1 3/4"' x 9 1/4" x 10' L VL DROPPED 21x 12 X 14 06 INTERIOR LOAD BEARING WALL ® 2 - 1 3/4" x 14" x 14' LVL FLUSH ON TOP OF WALL X 12 X 16 08 OF: 8 REVISIONS DATE BY SPANS /15/16 JCH P/SCA TELL/ REV 51J011 6 LDJ NOTE.- ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD These drawings have been reviewed BEARING WALLS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND and revised to meet requirements of T£RMINA TE A T FOUNDA TION AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM OR FOOTING DESIGNED TO CARRY LOAD. the Building Code of New York State 2010. The use of these drawings have been authorized be FBA, Inc. Copyright protection remains for the 2 X 8 RAFTERS original material provided by Frank < (9P Betz A55ocrate5, nc- 7 LD JOHNSON ARCHITECT r — — — — — — - I ] I 115 LIBERTY AVE.,PORT JEFFERSON, NY 631 827-0110 I L I '. Ln O O 2 2 24 24 24 24 24 24 24 24 24 24 24!, 24 26 26 26 24 24 24 24 26 26 26 18 78 18 18 18 78 18 18 18 18 18 16 O 18 18 18 18 18 18 78 78 181 78 Q0 i F-� V Q I � ' - - - - - - - - C--� �l � � o II , V WLu ryO O I I u - '_ LE) 7 0 (21 x 7 0 Rlq GEIF 70 I 16 76 76 16 16 16 76 767e 76 16 16 16 16 16 76 16 76 16 16 76 7 10 10 70 110 70 70`� 710 = I I 11 I I 1 (2 x 11 ?O I 7 ( x 70 'IV 1 7 ( x 17 ( x 70 I I R G 1 I R DG I RIS GE RIDGE- - — I I i i F- 24:: 24 24 24 241 1 28 28 28 112 28 28 28 112 \ 28 28 28 28 28 081211 28 28 28 28 28 28 28 28 26 24 22 20 18 167 e 16 18 20 24 26 28 74 24 1 1 8 41 1 2cE 11 r 2 2 I I i II II 24" 11 IF z L — I E- 4 4 1 1 ^ / i t i i I 4 1 1 4 1 1 2 LL — — I r7 I 6 I 11 6 I I 12 xE7 0 R 22 ' — — — — — — — — — — SL EE ER 2 )x 10 X I' l l r — — — — L7 I �7OL — — 1 1 7 1 I 1 I 1 I 170 6 6 1 LL 1721 1 I I 11 (2 x 1 Toy 121 I 8 8 I 1 I I 1 I 00 1 1 1 1 1 1 1 1 1 1 1 1 I 74 I I 10 70 N I I 11 4 1 I I 1 I 1 1 I 1 1 7 1 I I 7 0(2 x 10) 14 (2 x 10) 7 0 } I I I I I I f I ZI I 20 (2 Jx 7 0)Z " Q - - - - - - - - - - - - - - - - I 72 72 N z 1 O � I 14 4 a Q ro1 I o 4 I 74 D 74 wO 1 U m I 00 76 k 76 W --- m Lu O 000 ROOF FRAMING PLAN ,6 76 z w00 I76 76 o � z `� 76 76 u O z o Q Li- NOT w NOT REVISED OR REVIEWED 1 76 76 O o Ico QUAN T/ TIES Ln 1 76 16 ' I (Y � z Imo_ � 2 x 8 x 70 16 I 76 76 N Ld 0 2 x 0 x 72 O �- - - - - - - - - - - - - - - - - - - - - - - - - J 2 x 8 x 74 1 2 x 0 x 76 49 BYeAs CK✓cH 2 x 48 x 18 25 2 x <8 x 20 02 2 x <8 x 22 02 DATES-11-o3 2 x <8 x 2 26 2 x 8 x 6 09 LEGEND SHEET: 2 x <8 x128 27 2 - 1 3/4"x 11 7/8"x 16'LVL DROPPED - PLACE BELOW RAFTER SPLICE 2 x 10 X 10 07 2X" JOIST, RAFTER, HIP, OR VALLEY 2 x 7 x 12 01 DOUBLE JOIST 2 x O x 74 03 2 70 x 76 03 — — I– JOIST 2 x 10 x 78 01 — BEA M x 10 x 20 01 2 X 70 X 22 02 INTERIOR LOAD BEARING WALL OF: 8