The URL can be used to link to this page

Home My WebLink About39111-Z ��o511FFt1lK�o�� Town of Southold 9/14/2015 o - P.O.Box 1179 d' T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37774 Date: 9/14/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4225 Stanley Rd, Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-66 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2014 pursuant to which Building Permit No. 391 i 1 dated 8/15/2014 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 AND REAR COVERED PORCHES,UNFINISHED BASEMENT AND ATTACHED TWO-CAR GARAGE The certificate is issued to Koch,Gregg of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0055 07-13-2015 ELECTRICAL CERTIFICATE NO. 39111 09-10-2015 PLUMBERS CERTIFICATION DATED 08-24-2015 William Schwartz Au o ed S' ature ao�SVFFot,r�oTOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39111 Date: 8/15/2014 Permission is hereby granted to: Koch, Gregg 50 Silas Woods Rd Manorville, NY 11949 To: Construct New Single Family Dwelling At premises located at: 4225 Stanley Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-66 0 Pursuant to application dated 8/15/2014 and approved by the Building Inspector. To expire on 2/14/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,051.20 CO -NEW DWELLING $50.00 Total: $3,101.20 6:!—,--ffUuingin ��o�SUF uFof y TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY dol � .pa 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 #: X7-2,2 Date: 1/3/2013 Permission is hereby granted to: Cr R k-/a<j�) SWoo s Great AIeeks Y 4do1 To: construct a New Single Family Dwelling with attached two car garage, covered front porch & rear deck as applied for At premises located at: 4225 Stanley Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-66 Pursuant to application dated 11/15/2012 and approved by the Building Inspector. To expire on 7/5/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,051.20' CO -NEW DWELLING $50.00 Total: $3,101.20 Building Inspector rorm no.o TOWN OF SOUTHOLD BUILDING DEPARTMENT FAUG 2 2095 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;vse: 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. C{ . , 2_01n New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: _Z 1 e L4 P—Cl (`-' Ct 4. -I-U CC1 House No. II Street Hamlet Owner or Owners of Property: ��—C 1/G k Suffolk County Tax Map No 1000, Section I O G Block , 08 Lot Subdivision �_�i`L, C� C,J— H Ce H - u C.K Filed Map. I 1,370 Lot: Z Permit No. 9 1 Date of Permit. -1,x-1 Applicant: Grc c� I� UG� Health Dept.Approval: Underwriters Approval: �l Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ L n-u-( Applicant Signatur Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 �ly�4UNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Manzi Homes East Address: 4225 Stanley Road City: Mattituck St: New York Zip: 11952 Building Permit#: 39111 Section: 106 Block: 8 Lot: 66 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806-ME 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 OIL Duplec Recpt 71 Ceiling Fixtures 34 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 11 Smoke Detectors 8 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesr53] Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 20 AA Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 4- Exhaust Fans, 1- Paddle Fan, 1- Hydromassage Tub, 1- Electric Cook Top, 2-Ovens(40A),8-ARC Fault Circuit Breakers Notes: Inspector Signature: Date: September 10, 2015 Electrical 81 Compliance Form.xis so Town Hall Annex Telephone(631)765-1802 54375 Main Road csa Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 . I BUILDING DEPARTMENT I� TOWN OF-SOUTHOLD U AUG 25 2015 CERTIFICATION Date:. „2-015_ Building Permit No. Q d j G�l Owner: Cm—C� J Q—(Please dlease print) Plumber•_ W &\,-K J?�Y'\�c. l�JJr M_ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this�`-,- - day of _ , 201 C, Notary Public, <��cqunty Deborah A.Donegan Notary Public,State of New Yo* No.4978909 Qualified In Suffolk County Commission Expires June 22._Dvl'z�' .� �Of SOUr�, opo cOUNTV,� TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 NSPECTION , [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT,PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE —INSPECTOR--,d, �� s a TOWN OF SOUTHOLD BUILDING DEPT. 76S-i 802 SPECTION , 6 UNDATION IST ROUGH PLUMBING t * FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKI REMARKS:- 7-� DAT INSPECTOR r pE SOpT�ol o�ycou TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND ION 1 ST [ ] ROUGH PLUMBING [ IF NDATI D [ ] INSULATION [ ' FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLAC & CHI EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL REMARKS: DATE ® INSPECTOR Fjf 8 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - t f - INSPECTO I--- UOUNi`1,� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 1 NSPECT'* N U [ ] FOATION 1 ST, [ , ROUGH- PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING / STRAPPING [ ] FINAL ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR - r - SO�r�o! TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ IR PLUMBING [ ] FOUNDATION 2ND [ . INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECAL (FINAL) [ ] CODE VIOLATION [ AULKING REMARKS: DATE 6 / dO INSPECTOR �lyle0ou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH- PLUMBING `--� [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C= ci > DATE h3 INSPECTOR ZZ rjf so cou TOWN OF SOUTHOLD,BUILDING 'DEPT. 765-1802 INSPECT104- 0 0 OT! PLUMBIb FOUNDATION IST ROU PLUMBING ] FOUNDATION 2ND I ULATION FINAL FRAMING /STRAPPING FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: Ava 3�� J/ D AT AIO� INSPECTOR SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE '� ��/ INSPECTOR FIELD REPORT DATE COMMENTS 7-6 FOUNDATION(IST) � 4z- --------—-— ----------- ---....... ------ FOUNDATION(2ND) 1 ' z i ROUGH FRAI nNCy& PLUMBING �. to INSULATION PER N.Y. STATE ENERGY CODE y a FINAL ADDITIONAL COMMENTS Gt U✓ �e e �,DG� < S 1 0 -1 0 z o d o � • o � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets-of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 Z 72 a Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined y 20 Storm-Water Assessment Form Contact: Approved v,20L,�:L Mail to: �J(7 Disapproved a/c Phone:IndviorUM(C , /,I/ i[q 4q Expiration U,20LTf%03 " el —z[e &N- ,i-7 -tt �� Building Inspector APPLICATION FOR BUILDING PERMIT Date September 26 , 2012 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public.streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of aBuilding 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 applican or name,if a corporation) 50 Silas_Woods Road, Manorville NY 11949 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Future Owner of Lot/Residence Name of owner of premises Winhaven Associates,LLC (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: - 4225 Stanley Road Mattituek/21 P4 l6ki, J House Number Street Hamlet County Tax Map No. 1000 Section 106 Block 08 Lot 66 Subdivision The Fields at Mattituck Filed Map No. Lot `12 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 6 Number of dwelling units on each floor 3 If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Not Applicable 7. Dimensions of existing structures, if any: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front 67'-6" Rear 63'-6" Depth 63'-6" Height 29'-2 1/2" Number of Stories 2 9. Size of lot: Front 122.42' Rear 140.00' Depth 231.28' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YES NO X 98 Ca ,ll Rd 14.Names of Owner of premises Winhaven Associates Address Great Neck,NY 11021 Phone No. (516) 885-8155 411 South Name of Architect L.K.McLean Associates P.C. Address B olhaven,NY I Rd9 Phone No (631) 286-8668 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Michelle Koch being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Future Property/Dwelling Owner (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. Swor o before me thi i� day of 20 /,*;1- Notary Pis wr,l IuVL WIEGAND Signature of Apflicant 6NO TARY PUBLIC,State of New York No,01WI6210359,Suffolk County Commission Expires August 17,2018 t Town Hal!Annex I G� � sws NL,&Road - P.O Soar 1179 SbudwK NY 11971-OS9 U U I I01 BLDG DEPT SURMMDEPAWIMM _ TOWN OF SOUTHOLD TOWN OF S4QW APPLICA_n_QN FOR ELECTRICAL INSPECTION REQUESM BY: 1f1 P-N Date: 2 10 ZOIs Company Nance. - Narrle: M QV 1L PUCC " license No.: _M E dress: -2- 1 IFKOW =_In. Qd. Ce1n�-�r N►ov+' des 1� 193 no No.: &7� JOBSITE fNFORMATION: (*indicates required infcrrnation) * : M Q n zi N m�s ECfi Street: - - *Phone No.: Perr*No.: — 3 Tax Mop Qehrirt: 1000 sin: 10 Mocic_T Lot: *BRIEF DESCRIPTION OF WORK(Please Print Cbady) (Please Cmde AN That Apply) -- 4s job ready for Inspection: NO. Rough in FkW *Do-you need a Temp Cor ta: S NO - Temp Information(if needed) *Service Sim: 9 RMN ISO -- 300 350 400 09r 'iNm Service: Y Number C Mp of SwAw Owafmad Additional ip ado n: - PAYMENT DUE WITH APPLICATION � M224;hWe0 fer 1 on ForM . I b° Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment at Porro GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:(If Different than Applicant) L K.McLean Associates Michelle Koch Address: Address: 437 South Country Road,Brookhaven NY,11719 50 Silas Woods Road,Manorvllle NY,11949 I Telephone#:631-286-8668 Fax#: 631-286-6314 Telephone#: Fax#: 631-874-2605 E-Maif: E-Mail: Cdwyer@lkma.com forevermore17 aol corn Property address: 4225 Stanley Road,Mattituck NY Brief Description of Construction Activity,Proposed Stractural BMPs,Soil 1000 106 08 66 Stabalization BMPs,Project Scope and/or Sequence of Construction Activity i D1striG red-ion Black Lot (Provide Additional Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: The.propOSed acflVlt�IS the COnStrUCtlOn Of a 2�StOf�-residential _ Owner responsible until contractor Is designated dwellln In the town of Mattituck,NY.Proposed BMP's Best Address: ____.-- - _-_.....--I---__.__,._--I--1 __------ ------ Mana�ement Practice are detailed on the sediment and erosion Telephone#: Fax#: ------ control Ian These measures include the Installation of two E-Mail: ___...,..1?.,......__..,_..__...__.....___...._.._.._,......._..,__..._..__ stabilized construction entrances,silt fence at the limits of W_ Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: disturbance and storm drain inlet protection.The project scope Owner responsible until contractor is designated ----------------------------- -- ----�-__ Address: and proposed construction sequence includes excavation for a Telephone#: Fax#: house foundation_construction of a 2-story residential dwelling, E-Mail: installation of drainage structures,minor grading of site to direct_ all site runoff Into drainage structures,paving of a 2,252 S F i Total Area of All Total Area of Land Clearing Pro)ectParcels: 1 19 Acres and/orGrolmdDlsturbanca. 30,202 S F. driveway and landscaping the property. _T�______________ (SF/A—) (S,F IA—) 1 Project Duration: start End _....-----------------------.._---___..---__---- ! (Anticipated) 155 Days Date: Jan 2013 Date' June 2013 l (Number or Calerdar0ays) -.....---...._..,.._,....,.._—,._--- .—___.__—...____------------ I Will this Project Disturbe five(5)or More Acres at 0 Any One Time During the Proposed Development 7 Yes No -----------.-.._.._..____.--_....------------------- I If YES:Please Answer theFollowingl _-_-------- . _.. __.__---_____-_.,-_------------- a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site = O List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No No waterbodies or Wetlands will be Impacted i c. Does the SWPPP Adequately Identify All Temporary = Q and/or Permanent Soil Stabalization Measures? Yes No "M-aRiTucRrreeli isWd clo`sesCwafe_0 dy --------- d. Does the SWPPP Adequately Identify a Complete 0 = --`-------_-------------- --------______. -_______- Project Phasing Plan? Yes No Status of impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific = = Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:leg.Lake,Creek,Bay,Pond,Sound,FreshwaterWetiand«,) Of Intent and SWPPP Acceptance Form for Review 7_1 U by the Town of Southold? Yes No N/A STAIT OF NF.W YORK, COUNTY OF..... ........ .......................SS That I,....... ` `....... ....... ..`................being duly sworn,deposes and says that he/she is the applicant.for Permit, (Name of individual signing Document) Andthat he/she is the ............ .......I......... "! .................................................................................................... (Owner,Cootrador,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Swom to before me this; 2 nom- 63 ...............................................dayof.......... ...............................,20..... Notary Public: ..... k.,.... ....,. .. /�liii'i P.White""' (SI ature of Applicant) SWPPP Assessment F 03-12 No.01WH5072750 Qualified in Suffolk County Commission Expires Feb.10,2015 For Department Use Only: U145 rT.O.S. "SWPPP" Preparation - Chapter 236 S.C.T.M.#: Property Address: z 06Storm Water Pollution Prevention Plan 4225 Stanley.Rd,Mattituck.NY 11952 1000 106 08 66 Review Checklist Checklist # 1 District Sano. 61ock Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: YES z NO i N.A.,Explanation for Ido or N.A. Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) i ; , Location(pg.#f) 1. Drainage Calculations&Stormwater BMP s Designed to contain a Two Inch Rainfall On- rte. In 11 ' 2, Construction Phasln Plan Indicatin Se uence of Pro c! et Construction Activities.- 3. General Location Map: 4. Draiangt:Site Plan Drawn to Scale at Sixty(60')feet to the Inch or lamer Indicating the Following_ ice, a__,Location and_Description of Properly Boundaries;___-__-.___ ,_ _ -- x 'Q�Q, - --- -��f ----- - --------- --- ---- ----- -------- ..... _b:__S1te_Acreage;____ t xOt0tQ+ ----_._._._----------, --•-•----_._.__.___...._-.___,-_..___._.� c , ti_-__...._..,.._---Data-.. __---____-- __ _ _ c. All Ewstin ,Natural and/or Man Made Features on and within 50'of the Property Boundary; - d. Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table; _IOI�IUc Test hole data is included,water table was not encountered _.___--_ _ e. Contours Indicatin Pro art Elevations Mln 2'; f 1- ----• -•- ----- f. ----- _... _. . .................__. f. Spot Grade&-Finish Floor Elevations for Existing and Proposed Structures; Ir _---_- _ --- -_ _. _ __ __-__ 1 I _- - -- . -------___..-___._..._•___ __ 9• Location o)Wooded Areas&Isolated Frees with a fNinimum Iriension o)ie bfameter; - h.Soil Conservation Di'stricf Soif Stiivey. --- -- _._. . ..__.-- -__-__-_ - 5. Background Information about the Scope of the Project,Location&Description of the Site, , Pro osed Chan es to the Srte and A11 ExistingDevelopment on the '�' -- _.. __?--..._. esiteincludingtheFollowing. + r -------_. . .._._------ -• - - . ..--.-----_---._,...._.__----____- --- _ Improvemenlg Jinpludigg Total Araa.oiLarld_Risxurbance&Total Sl#e Area;------___---s�;�'sC]i_.._. _---,•--•--- _ . .. ... ... .....-- - _____ . --------- • ----- --- b. All Excavation.Filling,Stripping&Grading Proposed and Identified as to depth,Volume & Nature of ® 0°�> _ Materials Involved• -_c_ All_Areas Reeulring Clearing angLgr:P bbing�__ d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately , x , be placed; ,010,t c e. Tem_pq!Rry&Permanent Vegetation to be Placed on Site; _ - - _ 1®, f. All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed - ^ixQ;Qiii 1 i t r --- -'---- -........• --- -. . . ... -- _ g. The Anticipated Pattern of Surface Drainage During Periods of f;Peak Runof h The Location of all_Roads,Driveways,Sidewalks Patios Structures Utilities x _ Improvements,fncfuiling"I•emporaryAccess&Crinstrtiction StagCng Areas; -- �•-- I + c � _t:-'ifie l=ztstfng'&Fiiial'Contours ana of Spot bfevations oftFie site. &, A Schedule of the Sequence for the Installation of Al Planned Soil Erosion,Sedimentation &Stormwater Runoff Control Measures. --------- ---- i 010101 escnpUon of Pollution Prevention Measures that will be Implemented. 8. A Descri ---------------- ption of the Minimum Erosion&Sediment Control Practices to be Installed and/or plemented for Each Construction----- that will result in Soil Disturbance. 9. Description of Construction&Waste materials Expected to be Stored On-Site, __ _sI=1=F --_--� 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the i New York State Storm Water Design Manual Technical Standard. i 0 s r 11. General Site Plan and Construction Drawings for the Projects__, 1 i�f O t O r _•___•„••,"•,_•• •__ _ _ 12. Dimensions,Material Specifications 8k Installation Details for AI Erosion&Sediment Control Practices,i xQ _- 13. Temporary Practices that will be Converted to Permanent control Measures.____ _ ® (� (� - i4. Implementation Schedule for Staging TemporaryEroslon__ContrRlPractice orBMP. 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& 1 1 + Sediment Control Practices. ®i i .-.__."___.___•....-.,___._.____......___--___-__._.--__--___•___,___._-_-_._.__----_._� 1 �__._-__...._.._,..__.-._-------._._.....___..__........_.. ___, Data."....•__._.___ 16. Names of Potential Surface Waters of the State of New York and/or M84that may be + 1 1 ' Mattituck Creek Impacted by Development. f®101 i�I 17. Delineation of Storm Water Control Pian Implementation Res nsibilities for Each arl of the 1 r 1 + ProectConstructionSite. - p-........ ®IC] ______................ "... .--,-_ Project r I i Prone owner fc be responsible unt1 contractor is d'esigna d'"'""""""" ""' '- _.-________.__._._,__.___ _.,._,_______-._. ___ .Data_ I other Existing Data that Describes Storm Water ----and/or Natural Drainage Swales� _; -xx :r __.. � 19 Identification of All Contractor(s)/Sub-Contractors) Responsible for[nstailing,Constructing, , , f 1 Property owner to be responsible until contractor is designa d Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. •=:177 Storm Water Management Control flan Checklist#1 : 03-12 Soil Map—Suffolk County New York (Soil Conservation District Soil Survey-4225 Stanley Road,Mattituck NY) a N r 704300 704400 704500 704600 704700 704800 704900 705000 705100 705200 705300 41°0'10" 0 0 41°0'9" m o m � v HaA Pis CIB Has RdC APPRO ATE ITE e v _ L 0 ro 1 � m v !'r o o n I O. o v N PC PI o } \ 0 m , m u••',T,�_ A Q N v $4 RdBN HaA 0 RdC 0 n v v � � v I' a - _ a 4 40°59'4T' MEN704300 704 04 400 704500 7600 704'700 704800 704900 705000 705100 70 200 70600 40'59 46" m Map Scale.1 5,120 if printed on size(8.5"x 11")sheet. a " N Meters " m � A 0 50 100 200 300 n Feet 0 250 500 1.000 1,500 U_ Natural Resources Web Soil Survey 12/28/2012 Conservation Service National Cooperative Soil Survey Page 1 of 3 Sod Map—Suffolk County,New York (Sod Conservation District Soil Survey-4225 Stanley Road,Mattituck NY) MAP LEGEND MAP INFORMATION Area of Interest(AOI) { Very Stony Spot Map Scale.1:5,120 if printed on A size(8.5"X 11")sheet. ® Area of Interest(AOI) Wet Spot� P The sod surveys that comprise your AOI were mapped at 1.20,000. Soils r—] Soil Other Soil Map Units Warning:Sod Map may not be valid at this scale. Special Line Features Special Point Features Enlargement of maps beyond the scale of mapping can cause c 1 -Blowout Gully� misunderstanding of the detail of mapping and accuracy of sod line r' Short steep Slope placement.The maps do not show the small areas of contrasting ® Borrow Pit Other soils that could have been shown at a more detailed scale. X Clay Spot Political Features Please rely on the bar scale on each map sheet for accurate map ♦ Closed Depression O Cities measurements. Gravel Pit Water Features Source of Map- Natural Resources Conservation Service Z. Gravelly Spot N Streams and Canals Web Soil Survey URL. http//websoilsurvey.nres.usda.gov Coordinate System UTM Zone 18N NAD83 ® Landfill Transportation Rads This product is generated from the USDA-NRCS certified data as of A Lava Flow �a the version date(s)listed below. „& Marsh or swamp Interstate Highways Soil Survey Area: Suffolk County,New York x Mine or Quarry N US Routes Survey Area Data. Version 10,Dec 20,2011 O Miscellaneous Water Major Roads Date(s)aerial images were photographed* 7/31/2006 p Perennial Water Local Roads The orthophoto or other base map on which the sod lines were compiled and digitized probably differs from the background v Rock Outcrop imagery displayed on these maps.As a result,some minor shifting + Saline Spot of map unit boundaries may be evident. Sandy Spot Severely Eroded Spot 0 Sinkhole p7 Slide or Slip p1 Sodic Spot Spoil Area Q Stony Spot USDA Natural Resources Web Soil Survey /2012 Conservation Service National Cooperative Soil Survey Page 2 of 3 9 Soil Map—Suffolk County,New York Soil Conservation District Sod Survey-4225 Stanley Road,Mattituck NY Map Unit Legend Suffolk County,•New York(NY103) Map Unit.Symbol_ . Map Unit,Name Acres in AOI Percent of AOI CpE Carver and Plymouth sands,15 to 35 9.5 8.6% percent slopes HaA Haven loam,0 to 2 percent slopes 21.0 189% HaB I Haven loam,2 to 6 percent slopes 7.2 6.5% He Haven loam,thick surface layer 2.0 1.8% MfB Montauk fine sandy loam,3 to 8 percent 17 1.6% slopes PIB Plymouth loamy sand,3 to 8 percent slopes I 5.4 4.9% PIC Plymouth loamy sand,8 to 15 percent 8.4 7 5% slopes PmC3 Plymouth gravelly loamy sand,8 to 15 1.3 1.1% percent slopes,eroded RdA Riverhead sandy loam,0 to 3 percent 6 8 6.1% slopes RdB Riverhead sandy loam,3 to 8 percent 39.3 35.4% slopes RdC Riverhead sandy loam,8 to 15 percent 8.4 7.6% slopes Tm Tidal marsh 0 0 0.0% Totals for Area of Interest 111.01 100.0% USDA Natural Resources Web Soil Survey 12/28/2012 Conservation Service National Cooperative Sod Survey Page 3 of 3 L11AAL. K. McLean Associates, P.C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 Associates EUGENE F.DALY,P E.,P.T.O.E TM, PRESIDENT and C.E.O. CHRISTOPHER F.DWYER RAYMOND G.DiBIASE,P E.,P.T.O.E Tm,EXECUTIVE VICE PRESIDENT ROBERT A.STEELE,P.E. DANIEL P.JEDLICKA,P.L S.,VICE PRESIDENT JAMES L.DeKONING,P.E. STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER - January 3, 2012 Southold Town Building Department 54375 ain PO Box l 71Rd E C E E Southold,NY 11971 U � JAN - 4 2013 Re: Koch Residence—Storm Water Pollution Prevention Plan 4225 Stanley Road,Mattituck NY BLDG DEPT LKMA No. 12067.000 TOWN Of SOI;THOLD To Whom It May Concern: As Consulting Engineers for Gregory & Michelle Koch we are submitting a Storm Water Pollution Prevention Plan (SWPPP) for your review and subsequent approval. Details relative to this submission can be found on the attached drawing and completed forms. Enclosed herewith for your review,please find (4) copies of the following: 1. Storm Water Pollution Prevention Plan Assessment Form 2. Storm Water Pollution Prevention Plan Review Checklist#1 3. Soil Conservation District Soil Survey 4. Engineering Drawing(Site Plan) Should you have any questions or comments regarding this application please do not hesitate in contacting me. Very truly yours, CFD:pft Christopher F. Dwyer Encl. (4) L.K. McLean Associates P.C. Cc: Michelle Koch w/enc. LKMA File Copy w/enc •Founded in 1950 • Page I of I LUBA LETTER OF TRANSMITTAL L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS DATE: 12/20/12 1 PROD NO.: 12067 437 SOUTH COUNTRY ROAD ATT: Pat Conklin BROOKHAVEN, NEW YORK 11719 RE: Koch House Building Permit Revisions TO: Pat Conklin, Plans Examiner Town of Southold; Planning Department 54375 Route 25, Southold, NY 11971, 11971 We are sending you ® Attached 0 Under separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order X Other: REScheck Compliance Certificate Copies Date No.Sheets Description 3 12/20/2012 9 Koch Residence Revised Plan Set 1 12/20/2012 1 Koch Residence Revised REScheck These are transmitted as checked below: X For Approval Approved as Noted Resubmit Copies for Approval For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File w/Enc. Signed: r �� j� ; ;•;'} ` N `= -!4 li i! bL D EC 2 6 2012 BLDG DEPT TOWN OF SOUTHOLD L11AAL. K. McLean Associates, P.C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 Associates EUGENE F DALY,P E,.P.T O.E TM, PRESIDENT and C E O. CHRISTOPHER F.DWYER RAYMOND G DiBIASE,P E.P T.O E TM,EXECUTIVE VICE PRESIDENT ROBERT A STEELE,P.E. DANIEL P.JEDLICKA,P L S,VICE PRESIDENT JAMES L DeKONING,P.E. STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER December 21,2012 Pat Conklin,Plans Examiner Town of Southold Planning Department — �` i�` 54375 Route 25, , Southold,NY 11971, 11971 ! � ; RE: Koch Residence,"The Fields @ Mattituck" SubdivisionIF DEC 2 4 2012 Site Plan Resubmission to Planning Department—Lot#12 LKMA Project#: 12067.000 j SCTM#: 1000-106-08-066 BI-DG DEPT TONIN OF SO.,THOLD Dear Mr. Conklin, In accordance with your office's request we have added site drainage elements to the Site Plan submitted earlier to your office for review and subsequent approval. The revised plan includes a storm water drainage design to retain all roof and surface runoff on site. Please find the following plan for your review: • Three(3)copies of the revised Site Plan, signed and sealed This Revised Site Plan coincides with the Southold Stormwater Management Form which is to be completed and submitted by the applicants, Greg and Michelle Koch. Thank you for your time in reviewing this plan, if you have any questions please feel free to contact me at 631-286-8668. Very truly yours, Christopher F. Dwyer,Associate CFD: ps Enc. (1) Cc: Michelle Koch,Applicant w/enc. LKMA File Copy w/enc. •Founded in 1950 • SOUry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA _14C Southold,NY 11971-0959 �l� �Q C®UNT(,� August 27, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Gregg Koch 50 Silas Woods Rd Manorville NY 11949 Re: 4225 Stanley Rd, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39111 — New Dwelling s PROPOSED SANITARY SYSTEM + Suffolk (Co. Tax Map: 1000-106°00-08.00-66.00 1,500 GAL. SEPTIC TANK 2A0�� J' N/F (S' DIA. X 5' LIQUID DEPTH) '�- '"" =:, =ry:` ` -_ : ,b. 372 JERICHO CORP. Notes: WITH HIGH DOME AND (2) _ �'.-a 1. Area of Lot#12=51,735 Sq.Ft. (1.2 Acres) and is owned b 8' DIA. x 8° DEEP LEACHING © =r €}(;. [�,:= --= p �DVEMENT FOR STORM y Winhaven Assoc. . -' t - 03 WATER RETEN TIGN - PO.OLS AREA A', 2. Existing topographic contours in wooded area hereon is from actually field o:•: =- -i :=:: - Y (LOC. OF FUTURE EXP. `^ : := = - -= %* PER MAP DF ,THE survey by Young&Young,L.S.of January 28, 1992. (Datum:NGVD 1929 FIELDS AT MA TTI TUCK USC&GS) G�p\Q SHOWN) - �' rf _ _ _ - = MADE BY YOUNG AND YOUNG, LAST;DATED - 3. Test Hole,proposed lot subdivisions,roads and water main shown on Final Plat O� f NL7VEMBER 21-2005 . 2005. of The Fields at Matttituck-Suffolk Co. File Map#11370 of March 31,2006. Non` = F' F.- -:= :•`l. _= __ i There are no known wells within 150'of proposed osed c p p esspools.There are no known : Disturbance storm drains within 20'of proposed cesspools.There are no surface waters within N a t u ra I 300'of parcel,except as noted on plan.All surroundingparcels vacant within P p - . Vegetation �}g r_ _ t��• 150'of-property line. M.H. E : _ 01. f - Buffer t11 ;', --5-Q .O.= = -y "� = _ _ 5 The single family dwelling - - ' ` •` g y on lot#12 will have a public water service for - - - - - - - - - - =- - =-•j � � - _ -t- - �`,_ - domestic use. nt roposed �f. Proposed Residence as per Architectural Drawings by L.K. McLean Associates Bldg. Envelope `� ' _ _ _ _ -- f •, P.C.-August 2012. 94.7' • �p S S�pN Y O; 7. Proposed Sanitary System is designed for a total of 6 Bedrooms. REP 10.0 suFO®�.K c®U�,�r•®�rP,�RTr�Elu,�®F r�EA>.Y+� sER1�icEfi P�RMiY Ea®R APP-ROVAIe OF CONST .SiNgI:E FAMILY RESIDENCE.ONLY LJ 15'� SEP °0 5 2012' :PROP D: r' ��1° 141 .3' : _ Non DATE H. _Er. FJo. d� SE1 o APPROVE® / -- 5> .'Q DR_I A_ Y <' ,p Disturbance _ � Natural 11EDR00RIS' S Proposed Vegetation 6i 1 f Foundation ' �, r .1 \ Buffer EXP1R", !•tR _ `1Eo§ 0RQMFDA1ar'®FAPPROVAL Wall •y ' 5�� e I..... :` _ PROPOSED PROPOSED > MAX. a �: _'-- {::':-. __-1 �� GARAGE RESIDENCE EX:_.EL:= 4•x;.8: ST FFE: FFE: 51 .5' VS I .��° �' \49.75' r O MIN " . \\. \ rr o Lot #12 N/F N 4� . I :.__ 372 JERICHO CORP. 3 I : 5% ► ,' 39.2' - 15.0' (Vacant) \ 8 S r i ,MIN� F i/ 1 1' � ,' FOR Lot 11 SEE 7' I •F ��°`—'q; ��✓ SUFFOLK CO DEPT. OF oQ° m�/� ; — - ° HEALTH SERVICES PERMIT FOR \ SUFFOLK COUNTY DEPARTMENT \ Q�ya�;1\�' i� �Ak�� APPROVAL; OF CONSTRUCTION �'' .4j9 REFERENCE No. R10-08-0054 X50 IV/p % `� �.^�� ON AUGUST'GROOM 8; 2008 FOR A 6 f �.®�W PioENACF 44' 40`.0 1� �� / 13EDROOM SINGLE FAMILY AUG ,a 9 201 '� e</c _ 13, �� `ti / ,� RESIDENCE 8 DATE BY O TYP. PROPOSED K E Y �P� � Symbol nbol Description Lot No.12 at the the 'e d U N F N � �/ RESIDENCEI s at Mattituck \ ---' Existing Contours 372 JERICHO CORP. `3p�� # / FFE: `32'5y ` --46 (C.i•=2') for Winhaven Associates pJ#g Situate at Mattituck o, •O 51 Town of Southold. Suffolk County, New York Lot #25 EL, \ DY'al O � PROPOSED APPROVED Proposed Contou (Vacant) 4.9,51' \ ;� C .O.B. SANITARY SYSTEM (C[.=I') qv d% ewage Disposal System Plan '- ; E EX. EL.= 4D. �a K. McLEAN ASSOCIATES, P.C. r so' o ts' ao' Warning: It is a viola ion of the NY State ' k' CONSULTING ENGINEERS C R=300.00' R=805.00' 37 SO. COUNTRY ROAD.-BROOKHAYEN, NEW YORK Education Law for any person to alter this ci 4 L=127.43' ' odol�e;. IMY sd. f.a SAeel N° � F L=52.90 document in any way, unless acting under the � r.A GRAPHIC SCALE R=175,00',L=240.27' �o,�e°�n direction of a licensed professional engineer. � ,�,.�,HY=RGD/CFD 4; LHY Fae Ndt. A�p5031cooust 21 oJz 1 1 G Generated by REScheck-Web Software Compliance Certificate DE ((� EA I, 11 Project Title: Kotch Residence DEC ? 6 2012 f � Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York BLDG Li Pf Construction Type: Single Family TOWPI OF SOL.TULD Project Type- New construction Building Orientation- Bldg.orientation unspecified Glazing Area Percentage. 15% Heating Degree Days. 5750 Climate Zone: 4 Construction Site: Owner/Agent Designer/Contractor: Stanley Road Raymond DiBiase,P.E. Joseph M.Catropa,AIA Southold,New York 11971 L.K.McLean Associates,Inc L.K.McLean Associates,P.C. 437 South Country Road 437 South Country Road Brookhaven,New York 11719 Brookhaven,New York 11719 631-286-8668 631-286-8668 jcatropa@lkma.com Compliance:Passes using ILIA trade-off Compliance-16.1%Better Than Code Maximum UA:607 Your UA:509 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross Assemblyor or D•• Perimeter • Gelling:Cathedral 1011 38.0 0.0 27 Ceiling:Flat or Scissor Truss 1228 38.0 0.0 37 Wall:Wood Frame,161n.o c. 3546 22.0 0.0 162 Orientation:Unspecified Window:Wood Frame,2 Pane w/Low-E 445 0.350' 156 SHGC:0.00 Orientation:Unspecified Door.Solid 115 0.270 31 Orientation-Unspecified - Door:Glass 96 0.330 32 SHGC:0.00 Orientation-Unspecified Floor:All-Wood Joist/Truss Over Uncond.Space 2449 380 0.0 64 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations su itted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Constructi9p,tZode requirements In REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checkli . Qri✓Ctp,41 Na a-Tit Signature Dat ProjectTitle- Kotch Residence Report date- 12/04/12 Data filename: Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: New construction Building Orientation: Bldg.orientation unspecified Glazing Area Percentage. 15% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceding:Cathedral,R-38.0 cavity insulation Comments• ❑ Ceiling.Flat or Scissor Truss,R-38.0 cavity insulation Comments- Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-22.0 cavity insulation Comments: Windows: ❑ Window Wood Frame,2 Pane w/Low-E,U-factor:0.350 For windows without labeled U-factors,describe features, #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Solid,U-factor:0.270 Comments: Up to 40 sq.ft.of this door is exempt from the U-factor requirement. ❑ Door:Glass,U-factor:0.330 Comments Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-38.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Project Title: Kotch Residence Report date: 12/04/12 Data filename: Page 2 of 4 ' C] Budding envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied. (a)Air barriers and thermal barrier-Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired (b)Ceding/attic:Air barrier in any dropped ceding/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls-Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring- Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75 New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: C] Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. Cj Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: n Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the budding envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. F-I All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w g.(500 Pa). Cj Duct tightness test has been performed and meets one of the following test criteria- (1)Postconstruction leakage to outdoors test.Less than or equal to 195.8 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 293.8 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed-Less than or equal to 146.9 cfm(6 cfm per 100 ft2 of conditioned floor area) (4)Rough-in total leakage test without air handler installed:Less than or equal to 97.9 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Lj Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. n For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2 Project Title. Kotch Residence Report date: 12/04/12 Data filename: Page 3 of 4 ' tEj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the • system is not in use Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Kotch Residence Report date: 12/04/12 Data filename: Page 4 of 4 n 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling 1 Roof 38.00 Wall 22.00 Floor/Foundation 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.35 Door 0.27 NA CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: X091—fid '0331NV21Vf19 lON 321V NMOHS lON `ANV Lt6ll �ao�, MaN `}aodsawo(` Lb6ll �ao,l MaN '}JodsawD(` 31 `02103321 30 S1N3W3SV3 80/ONV 9l X09 '0'd pooN uioW 9851 AVM 30 SIHOld 30 30N31SIX3 3H1 SS3aCGV ON/TM ld 031d0M 5301330 LZLI-LZL(IC9) xo3 0602-LZZ(I£9) 3NOHd '318V?J3dSNV?Jl lON 321V SNO&OIJ112130 'NOlini Jno(Dj UogonJ;SUoj — SUDId aliS — SUorSinipgnS — s(an.mS aI}i1 -IlSNI ONICN31 3Hl AO S33NOISSV 3Hl Ol 0NV 'NO3?JIH OJISII NOIlf1111SN1 ONICN31 -S-1 ou6a6ul -V gdasor (INV AON30V 1V1N3WN213AOO 'ANVdAO3 31111 S.1 'jp 'uaS>DS1 'r A@JUDJS :ol jossaoonS 3Hl Ol 3IVH38 SIH NO ONV '03dVd3dd 51 A3A8ns 3Hl WOHM 60A NOSd3d 3Hl Ol AINO Nmi 11VHS NO3?13H O31VO10N1 SNOIIVOIA112130 011VA V Ol JOA;DAanS pue1 0321301SNOO 38 ION I1VHS ON VH5 IVIS (J3SSO8W3 i10 IVIS (JINNI S,a0A3A?JnS ONVI 3H1 ON121V38 lON dVW A3ANf1S SlHi'MVI N vonm ulMiOC) lief ■ ■et4leN 'MVI NOIlVOf103 U 31Vi5 N210A MIN 3Hl JO 60ZL NOLOIS 30 NOI1V101A V Si A3A6nS SIHl Ol N011100V ?10 NOI1V2J311V 03ZINOH10VN0 L9VO9 'ON 'old SAN 0. NOIIVIOOSSV 3"1111 l� ONVI 31V1S N210A MIN 3Hl A8 3Sn HOns ?JOA CI1dOCV ONV 03AOaddV CNV 'S'1'V'I'I 3H1 A8 NViS OIm N IIW 3HI HIMiS3 SV A3ONVC2103O(\J S NI0321ad32Jd \ \ \ LZ'O'V Z=- cJ \ •0bc- O. 0 I a 4, .g� Sg O 4 • !� Y V • L •0 S-,��\ D 1,9 9 19y •OZ O \ Z� �� •o � \ •�� Nti ao� \ti � �d � \ � i � �� •Sf, OWN .00.0i C\ � o H W G� \ O / / v OO �p � •�� •bs SQL` L5 = b'3�Ib' / _vloz 9Z 2138W31d3S / X02=« l 3�vos 3 `oZ• // 99-80-90 l —000 l 'ON XVi •0•S 3 N110J. MIN `J\lNnoo >nojins o�sZ•�c ®10H1n0S J0 NM01 I S X3fllILLLLvW 91 MILIE co rn � ��s�N�� 90OZ ' L2 HDHV' N (13-11J 0/-21L 'ON 3TJ M 3 f LLILLLLvW LLV S TIHI1d HHl � = o J0 d YK C 1_x_10 rl AO AHAHms i SURVEY OF LOT 1 MAP OF THE FIELDS AT MATTITUCK �� !! AUG 25 2015 '._ FILE No. 11370 FILED MARCH 31 , 2006 SI T UA TE MATTITUCK TOWN OF SOUTHOLD S >>�< 09,, SUFFOLK COUNTY, NEW YORK a F U S.C. TAX No. 1000- 106-08-66 C) SCALE 1 "=30' ' SEPTEMBER 26, 2014 / JUNE 16, 2015 FINAL SURVEY AREA = 51 ,735 sq. ft. U1 1 .188 ac. ,,{i T `r Y xy .'pLp�Tl4;:FhVi�.� A, •-•i_t7 - V♦!-�r'ii ��7/ F�C/ 0 sro� \ oz r•7^','Irr.... _ .``�. iY Fi..'JaSi�,�+..1i i.�lv 4.P Ov D yl' .+ .-.. .;-}`l: r....t.-.._ Qy r'f��.:..::::.•.^ � n ha�+n �, 1�;P� Q G s �-9y P� � tY%S?Lf C.'yF-'cfi fy A1P,."I�Ri ,.. �j1 ° t.�,� r�r,r.. CI�.��sr,�IGund to �� / �� y --_ ° ZZ ter,,.}t a �� e• ,? �ti �R (`.- v �i`F'1cc'Og�/?Sfe R� •.7.ii:. �.ate.1:'ara9emen t \ \ o \yam \S9.�S ' �O i1�\/ 9 �A'1 ��G+ 0• 3s / / \ G Y �00 C Qom n� t`�Q QP ti a, \ 70 `05P'11 P to G O � -2.CID '01 1z \ .� O o m • �� o 00. 0. o c� ooF Qo l / 20 0. O R 3,30 QO \ �O L-240.27' > �� a SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE HOUSE O� CORNER ❑A CORNER © CORNER © �� v'O >\D�O• SEPTIC TANK 13.5' --- 23.5' COVER 1 PREPARED IN ACCORDANCE WITH THE MINIMUM LEACHING POOL 21 ' 23.5 --- STANDARDS FOR TITLE SURVEYS AS ESTABLISHED COVER 2 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 0 mc .FT C. , CD � 5g 5 F . . �4ua r N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR 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 Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. In e n0 L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND p g 9 LENDING INSTITUTION LISTED HEREON, AND s — Subdivisions — Site Plans — Construction Lo out TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys Y TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jomesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 34-160B I I d-d- .- : •. ..'. ....'.'.:. s . : ak �� - - S , PROPOSED SANITARY SYSTEM > ' , ,, . L+C�CATI®N MAP s"." .. . .. . ,. .. ..ff ' ...„.. .. '. TAN K C�I1 C1 66 1 500 GAL. SEPTIC • .. . .. . .. . .. .:.. •' .. .•.. . � . Y , 1 , , . .. . .. .. .. .. . .. . .. .. .. . 1 . . . SEM N T OR T RM f t� tI _� Ct .. ... EPTH 5 LI UID D • 8 DIA. x ; Q 1 . � . . 0 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W TER E7� NTION .. . ) I . f. . " i . . ... . . . . . . . I I , L =°dR is ,.� . '3...; WITH HIGH DOME AND 2 __ C ) . .. . . . . . • ARA A __. _. }3 1 . { <. . ,a_ f I 1 " • - P MAP F TH . . . . . . . . E E L I t .... , . . . 8 D IA. x 8 DEEP LEA CHING r r s - �. � ... ' / F aS T MAT T K y .. IES I UC � arsrill POOLS :. .. . . . . . . . . . . . . . . . ' .' . . . . Q . .. . .. . . .. . .. . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . MADE BY YLJU G AND �.. \ `s I: ' z Q r i . . . . . . . ...., - , - .* . . . F. Y U G L A T SDA TED G E r . . . . a c LOC. OF FUTUR � , r _ .. r . . _- � SIT OCA IO P C _. _ L T N r� . . . . . . . .:. . \ . . . . . . N �VEMBE 2 04 .. . . . . . j2 il P - . .t . . F . . . . . . . . . . R _ J.. . . . . . . . . . . a 1 r. SHOW 'l R.l':. - - .. {.. 1 1� �",_' ... .. .. .. .. .. ' .. . .. ... .' .' . .• ia' 'o :b:is �iii^li•a•in.ce� �,. G is •� � . . .:.:. ._ L m f t h . e c :: e Sit \ . Peri n e l app pry y��y �ry� . . ., 'I� • . N.©rl nst le er. detail . . . -. x d .. / f r t b f ,� . r. ✓'" j ... '.FJ ..fit.. .... F" ' .. ... .. = :: ' r . . . . Dlsturbarace . . . . .. , 0 r .-' .. O . .. 3 r. f 5 0 . 0 :. . . r M 0 . . r ` 2 y .. �- . . _ /` . S . . . . . . Ve et ton. . �/� . . N 'v. . .. 1Y� r. _ . . . I, � � -; �" __._. .. . .. . . t f f ('� . . . . " . . . . uffer r _ . .. . � J _ :>. . . . . . . -, . r 8 5 � „a PROPO . . . .. �w 1 SED r . . f . . � . . . . . . .. . .. . .. . .. . .. �I LEA THING r / 1. . .. - . . . . . . . . . . . . . .,,•. t. .. .. x . .. .. .. f r 1 . c ti """ f f 1 .. 0 L R�AINAE P . , D Q �. >r . . . . 1 . , e � r. . ro os _ r_".: 5 . �_ . . . . . . : . . . . . Q F . . . . . . . . . . . . . . . . . . . . . VE. . . . . c� . y ^' r. 1 E�. 1 ::. B Id E . . . . . . . ,�. .`, ..... / .. �"� v . c . T TY F EP P . , C .. J { .... `",�, ✓� S 1 +i:'..' ,sem":; .. .,;;: O 1 . . •'.. .,a .. 0 ; S 1 3 N t . R E . . . . . . . . . . . P 0 . r \`� _ . R P �- R �� _. .. . .. . . . . . . . . . 3 . . . . J b� P 4 P z r a .�.. •L.--"- :- _ ...-_w__ . • ..;,:--.:w. ': • .� ,,. - Construction Phasin and Gradin Notes: -``" �' 0 0: � -`- " A s,` -" % F� D \ F•+-I �- D RA - j R� Construction on this property is to follow this schedule: ' '' ' P \N \ 1. Install all erosion and sediment control measures prior to any earth moving - ' -� _ : - " ' ". ::"1:0 :. . :: � . . pRP AREA SURRO DING ~ :''::: '::: ::: -- , :: rr : .�. 2. Install temporary stabilized construction entrances - -r` H 0 U S E A N D DRI WAY _,_._ . t• - 0b , 3. Strip topsoil over foundation area and stockpile on site,inside silt fence 1 - " - -r' ? , ' . : . 3. Excavate for foundation(approx 2,450 CY),form and pour foundation,backfill and remove excess material from site. (approx. 1,350 CY excess) ..---- :'•' ::'". ':' 0 B E TOPS 0 I L E D D \ 4. Start construction on residential dwelling(Basement El. 39.5,First Floor El. 51.5, Second Floor El. 61.5) ,1, f. I 6 S /��I 5. Install drainage structures and septic system structures :.. .a .": :. .. ` . / S ESE D E D , Non 6. Grade site to allow runoff to be directed to structures as shown on the plan __ .:- -`.. . / >\�� 141 .3 7. Landscape property including topsoil and seed front and back yard "�- •� \ 8. Remove stabilized construction entrances after construction on the house is finished TEST -.. �1 PROP SED / �� f`fr Disturbance �`' . . . ' .'. . ' . : -'"'.'',':.' ': '._ o D R E AY // < �o \ 9. Install driveway HOLE ��...."_ -; f- :..5:0: . . :`�' , j �\ o,� N a t u ra I 10.Remove erosion and sediment control materials from limit of disturbance Drainage Calculations: 1� -" ^ - h: -:,�--�. ' : . ': qD - -- / \ �/ ,' Vegetation Erosion & Sediment Control Maintenance: 11 1 ,- ' ..:...' .- ... D< Pro o s e d \ � f Area#1 - House/Gara e Roof �"., _:. "' J e 1 / ,r--' . ,,��-": . . .- .. /� �� FouPdation �� I Buffer - :*-,5:�.. ' ::..: ::..: : .: :.. : 1 , -After every rain event,all BMP's are to be inspected and repaired as necessary Area: 3,702 S.F.x 1.0-3,702 S.F. -' •N . :'.'. :' .'. :'.'. :' .'. .',,- .::: . .:::. .:, �` / wall S� , '"j ROPOSED 10 LEACHIN ,r ,� ,� : . .; . .: . J ' ^ ''' * •' ,•:, , :- ,: P R 0 P 0 S E D >'� OO - Storage Required: 3,702 S.F.x 0.17'(2"Rainfall)=630 C.F. yy�•� � ' PROPOSED Q MAXI, ; �' ® � D RAI NAGE P00 L C 8 630 C.F./68.42 C.F.N.F. (10' o ring)=9.21 V.F. _.... ___""" _" _. ___ . "_ / .': / \ GARAGE RESIDENCE / EF CTIVE DEPTH) (TYP.) Provide: 1 - 10' 0 L.B. (10 V.F.) _ �%:' ST FFE: FFE: 51 5' / __." - - - - , .'r - . . . :' :. . : . ' . / ''f•• •.•.. '.•.. '•'•• '•••• •.•.. • •.. '•'•• 0 / DS BRONZE GRATE OR .: './•: '..::.'..::.'.I::.'.I::.'' ,� 8 \ 49.75 / O APPROVED EQUAL Area#2 - Back Yard • �\ ' \ Lot # 12 / N F PITCH TO PITCH TO NDS 6" RISER IF REQUIRED . C "•'• tl 2 0 \ / / DRAIN DRAIN OR APPROVED EQUAL Area: 13,027 S.F.x 0.2=2,605 S.F. / ��, `1 �I LP �.j _ ".._ .._r_," _ 372 JERICHO CORP. ` o ire 2"R _.. . ' _. _ ,'e y ° �� "' _ ,,, \ -TOP SOIL do SOD St rage Requ' d• 2,605 S F x 0 17'( ainfall)=443 C F ' OI & .. . � ..•: •.: v f ° L T1GP": , "___ �• ,_• - _ - KFlLL WITH COMPACTED SOIL 443 C.F./68.42 C.F.N.F.(IO'0 ring)=6.47 V.F. -III -NDS 12" SQUARE CATCH BASIN g s I I 1=1 I I Provide: l - 10' Q�L.B. (8 V.F.) r "`"- .,� 1 C 3 9 . 2 Vacant OR APPROVED EQUAL � II�TLET OTECTION AS'`' P TAIIJS� *A�2FA °, ° c�j°Jo�, � O 15 . 0 -I 1( III I _ DS UNIVERSAL OUTLET t '� DRAIN` °(. 1Vb' 'y`' % � MIN.` F ) 1 1 ' • I �'III�I (I - OR APPROVED EQUAL f ,�� ` \ F �� a M I N - QRRAPPROOVEo QUALE Area#3 - Front Yard �-I I f� - • . . N 1 ° 0 7 � \�,, oCO / P R O P O S E D 10'0 L EAC H I N G N:1 11=1 `6- 'YP'' Area: 11,563 S.F.x 0.2=2,313 S.F. /- °l � Q e) , =111 . \ \ �0,,\a"IQ qj X610 0 _ D RAI NAGE POOL � 1 0 III=1 NVERT Storage Required:2,313 S.F.x 0.17'(2"Rainfall)=394 C.F. /" i r'+ e vv �CJ ' Cp EFFECTIVE DEPTH) (TYP.) =111 - I °�AT10N 394C.F./42.23C.F.N.F.(SQ)ring)=9.33 V.F. __ _ 1 r� 0 . 0 _ _ _ __ _ _ S \ - £k/ ° '� I I-I III-' STONE ED Provide: 1 -8' fIi L.B. (10 V.F.) < O `ST/ S( , -II II- I-II i \ ``.y. Q4 11/C CONCRETE TRUCK o� //�� ,1e q d ° c Area#4 - Driveway F _j_. /P'xp //�/ c 44' ��O WASHOUT AREA d I 0• ,Y� �e� ° AREA DR/11N WITH SQUARE Area: 2,252 S.F.x 1.0=2,252 S.F. is _ 13 8 1 BRONZE GRATE L® T \ \ �' �� F i -I`w 11�;.r.,._� �OT TO scA -- Storage Required:2,252 S.F.x 0.17'(2"Rainfall)=383 C.F. ° ° ° T R TYP. I I§,° � 383 C.F./42.23 C.F.N.F.(8' O ring)=9.07 V.F. `� 57� Provide: 1 -8' Q�L.B. (10 V.F.) 4.. 3 7 2 J E R I C H O C O R P. - -- - • O Suffolk Co. Tax Ma : 1000-106.00-08.00-66.00 O Lot #25 Dr-ai '00, PRO 'SED 8'9�� LEACHING Notes: z MIN 1' COVER i ' (V a e an t) \ ; ; C DRAINAGE POOL. � 1 0' 0 20 40 1. Area of Lot#12=51,735 Sq.Ft. (1.2 Acres) and is owned by Winhaven Assoc. . A O ...,..... .;r.>... s.. ,CAyGRETE COVER EFFECTIVE `DEPTH) {.TY P.) SEE N 1 `"' .r,+ a` 2. Existin too hic contours in wooded area hereon is from actual! field CONSTRUCTION ENTRANCE ;;{v..,� ::�•... `` '; i:;,:, g P P Y ..-.'. .. ""�V ::t u g You g,L.S. of January 28, 1992. (Datum NGVD 1929 (see detail) survey by Yon & n ,\ , :�� WRAP WITH Boz. (MIN.) "�-",' aUl� USC&GS) \ ` (FlLTENWR FABRIC) nLL 4- 12'(7YP. K•, e \ \ \ ' `";- � 3. Test Hole,proposed lot subdivisions,roads and water main shown on Final Plat EXCAVATE AND ELOW LE 3 FEET S"".;'� `+'':': I � of The Fields at Matttituck-Suffolk Co. File Map#11370 of March 31 2006. AROUND AND BELOW LEA:HING RINGS ; rte' R N SILT FENCE DETAILS FILTER FABRIC DR❑P INLET PR❑TECTI❑N STABILIZED C❑NSTRUCTI❑N ENTRANCE DETAILS w� SUITABLE PSS �� K E Y eY TME ENGINEER. ''.�."::. +' MIN. '... _ 4. There are no known wells within 150'of proposed cesspools. There are no known 1. STEEL REINFORCED ON LEACHING 9 storm drains within 20'of proposed cesspools.There are no surface waters within 30' 1[II1D1[TIM Symbol DeSCTlptlOn S�CnQNS WELDED WIRE FABRK '!'". WOVEN WIRE FENCE(MINIMUM 141!2 GAUGE,MAXIMUM 6"MESH SPEAKING) 6 x12}6x#8. •' •' 300'of parcel,except as noted on plan.All surrounding parcels vacant within EXISTING �•`�--.•`.,, Existing Contours C.I.=2 2. STEEL REINFO TNG ON CO E !i`.,, : r,'`,,•I','' j 150'of property line. t� �. ., MAX.CENTER TO CENTER"10'-D" PAVEMENT ( ) SECTION 12-�2 VERT.. 1-f3 TOP, •^• VARIES 36"MIN.FENCE POSTS, ',,•�••:. `"^^•'•"'"� 1-+ Baum ;=t•�;:•. DRIVEN MIN.16'INTO GROUND FILTER FABRIC SHALL BE PLACED TIGHTLY OVER 1 INLET OPENING AND GRATE SET INTO THE FRAME. 5 Proposed Contours(C.I=1') ::;Yt: 14. `'.r.,;;. 5. The single family dwelling on lot#12 will have a public water service for 4 GRATE SHALL HE FULLY SET INTO FRAME WITH FILTER CLOTH .• > •• -"• domestic use. T ND LARGE FOLDS OR CREASES IN THE FILTER FILTER FABRIC PROFILE Silt F0T1Ce - }r,;, 'q POROUS v. . -." " MArL 6. Proposed Residence as per Architectural Drawings by L.K.McLean Associates, FABRIC. .• :+ NOT TO SCALE DRAIN OPENING�� TYPICAL'SECTION f A` P.C.-AUgUSt 2012. . SS + -�;, HEIGHT OF FILTER 6' MINIMUM EXISTING I n �Lumt of Disturbance '' '[EY> FABRIC I6"MINIMUM WOUND LEACHING DRAINAGE POOL DETAIL • GRADE S0, 3,Duim Drop Inlet Protecrion NGT TG SCALE 7. Proposed Sanitary System is designed for a total of 6 Bedrooms. •• • •••. + 8"MINIMUM -1 1 1-1 1 1-1 1 1- -I I J-III-III-I F� • ••• • -T =1 I I=1 I I-I I I I 1-1 I I-III-III- ! . sANDBA� `•••••' �� I -1 I I=1 I I -1 I I'1 I(=1 I I=1 ,.�..�. o o Stabilized Construcrion Entrance i PERSPECTIVE VIEW .y` NOT TO SCALE YYYY Test Hole Location STING t PAVEMENT Concrete Washout Area DATE BY DESCRIPTION APPROV. BY WOVEN WIRE FENCE(MINIMUM r. U MAXIMUM 6"MESH ;i 141/2 GA GE, I H FILTER CLOTH OVER f 1 . SPACING)WT REVISIONS o o °. PLAN VIEW 10 TEST HOLE 4 COMPACTED SOIL UNDISTURBED GROUND NOT TO SCALE ` Warning: It 15 a violation Of ^• the NY State Education Law 4225 Stanley Road, Mattituck NY FL=� CONSTRUCTION SPECIFICATIONS 0.0' for any person to alter this ,,k �". The Fields at Mattituck s^ 1 AGGREGATE SIZE - USE 2 INCH STONE OR RECYCLED CONCRETE AGGREGATE. Notee: dOCUment In any Way, UnIeSS ;" *, ,.� r 18' AION. �s�• : " - 4: EMBED FILTER CLOTH �, SILT FENCE SECTION 2. LENGTH, AS REQUIRED, BUT NOT LESS THAN 30 FEET -Hole data taken from plan titled `�; •,j'•q acting under the direction of `�' ..,:f ,� �} ',�.�� Situate at Mattituck MINIMUM 6"INTO GROUND 2"� NOT TO SCALE "Final Plat" prepared by Young & a licensed rofessional II Young in 2006 P Town of Southold, Suffolk County, New York 4"F"" 3, THICKNESS- NOT LESS THAN SIX (6) INCHES, -Water was not encountered r'^.• a5 engineer. CONSTRUCTION NOTES FOR FABRICATED SILT FENCE CONSTRUCTION SPECIFICATIONS 4. WIDTHS 12 FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH OF POINTS VHERE INGRESS OR EGRESS "" ' OCCURS, 24 FDDT MINIMlN1 IF THERE IS ONLY ONE ACCESS TO THE SITE. �!�s' f 1 F��# ems 1, WOVEN WIRE FENCE TD BE FASTENED SECL62ELY TO POSTS STEEL EITHER 'T' DR 'U' 1, FILTER FABRIC SHALL HAVE AN EOS DF 40-85. ^� �' S I T E P LA N FENCE POSTS WITH WIRE TIES OR STAPLES, TYPE DR 2' HARDWOOD 2. FILTER FABRIC SHALL BE NON-WOVEN GDETEXTILE MATERIAL, 3, FILTER CLOTH, TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. �•'s�, 901°°'°�mas�`�V`4✓f CLAY 10 x111 PLASTIC LININ hi;: ,'rR. �} ENCE� WOVEN WIRE, 14-1/2 MINIMUM MASS/UNIT AREA OF 8 OZ./SQUARE YARD. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION(ENTRANCES u•,,*'-_�b ��, r ... 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN F GAGE, 6' MAX, MESH OPENING 3. FABRIC SHALL BE CONTINUOUS TO ELIMINATE JOINTS AT GRATE OPENING. SHALL BE PIPED ACROSS THE ENTRANCE, IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5-1 SLOPES WIRE FENCE VITH TIES SPACED EVERY 24' AT TDP AND MID WILL BE PERMITTED. Notes: %' � ` 4.err �•F /" L• K. M e LE AN ASSOCIATES, P •C• SECTION. • �/ r.. FILTER CLOTH- FILTER X, MIRAFI 100X, 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO - Concrete area to be a minimum of 10' x ix'% `' ''_` " 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH STABILINKA T14ON OR PUBLIC RIGHT-OF-WAY OR STREETS. THIS AMY REQUIRE PERIODIC TOP DRESSING WITH ADDITDINAL s T :.'3 4 1"'e:: CONSULTING ENGINEER S OTHER THEY SHALL BE OVERLAPPED HY SIX INCHES AND APPROVED EQUAL, AGGREGATE, ALL SEDIMENT SPILLED, DROPPED, OR WASHED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED lO $-;, _r s ;;e4; FOLDED. IMMEDIATELY, ', '�r ~�, `' «� BROOKHAVEN PREFABRICATED UNIT- SEOFAB, ENVIROFENCE, - ATefl t0 be lined with 10 mil lactic and .' w Pf "^� "..> ��4s� 437 SO. COUNTRY ROAD, , NEW YORK 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND OR APPROVED EQUAL. S. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS p Q,'h y,I� '�,�• A,.`�.a MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT INTO AN APPROVED SEDIMENT TRAPPING DEVICE. edges weighted with sand bags �`+;•,,; ,a•mT•5•r 8 as4g4 t�+ Sheet NO. FENCE• SAND 21 ': �, ,�""R�� Designed By. CFD Scale: NOTED SILT FENCE DETAILS AND SPECIFICATIONS FILTER FABRIC DROP INLET PROTECTION CONSTRUCTION ENTRANCE DETAILS GRAVEL CONCRETE TRUCK WASHOUT AREA DETAIL 'r61161af1►e31'` Drawn Byl PFT Date: DECEMBER-2012 I NOT TO SCALE NOT TO SCALE NOT TO SCALE 27 NOT TO SCALE I Approved Byl CFD File No. 12067 PROPOSED SANITARY SYSTEM Suffolk Co. Tax Map : 1000-106.00-08.00-66 . 00 19500 GAL. SEPTIC TANK 2�0 /F . sNotes . DIA. x 5 LI UID DEPTH � �0372 J I CIO C R(8' Q ) WITH HIGH DOME AND (2) -f: :' 1 . Area of Lot#12 51,73 5 Sq. Ft. 1 .2 Acres and is owned b Winhaven Assoc. . SEM N T OR T RM y 8 DIA. x 8 DEEP LEACHING - ! . �X•• E'' - �O, W TER 'ETENT ISN � . POOLS .; ' : 3 : 9 # .� AREA 'A ' 2. Existing topographic contours in wooded area hereon is from actually field . .f-': °. : .'. .'. -� PE MA THE survey by Young & Young, L.S. of January 28, 1992. (Datum: NGVD 1929 (LOC. OF FUTURE EXP. ,. . -:'. ': . FIDS TMAT' ITUCK . : • ;.,�:' .'. .':. �•:••. . .' •�-. .'. . . . . .• .'. .'. . . . . .'. .'. . . . . . . � USC & GS) . . . . MA' B Y Y = U G N \Q SHOWN),--, : � o A D e .: . t� G� w YC�U G, L AS T DA TED P - - 3. Test Hole, proposed lot subdivisions roads and water main shown on Final Plat EMBER0o5 p p `. f ` of The Fields at Matttituck - Suffolk Co. File Map#11370 of March 31 , 2006. : - 4. There are no known wells within 150 of proposed cesspools. There are no know fr: 4 :: : L I'ss�t u r b a r�c '' . <' . :,. . storm drains within 20 of proposed cesspools. There are no surface waters within p0 - . p p p N� turcI : ' : - " : ' : ' :r�'' : ' : ' : ' ' :5'C� '0: '' 3 . - : . .d 300 of parcel, except as noted on plan. All surrounding parcels vacant within S : . :- : : .: - ::' : ' f. Ve et 'o n: ' - ' ' : ' ' . ' : ' :: 6 150' of property line. MoHe E7 '`f . . " KMo P:RO:POS ED :8 , ' 5. The sin le farnil dwellin on lot #12 will have a ublic water service for f_ ': g y g p .- ~ / domestic use. .'. .'. tea,. .'. .'. .'. � �..... .'. •.1: .'. .' .'. .'. 'r'°. :RAS f :AU : P U:U a . . cvv: " :; 0.' :�' , 6. Pro osed Residence as per Architectural Drawings b L.K. McLean Associates, •�' mom: :• ' •: ' :• ' •:• ' •: .: ;;: .' Bldg . p P.C. August 2012. : :Pr: . : ,T ..) 0 7. Proposed Sanitary System is preliminarily approved and designed for a total of 6 . . . • .�.. • . .- � -�� 5� � .. • p ry y p y pp g 9 4 . 7 SEN ; . : . o Bedrooms. " '-'"' '' • `"`� : : ;,.�� 0� P PSE (� - DS BRONZE GRATE OR t .r` -g pP ./ 1 0 0 .:• • . APPROVED EQUAL • ' ° ' �.�'_' _ PITCH TO PITCH TO �L � . C� NDS 6" RISER IF REQUIRED 8-0 o A ``_'�\ DRAIN DRAIN OR APPROVED EQUAL [['' TOP SOIL do SOD : . ,,✓ ,, AREA, DRA .Q �N > KFlLL WITH COMPACTED SOIL L- . Q ORP► DS 12" SQUARE CATCH BASIN -0 I I OR APPROVED EQUAL /0� DS UNIVERSAL OUTIFT W \ ----I ( I OR APPROVED EQUAL _ .::•: / W RRUGATED ADS PIPE • �W:-` •'rd. '"`�„ '� � - OR APPROVED EQUAL .. "J :r . Non / (6 TYP.) . . 1 > :w -. o `':: : / ,` r°� III-=1 PLAN vlEw 'I :-PROF SED . `�• o � 141 . 3 r � Disturbance le l SEE FRAME/GRATE DETAIL M ': , ,~ CjO �� / / -----III 24„ f F ' : Q.. r°, R E AY �� / < ,Q N a t u ra I _ ,,, w /. . .�� .0 � V / \ pO ( I I---I ELEVATION VERT N '"�� \ �(' � � PPE GE PIPE ' / Vegetation .►s NA \ RA w .-� D o �I ( I NOTA D ON m _ g _ Q I .:.» . PLAN RE (LJ \ \ �• \8 .10 RUSHED N O o Pro osed / III=1PBufferCU SE N e III STONE E OTE 1 \ Foundation SHEET PILING AS CID ::: ,: : ti.. Q N REQUIRED b. \ I~ C »r ti. V Wall I WRAP WITH hoz. MIN. 5� � � .•.�.• , .. .• , �:� _ Q NONWOVEN GEOTEXTILE . •. 12" TYP. 0 (FILTER FA ( PROPOSED E FABRIC) w AREA DRAIN WITH SQUARE � RE . MAX.M Q - PROPOSED d � EXCAVATE AND BACKFILL 3 FEET '' . ' BRONZE GRATE % w . �• { GARAGE ::�. �, ,^� � � RESIDENCE / AROUND AND BELOW LEACHING RINGS ` d `�/. .P•: �. NOT TO SCA ::f.;:: ' •:.3 .ta cn �•- / / WITH SUITABLE POROUS MATERIAL AS ;`' : Xy. :E�:.- x-7.8 ST �. : ;.;;. :.t::.:is Q_ ,� FFE. , F F E . 51 . 5 ' / Z APPROVED BY THE ENGINEER. --4" MIN. y -j \49.75 C. : V \ \ / NOTES: a MIN / O 1. STEEL REINFORCED ON LEACHING tLLJ y � : •. : ,. : •• •• .• �\ '.•'••'••'• Lot # 12Ld SECTIONS WELDED WIRE FABRIC •`-•` ''. w � A -d` :;' •':: : : \ \ / N F SUFFOLK COUNTY �.: / 2. STEEL REINFORCING ON CONE ;�, . • E "'�"" Zu STANDARD DRAIN SECTION 12-#2 VERT., 1-#3 TOP, tia ':f': w LP 9 � 372 JERICHO CORP . 1-# BOTTOM. / MANHOLE FRAME AND •+i:.��.:K � '•'.'•:;� � (u �• � � �' A �~' �` •� � � �.. GRATE: PATTERN NUMBER ;•a'.•� w I .J.•P \/� \ _ 1012A - TYPE C !�'r!i t':::'•'. �� / , , '" 1 \ / 39 . 2 _ 14* (Vacant) FINISHED GRADE ._:J ... ; 100, 5% �` \\ / :� : > •: .'::.....'•Y: o POROUS /� 8' ': 1 � / 1 5 . O �:•�. t ::,y::',:.': :,''• ':,;, BACKFILL r AREA I ` , \ _.�• `•. '. »`. ' 'C �~ `" ''o MAT'L 3 �X. y o DRAIN MP MIN. F 1 1 EC ..:. •:�•:•:••:•:�� r � ♦ ` \ / ' = MIN. 2 DRAIN OPENING DETAIL �o - �a MIN / / TYPICAL SECTION PROPOSED 8 S� LEACHING := COURSES g'0 LEACHING DRAINAGE POOL DETAIL O NOT TO SCALE tA • . . � \ ` oQ ,��/� i / ° DRAINAGE POOL 8' ti C j C FRAME A� GRATE DETAIL • \ EFFECTIVE DEPTH (TYP.)tn ) �SO k�srr - 40 . 0 R) ®� pip NgoE 44 D^� CD .Q F ) �j 81 y DATE BY DESCRIPTION APPROV. BY riq A25 �Q TYP' �P' PROPOSED Symbol Description REVISIONS Y /�/ ,, rO� RESIDENCELot No.12 at the the Fields at Mattituck 3 N/F \ ` �� 46Existing Contours for Winhaven Associates 372 J E R I C H 0 CORP . -�_.��--�-��. . • � �p F. � �� (C.1. -2 ) • Situate at Mattituck � Lot � • \ Drai •O 51 Town of Southold, Suffolk County, New York #25 EL. . • ��, 17' PROPOSED APPROVED Proposed Contours M.H. (C.1.=1�) °� � Site Plan (Vacant) -49 .51 � . C P. SANITARY SYSTEM . � ��, ; \ A E EX. EL. -- tl. � L. K. McLEAN ASSOCIATES, P.C. 30 0 �s 30 Warning: It is a viola ion of the NY State , ;- CONSULTING ENGINEERS ~q F__ I R=300.00 R=805.00' 437 SO. COUNTRY ROAD, DROOKHAVEN, NEW YORK Education Law for any person to alter this �� O° 5 any �� L= 127.43 F L=52.90 document in an way, unless actin under the Designed BY LMY Scale: 1- =15.1 Sheet No. M E:1 171CD 4w y y' 9 CD GRAPHIC SCALE - 175.00' , - �4 � direction of a licensed professional engineer. Drawn Bye LMY Date: December 19, zorz R- L-240 27 r� p 9 Il Slte Plan • Approved By, RGD/CFD File o. 05031,000 FOOTING SCHEDULE FOUNDATION NOTES: i 3)/2"0 L.C. ON I 3Y2 O L.C. ON I 3Y »L.C. ON 13Y2 »L.C. ON » » 1 ? 2'-6" X 2'-6" X 1'-0" O2 I 31-Off X 39-019 X 1 -0 O3 3 4'-0 X 4 -0 X 1 -0 O 41-610 1 C X 4 -6 X 1 -0 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED 2,000 PSF. O I CONCRETE FOOTING € CONCRETE FOOTING CONCRETE FOOTING f CONCRETE FOOTING FOOTINGS MUST REST ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING - - _ .... ____._i E FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE VERIFIED. 2. SET FOOTINGS BOTTOM AT ELEVATION SHOWN THUS (-0'-0") ON FOUNDATION PLAN, DETAILS, SECTIONS AND ELEVATIONS. WALL FOOTINGS, AND ISOLATED FOOTINGS ARE FLUSH 67'-6" TO TOP. SHOULD IT BE NECESSARY TO LOWER FOOTINGS, ELEVATIONS OF ADJACENT FOOTINGS SHALL BE ADJUSTED TO LIMIT STEPPING TO ONE VERTICAL TO TWO HORIZONTAL. 4'-0" 2'-8" 2'-0" 7'-8" 2'-0" 2'-8" 22'-0" 16'-0" 8'-6" POUR LOWEST FOOTING FIRST. 3. PIER AND WALL FOOTINGS SHALL BE 1'-0" THICK AND HAVE PROJECTION AT EACH SIDE OF WALL, MIN. 4" 4. REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. -------- - 5. CONSTRUCTION JOINST IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0" APART \ AND NO LESS THAN 4'-0" FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT. It 1 / \ SECTIONS OF WALL SHALL BE POURED ALTERNATELY. HORIZONTAL JOINTS WILL NOT BE `14 PERMITTED. I --J 1 L-- --------------------- 6. BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. I I I • _ 0 7. EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4" THICK REINFORCED I r--� �_- I I ------------------� I o i � WITH 6.6 X 10.10 W.W.M.-LIMIT POURS TO 2,000 S.F., PLACE SLABS OVER COMPACTED L---------- N N PORUS FILL, SUB-BASE AND 6 MIL. VAPOR BARRIER AS SPECIFIED. 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. AFTER 28 I I I I !� ------- I DAYS. I I I N 9. PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL, & PLUMING TRADES. LOCATIONS OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND SHALL BE B I I I PLACED SO NOT TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. VERIFY CONDITIONS ON THE JOB PRIOR TO INSTALLATION. I I L-------------co -- ------------ j I 10. "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND ° • I _ 3 -I FJ DETAILS. I I 8" X 16" P.C. PIER (TYP.) ---- ------- --------- - I 1 17/" TJI 230 FLOOR 11. SUB GRADES ON GROUND BELOW DECK SHALL BE COMPOSED OF 6 INCHES. WELL A I JOISTS ® 16" O.C. I I COMPACTED POROUS FILL PLACED ON FIRM UNDISTURBED SOIL OR ON WELL COMPACTED I q ABOVE FILL AFTER UNSUITABLE OVERBURDEN AND TOP SOIL HAS BEEN REMOVED. I I ` N � I FJ I ( ANDERSON UTILITY 12. BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL NOT BE PERMITTED CLOSER THAN 8'-0" 117/8" TJI 230 FLOOR IWINDOW BASEMENT o w I AREAWAYWTYPA OF 6) N 13- NO FOOTINGS SHALL BE PLACE IN WATER OR ON FROZEN GROUND. ALL SOIL � o JOISTS © 16 O.C. ABOVE FROM ANY FOUNDATION WALL OR GRADE BEAM. o i Li p Q _ =^ I I I o SURROUNDING AND UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND I � I FJ o Q o z (2) 1 1%" TJI 230 FLOOR JOISTS I �' I I FROST ACTION DURING THE COURSE OF CONSTRUCTION 117/a TJI 230 FLOOR o o i BELOW PARTITION ABOVE I I 14. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL '� WITH LEAN CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS, AS JOISTS ® 16 O.C. ABOVE I I o o N CrI APPROVED BY ARCHITECT. '✓ 0O a ' (2) 1 17 " TJI 230 FLOOR JOISTS- (0I I 15. PLACEMENT OF ALL COMPACTED FILL MUST BE UNDER THE SUPERVISION OF AN APPROVED " } �n ~ `D I ( TESTING LABORATORY. CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL FILL HAS I I o I 3 I I °; BEEN CHECKED IN PLACE AND CERTIFIED BY THE TESTING LABORATORY. m 2 I 00 16. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS 00 3 B ` I I OF BACKFILLING AND TAMPING. ;i, I A V) C .N_. ;. , . „ >i I 17. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF THE 3-0 A I i I ( FOUNDATION TO PREVENT MOVEMENT DUE TO THE UNBALANCED EARTH PRESSURE. WHERE 16'-0" 22'-7" ;� 15'-6" 8'-1" 18" EARTH IS ON ONE SIDE ONLY, THE BACKFILLING AND COMPACTION SHALL NOT START UNTIL ADEQUATE BRACING IS PROVIDED FOR ALL FOUNDATION R . 3 .• I j3 I I N18. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS OF (2) 1!17/8" TJI 230 FLOOR JOISTS re A I GRADE BRACING THESE WALLS AGAINST EARTH PRESSURE, WIND AND OTHER FORCES, HAVE I � 17 I BEEN IN PLACE A MINIMUM OF SEVEN DAYS. € BELOW PARTITION ABOVE _ _ _ _ I 19. BEARING CAPACITY FOR THE UNDISTURBED SOIL SHALL BE VERIFIED AT THE TIME OF M I ?--$ ! I I CONSTRUCTION. IF REQUIRED BEARING CAPACITY IS NOT ACHIEVED UNSTABLE MATERIAL 2 1 17 " TJI' 23O 230 FLOOR 501STS I s 2 1 17/8" TJI 230 (2) 1 17/a" T,JI 230 FLOOR'JOISTS (2) 1 17/a" TJI 230 FLOOR JOISTS I D ' ( ) /a ( ) o IE I SHALL BE REMOVED AND COMPACTED FILL SHALL BE USED. THE COMPACTED FILL SHALL BELOW PARTITION ABOVE I FLOOR JOISTS BELOW I BELOW PARTITION ABOVE I BELOW PARTITION ABOVE I o o I BE WELL GRADED GRANULAR MATERIAL AND SHALL BE PLACED IN 12" LIFT AND _. LO PARTITION ABOVE __ _� __ ___.� _. _ w = COMPACTED TO ITS 95% OF MAXIMUM DRY DENSITY DETERMINED ON THE BASIS OF ASTM I 17'-11" 11'-s" 13'-11 " 18-10 o CO I I METHOD D-1557 N@ 20. ALL FOOTING REINFORCEMENT TO HAVE STANDARD HOOKS AT ENDS. o FJ FJ 21. MIN. CONC. COVER FOR REINFORCING SHALL BE 1-1/4" FRP SLABS. 1-1/2" FOR BEAMS O m ( 117 " TJI 230 FLOOR `� 117/$" TJI 230 FLOOR 1 (2) 11%" TJI 230 FLOOR JOISTS =�� I �., AND 1" FOR WALLS.� ALL CONCRETE EXPOSED TO WEATHER OR EARTH FILL SHAL HAVE MIN. o Q o _ I I BELOW PARTITION ABOVE Ii I I -� CONC. COVER OF 2". FOR BIGGER BARS LARGER THAN #5 OR 1-1/2" OR #5 BARS OR � v _i JOISTS 16" O.C. ABOVE JOISTS 16 O.C. ABOVE,--.,,,-.---.- .,-€ _J I SMALLER. FOR ALL CONCRETE PLACED AGAINST EARTH, MIN. CONCRETE CONVER SHALL BE 3„ I 0p 3 I I - ---- c 22. ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF I230ADDITIONAL BARS OR € w I C I - 2 1 17 " TJ - II r o REQUIRED, A STIRRUPS SHALL BE PROVIDr D BY THE CONTRACTOR TO b G ~ ( ) 111%" I I FURNISH SUPPORT TO ALL BARS. @i I i I 3 FLOOR JOISTS I (2) TJI 230 FLOOR JOISTS BELOW PARTITION ABOVE 0 ( I I 23. PROVIDE ADDITIONAL 2-#5 BARS AROUND ALL SLAB OR GRADE BEAM OPENINGS, UNLESS -441 o I N 3 4 D 4 I I NOTED OTHERWISE. A I I 24. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION - i ---- L--O°------------ --- FJ FJ FJ •_ SLOPES. - 17/s" TJI 230 FLOOR - -- _ _ _ 1 17/8" TJI 230 FLOOR 2" X 6" ACQ. 0 25. THECONTRACTORSHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND I c 1 » „ I „ cn cD CONSTRUCTION OF ALL FORMS. - I C JOISTS ® 16 O.C. ABOVE I I JOISTS�- 16 O.C. ABOVE I I ® 16 O.C. r-- ----- - ------------A I -� 0 26. ALUMINUM SHALL NOT BE PERMITTED EMBEDDED IN OR IN CONTACT WITH CONCRETE. I N I � I e i9,_1 1 n " �+ � n fes! I I -� 27. EMBEDDED PIPES OR CONDUIT SHALL NOT EXCEED 1 /3 SLAB THICKNESS, AND SHALL I I I � 9-11 n._._.. .. ..;4-0� 14-10� a: `;:� I NOT OCCUR CLOSER THAN 3 DIAMETERS APART. 28. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE INTENDED POURING SEQUENCE AND LOCATION OF ALL CONSTRUCTION JOINTS TO THE ARCHITECT FOR APPROVAL. (2) 1 I 17 TJI 230 FLOOR JOIST'S - - - -�„- FJw v� 6i I I I ( I I 1 17/a" TJI 230 FLOOR ! F'VMIr:.P, JOISTS Ca? 16" O.C. ABOVE I--� I----------------- N ow o rATE'��. D.P• �', `.'_ . ^;yTION z I I I I L----------- --------------� I 1__ � o N �// J','2-D. ci N =- - Z - �r i JOTIFY CU:I [ i;l!i D' I A'tT111EN I' J.i ,. - o I ( `V 1 I I 0O ,� `°�o o N 705.1802 t F!l1 1'u PM FOR TI I:_ N i ___..._._...__..! M I II_ ? • i _ -- - - ` -�- - Ia I FOLL7'O' ,'Ca ASP =CTi O E1rO ( ) _ ORECUIRED € 9 � i RING 0N FOR P0:JRDCONCRETEZ ao rl JASTE! , ,ACQ. GIRDER '=S EE LIGN C14 kAP iG ELECTRICAL&CAULKINGTESTit _ t 1 /t✓v � ovr 0 0 ,l 10'-9" 10'-9" I a, FINAL•CON^TRUCTION &ELECTR - � I 1 » 1 n n n n / n � I I I 21 -6 8 I I 10-6 8-0 7'-11 6'-11 6'-10 7- P,LLCC�"�T""€RL%C e PrAET TI It; GIRDER "g 11�COMPLETE FOR TION SHA LL " » n 1 3Y" X 6" ACQ. POST 1 0 �, RGe 1'P� ".1Eh,1 S OF T'']E CODES OF NEN.! PLUMBER CERTIFI I I ab, FROM BOTTOM OF GIRDER YORK S1,`,7E, PJ T Rk P�'C��"It3LE FOR ON LEAD CONTENT EFORE i I 'r' I `D «'GN OR CONSTRUCTION E .RrOR3. ERTIFICATE OF OCCUPANCY TO TOP OF FTG. (TYP.) OF DECK FOOTINGS - vV� 15 � (TYP. OF 9 REQUIRED) r "'' SOLDER USED IN WATER I I ( R _Th„J S OR%1 -DATER RUNOFF III GARAGE I I FURSI'ANT ;D CHAPTER 236 = I I I I 1 SUPPLY SYSTEM CANNOT r I r, , 1 i OF THE TOVIIN CODE. EXCEED 2/10 OF 1% LEAD. vj� VA o I I I I ,, t C G.C. NOTES: Y N I "PIERS" AT GIRDERS ARE LOWER THAN FOUNDATION - i I L-- ------ - ----, I I WALL TO ALLIGN W/ TOP OF SILL PLATE N I 3 COORDINATE IN FIELD L------- --� a� I J O - - 00 x ___ � GIRDER SCHEDULE 200 --- %� -a `� DATE BY DESCRIPTION APPROV. BY r 0 REVISIONS �, Oq 7" X 9Y4" 2.0E PARALLAM TOWN OF SOUTHOL M 1 » 1 n I n I % I 12-10 10-0 27-s 13-3 4'-0" = fry Y SUFFOLK, NY DEC 2 6 2012 22'-10" 17'-2 " Og 7" X 14" 2.0E PARALLAM THE KOCH NOUS L-- -- TOm OF Mum=671-6" q T i O7" X 16" 2.0E PARALLAM `-"`°` - - - --�-� M ° G `y�R FOUNDATION PLAN o Op N 3Y2" X 9Y4" 2.0E PARALLAM L. K. McLEAN ASSOCIATES, P.C. 0y ,r `gym` cu CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 00 FOUNDATION PLAN N O ' 4 ' O �� Designed By: JMC Scale: 4'0, yg�d5 �� :t Sheet No. of � FESS�� ) `p - Drawn By: PS Date: 12/1/2011 A-100 o j Approved By: CM File No. 05031.0W a� a_ 63'-6" 4'-8" 7'-8" 4'-8" 22'-0" 16'-0" 8'-6" 2'-8" 2'-0" 2'-3" 3'-2" 2'-3" 2'-0" 2'-8" 2'-9" 5'-2" 6'-0" 5'-4" 2'-9" 3'-9" 4'-3" 4'-3" 3'-9" 8'-6" 22'-10" 0 I CV O I F C., REAR DECK = -, 272.5 S.F. _ C) 0 I II I I CV N n i WALK-I.11--CLOSET lls! n 16'-1" 1:3n 22'-4" 15'-1" 00 [ f N K�N ( r = 00 112 i 0) . i W I = MASTER BEDROOM 1 n " n "' (2) 117i�" TJI 230 FLOOR JOISTS N III HEADER ABOVE 114 2-6 ; 5-3 BELOW PARTITION ABOVE N SII Oo L L GREAT 1 —J I �n 113 i (2) 117/8" TJI 230 FLOOR JOISTS 00 II00 BELOW PARTITION ABOVE Cp FJ ;Y; I 117/8 TJI 230 FLOOR FJ 4JOISTS 16" O.C. 11%" TJI 230 FLOOR I I I I ABOVE JOISTS ® 16" O.C. ABOVE II = I I _, ( I _ m_ FLUSH GIRDER ABOVE14 POST DN. 3Y2" X 11�" 1.9E I I = I I MASTER BATHROOM HEADER ABOVE I I [ 116 fn ` 3 MICROLLAM I o 11 i HALL-WAY HEADER ABOVE " » » C T = 2) II 118 4 6-6 113 3 I 11�" TJI 230 111 III ( FJ FJ I FLOOR JOISTS ® I = 5 " 8'_3" '� 3 " I ; 1 17/" TJI 230 FLOOR 117/" TJI 230 FLOOR WALK-IN CLOSET t I i I 16" O.C. ABOVE JOISTS ® 16" O.C. ABOVE JOISTS ® 16" O.C. ABOVE i17 i =w 39'-6" 18'-1" 6'-2" 10'-5" 22'-11" 15'-7" 2'-6" ----- ---------------- I `. l4" VENT THROUGH ROOF ROOF ( 1 I I I ------ ----- , r ---------------------------------------- I I I 1 I 1 -� I I I 1 I I I I I I I I I I I I . I I I i i I 8 WM WC i i TUB p LAV 1 I I 1 i i SHOWER I I 1 I I I I I I 1 I I I 1 1 I I 1 I I 1 o 2" 2ND FLOOR I o „ » „ _ 0 2" 4" 4 i 3" 2 2" --� —1----- » n — _OPENTOTO BELOW I I I I I I I I " „ i� i� 1 127 Y d PLATE HEIGHT = 9'-10" = ' j 1 1 i 1 2 1 1 1 1 2 11 1 1 22'-4" 9'_1 „ 5'-1" » I I I BTR M DW i KITCHEN WC i LAV i TUB SHOWER ! WC i LAV i LAV = 121 � i i SINK RAILING00 ° I° I I WALK-IN OSET I, 120 � H W Y FAI �; » 2 1 1 ST FLOOR 122 " " 4�, 2,. 2" 2" 4 2„ 2" 2„ RAILING i 2„ CO II 4" . CO i� o N � I I " 1 BEDROOM #3 i CLOSE 2-31 = 125 N I 4 .r, i � 128 123 i HOUSE TRAP 4n _ 11'-11" 5'-21" " 11'-7" " 13'-8 " M ---------J I 0 BEDROOM #1 i co NEW 4" SANITARY WASTE LINE TO NEW SANITARY 126 119 y L ; o SYSTEM. SEE SITE PLANS FOR CONTINUATION. BASEMENT FLOOR °° OPEN TO c � BELOW N r--------- BEDROOM #2 PLUMBING RISER DIAGRAM I 1 I I I I I 1 I 1 CID I 1 1 1 = 1 � I I 9'-111" 5 " b I I 1 I KNEE WALL KNEE WALL i------- --------------- -------------- I I = I I 3.a I i--- ------ _ I I o I CONDITIONED STORAGE AREA 0 i 1 13130 N I I I � I I Z I I I I I W 1 I Ln I N I I O I I I N I I � 1 I _c 1 I V) I / I 1 N I I I � I I O 1 I = I � I U I I L------------------------ --J t lll N z � 6'-6" 6'-6" 3'-10" 6'-3" 6'-3" 11 -10 2'-6" 3'-4" 2'-10" 3'-10" 3'-0" DATE BY DESCRIPTION APPROV. BY o REVISIONS Y TOWN OF SOUTHOLD 10" 13'-0" le 3'-10" Ir 12'-6" 14'-4" 10'-0" 3'-0" SUFFOLK COUNTY, NY THE KOCH HOUSE 0 TM of sounm M 57'-6" E ® cpd� '�a� SECOND FLOOR PLAN N � N SECOND FLOOR PLAN � I 2 FI ~ a L. K. McLEAN ASSOCIATES, P.C. N 4 -0 ` n a CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r NN O F� . svo- �aC? Designed By: CFO Scale:AS NOTED Sheet No. °' M A �FESS1a�P Drawn B n Date: AUGUST 2012 A- 02 0 0 Approved B RGD File No. 05031,000 p / PP Y� a_ 12" 12" 12"� 12" 12" �12„ �12" 12"1 12" 12"12" 12„ 12" 12"� 12" 12" 12" 5 »� 112" 3 15-Y2» SECOND FLOOR 10'-13/a" SECOND FLOOR,010'-1/a" l Jill- t FIRST FLOOR�O'-0" ` FIRST FLOOR 0'-0" ------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I i 1 I I ,— I - I I I I I ROUGH BASEMENTg'-11%" 1 L-------------------------- ----------------------------------- _________________ ROUGH BASEMENT 79 113js -L---------------------------_------------------------------------ ----------------- ----� ---------- ---------------------I=--------------------------- -- - --------- - --� 2 SOUTH BUILDING ELEVATION NORTH BUILDING ELEVATION IN 11-00 12" 12" 12" �12" 12"� 12„ 12"1 �12„ 12" 112" 12's 12" 12„ NO 3 ,� SECOND FLOOR 10'-1%" SECOND FLOOR 1 p —1/s [7m 3 v zo FIRST FLOOR�O'-0" FIRST FLOOR,�O'-0" 1 I I I I I I I I I I I I I I J I I I I I I 1 I I i I I I W I I I I fr---�� 0 Z m ROUGH BASEMENT —g'-11%" 1 I 1 L _ rs ROUGH BASEMENT —g'-11%" -L 0 N I Q V) a� c- t WEST BUILDING EAST BUILDING ELEVATION O U O Y N t N ' O - O O DATE BY DESCRIPTION APPROV. BY 0 REVISIONS Y TOWN OF SOUTHOLD SUFFOLK COUNTY, NY U THE KOCH HOUSE a > OF sourm �' of NEW BUILDING ELEVATIONS �o N G. .� � L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N o V ;' Designed By: JMC Sheet No. rn op, �p� Scale:ILS DOTED o 'lsc• o. 5G`�d� �� r 0 `'dFESStO Drawn By: P$ Date: SEPrF1kR 2012 A_200 o / Approved By: CM File No. 05031.000 d CONT. SCREEN RIDGE VENT (TYP.) CONT. 2" X 14" RIDGE CONT. 2" X 10" RIDGE RAFTERS 2" X 8" 0 16" O.C. C.J. 2" X 6" ® 16" O.C. CONT. RIDGE VENT (TYP.) MAIN ROOF CONT. 2" X 10" RIDGE CONT. 2" X 10" RIDGE 2" X 12" 0 12" O.C. C.J. 2" X 6" 0 16" O.C. ATTIC RAFTERS 2" X 8" ® 16" O.C. ATTICATTIC RAFTERS 2" X 8" ® 16" O.C. UNHEATED UNHEATED C.J. 2" X 8" ® 16" O.C. R-38 R-38 BEDROOM _ BEDROOM C.J. MAIN ROOF b R-38 2" X 12" @ 12" O.C. CD r = i R-22 o o R-38 R-38 = r �� STORAGE o = R-22 11r�SEEI BASEMENT PLANS O.C. 00 00 11% TJI 230 F.J. ® 16 O.C. Of ` TH 11 7 SEE PLANS R-22 ININ FOYER BEDROOM 11%" TJI 230 F.J. ® 16" O.C. SEE BASEMENT PLANS R-38 R-38 a CD a = r 2 FOYERo GREAT ROOM a, o a, o o' a' GARAGE UNHEATED BASEMENT 11�" TJI 230 F.J. ® 11%" TJI 230 F.J. 0 16" O.C. a SEE BASEMENT PLANS R-38 GIRDER R-38 GIRDERGIRDER a R-38 SEE BASEMENT PLANS O.C. UNHEATED 3Yz" 0 L.C. 00 3Y2" 0 L.C. VY" 0 L.C. ib rn 3 v C 0 U O Cn TRANSVERSE SECTIOIN2 LONGITUDINAL SECTION 3 18 1 -0 3 18 1 -0 m 0 M I r m (D 0 C- 0 0 Y N C- V) O z DATE BY DESCRIPTION APPROV. BY REVISIONS 0 Y TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 4.1 THE KOCH HOUSE Tom OF SounM a NE �-� BUILDING SECTION N L. K. McLEAI�I ASSOCIATES , P.C. 04 vt �,�, i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N 0 �cf'�. 9 y' Scale: 2 �? Designed B d�+� Sheet No. 4s cl o oAq©FES S° ` Drawn By: PS Date: 12/11/2011 A-301 U LO �. O Approved By: (M File No. 0WIM0 6 '< 0- 12 112 RAFTERS SEE SECTIONS ATTIC 2" INSULATION BAFFLE (2) 2X6 TOP PLATE 2X10 C.J. (SEF PLAN FOR SPACING) R-38 INSULATION HEADER HEIGHT 7'-10" ROUGH I CONT. SCREEN RIDGE VENT (TYP.) 6'-10" ROUGH MAIN ROOF 2" X 12" 0 12" O.C. C) R-22 (TYP) 2ND FLOOR =_ W I N W W WALK—IN CLOSET C.J. MAIN ROOF W 2" X 12" ® 12" O.C. j II OPEN TO BELOW i C>BATHROOM a' R-38 1/2" PLYWOOD SUBFLOOR R-22 '11-7/8" TJI 230 F.J. r— R-38 LAUNDRY (SEE PLAN FOR SPACING) lip 11%" TJI 230 F.J. 16" O.C. SEE PLANS (2) 2X6 TOP PLATE II R-22I o i o i o i o o: R-22 "ab � a� � b WALIK-IN MASTER GREAT ROOM KITCHEN - HEADER HEIGHT CLOSET BEDROOM 7'-10" ROUGH 2 X 6 ACQ. FRONT DECK JOISTS ® 16" O.C. (TYP.) CONT. 2" X 10" ACQ. DECK GIRDER 11%" TJI 230 F.J. ® 16" O.C. SEE BASEMENT PLANS R-38 GIRDER GIRDER II R-38 3" X 6" ACQ" R-22 (TYP) POST (TYP.) BASEMENT II 2'-6" X 2'-6" X 1'-0" 3Y2" L.C. 3 " L.C. co 1 ST FLOOR a, P.C. FTG. (TYP.) 1/2" PLYWOOD SUBFLOOR 11-7/8" TJI 230 F.J. (SEF PLAN FOR SPACING) R-38 INSULATION (2) 2X6 ACQ. PLATE A/ LONGITUDINAL SECTION AA 3 3 16" 1'—W GRADE o 111-III III=III=III=III=111=111= - 1=1 11=1 1=1 11=1 11=1 11=1 11=1 1=1 1- ° 11=III=I I II I I I-I I I-II1=111=1I1=1I1= vi ° III-III=III=III=III=III-III-III- z 11=1 11=1 I I I I 1=1 I I-III-I 11=1 11=' o 1=III-I 1=1 1=1 1=1 1-1 �- 1= =1 1=1 11 w to N o a ° M 1 -_1 I p � BASEMENT oO o� V) a, ° N 0 -C a 0 4" P.C. SLAB Y 6x6x 10x 10 WWM (D 6 MIL VAPOR BARRIER e C_ 6" CLEAN COMPACTED FILL 6" 8" 6" COMPACTED SUBGRADE 0 _ -----------__-__---------- ---------- < DATE BY DESCRIPTION APPROV. BY =1 1=1 I=1 1=1 1=1 11=1 I In I-1 I 0 II=III=III=III=III=III=III=III o Y =1i-TTI=11i=1 1=11i-1T-11i 11 REVISIONS TOWN OF SOUTHOLD 1'-8" x 1'-0" P.C. SUFFOLK COUNTY, NY FOOTING CONTINUOUS 2x4 SHEAR KEY CONTINUOUS 2 5 CONTINUOUS THE KOCH HOUSE ( ) TOVN OF SoMOLD Q® ,�tio r � K) TYPICAL SECTION ��dG. a. o„� BUILDING SECTIONS O 4 /�; `` r y L. K. McLEAN ASSOCIATES P.C. I , y CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 00 �O. 561011) '�� * Sheet No. N o FESStO�� Designed By: JUC Scale: cl M ., s`` 0 Drawn By: PS Date: 12/1/2011 Q 3 02 a� o Approved By: CFD File No. 05031,000 /� 0 CL <8> <&> 25 28 & < > N r 8 <?> <&> , L29 < O 8> C2! <8CLOSET > ) Fl 171 KITCHEN MASTER BEDROOM Fl-0-5 Fl 1-5 1�1 24 GREAT ROOM 107—1 11 OPEN TO BELOW <8> I1 _ LAUNDRY 204] 23 , 1 j11 'MASTER BATHROOM ...... FT-1-8] BATHROOM 34 208 - -==='--a-==:ta _ _== = GENERAL NOTES R 402.2 Concrete: a minimum compressive strength is required at the following locations as R 802.6 Bearing ends of rafters and ceiling joist shall have not less than 1 1/2" of bearing DESIGN LOADS: NEW YORK STATE RESIDENTIAL CODE: determined by Table R 402.2 (severe weathering column), provide 5% air entrainment in all concrete. R 802.8 Block between 2"x12" ceiling joist at supports to prevent rotation. ROOF: ONE AND TWO FAMILY DWELLINGS •Basement walls, foundations and other concreteGROUND SNOW LOAD 20 PSF below grade: 3500 psf R 802.9 Trimmer"joist: single header and trimmer for openings up to 4'-0* and doubled over FLAT ROOF SNOW LOAD 32 PSF R301.2.1.1 Wind design criteria: the structure, structural connections & framing systems •Above grade foundation walls, vertical concrete 4'-0" unless otherwise noted on plan. Connect with tecos for header joist spans 6'-0* SNOW EXPOSURE FACTOR 1.0 exposed to weather: 3500 psf and greater. THERMAL FACTOR 1.0 have been designed to resist horizontal loads associated with 120 mph wind ex P loads for exposure B in accordance with manual (ASCE 7) "minimum design •Porches and garage slabs: 3500 psf SNOW IMPORTANCE FACTOR 1.0 R 905.2.6(2) Asphalt shingle attachment: strip shingles shall have a minimum of 6 fasteners per FLOORS: 60 PSF plywood sheathing and interior wood stud walls with gypsum board. See wall loads for buildings and other structures". Wind loads are resisted by exterior R 405.1 Foundation drainage: install drains around foundation, retained earth and enclose shingle. Fasteners to be min. 12 gauge shank with 3/8" min. diameter head to STAIRS AND EXITS: 100 PSF details for nailing and connectors. habitable space located below grade. Drain system not required in sand-gravel penetrate through sheathing. Apply 2 layers felt with roof pitches up to 4:12. mixture soils per Group 1 soils, Table R 405.1 UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF TABLE R301.2(2) R 905.2.7.1 Ice protection: ice barrier requirements per table R301.2(1), if applicable; install WIND LOAD: Door And Window Required Design Values: R 406.1 Damproof/Waterproof Foundations: Foundation walls shall be dampproofed from the top of the footing to the per manufacturer's specifications at all eaves to a point at least 24" inside All exterior windows and doors shall meet minimum wind pressures finished grade. Masonry walls shall have not less than 3/8" portland cement parging applied to the exterior of exterior wall line and at all valleys. BASIC WIND SPEED (3 SEC GUST) 120 MPH in pounds per square foot (P.S.F.) for 30'-0" the wall. The parging shall be dampproofed with a bituminous coating, 3 lbs./square yard of acrylic modified WIND IMPORTANCE FACTOR 1.0 mean roof height, exposure B, zone 5 as follows: cement, 1/8" coat of surface-bonding mortar complyingwith ASTM C 887. Concrete walls shall be dampproofed R 905.2.7.2 Underlayment: install underlayment with corrosion-resistant fasteners per EXPOSURE B / 9 PP manufacturers specifications applied along the overlap not farther apart than INTERNAL PRESSURE COEFFICIENTS .18/-.18 CATEGORY CATEGORY by applying any one of the above listed dampproofing materials to the exterior of the wall. 36" o.c. WINDOW/DOOR SQ.FTAREA 110 MPH WIND 120 MPH WINDWIND PRESSURES ARE TAKEN FROM SECTION 1609.6 OF THE BUILDING CODE. R 905.9 Built-up roofs: min. slope 1/4" per foot (2%) for drainage. MEAN ROOF HEIGHT OF 25 FT IS LESS THAN BUILDING WIDTH OR 60 FEET. 10 S.F. 29.1 P.S.F. 34.7 P.S.F. COMPONENTS AND CLADDING ARE DESIGNED FOR WIND PRESSURES FROM TABLE 1609.6.2.1 20 S.F. 27.2 P.S.F. 32.4 P.S.F. R 406.3 Porous fill: backfill with the same material used for footings, up to height of 1'-0" R 1001 Masonry chimneys and fireplaces: to be constructed in accordance with code above footing for well drained sites, or 1/2 the total backfill height for poorly drained section R1001.1-Rl003.13• ZONE WIND PRESSURE PS 50 S.F. 24.6 P.S.F. 29.3 P.S.F. sites. Cover porous fill with strips of 30 Ib. Asphalt paper or 6-mil polyethylene to 1 19.9/-21.8 100 S.F. 22.6 P.S.F. 26.9 P.S.F. permit water seepage and avoiding fine soil infiltration. R 1004 Factory built fireplace: tested in accordance with UL127 labeling on equipment per 2, 3 19.9/-25.5 R 301.2.2 Seismic exception: one & two family dwellings located in seismic categories code m1303 & m1414.1 and installed per manuf. specifications. Exterior air intake from 4 21.8/-23.6 B and C and townhouses located in seismic category B are exempt from seismic " 5 21.8/-29.1 R 406.34 Backfill: remainder of excavated area above porous fill shall be backfilled with same exterior of dwelling or from spaces within the dwelling ventilated with outside air such requirements. Foundations to bear on soil of site class D or better for dwellings to type soil removed during excavation. Backfill not to be placed against wall until as crawl or attic spaces". Garage and basement excluded from outside air source. Chases be seismic category C. wall has sufficient strength and has been anchored to the floor above per code shall be firestopped at each floor and ceiling and insulated thoroughly on inside and ROOF OVERHANG -36.9 PSF section R 404.1.7 outside walls to reduce air infiltration. EARTHQUAKE: R301.4 Design live loads: R 408.1 Crawl space vents: provide 1 s.f. per 150 s.f. of floor area. Install vents within 3 ft M 1305.1.1 Furnaces in closets: to have min. 30" clearance in front of unit for service. Closet SEISMIC USE GROUP 1 R301.6 Exterior balcony: 60 pff of each comer of foundation. Crawls ace access panel to be min. 18"x24" unless width to be min. 12" wider than furnace and 3" min. clearance at back and sides. RESPONSE COEFFICIENTS: Sds=.35, Sd1= .08 Wood deck: 40 psf .p L/240 Attics with storage: 20 psf mech. equipment located provide a 22 x30" access opening per Sec. M1305.1.4. Provide access panel opening large enough to remove largest appliance but not less SITE CLASS D L/360 Floor (not bedrooms): 40 psf than 22 x 30". For appliances located in attic, install switch operated lighting fixture DESIGN CATEGORY C L/360 Bedroom floors: 30 psf R 502.4 Floor plumbing chase: blocking to be full depth 0 48" O.C. max. and receptacle. Provide clearances per manufacturers installation instructions. RESTRAINING SYSTEM LIGHT FRAME WALLS W/ WOOD SHEAR PANELS (R=6) L/180 Roof 45 psf (ground snow load) DESIGN BASE SHEAR 5.6 KIPS L/240 Attics with fixed stairs30 psf R 502.6 Bearing ends of joist, beams or girders shall have min. 1 1/2" of bearing on wood and M 1307.3 Appliances with ignition source sharing garage floor to be elevated 18" min. and ANALYSIS PROCEDURE SIMPLIFIED ANALYSIS PER SECTION 1617.5 metal and 3 min. on concrete. Joist framing from opposite sides over bearing protected from impact by vehicle. R301.2.2.4 Maximum dead loads: support min. lap 3" with min.(3) 10d face nails. Ledger strips not less than 2x2". Roof/ceiling 15 psf M 1501.3 Clothes dryer duct: not to exceed 25'(excluding transition duct) and reduced 2 1/2" Floor. 10 psf R 502.7.1 Joist bridging: only joist exceeding 2"x12" are required to be suported laterally at for every 45 degree bend and 5' for each 90 degree bend. Install booster fan for Exterior wall: 15 psf mid span by solid blocking or diagnol bridging (wood or metal at intervals not additional lengths. Clothes dryer exhaust system shall comply with code section Interior wall: 10 psf exceeding 8'-0". Engineered joist bridging per manufacturer's installation m1501.1 listed and labeled in accordance with UL2158A. Exhaust duct size shall requirements. comply with code section m 1501.2. TABLE R301.6 R 502.8 Drilling & notching dimensional lumber: to conform to Section R 502.8.1 and M 1506.3 Exhaust fans: in baths when required to have mechanical exhaust capacity of 50 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Figures R 508.8 Sections R802.7.1 for joist, rafters and beams/R602.6 for studs/R cfm intermittent or 20 cfm continuous. ALLOWABLE 602.6.1 for wall plates/ R602.7 for headers and Figure R 602.6(1) and (2). STRUCTURAL MEMBER DEFLECTION Follow manufacturers specifications for engineered wood products. G 2426.5.3 Chimney termination: clhimneys shall extend 3'-0" above the highest point where it passes through roof and at least 2'-0" above any portion of roof within horizontal Rafters having slopes greater than 3/12 L/180 R 502.12 Draftstopping: install 1/2" gypsum board or 3/8" plywood or particle board parallel distance of 10'-0". with no finished ceiling attached to to open web floor joist with finished top and bottom flanges every 1000 s.f. of rafters concealed space. Provide stop material at suspended ceilings under floor framing P2801.5 Water heaters: not installed on slab shall be installed ina galvanized steel pan Interior walls and partitions H/180 every 1000 s.f. of concealed space. having a min. thickness of 24 guage and 1 1/2" deep provided with drain line. Floors and plastered ceilings L/360 R 503.1 Sheathing: NOTE: CODE SECTION 1225.2 All other structural members L/240 Subflooring 16"" o.c. support 5/8" min. Location of carbon monoxide detectors: At least one carbon monoxide alarm shall be provided in each dwelling unit. The required Exterior walls with Faster or stucco H 360 24 o.c. support 3/4 min. p " " carbon monoxide alarm shall be installed in the immediate vicinity of bedroom(s) on the lowest floor level of the dwelling unit finish Roof sheathing 16 o.c. support 1/2 min. Exterior walls-wind loads with ° L/240 Table R 803.1> 24" o.c. support 5/8" min. containing bedroom(s). brittle finishes Wall sheathing 1/2" min. TABLE R30 Exterior walls-wind loads with ° L/120 See nailing schedule Tables R 602.3 (1) & (2) for fastening. All roof and wall flexible finishes plywood panels shall be exterior grade, with exterior glue, shall meet the CLIMATIC AND GEOGRAPHICAL DESIGN GN CRITERIA requirements of the latest edition of the U.S. products standard PS-1, and shall be GROUND Wind SUBJECT TO DAMAGE FROM 1,2 NOTE: L = span length, H = span height SEISMIC WINTER ICE SHIELD a. The wind load shall be permitted to be taken as 0.7 times the Component and identified with the appropriate Grade Trademark of the American Plywood FLOOD Cladding loads for the purose of the determining deflection limits herein. Association. SNOW DESIGN 9 a FROST LINE DESIGN f UNDERIAYMENT HAZARDS h LOAD SPEED Imph) CATEGORY WEATHERING DEPTH b TERMITE c DECAY d TEMP REQUIRED Plywood sheathing to run continuous 12" minimum past top and bottom plates R 303 (1) Habitable room venting: window opening min. 4% of floor area or mechanically of all exterior walls. If plywood stops at plate, then provide Simpson LSTA18 20 120 (C) See note SEVERE 36" MODERATE SLIGHT +11 (c) YES See note "h" vented producing 0.35 air change per hour except bedrooms and finished basements. straps of 48 o.c. and comers, nailed to studs with 10D nails in holes provided. R3011.2.2 Center straps on plywood joint. Use LSTA30 strap if plywood does not overlap For SI: 1 pound per square foot = 0.0479kN/m 1 mile pe?hour = 1.609 km/h (2) Habitable room lighting. glazing min. 8% of floor area or artificial light of both the top and bottom plates at the same floor level. 6 foot candles at 30 ablove floor. a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code. The weathering column Sub flooring shall be installed with face grain diagonal across supports: break joints in shall be filled in with the weathering index(i.e.,,'negligible, moderate" or severe' for concrete as determined from the Weathering Probability Map[Figure R 303.6 Habitable room heating: capable of maintaining min. 68 degrees at a adjacent courses; locate end joints over supports and drive nails flush or slightly R301.2(3)]. The grade of masonry units shalll be determined from ASTM C34,C55,C62,C73,C90,C129,C216 or C652. point 36 above floor and 24 from exterior wall. below surface. Undedayment, where required, shall be similarly installed. b. The frost line depth may require deeper footings than indicated in Figure R403.1(1). The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. R 305.1 Minimum ceiling heights: 7'6" min. in habitable rooms Roof sheathing, shall be laid with face rain at right angles to supports; locate end C. The ) depends shall fill in this part of the table with "very heavy", "slight to moderate*, or "none to slight" in accordance with figure g g g pP R301.2(6� depending on whether there has bran a history of local damage. Minimum basement heights;: 7'-0" min., 6'-8" under girders, ducts, etc. joints over supports; stagger joints; provide metal H clip at joints at sidesof panels d. The jurisdiction shall fill in this part of the table with "moderate to severe", "slight to moderate*, or "none to slightin accordance with Figure R301.2(7)depend- when spacing of supports is 24 o.c. and roof sheathing is less than 5/8" thick. ing on whether there has been a history of l3cal damage. R 308.4(6) Glazing Of hazardous IOCatlanS' all glazing within 24" Of hinged door in closed e. The jurisdiction shall fill in this pan`. of taste with the wind speed from the basic wind speed map[Figure R301.2(4)].Wind exposure shall be deter- „ " mined on a site-specific basis in accordance with Section R301.2.1.4. position must have safety glazing unless sill height is 60 above floor. All floors to be covered with carpet shall have (1) layer 3/4 underiayment board or f. Refer to Table N1101 2"Winter Desian Dry- A Temperature' column. other approved equal, over sub-floor, floors to be covered with oak flooring, granite g. The jurisdiction shall fill in this part with b-.e Seismic Design Category determined from Section R301.2.2.1. R 308.4(10) Stairwell windows: window sills at stair landings less than 60" shall have safety or ceramic the shall have 1 layer of 23/32 sub-flooring. h. The jurisdiction shall fill in this part of thei table with (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first glazing. code or ordinance for management of flood hazard areas), (b) the date(s) of the current effective FIRM and FBFM, or other flood hazard map adopted by the R 602.3.2 Wall double to late end joints to offset min. 24". community, as may be amended. R 309.1 Doors from garage into habitable space: 45 min. fire rated with self-closing P P i. SPP Figure R. 1.20) for ground snow loads. device. R 602.3.3 Bearin(2)g 2"x6" or (3) 2"x4" plates are installed.studs: wall studs to be within 5" max. under bearing members unless R 301.2.2 Seismic exception: one & two family dwellings located in seismic categories R 309.2.1 Garage walls: 5/8" type-X gypsum board on garage side, 1/2" type-X gypsum board B and C and townhiouses located in seismic category 8 are exempt from seismic on opposite wall side at habitable areas. R 602.8(1-5) Fireblocking: fireblock all concealed draft openings (vertical & horizontal) between requirements.Foundations to bear on soil of site class D or better for dwellings to stories and top story open to attic space. Firestop material to be wood batts or be seismic category C. R 309.2.2 Garage ceiling: 5/8" type-X gypsum board. blankets securely retained in place per Sections R 602.8(1),(1.1) and (1.2). R 310.1 Finished basements: egress windows sill height max 44" above floor. R 702.3/ Gypsum Board: install over 2" nominal wood framing or 1x2 furring strips 0 24" o.c.TatlCM2.0revent exposure to weather. Attaching gypsum board to wood frame as R310.1.1 Window egress opening requirements: net clear opening first floor 5.0 s.f., second follows (unless noted otherwuse). Screws shall be type S or W and penetrate wood floor 5.7 s.f., min. height opening 24", min. width of opening 20". 5/8" min., 12" o.c. for ceiling and 16" o.c. for walls. Nailing to ceiling wood frame to be 7" o.c. and 8" o.c. at walls. R 310.2 Egress Basement window wells: min. net clear area to be 36" x 36". Provide steps out of well if base height to grade exceeds 44". R 703.2 Asphalt-saturated felt: 14 pounds per 100 sf applied horizontally with the upper layer lapped over lower min. 2". Lap 6" at joints. R 311.4 Hallways: min. 36" clear width. R 706.6 Exterior plaster (stucco): corrosion-resistant lath to be attached with 11 gauge, 1 1/2" R 312.1.2 Landings at doors: min. 36" x 36" landing required if (3) or more risers required. long with 7/16" head nails or 7/8" long 16" gauge staples 6" o.c. max. Plaster three coats over lath or 2 coats over masonry wall. See Table R 702.1 (1) and (3) for R 313.1 Ramps: max. slope one unit vertical to 8 units horizontal ( 1 in 8 slope). thickness and mix requirements. Provide handrail one side for slopes that exceed 1 in 12. Table Exterior vinyl siding: min .035 thickness, lap joint .120 x 1 1/2" long R 314.1 Stair stair width min. 36" with min. clear opening 31.5" with handrail one side and nails or staple 1 3/4 length each stud. 27" handrail both sides. Int. & ext. stairs to be illuminated. " R 801.3 Roof drainage if expansive or collapsible soils exist, roof drainage to discharge R 314.2 Treads & risers: max riser height 8 1/4". Min. tread depth 9 plus nosings min. 5-0 from house or to an approved drainage system. 3/4"-1 1/4" max. Open risers not permitted on rises greater than 30". Max. 3/8" tread and riser variance within stair run. Min. tread width of 6" on winders. R802.3.1 Where ceiling joist are not provided at top plate, the ridge formed by these rafters z? shall also be supported by a ridge girder and rafters shall be designed in accordance R 314.3 Stair headroom: Min. 6'-8' measured vertical. with Table R 802.5.1 (2) using the Rafter Span Adjustment Factor. 0 R 315 Handrails: provide 34"-38" high handrail on at least one side of stairways with 0 2 or more risers. C-) -0 R 316 Guardrails: porches, balconies and stair landings 30" above floor or grade to be c0a installed with 36" high railings, balusters not to allow passage of a sphere 4" or o more in diameter. LO0 Q R 317.1 Smoke alarms: install smoke alarms in all bedrooms and in immediate vicinity co outside of bedrooms. Install one smoke alarm on each level including basement. Interconnect all alarms. R 317.3 Automatic Sprinkler System: buildings having a height of 3 stories shall be 0 equipped with automatic sprinklers in accordance with NFPAI3D. = A sprinkler system is required when first story is basement where the finished floor above basement is: DATE BY DESCRIPTION APPROV. BY 1. more than 6 ft. above grade for 50% or more 2. more than 12 ft. at any point 3. more than 6 ft. above grade plane REVISIONS TOWN OF SOUTHOLD o ALL LUMBER TO BE HEM AR #2 OR BETTER SUFFOLK COUNTY, NY R 323.1.2 All sills and plates on exterior foundation wall to be pressure preservatively treated. Y � R 323.1.3 All sills and sleepers on slab to be pressure treated unless impervious moisture THE KOCH HOUSE OF barrier under slab is installed. (Treatment of wood in accordance with AWPAC22). TTOWNSOIrIOLbarrier v R 323.1.4 Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2" air-space all sides or ends wrapped with aluminum flashing. ., NEIV � CODE COMPLIANCE R 323.3 Fasteners for pressure treated wood: hot-dipped galvanized steel, stainless steel, 'rr� �' Q>Q.0 silicone bronze or copperor 1/2" diameter Steel bolts. 61 r L-4 R 401.4 Footings: shall bear on undisturbed inorganic sand, gravel class GW, GP, p +4 L. K. McLEAN ASSOCIATES, P.C. '- CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 cr- LZ soil with a minimum bearing capacity of 3000 psf meeting the requirements of seismic site °� class D or better per table 1615.11 of NYS building codsNo . Footings may � ��. also bear on rock of approved compacted fill place in 8 maximum lifts. In areas `r w ire , yro,�de ra Designed By: JMC Scale: Shet No. N o likely to have expansive, compressible, shifting or other unknown soil characteristics, a soil test by an approved agency shall be performed to determine the A F SSta��~ o soil's characteristics at a particular location. Drawn By: PS Date: SEP'TEMEIM 2012 /��J00 U i Approved By: CM File No. 05031,OOQ /-� �J OD FR CONST NAILING SCHEDULE T BLE 3 1,M 20011 EDTONION MANUAL JOINT DESCRIPTION # OFNACIOMMON NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE—NAILED) 3-8D PER RAFTER CEILING JOIST TO TOP PLATE (TOE—NAILED) 3-8D PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE—NAILED) 8-16D EACH LAP CEILING JOIST TO LAPS OVER PARTITIONS (FACE—NAILED) 8-16D EACH LAP COLLAR TIE TO RAFTER (FACE—NAILED) 3-1 OD PER TIE END BLOCKING TO RAFTER (TOE—NAILED) 2--81) EACH END RIM BOARD TO RAFTER (END—NAILED) 2-16D EACH END FASTENING SCHEDULE B WALL FRAMING ROUGH OPENING FRAMING TOP PLATE TO TOP PLATE (FACED NAILED) 2-16D� PER FOOT Use every other nail hole ° REQUIREMENTS FOR WINDOW OPENINGS DOUBLE TOP PLATE TOP PLATES AT INTERSECTIONS(FACE—NAILED) 4-16D JOINTS EACH SIDE in a row to provide the (IN ACCORDANCE WITH THE WOOD FRAME STUD TO STUD (FACE NAILED) 2-16D 24" O.C. HEADER TO HEADER (FACE—NAILED 16D 16' O.C. ALONG EDGES code—required minimum CONSTRUCTION MANUAL-2001 EDITION) TOP OR BOTTOM PLATE TO STUD END—NAILED) 2-16D PER STUD SIMPSON PHD2 HOLDOWN center—to—center ROUGH OPENING BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2�16D12 PER FOOT spacing for nails ° A B C D E F o MIN (14) 10—D NAILS EA. (o FRAMING ENDJOIST, OR BLOCKING (FACE—NAILED) o 0 2'-0" 2 (1)2X4 1 1 1 1 0 FLOOR FRAMING o 5/8"0 THREADED ROD ° 36"-42" 4'-0" 4 (1)2X4 2 2 2 2 JOIST TO SILL, TOP PLATE OF GIRDER (TOE—NAILED) 4-8D PER JOIST ° CUT BRIDGING TO JOIST (TOE—NAILED) 2-8D EACH END LENGTH 6'-0" 6 jij zx5 3 3 3 3 BLOCKING TO JOIST (TOE-NAILED) 2-81) EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3--16D EACH BLOCK (2)2xa LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST -0 8 3 3 3 3 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-80 PER JOIST 2(1)2X6 BAND JOIST TO JOIST (END-NAILED) 3-16D PER JOIST SIMPSON STRONG-TIE 10'-0" 10 (2)2X6 4 4 4 4 BAND JOIST To SILL OF TOP PLATE OE-NAILED 2-16D1 PER FOOT CS COILED STRAP WHERE- SIMPSON UD N EVERY RAFTER (T ) 12'-0" 12 (2)2x6 5 4 5 a WHERE STUD AND RAFTER ALIGN ROOF SHEATHING SIMPSON CNW COUPLER NUT a STRUCTURAL PANELS 8--D 6" EDGE/12'AELD DIAGONAL BOARD SHEATHING 5/8"0 ANCHOR BOLT OR 1"Xs"OR 1'Xa" 2-81) PER SUPPORT ADHESIVE ANCHOR LSTA24's AT EACH HEADER TO JACK 1"X10" OR WIDER 3-80 PER SUPPORT Provide minimum 1" ° STUD LOCATION e end distance o CEILING SHEATHING o ° GYPSUM WALLBOARD #6 x 15/8 SCREW 7" EDGE/10' FIELD o Equal number of ° p H T EACH CRIPPLE STUD TO specified nails ° TOP PLATE in each end C H8's AT EACH CRIPPLE STUD TO WALL SHEATHING HEADER LOCATION STRUCTURAL PANELS 80 6" EDGE/12'FlELD A SEE NOTE 2 BELOW FIBERBOARD PANELS 7/16' 603 3' EDGE/6' FIELD 25/32" 803 3" EDGE/6' FIELD GYPSUM WALLBOARD #6 x 1-1/2 SCREW 7' EDGE/10' FIELD HARDBOARD 8D 6' EDGE/12'FlELD B 2X ® 16" O.C. STUD WALL PARTICLEBOARD PANELS 8D (SEE MMUF.) 2—A SECOND FLOOR ATTACHMENT 2—B SECOND FLOOR ATTACHMENT F DIAGONAL BOARD SHEATHING A-500 N.T.S. A-500N T.S. 1'X6'OR 1'X8' 2-8D PER SUPPORT 1"X10" OR WIDER 3-8D PER SUPPORT SP1 OPTIONAL SPH AT EVERY 0 UPLIFT STUD CONNECTORS REQ I ED FLOOR SHEATHING _LL STRUCTURAL PANELS 1"OR LESS 80 6' EDGE/12"FlEU) ALL STUD GREATER THAN 1" 10D 6' EDGE/6-FIELD A. NUMBER OF 8d NAILS O EA. END OF STRAPPING DIAGONAL BOARD SHEATHING • B. NUMBER OF SILL STUDS (ON FLAT)(DOES NOT APPLY TO DOORS) 1"X6"OR 1'X8" 2-81) PER SUPPORT SIMPSON PHD2 HOLDOWN C. NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER 1"X10" OR WIDER 3�SD PER SUPPORT D. NUMBER OF 16d NAILS. END NAILED THROUGH ADJACENT KING STUD TO END OF NOTE: GA METAL HEADER 0 EA. SIDE STRAP 0 16" O.C. E. NUMBER OF JACK STUDS 0 EA. END OF HEADERS 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON—CENTER AT a MODE "CS20F. NUMBER OF 16d NAILS END NAILED THROUGH ADJACENT JACK STUDS TO END OF 1. ANCHOR BOLTS NOT SHOWN - USE 1/2"x 6 TITEN HD & BP1/2-3 THE PANEL EDGE. IF WALL SHEATHING IS NAILI=D 3 INCHES ON—CENTER AT THE PANEL c 5/8"0 THREADED ROD MIN (14) 10—b NAILS THE O EA. SIDE (DOES NOT APPLU TO DOORS) 24" O.C. EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, MAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, 2. IF HEADER TOUCHES TOP PLATES USE MTS16 AT EACH RAFTER TO SHALL BE USED TO MAINTAIN THE LOAD PATH. IM JOIST HEADER CONNECTION 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BIE REDUCED TO 1-16D NAIL PER FOOT. I 3. USE CS16 COIL STRAP AT EACH STUD TO STUD CONNECTION (I.E. 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS ARE PERMITTED, CHECK BUILDING CODE OF NYS FOR ADDITIONAL REQUIREMENTS. GABLE WALL) •. 3 TYPICAL FRAMING AND UPLIFT CONNECTIONS GALv. METALN.T.S. A-500 PAILET FASTENER I SIMPSON CNW COUPLER NUT (MODELIIS LPT4) I i C 5/8"0 ANCHOR BOLT OR MIN (8) 10—DNAILS I I ADHESIVE ANCHOR I :+ DBL. SILL PLATE e. REQUIRED HOLDDOWN LOCATIONS DESIGNKTED "HD" ON SECOND FLOOR FRAMING PLAN (BOTTOM OF FIR:*,T FLOOR STUDS) RIDGE PLATFORM FRAMING ONLY 1—A FIRST FLOOR ATTACHMENT 1—B FIRST FLOOR ATTACHMENT A-500 NTS. A-500 N.T.S. ATTIC 2X8 OxR 2o 1G' BLOCKING OR CENTERS RAFTER 2 BAYS 0 o WALL STUD NEW STUD BACK ® Q 4'-0" 3 O.C. W 6 BLOCKING DETAIL TOP SECOND FLOOR A-500 N.TS. PLATES o � o ° 0 0 o EXISTING STUD WALL STU D 3 ® O SILL PLATE �IJo BLOCKING ° o ° 2 BAYS •0 BACK 4-1 o H2A VWHERE STUDS AND SPI HGA1© WALL EXTENSION AND 4'-0" 4—A RAFTERS ALIGN 4—B eMU! W ALLS O.C. o FIRST FLOOR LO I Q (D U) BLOCKING 2 BAYS c o BAC K 0 4'—O" = WALL STUD c O.C. 0 0 5 BLOCKING ® ENDWALL `s 00 0 ® °0 7 , 0CD0 0o O 0 0 0 SILL PLATE DATE BY DESCRIPTION APPROV. BY C_ 0 REVISIONS Y WHERESTUDS AND SPH4 I'CCLL/ECCIR BEAM COLUMN CAPS lSTA18 RIDGE STRAP O EACH 9&5AERS DO NOT ALIGN 4—E 4—F 4—G RAFTER RIDGE TOWN OF SOUTHOLD SUFFOLK COUNTY, NY THE KOCH HOUSE W No OF sounm a E® A 50o N.PICAL UPLIFT CONNECTIONS ti°dGDETAILS AND CODE COMPILANCE 9 'oI a) L. K. McLEAN ASSOCIATES, P.C. Cr CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 C140 O ��'�� /p 5� b Desi 9ned By: dt�C Scale: Sheet No. @�. O q �.�FES;1� Drawn By: P$ Date: /��0 U Approved By: CFS File No. 05031°000 /� 0 li