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HomeMy WebLinkAbout40511-Z ho01 SO�Tyo`o Town of Southold P.O. Bog 1179 {o� 53095 Main Rd ��¢caUNV•a� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47219 Date: 07/16/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1430 Marratooka Rd Mattituck, NY 11952 S e cB to ck/L o t: 12 3.4-3.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/01/2016 Pursuant to which Building Permit No. 40511 and dated: 03/04/2016 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with an unfinished basement, front covered porch, and an accessory garage attached by breezeway as applied for. The certificate is issued to: Marilyn Winters , Sidney Beebe Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-15-0056 12/11/2020 ELECTRICAL CERTIFICATE: 40511 6/23/2026 PLUMBERS CERTIFICATION: Derek Hennessey 6/9/2026 Auth ized ignature Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. tywgr New Construction: Old or Pre-existing Building: (check one) L Location of Property: i1�0 /mwe--,, o4, - A,-W InI1T%eC House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section /.?.3 Block Lot � S Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: R Io— l5—o o 6 6 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appl' Signature 4*UP SO& TOWN OF SOUTHOLD BUILDING DEPARTMENT • �yo SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40511 Date: 03/04/2016 Permission is hereby granted to: Renewal Date: 05/01/2026 Marilyn F Winters 1430 Maratooka Rd Mattituck, NY 11952 To: construct a new single family dwelling with accessory garage attached by breezeway as per SCHD approval. Premises Located at: 1430 Marratooka Rd, Mattituck, NY 11952 SCTM# 123:1-3.3 Pursuant to application dated 02/01/2016 and approved by the Building Inspector. To expire on 05/01/2028. Contractors: Fees: Renewal Fee $906.70 Total $906.7 Building Inspector Yam.. �g11fF0��-�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40511 Date: 3/4/2016 Permission is hereby granted to: Klingman Karen M Family Trt 1670 Marratooka Rd Mattituck, NY 11952 To: construct a new single family dwelling with accessory garage attached by breezway as per SCHD approval. At premises located at: 1430 Marratooka Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 123.-1-3.3 Pursuant to application dated 2/1/2016 and approved by the Building Inspector. To expire on 9/3/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,113.60 CO -NEW DWELLING $50.00 CESSO $284.80 CO - CESSORY B G 0.00 To 1: $1 8.40 Building Inspecto hO��pF SO!/r�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 rl BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sid Beebe Address: 1430 Maratooka Road city: Mattituck st: NY zip: 11952 Building Permit#: 4ONI + 5ag8a, Section: 123 Block: 1 Lot: 3.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Kieth License No: ME-34091 SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool X Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzaninel IGarage Fx Dock INVENTORY Service 1 ph X In-wall Heater Recpt 66 Ceiling Fixtures 18 Smoke Detectors 2 Pump 1 Service 3 ph Hot Water 1 GFCI Recpt 4 Wall Fixtures 16 CO Detectors 2 Heater 1 Main Panel 200 A/C Condenser 1 Single Recpt RecessdFixtures 74 Combo Smoke/CO 2 Transformer Sub Panel A/C Blower 1 Range Recpt Ceiling Fan cook top 1 Salt Gen 1 Transfer Switch Mini Split Dryer Recpt UC Lights 20ft Fridge 2 pool light 1 ARC 11 Blower Heads Switches Pucks Lights Dishwasher 1 Mini Fridge GFI 7 SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 3 Hood 1 Dehumidifier Other Equipment: Notes: HOUSE / POOL/ DETACHED GARAGE Inspector Signature: Date: June 23, 2026 ��SpFFO( Town Hall Annex ��� Gyp Telephone(631)765-1802 54375 Main Road .� P.0. Box 1179 y 2 Southold,NY 11971-0959 �v0y • !� D E C E L V E BUILDING DEPARTMENT UUU — 9 2026 TOWN OF SOUTHOLD Building Department Tv.,m of 3-out;hold CERTIFICATION Date. Building Permit No. I 0 � 'I Owner: c r 1 (Please print) Plumber: Nrtf 2AA/ ftl (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu4Zers Signature) th Sworn to before me this day of 7L) F-- 20_2& Notary Public, S County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 OI_ALtFIED IN SUFFOLK COUNTY COMOSSION EXPIRES JUNE 30,2 �O O�l � _ Of SO!/jy�l �ycOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: rt,.� 00 Z 11 DATE d� /`Z �� INSPECTOR ` �ti ao��OF SOUTyo�o N o a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 1706NDATION 1ST [ ] ROUGH PLEIG. [lof FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 ' 0,C. AAA, Coe DATE ®� �`'��G INSPECTOR pF SOUTyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) `REMARKS: DATE INSPECTOR �� �i ► Fso �o��o aryolo �ycourm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROUGH PLEIG. ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL RICAL (FINAL) REMARKS: 'o 44 44 goolblImt DATE 6"1 1 *+ INSPECTOR OF SOUT�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ],FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FIN L) REMARKS: eAAWI In -IY9- k v� Q lK, DATE INSPECTOR pF SOUTyO pS � # TOWN OF SOU-*HOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �ftli 1 �w& y !A, rvioct� nS bn Aly J DATE INSPECTOR pF SOUlyolo A LA �0T�g// OF SOUTHOLD BUILDING DEPT. Couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: \\A, 41 @, 0 44 r-0- bo �m 2 hf -;X- (-A A DATE INSPECTOR OF SOUTyOIo � V�S/ N OF OUTHOLD BUILDING DEPT. 'oum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 42AC-�g DATE INSPECTOR so ju 5 �f /q 36 �ar���oC `'�. �d oeur < � o TOWN OF SOUTHOLD BUILDING DEPT. 'OUMV�,o 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: yo ct s e, (hl560vlq S o •se i vt beat 91.,f wf,o o�V1 5 Ct ovJ ♦'w'e �2ct5 2r � e)EA 1-t Wow joa-vtv-t Av �4�-r 04 P.-A I c' Kno-vi gleck JI-teA MA ear (a c, ovi a�e,vt *e2� y vt Le- OuAti � G Ga K A DATE ^ a� INSPECTOR OF SOUTyO� - - # TOWN OF SOUTHOLD BUILDING DEPT. courmN 631-765-1802 qolsltlINSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �]` ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL tVn [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CnJxA b Am rooms . � 7V4 vil- L A** DATE ZD INSPECTOR �a0F 50U1y0 �� / l q 3 o V ( a,-6 c,f�`l-o Az-t Q, # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [jQ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: poo l w k- o a � Vor rl►,� Lk& GCS dec'k b nk 1 s boot fo w�t- OvLok K s DATE Co" kc2G INSPECTOR (dlwC4zd ,l�M . M~XCiv WA AM WJFAN\ENV, • ee � t/J Wm 1"s ATION PEA. STATE ENEROY CODE WiMA - AP! .. _• PAT _ bal In /f► MIN MIM ""AL A 1a _ ■■■■II • � TV C • WINFAWMM ' r �t I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATI BUILDING DEPARTMENT Do you have or need the followi; TOWN HALL Board of Health_ SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval_ FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. [ '` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate 1 �• I Storm-Water Assessment Fon (, i j FEB 1 2016 iContact: Q Approved 120 Disapproved a/c - Phone: 63 Expiration ,20 Bui ding Ins ec APPLICATION FOR BUILDING PERMIT Date 20.,u INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( afore of appli • t or name,if a corporation) (Mailin address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �5'id�/ X3eebe .le ZK4Z,1Z ,,/� �,✓ (A on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License NO.t*A P ee +ems G�U,Ld�s Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done:••., IZ130 in, ,eaTok'.4 House Number Street Hamlet County Tax Map No. 1000 Section r a 3 Block' 'l' Lot 3, 3 Fil&O Ma ,.No. Lot ,- N g before aPP/y/n ST pf premises.and�iitended•..use and occupancy of proposed construction:. \ b' \ �cy w ood�e.d L.�.i , \ ,ancy t,(e-w h .e applicable): New Building Addition Alteration /al Demolition Other Work i (Description) /'q/0©0,0 0 Fee (To be paid on filing this application) \ welling units Number ofgdv e-ling units on each floor ,�,9„yel. Cars 2 0a4 7' nal or mixed occupancy, specify nature and extent of each type of use. Ming structures, if any: Front Rear Depth Number of Stories same structure with alterations or additions: Front Rear Height Number of Stories of entire new construction: Front Rear Depth / Number of Stories lot: Front Rear Depth of Purchase Name of Former Owner or use district in which premises are situated :s proposed construction violate any zoning law, ordinance or regulation? YES NO ✓' 11 lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO I---- Ames of Owner of premises Address Phone No. ;lame of Architect Lie 4 l'�Es�is 6Lsly�/ Address/We4w _V a o1 Phone No -T3o -01171 Name of Contractor SD &eLe /Sons 6✓, 4s Address 6X 9'7f Phone No. 63/-"235/- S26/ a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO I' 1IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. j b. Is this property within 300 feet of a tidal wetland? * YES NO v,"- IF YES, D.E.C. PERMITS MAY BE REQUIRED. �6. Provide survey, to scale, with accurate foundation plan and distances to property lines. i J 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS&K5 sly ErP being duly sworn, deposes and says that(s)he is the applicant (Name'of individual signing contract) above named, (S)He is the (Contracto , gent, 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. Sworn to before me this y TRACEY L. DWYER da of Q 20 NOTARY PUBLIC,STATE OF NEW YO N' NO.01 DW6306900 QUALIFIED IN SUFFOLK COU Notary Pu lic COMMISSION EXPIRES J S gnature of Apo c nt hO�&6pF SO(/l�ol o .� Town Hall Annex l el 765-1802 54375 Main Road cn 65- 5 P.O.Box 1179 • Q ro .rich wn.SOUt�O n s Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: 3 YO 01- Add ress: 3?-r� �i�•v��S �'� Sv u�ftv t A)- _ Phone No.: JOBSITE INFORMATION: (*Indicates required information) . *Name: S i la Q 6-&1 c *Address: _f y3p M A2,4 tooY-A RA I-iq t7-/Tuc K AJk. �� 9 *Cross Street: /V L'av S�TFoc rc *Phone No.: 761—9 yZ y Permit No.: 40 S) 1 \\\ Tax Map District: 1000 Section: Block: I Lot: 3 , 3 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES /0 - Rough In Final *Do you need a Temp Certificate: YES ! NO Temp Information (If n ed. *Service Size: Phas 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect nderground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION f4cs-C 82-Request forkinspecton Form ~���� ts a!~so ava%I abbe. see, i:w forw�.ati ow ow the bac{2 page o f tv��s uwt, or wrEte ���' �J&N!:) N) �oV for iwforVKRt1ow awd Of ti, rEAL s"bS0VL-PtL,ow. PERMIT# P d �1 Address: / V 3 Switches �/1 t�y ��1� 1 'r` f I,� Outlets j CFI's Surface Sconces 5 HH's (o LIC Lts es Fridge HW j POOL Panel Fans MiniFr. W/D Pump Exhaust Oven Sump N Heater A //�� Trnsfmr �i� Smokes ( DW Generator Salt Gen. Carbon I Micro 1 GrbDis ,v � Lights A Water Bond / Heat ecD Paxpucks N/A ERV (V l Ap ,/� HOT TUB/SPA Inst Hot ��� DeHum Transfer N l h Disc Blower A ff A Combo Cooktop M,inisplit NI /�A ` AC �e�H Hood Blower O,A Servi�ce/ Amps 2 0C) Have Used Sub I�� Amps Have Used CQrnmen_ts 1 NZCY, JUN 1 6 2026 ' •E 3 _ } j Scott A. Russell SUPERVISOR =� I\v1[A\N A\G IEIW]ENT z � SOUTHOLD TOWN HALL-P.O.Box 1179 tp .S 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET FEB 19 Z016 ( TO BE COMPLETED BY THE APPLICANT ) q F'E B '���.-Z 0�16 I*_®lE� '' ]I 1S PROJECT INVOLVE ANY OF THE FOLLOWING: Yes (CHECK ALL THAT APPLY) o ❑ A. Clearing, grubbing, grading or stripping of land which affects more dthan 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or. any contiguous area. ®ffC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ff"D. Site preparation within 100 feet of wetlands, beach,'bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on-F�RM-llp of any- watercourse:- F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ": l O0O Date 1�3 District �Im r ���� i 3.3 �e` 12D rs NAME: Section Block Lot 1 ()l;. Bt)it-I)1Ca DL:I�-� lENT 1ST_: 0NLY Contact Information: Reviewed By: JIJ �K)LA nALA - - - - - - - - - - - - - - Date: a- 1- 20�� Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — `J/2� ��/ /� / 0 ❑ Approved for ana processing Building Permit, 7`ry �/ ,�jt Stormwater Management Control Plan Not Required. /I9///�//r/C� dy. j���'� Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 lPrope�ty Owner,Design Professional,Agent,Contractor,Other) ---�— 0511FFQ j� CHAPTER 236 la ; Stormwater Management Control Plan CHECK LIST NAME: C51 4111,L4 43 1--elo l' Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Y6:mr Y.nn (lj Date: e� ���'� �ti >jc The applicant must provide all Information that has been Required b the following Compl�e Explanatioand/or Reason for not providing of '��� Checklist! Telrplwne NumA..c I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! NO show all of' the following iterns: YES NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0O h. Total Site Acreage. 0O DRAINAGE INSPECTIONS ARE REQUIRED c. Existing - Natural & Man Made Features within 500 L.F. Contact TOS Engineering at 7 - of the Site Boundary as required by §236-17(C)(2). Backfill OR Provid ' d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 that e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (MinimurnZ intervals) , �0 g. Location of all existing &proposed structures, roads, EROSION&SEDIMENT CONTROLS driveways, sidewalks, drainage improvements & utilities, 0 Shall include but not be limited h. Spot Grades & Finish Floor Elevations for all existing & A well maintained proposed structures. Wire I. Location of proposed Swimming Pool and discharge ring, j. Location of proposed Soil Stockpile Area(s). 0� k, Location of proposed.Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). O0 m. Location of all proposed erosion&sediment control measures. �00 2, Stormwater Management Control Plan must include Calculations showing i that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21-inch 00 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sedllnent, Controls. 0� b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) EE d. LeachingStructures (e. . infiltration basins,swales,etc.) L:R. OR t:Ni; N1::IIN: D17PAlUE :', lSI� (�NL.1` : `: FOR 1 I Additional Information is Required. Reviewed & 1 1:1 Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 3 i SMCP has been approved by the Engineering Department. FORM " SWCP -leek List -TOS MAY 2014 O��gufF0l,+r�PG Town Hall Annex ��. y� Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 C x Southold, NY 11971-0959 01 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: .02onaip,� lee Location of Property: ,'S��3d "g A A , Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): �1 Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1.. 4 1/2" STROKE _......_ ._....._.....--------•—•--------....... ._. .. .�ESiGNATCON"FORSTf2UCl`tiRAL - - --_..........__............_._......-- ----._......__..___.._..._._.._._ _----- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDFJNIMCATION SIGN COPPLIANCE WITH 19 NYCRR PART 12GS4-q e- MWTOSEME cooEs olvtsloy EXANFLE TRUSS IDENTIFICATION SIGN DATE:03(08/2005 : NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT -btENT�.4%r F,�.f AND ADMINISTRATION T�IF�. Southold Town Building Department P.O.Box 1179 Permit#: 40511 53095 Main Rd Southold,New York 11971 Permit Date: 3/4/2016 (631)765-1802 Expiration Date: 9/3/2017 Parcel ID: 123.-1-3.3 BUILDING PERMIT RENEWAL LETTER Dated: 7/18/2024 Applicant: Klingman Karen M Family Trt Location: 1430 Marratooka Rd.,Mattituck Work Description: SINGLE FAMILY DWELLING construct a new single family dwelling with accessory garage attached by breezway as per SCFID approval. A FEE OF $906.70 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Klingman Karen M Family Trt Address: 1670 Marratooka Rd Mattituck,NY 11952 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. S.C.T.M. NO. DISTRICT: 1000 SECTION: 123 BLOCK: 1 �oLOT(S):3.3 E SUFFO tt tl� tW N N68-28'20" LANDFN/F. _� EL 23.4 E BETH WINTER a W/PUBLC WATER 150' O� E' EL 23.7 Co 352.82' CRY 1 EL 24.9 DOUBLE CL 23.4 14"MAPLE DOUBLE 12" MAPLE - .\ N P�POSED WATER LIN 4 - -- E - ` Z W \ 2 0 .::66 T:: ::_;:: EL(25.5) 2 W o►- n:::::_-;:::-;:-;:;-:c__:--;-:::.:;;:-::::- :; 103.5' ---- ----- -- - --: -- -_ n o EL 25.4 . . - - --:---:1Y -:-- -;:-- - - 8'MIN N 2 S. W ---- :::::: :::.-::::::._:-::::::-:.:_::: :...::: r $'MIN n1 0 M O : - :ROPOSED:-: ....:: :yi A." - - 1 STY ---_=::-LTA al.............tt:D!ifLCWC ;;:c.i_.::: 1 .:..<... c -'•¢ Y - O 16" MAPLE <-S.B'f;":_::;: . (?8.0);;:::::-:-- Q SONS '--'..."PROPOSED O C� - ----- SANITARY EO.S 3-4 BEDROOM Q PROPOSED 4' IyNE�U ::;-:-:::_::'_:-;._ ---:;;:-;:- _6,7` ., :QROQp- SANIO SYSTEM Q POOL FENCE EL(25.5) :: _::::;_2_J.6';-__-_as:.i; -�o BM/A(1) 8'DIA02'DEEP L.P. 207MAPLE STO ...?.....9. NE PATI T N yy 6�.: Y I CL 22.9 1� STOoE H EC(25.5- -- �a p swum DWELLING PATip =:`-22.J' 110.5� IN/PUBLIC WATER POOL NO SANITARY "--`:F17(jpOS£O.' - '. `:T. U.P. I2 150' EL 22.9 GFG) ; _£T.:p''J1 D�::::_: ; �75 SF. _ _ �' I N 1 ::::.:. ROpOSEO._::_ ¢ O =--` _:-=: O ^:J72 ACE( 1� I GF26.0):.' '._,':-= - :. ,i .-:EL(25.:5):"':`._`:;'`_ `-:.'.• :`_ _ :. 1+� 40' MAPLE N EL(25.5j EL 24.5 N :_ :U Nk-5) fiRr`� bR° OSEU STONf Otl I S6 ' f� �r - ORNfµrAY,: : .__.::~.:T .: °. .?:: - 275't w � DRAINAGE CALCULATIONS: .:.: - .-:o -,::°-:;. -:'�_;.:_:_.�._` --.- :: .'..;::��==:' .: _ _ DEEP HOLE CREEK 14"MAPLE tv.- A) DWELLING FOOTPRINT=2.353 SOFT. ; 2.353 x 0.166=390.6 < 391cf REOUIRED LAND N/F 3.1' (2) 8'D1A x 5' DEEP DRYWELL= 422cf PROVIDED OF i W.V. \ B) GARAGE FOOTPRINTS=847 SO ANNA AUDIOUN FT. EL 24.3 jW.V. 847 x 0.166=140.6 < 141ef RICHARD P. AUDIOUN ELEV. 25.4 FRM. (1) 8'OIA x 4' DEEP DRYWELL= 169cf PROVIDED OL DR BROWN Do STORAGE 369.19, :CL 23.0 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SANDY DWELLINGS PIP AND OR DATA OBTAINED FROM OTHERS. SM• BROWNN W/PUBLIC WATER OAMY SAND 2.3' 150' NAVD88 — AREA:44,732.28 SQ.FT. or 1.03 ACRES £LEVA17ON DATUM- ------------------------ PALE UNAUTHORIZED ALTERA71ON OR ADD177ON TO THIS SURVEY IS A 140LATION OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY BROWN MEDIUM MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SP TO ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON COARSE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITU770110, GUARANTEES ARE NOT TRANSFERABLE. SAND SUFFOLI{COUNTY DEPARTMENT OF HEALTH SERVICES THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 1HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 13 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADD17IONAL STRUCTURES OR AND-OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 771E PREMISES AT THE 77ME OF SURVEY PE WAIT FOR AUPPROVAL OF COPt MRUCnON FOR A SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SID BEEBE; (0'LIJ FAN=RESMEl�'OE ONLY MAP OF: DATE OCT 3 0 2015 HS REF.NO. �t FILED: NO WATER —DUNE 23. 2015 ;17APPROVE � SITUATED AT: MATTITUCK K. WOYCHUK LS ���'v�� TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC FOR MAXMIUM OF /K� BEDROOMS a O SUFFOLK COUNTY, NEW YORK e Professional Land Surveying and Design /�+ P.O. Box 153 Aquebogue, New York 11931 EXPIRES THREE YEARS FROM DATE OF APPROVAL �FILE N 15-105 SCALE: 1-30' DATE:JUNE 23, 2015 PHONE (631)298-1588 FAX (631) 298-158.8 AUG 1 2 Z015 N.Y.S. LISC. NO, 050882 maintaining the records of Robert J. Hennessy A Kenneth M. MoTchuk Ourr.M. HtALIHSERVICES OFFICE OF FVASTEgATEjNIGT. Y DRAINAGE INSPECTIONS ARE REQUIRED � � Contact TOS Engineering at 765-1560 before N jy _. S.C.T.M. N0. DISTRICT: 1000 SECTION: 123 BLOCK: 1 LOTS :3.3 E Backfill, OR Provide Engineer's Certification BUFF g �Lg ,5..,. that the drainage has been installed to Code .4 EROSION&SEDIMENT CONTROLS E, W Shall include but not be limited to: ��� 3 ��'� WA well maint ned Construction Entrance, EV W Wire Backed ilt Fencing,stabilization& N68-28'20„E LANDOFN/F _� EL 23.4 Seeding ogRil and/or inactive soils. BUILDING DEPT. BETH WINTER a W/PUBLIC WATER TOWN OF ISOUMOLD 150 PROPOS3 4 BEDROOM Cl EL 23.7 SANRARY SYSTEM SILT FENCEOD (1) 8'DWc12'DEEP L.P. PROPOSED AREA OF 8'DIA _` 352,8,2' µ pkV (JL�A r PRp�lS DISTURBANCE: 29,500 S.F.t 6'DEEPU{1RY 1 EL 24.9 DOUBLE CL 23.4 --TEL(25.5) tELIA � O PRO 14"MAPLE CDA CO-Q�}fiAr�i� IN 2 DOUBLE 12' MAPLE ` N POSED WATER LINE _ — I ���N �'�'� 1'lVS� z66.7' :: :...-::.: `. EL(25.5) Z _ MW V EL 25.4 v I 1 PROPOSED SOIL14e;vt) Of 2 S.T. 8°MIN 11 v ------------- S STOCK PILE AREA PpSEO -;:_-,:j':: uj O I STY :-: ::':1.7.. 11 m � a c .................::; _ IPA.: `__ ::. , I 1 8'DIA _ a 'FFL S.F.:.::::.:::.::N: �' PROPOSED Y O 16" MAPLE 6'DEEP ---5,6'-::_:::`-:=:;: _ 28.0)::_::-::-_ �- n CONSTRUCTION ENTRANCE & STAGING AREA. p c' / I - RY` r`=:=:_:s.;:_.__:..;.::::: : SE - PROPOSED �J O r� -------- ------------ --- = p0. . IC .y a PROPOSED 4• w :...::.::.::::: ;:__;::_;:;;;i6.T. GUTTER I PROPOSED PERIMETER O PAL FENCE EL(25.5) :-_ -.=:27.6'_: :_:::-,' -:::.:;.:;::;: :-''c- DRAIN :..: I 0 PERFORATED DRAINPIPE a:_;;_ 20"MAPLE 19.8 -j ALONG STONE PATIO ______________ STONE pATI T N 10'DIAx14'DEEP�D ` AND WALKWAY TO BE Y r RY 1 ICL 22. -__ ST FUTUR :::::::..... ONE ?0?CH _EC(25.5 1 WELL/ BACK FILLED WITH GRAVEL - :SN7M E - ;;=:-:::;:c-:-:' �� -�` PATIO _-=:==2 _ 110.5' DWELLING ------------- DRY t ..................... cn W/PUBLIC WATER POOL ;: 1G . - 10'DIA NO SANITARY ::___ '.-..- -;:':: . 1 1- 8 6 OEEP�WELL ROPOSED- ::Q�=. WASH r AREA Iz 150' EL 22.9 __-- ^- =: GARAGE :"t : °'- CONCRETE AS OUT EA 1-+ U.P. 7..::... IN BED OF PROPOSED DRNEWAY.1'' __ _ 1 2 ................ 40" MAPLE .31,0'.=-Y?Dp _::- ... ...__.}75 O 3 p - GARAGE : ti:-;_._:- :;;::`=_ r. 1 S.F.:GF(26.3); ) >:-_.. EL(25:5)'•r DRAINAGE CALCULATIONS: <v �1(z5.5) :.. - PROPOSED O A DWELLING FOOTPRINT=2 353 SO.FL EL 24.5 N 11` _ �� GUTTER 1 S6' o y SILT FENCE POSL ONE DRIVEWAY_ - Cy 275't COVERED PORCH do SMALL PATIO: 247 S.F. 8 `�8 s, DRY WELL 4 0.; = DRAIN 2,600 x D.166=431.60 < 432cf REQUIRED 2O w �n"-• :`J: =-: - DEEP HOLE CREEK (2) 8'DV1 x 6' DEEP DRYWELL= 506ct PROVIDED X4' 9` _- - -.-:-_ 14'MAPLE :- SILT B) STONE PATIOS/WALK =1,296 SO.Fi, ! GARAGE FOOTPRINTS=847 SOFT. F 3.1' LAND N 2,143 x 0.166=355.74 < 356cf REOUIRED OF I K W.V. (1) 10'DIA x 6' DEEP ORYWELL= 410cf PROVIDED W.V. ANNA AUDIOUN 23 RICHARD P. AUDIOUN ELEI! 25.4 _____ FRM. EL 4. CL 23.0 D) GRAVEL DRIVEWAY =5.400 SOI DR BROWN STORAGE 36' ' 5400 x 0.166=896.40 < 897cf THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL OL SANDY LOAM o'8° �' 9 1 10'DIA x 14' DEEP DRYWELL= 957af PROVIDED DWELLINGS PIP PPRO ( ) LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS BROWN DWELLINGS WATER �ONTR L OFSTORMWgTER MANAGEM iVT E) SWIMMING POOL SHALL BE EOUIPED WITH AND OR DATA OBTAINED FROM OTHERS SM �Y SAND 2.3' 150 I PV4N -T MINIMUM 4'DIAx4'OEEP ORYWELL Date: n Cod hapter 236 NAVD88 — rrPlcAl DRrwELL cRoss sEcnoNI AREA:44,732.28 SOFT. or 1.03 ACRES EL£VA17ON DATUM: ------------------------- PALE (CONIC. PRECAST COMPONENTS) I Appro ed b UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V70LA71ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY BROWN y MAP NOT BEARING 771E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN MEDIUM s'51Ae FOR a TRAFFIC iEM B NI SP TO e-9Ae FOR TaAFne T*,vaae ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS17TU77ON COARSE ArarsoVFn INLET FOE �T �xu[AiD AnPRI o1maT Poll: �•VA calm To GRAGE To[xnAxM w_ LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING IN57ITU7)ON CUARANIEES ARE NOT TRANSFERABLE. SAND mcmea 1�71. �'THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE _ PA°'En��5� GEOTcine FAI SUPPORT POSTS NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD1770MAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS 13 9' ANDIOR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY WOW❑❑ FLOW onEc+lGx SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SID BEEBE; E>II AND LUG TRENCH NO WATER MAP OF: EXISTING GROUND FILED: — — — — — — — 17' IEIIEIEIIHIE�II�IE ;f I II aimil-lli 1ATE0 AT: MATTITUCK JUNE 23. 2015 I_ K. WOYCHUK LS III-II IIE11�1�1� y I IIL-IEII I II I IE �11�11=111=11 GI pll�l[-11,• Ipl J11=11UIC711�11= ,,;.VN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC r•^n.. SUFFOLK COUNTY, NEW YORK / Professional Land Surveying and Design 3'MIN. 8' f P.O. Box 153 Aquebogue, New York 11931 REVISED 02-22—1 6 BACK FILL MATERIAL BE PHONE (631)298-1588 FAX (631) 298-1588 CLEAN SAND AND GRAVEL FILE N 15-105 SCALE: 1—•30' DATE:JUNE 23, 2015VISED 02-10-16 N.Y.S.NS L/SC. NO, 050882 malnfafnln; the records of Robert I. Hennessy & Kenneth N. tfo�chuk (4-o�- S.C.T.M. NO. DISTRICT: 1000 SECTION: 123 BLOCK: I LOT(S)-3.3 SU PE. OZI r D ReRms D PIPE Z SEP - 9 2016 N68-28,20,,E LAND NIF EL 23.4 OF a: DWEWNGS BLUDING DEPT. PIPE BETH WINTER WIPUBUC WATER ISO, PROPOSED TOWN OF SOUMOLD 3-4 EL 23.7 SANITARY BEDROOM SYSTEM PIPE 352. 1.200 GAL S.T. 82, (1) B'DIA02'DEEP L.P. EL 24.9 14 DO-MAPUBLELE G CL 23.4 ;;p-'0p-0-j—E-D'W- -- PIPE DOUBLE 12 MAPLE c; AMR cly ................................. LINE ------------------------- --------------- . ........................... ...............06.5 2 to ------- ..................................................... En .. .................................................................................................. 103.6' EL 25-4 ---------------------------------------------------------------------- ................I.................... ....................... MM ......................... ---------------------- .2",= 8'MIN co .. ...................... .............................................. ........ S.T. ----------------------------------------------------------------------------------------------DAT ------ ... B'MIN .................... .0 -4ea Id C-1 T ------------ 170N A .3 ex J ca ------- op------ ........... .............................. 16" MAPLE ------------- ----------- ........... PROPOSED ......... 5.5 PRO GUTTER... .......... DRAIN i -- - ----------------------- a 20"MAPLE V114 ---- 10'DIA,14'DEEP D-,,' ' --------- - cV ............ WELL, ICL 22.9 FOUNDATION LOCA ION 08-26-16 --V DWELLING 110.6' WATER ---------------- ------------ -%:.. ........................ 2 W1115101F EL 22.9 CONCRETE WASH OUT AREA I U.P. ...TOP ..END._ ..........:.Z: IN BED OF PROPOSED DRIVEWAY. PIPE ROP m 40" MAPLE ...... .......... ------------------------------ P 0SED "ONE DRIVEWAY I CA :1 0 DRAINAGE CALCULATIONS: PROPOSED I I b I >- A) DWELLING FOOTPRINT=2,353 SOFT. EL 24.5 GUTTER Q 275'* COVERED PORCH & SMALL PATIO: 247 S.F. S68-28'20 W PIPE (3i DRAIN 2,600 x 0.166-431.60 < 432cf REQUIRED DEEP HOLE CREEK (2) B'DIA x 6' DEEP ORYWELL= 506cf PROVIDED cly 14'11APLE B) STONE PATIOS/WALK =1.296 SO.Fr. GARAGE FOOTPRIN TS=847 SOFT. ' 2.143 x 0.166=355.74 < 356cf REQUIRED ON LAND IFPIPE i W.V. (1) IO*DA x 6' DEEP DRYWELL= 410cf PROVIDED F 3.1 W.V. ANNA AUDIOUN EL 24.3 RICHARD P. AUDIOUN ELEV. 25.4 FRm, 0) GRAVEL DRIVEWAY =5,400 SOFT. DR BROWN STORAGE 36.9.199 m CL 23.0 amm 5400 x = .40 < 897cf THE WATER SUPPLY, WELL. DRYWELLS AND CESSPCOL OL SANDY LOAM o.a* PIP (1) IODEA x 14' DEEP ORYWELL- 957cf PROVIDED — OWELUNGS LOCATIONS SHOW ARE FROM nELD OBSERVA 77ONS BROWN W/PUBUC WATER E) SWIMMING POOL SHALL BE EOUIPED WITH AND OR DATA OBTAINED FROM 07HERS. Sm Lowy SAND 2.3* 1150, MINIMUM 4DIAx4'DEEP ORYWELL NAVD88 TYPICAL DRYWELL CROSS SECTION AREA:44,732.28 SQ.FT. or 1.03 ACRES ELEVATION DATUM: ------------------ PALE (CONC. PRECAST COMPONENTS) UNAUTHORIZED AL TERA 170N OR ADDITION TO THIS SURVEY IS A VIOLA 7701V OF SECTION 7209 OF THE NEW PORK STATE IEDUC47YON LAW COPIES OF THIS SURVEY BROWN MEDIUM Ir sua roR NW-TRWC BE*Amc MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN SP TO r SLAII rGR T4W=OPM6 Cr ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 7-0 INE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TU770INV COARSE Appac m van Pm Ca OT nvAc Aw AwnOUFLU FM WL 41 m% wo2m L 4 LIVED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. SAND Pffc"m IX/1 TO GOW roc ap lz� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE GEOTEK=rAGM W*CRT P0515 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 1`0 GUIDE THE EREC77ON OF FENCES. ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS E::]E3 0 om OR ME'm AND/OR SUBSURFACE SIRUCfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY 0 D 0 FIAM mcn0N SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SID BEEBE, MARIYLN WINTERS; EXcmTEo me OPCWXM TRDICH NO WATER E=nW GRotm FIDELITY NATIONAL TITLE INSURANCE COMPANY. MAP OF: ULSTER SAVINGS BANK, ISAOA; FILED: 17' SITUATED AT: MATTITUCK JUNE 23. 2015 TOWN OF: SOUTHOLD K. WOYCHUK LS KENNETH M WOYCHUK LAND SURVEYING. PLLC r-cow SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 3' MIN. COLLAR CC ACK FILL MATERIAL TO BE LEAN SAND AND GRAVEL P.O. Box 153 Aquebogue, New York 11931 REVISED 02"22-16 C—A PHONE (631)298-1588 FAX (631) 298-1588 FILE # 15-705 SCALE: 1=30' DATE:DUNE 23, 2015 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hanneacy doKenneth M. Woychuk REVISED 02-10-16 From: Health WWM healthwwm@suffolkcountyny.gov Subject: R10-15-0056 Approval Date: May 6, 2026 at 9:15:37AM To: Wintersmarilyn@icloud.com Good morning Marilyn, Please see the attached approved Final survey. Have a great day. RECEIVED S.C.T.M.NO. DISTRICT:1000 SECTION:123 BLOCK:1 L01(S):J.J NEry S OCT 01 2020 UFF�L PIPE SUFF.Co.i irm.111 SEnvict s K ApE. OFF-ICE OF N/ASTEV•;ArEii M.C.T. E3 D. 20.,E IANOFN/F j PNE BETH MINTFR rd :352.82, C 3 O H tt] 501rt ry �- _..j.A�LHE nELIar PIPE I f O !I' 'A6 .. `103.6' EL E15A� I h 35 Il.] EL IG) 1000 F U 0 na. L u�CN !. 60 R'OX12'DEEP WLG O I i DRYM. O F ED I F N PORCfI Rql O 00 /44 Za.,,,,.. C—__of IL ILL 0--_ \ O2. srONL Tit - Q 3. E122.9 0.---0 _�� Awwr DmreAY ry Ik C S68" 26�20"}y PIPE n 26.0 OF O I LAND or _ PPE ANN AUDIOUN R'V' RICHARD P.AVDIOUN l.15Y 21.1 THE MATER SUPPLY,rxus.DRYNELLS AND CESSPOOL SfO 36J.19, NON .tt tE LOCH HONS SHOIfN ARE FROM FIELD OOSERVA BONS FINAL SURVEY 07-25-20 AND OR DATA OB MINED FROM OTHERS AREA:44,732.28 SQ.FT. or 1.03 ACRES LEI—OAlUN NAVDeU URAUr!lO%IEO AL TERA DON OR r`M W r S SURVEY lS A 1,2 off Or SEDDOV)]09 of—NTW YORX sort LDUCARW UIY. COPIES lY Ibs SUR4£Y ------ --'---- _NAP NOF BEAMNO INf fANO SURVEYORS ENBOSSEO—,SINLL'Of BE CONSIOERLO r0 BE A VALID RN/C COPY. WARAN!£ES LVD/CA CO HEREON 9/ALL RW E:UrFIA_V:(;:I J:.•�:: `'L'1'• OVLY lO THE PERSO'r FOR n1LON"SURVEY.PREPAREO ANO fN M.5 BEHALF TO R1E BRE COVPANY,f-0KRryMEN1A(ACFNCY ANO LL TYNG uSRNRCW I/STEO NEREOV AAD TO THE A55/GfEEs(K I r LRfOWO/NBRNRON,GUARANTEES ARE 101 TRA WRApLE, r C OrFSETS OR p 'S`O"S$NOW/HEREOU IRON ITK PR -'UNEs TO me STRUCTURES ARE FORA SP—c PURPOSE ANO USE rf2R£FORE THEY Ali£ ' • -�`F' [,_~•NOT MTENDED TO NdTVNENT ME PRCaCR1Y LWES OR!O CU,OC R(E FRECRON OF fFNCES,ADOIOOYAL S)RUCIURES M/NO O,I)INPROt£uf,, EASEYfNrS 'A/N/LN SUBsf/RFACE SiRUGNRLS R[CYAPOEO OP U/.'REW.POID AR£NOT WMMR'ED UNLESS PHMCALLY Ev.,^EN1 ON D,[PRC.b5E5 AE ME I-or SVR1£Y pO.O�E� I I_?OZO >.. ...RLJrl 5UR4irM DESCRIBED PROPERTY CERTIFIED TO: SID BEEBC:MARIYLN MINTERS; N�OF: ULSTER SAVINGS DANK, ISAOA; lrm:::.:';-cs;'::�:��c •.. L IDERec::y Dnd'n cef.;,z uT:.Y.• _ I lnro- FIDF.LNY NATIONAL 711LE INSURANCE COMPANY; bD scGZJCDry FOR ANJcXIN.UA+(�F, L'EUROC UTHOLD SUF O SOOUNTY. KENNETI[h OYc i SUFFOLK COUNTY,NEW YORK PLLC (A,.; P'L.I}-;i,I!}r"reeeloDeL LIDa surveylDx eDa ne,lx" ^Fp;. pI D P.O.Box 163 Aqucb9gue,Ncn York II931 '-� �-�I••- • ...... ... FIE d 15-105 scA :1-30' DATE:,JUNE 23. 2015 N.Y.S USG NO 050881 PxoND(ODI)t9e-IeE9 FAx(eJl)29e-Ie6E '� "" :. REScheck Software Version 4.6.2 Compliance Certificate Project Marratooka Rd Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,860 ft2 Glazing Area 10% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1430 Marratooka Rd Lee+Chesonis Design Mattituck, NY 11952 'Compliance- Passes using UAtrade-off Compliance: 8.1%Better Than Code Maximum UA: 837 Your UA: 769 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. Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 3,304 38.0 0.0 0.030 99 Wall 1:Wood Frame,16"o.c. 3,700 19.0 0.0 0.060 199 Door 1: Solid 21 0.350 7 Door 2:Glass 70 0.300 21 Window 1:Wood Frame:Double Pane with Low-E 285 0.280 80 Basement Wall 1: Solid Concrete or Masonry 1,896 0.0 10.0 0.061 116 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Floor 1: Slab-On-Grade:Unheated 237 10.0 1.042 247 Insulation depth: 0.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 ,2 and to comply wi the mandatory requirements listed in WS heck n ection Checklist. L Eps6wls LEE f�.� �i � �� / ra reo Name--Title ture //Datef Project Title: Marratooka Rd Report date: 12/02/15 Data filename: C:\LCD\Projects\1502 Mattituck\administration\Permit application\Marratooka Rd.rck Page 1 of 6 r OCCUPANCY OR USEIS UNLAWFUL 1430 MARRATOOKA RD, MATTITUCK, NY WITHOUT CERTIFICATE OFOCCUPANCY ARCHITECT: GENERAL NOTES ABBREVIATIONS �J f�'��"� LEE + CHESONIS DESIGN v o-`"' x $ F ---• 14 VERONA STREET UNIT 3D 1. All work and materials furnished shall comply with, state regulations,the regulations of the National Board of Fire Underwriters, National Fire A '' ;`' TRUSS PLACARDING REOUInED B 71803030-0471 NEW YORK TEL/FAX Protective Association Requirements and all Federal State, and Municipal authorities havingjurisdiction over the work. 11231 A/C AIR CONDITIONING LAV LAVATORY n '' .r q p LF LINEAR FEET/FOOT ACT ACOUSTICAL CEILING TILE � "" "_ N '_ � I" � '�"`•. 2. Before ordering any materials or doing any work, each trade shall verify all measurements at the building and shall be responsible for the AD AREA DRAIN MANUF MANUFACTURER r ,, " ` • correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the MAX MAXIMUM measurements indicated on the drawings; an discrepancies between the drawings and field conditions which may be found shall be submitted ADDL ADDITIONALr, 9 Y p 9 Y MECH MECHANICAL a r ,.-, 1 ., a,F•7' SURVEYOR: KENNETH M.WOYCHUK to the architect for consideration and clarification before proceeding with the work. The contractor shall be responsible for any deviation from the ADJ ADJACENT/ADJUSTABLE 9 m_�, LAND SURVEYING,PLLC MEMB MEMBRANE A.. P.O.BOX 153AQUEBOGUE,NY 11931 contract documents. AFF ABOVE FINISH FLOOR = MDF MEDIUM DENSITY FIBERBOARD `0.•. o„ 631-298-1588 ALT ALTERNATE &• e^f,.e " o A I WATER 3. All of the Architect's drawings and construction notes are complimentary and what is called for by either will be binding as if called for by all; ALUM ALUMINUM MIN MINIMUM ` ; :m. �. >". ,, "`4 RETAIN STORM VIATER RUNOFF „ �,. any work shown or referred to on any one drawing shall be provided as though shown on all drawings. MISC MISCELLANEOUS . .• 4 , a .3 o r . PURSUANT TO CHAPTER 236 APPROX APPROXIMATE r _`"-'s.,BM.a - c �p� . R '• STRUCTURAL ENGINEER: ARCH ARCHITECT/ARCHITECTURAL MO MASONRY OPENING „ °.. OF THE TOWN CODE. CONDON ENGINEERING,P.C. 4. The work to be performed consists of furnishing all labor, equipment,tools,transportation supplies, fees, materials and services in "� ' accordance with these notes and drawings; and includes performing all operations necessary to construct and install complete, in satisfactory ATTEN ATTENUATION NIC NOT IN CONTRACT .,,. -" ,�, ' "� 1755 SIGSBEE RD '" f �" _� •'' ''�y � �` MATTITUCK,NY 11952 condition, the various materials and equipment at the locations shown. NO NUMBER '} �"'ry' f'" ``` �` BLDG BUILDING NOM NOMINAL y xF - Fry PLUiv18ER CERTIFICATION' A 631-298-1986 5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. BLKG BLOCKING j /> �p f ,�I 'r :,.., r ON LEAD CONTENT BEFORE BUR BUILT UP ROOFING NTS NOT TO SCALE w CERTIFICATE OF OCCUP/�NCY N/A NOT APPLICABLE f � § 'n p�M: �:� 6. The standard specifications of the manufacturer for products called for in the drawings and notes are hereby made a part of these notes with CEM CEMENT/CEMENTITIOUS "4 m SOLDER U the same force and effect as though herein written out in full. OA OVERALL • �' ."� £' " SED IN ATE , CLG CEILING OC ON CENTER " , �•, '� . F o,eh` ° SUPPLYSYSTE41 CANN R "' $ 7. All materials required for the performance of this work shall be new and of the best quality of the kinds specified. The use of old or second CL CLOSET M �T �1CI $ m ". N.�' hand materials is strict) forbidden, except for locations on the drawings that refer to removal and relocation of materials orequipment. Materials ` ' �* _ °` "" V "` E F 1%LEAD. D �- , B.I ` ,I . q p q Y P OD OUTSIDE DIAMETER XCEED 211D OATE: y p gCMU CONCRETE MASONRY UNIT i r PLAM PLASTIC LAMINATE �' , _ • „� �� l � shall be used in accordance with the manufacturer's specifications. The contractor shall submit all product warranties. The contractor will CONC CONCRETE G er'•_ �� FE f� f,�.,�: /I�_ .,___.�._._. warranty all work as per state regulations. CONT CONTINUOUS PLMBG PLUMBING -- --,_(_ a. - J > M k � I, ai{'" NOTIFY 6�i!L� ii; �?I;.'"NJT AT CONST CONSTRUCTION POL POLISHED . -'",_•w "" 755 13 2 E ''.9v� I') 4 F.J FC,.'I 7NL 8. The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulations of waste materials DEMO DEMOLISH/DEMOLITION PNTD PAINTED r p s , , _.: �.DO NOT PROCEED WITH FOLL0V-,";NG I . P" and rubbish during the entire construction period. The Contractor shall remove all crates, cartons and other trash from the work areas each day, RCP REFLECTED CEILING PLAN FRAMING UNTIL SURVEY 1• FOIi+^;CA T i 7IJ T�'�'C REQIJ!�ED and shall be responsible for its proper disposal. The remises shall be protected throughout construction and shall be turned over in spotless DEPT DEPARTMENT p p p p p p g p ROOF DRAIN N and orderly condition. All fixtures and equipment will be left in undamaged, bright, clean and polished condition. DIA DIAMETER RD F FOUNDATION LOCATION FOR POURMD C 11,_'R7F DIM DIMENSION REC RECESSED HAS BEEN APPROVED. 2• ROUGH - FR1,1,!`1'9i; G & Fi IUC:"ING 9. All work shall be subject to final inspection by the Architect. DTL DETAIL REF REFERENCE/REFRIGERATOR 3. INSULATION DWG DRAWING REINF REINFORCEMENT 4, FINAL - C0N7_T RLJCTIC'-I MUST 10. All plumbing, electrical and mechanical work shall be performed by persons licensed in theirtrades. All work to comply with teh applicable DW DISHWASHER REQD REQUIRED PLUMBING BE CO''iPI-E TE FOR C.O. sections of the Building Code currently in effect. EA EACH REV REVISE/REVISION 1430 MARRATOOKA ROAD MATTITUCK, NY 11952 ALL PLUMBING WASTE ALL.. CONJSTRU!T ION! Si IALL fi;1EET THE �Q. t`e'.hTi_R I.I;v`ES ,_;E,r� REQUIREMENTS OF THE CODES OF NIEW ELEC ELECTRICAL RO ROUGH OPENING I, �, - -_ 11. The Contractor shall take all necessary precautions to insure the safety of the building, its occupants, and the general public during PARCEL#1000.123.00-01.00-003.003 TE`pTI``'� �<«COVi iiv'G YORK STATE. NOT RESPONSIBLE FOR ELEV ELEVATION SC SOLID CORE construction. EMER EMERGENCY SCHED SCHEDULE NEW CONSTRUCTION, SINGLE FAMILY, ONE STORY WOOD FRAME STRUCTURE WITH DETACHED GARAGE DESIGN OR CONSTRUCTION ERRORS. ENCL ENCLOSURE SECT SECTION EQ EQUAL SF SQUARE FEET FIRE SAFETY NOTES EQUIP EQUIPMENT SIM SIMILAR DRAWING LIST SPEC SPECIFICATION � m:n ._?. �i' " S t i �,�If.! ��r ;J, -r•. EXT EXTERIOR/EXTEND 1. All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to such SQ SQUARE A001 Area Plan, Drawing List, Legend, Notes AS REOUI RED r�..i', y° '.•_ '`,..,,_) areas to be controlled b the Owner and/or the General Contractor. FBO FURNISHED BY OTHERS Y SS SLOP SINK A002 Site Plan, Lot Coverage&Setbacks FD FLOOR DRAIN Sol i"!"' r Y- ' FF FINISH FLOOR ST STL STAINLESS STEEL A100 Basement/Foundation Plan 2, All materials are to be stored in an orderly manner. c, .F; �, ,r FFE FINISH FLOOR ELEVATION STD STANDARD A101 Floor Plan -� '' " _ 3. All flammable materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. FIN FINISH STL STEEL A102 Roof Plan FLR FLOOR STRUCT STRUCTURAL A103 Framing Plan r-.. 4. All flammable materials to be used and stored in an adequately ventilated space. FLUOR FLUORESCENT SURF SURFACE A200 Exterior Elevations - - __ � _----_-- FPSC FIRE PROTECTED SELF CLOSING SUSP SUSPENDED A201 Exterior Elevations 5. All electrical power to be shut off where there is exposed conduit. FT FOOT/FEET A300 Building Sections SYM SYMMETRICAL 1 ''„�.�;,,��.,•,e, L �w.J��..��� e 6. All electrical power in the construction area to be shut off after working hours. FTG FOOTING TEL TELEPHONE A301 Building Sections P 9 Contact-roe Ew ;,-cera:1�at 3u5-1560 before GA GAUGE THK THICK A302 Building Sections 7. The contractor will at all times make sure that there is no leakage of natural gas in the building, or any flammable gas used in construction. GAL GALLON A500 Typical Wall Section&Exterior Details thaBact t I1,Q;a inac tie Engineer's apedCorti do Cod TOS TOP OF SLAB YP GALV GALVANIZED TV TELEVISION A501 Partition Types, Window Details, Sanitary Riser Diagram that the dra8rlcR�',r I1at bean installed t�C,<?d�� GWB GYPSUM WALL BOARD TYP TYPICAL A501 Partition Types, Window Details, Sanitary Riser Diagram .. .._ HC HOLLOW CORE T&G TONGUE AND GROOVE GENERAL CONSTRUCTION NOTES HDR HEADER UON UNLESS OTHERWISE NOTED S1 Structural, Foundation Plan S2 Structural, 1st Floor Framing Plan 1. Contractor to field verify all dimensions and elevations for clearances and notify Architect of any discrepancies between Drawings and actual HDWR HARDWARE VAP BAR VAPOR BARRIER S3 Structural, Attic Floor Framing Plan conditions. HDFB HIGH DENSITY FIBERBOARD VERT VERTICAL S4 Structural, Roof Framing Plan 2. All dimensions shown are to finished face of walls, floors and ceilings, unless otherwise noted. HM HOLLOW METAL VEST VESTIBULE S5 Structural, Details HORIZ HORIZONTAL VCT VINYL COMPOSITION TILE 3. Provide sufficient wood blocking in walls for all wall mounted fixtures, fittings or other devices shown on drawings. HGT HEIGHT VIF VERIFY IN FIELD INFO INFORMATION INSUL INSULATION WC WATER CLOSET CODE COMPLIANCE ID INSIDE DIAMETER WD WASHER/DRYER INT INTERIOR WGT WEIGHT PROFESSIONAL STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF AND KIT KITCHEN W/ WITH PROFESSIONAL JUDGEMENT, THESE PLANS AND SPEFICICArIONS ARE IN COMPLIANCE LAM LAMINATE W/O WITHOUT WITH THE UNIFORM BUILDING CODE AND THE STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE). LEGEND CONCRETE M BATT INSULATION SPRAY INSULATION RIGID INSULATION (E) EXISTING ISSUE FOR TOWN PERMIT 01.10.2016 (N) NEW SEAL: O1 REVISION NUMBER �OFID A,9C, �✓���P GNfGSOiysgyAC�, ELEVATION Q " ; 4 A501 z ELEVATION 3 Al SECTION A401 PROJECT NO.1502 1 A601 DETAIL WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD ELEVATION DATUM MATTITICK, NY 11952 101 WINDOW TYPE DRAWING TITLE: 101 DOOR TYPE Area Plan, Drawing List, a— PARTITION TYPE Legend, Notes OSMOKE DETECTOR S/C SMOKE/CARBON MONOXIDE DETECTOR DATE: 01/10/16 DWG NO.: SCALE: AS NOTED A-001 101 ROOM NUMBER/NAME DRAWN BY: NCL LIVING ROOM C LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 718 330-0471 TEL/FAX I i I I 1 I SURVEYOR: KENNETH M.WOYCHUK LAND SURVEYING,PLLC I 1 P.O.BOX 153 AQUEBOGUE,NY 11931 I 1 3 -298- 588 I I 1 STRUCTURAL ENGINEER: I I CONDON ENGINEERING,P.C. I 1755 SIGSBEE RD MATTITUCK,NY 11952 I 631-298-1986 I 1 I I I i 1 I352'-10" o 66-82" 101'-10° d i a 1 I PROPERTY LINE a a EL. 23.4 �O o EL� 5.\ b A/C EQUIPMENT UNDERGROUND PROPANE cal N TANK. COORDINATE I I 1 LOCATION WITH UTILITIES. �- ----- I ' W a 0 SETBACK LINE - - - - - ____ __ — __ - - - - - - - - - - - - `-------' 1 1 �0 0 PATIO < i - I I �_� ;--- - 'Q) d 0 -- -0 I 1 - i ONE S1 ORY WOOD FRAME I I 60'-0" 0 I 0 LINE OF EXTERIOR WALLS 0 STRUC URE 00 LINE OF ROOF OVERHANG 0 O I � I I I a L---� �--- �� I I N 1 r I i i COVERED Imp 1 o i WALKWAY o_ I D I N I \ � °° I I T 1 t ( -------J I r 1 ----- z -� -------- --- 1 PATIO II 1 DRIVEWAY DETACHED N I ; I GARAGE I I I ° O (FUTURE POOL) --------------------- L--WOOD FRAME-J (FUTURE GARAGE) II 1 I ° ° I I - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -- - - - - - - - - - - - - - - - - - - - - - - SETBACK LINE 1 � 0 I N N i �\ I EL; 2.9 EL.24.3 � / - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- �\ PROPERTY LINE a 0 31'-0 10' 0" 22'-3" 118'-2" I 369'-2" o v I I /en �� 1 I I 1 1 ISSUE FOR TOWN PERMIT 01.10.2016 I I SEAL: 1 I I 1P. I I 1 raj, On 140 qT� of N SITE PLAN SCALE: 1/16"= 1'-0" PROJECT N ,1502 WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 ZONING R-80, 1.03 ACRES LOT COVERAGE: NON-CONFORMING LOT SETBACKS: LOT SIZE=44,732.28 SF DRAWING TITLE: FRONT 50 FT Site Plan, Lot Coverage SIDES 20 FT PROPOSED STRUCTURES: REAR 60 FT HOUSE=2,422 SF GARAGE=473 SF & Setbacks FUTURE GARAGE=372 SF TOTAL PROPOSED BUILDINGS = 3,267 SF MAXIMUM PERMITTED LOT COVERAGE=20 0 DATE: 01/10/16 DWG NO.: LOT COVERAGE = 3,267 SF/44,732.28 SF=7.3% (COMPLIES) SCALE: AS NOTED 002 { DRAWN BY: NCL- A- ©LEE+CHESONIS DESIGN 2016 1 430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 3 k 14 VERONA STREET UNIT 3D 2 A200 111231 L BRS OKO-0 71 NEW YORK TEL/FAX A302 A302 REINFORCED CONC. FOOTING REINFORCED CONC. FOUNDATION WALL KENNETH M.WOYCHUK CONT. 2"FOAM INSULATION AT INTERIOR SURVEYOR: LAND SURVEYING,PLLC FACE OF FOUNDATION P.O.BOX 153 AQUEBOGUE,NY 11931 66'-52" rr 631-298-1588 O -------------------------- ------- ---------------------------- ----•-------------------------- -------- ------- -- - ----------� STRUCTURAL ENGINEER: .. . .. .. : PROPERTY SETBACK i ---- ------------------------------ -------- ----------------__--- - RIN .C, ,.._. ----- ---------- --------------------------- � � I CONDON ENGINEERING,P r----------------- I 1755 SIGSBEE RD I I I MATTITUCK,NY 11952 I l i I 631-298-1986 1 TYP.WALL I`.' I 1 SECTION N�A50qkl I II' I 04 2 �— ,bC'4 I •: i I s"• I A301 I 4"THICK REINF.CONC. Nv I SLAB OVER CONT,VAPOR BARRIER OVER GRAVEL I I OVER COMPACTED SOIL REINFORCED r---.------ - ----_-,-J ' C CRETE . i FO INGS i{:: i-- —T—J -- ------ ----- 10 10" -------- i-- — i I _.. r -------- ——— 0 Ll " II� E OF -------- IL---------JI L---- ---J � P RCH A , METAL COL NS;o ,_4111 2 I I I I `V 11 I N A - Ii '• 0A01 MECH. EQUIPMENT BASEMENT io ui 1 � A30 0 (UNFINISHED,CONDITIONED) I '. I I I _OII I I I II I 22 Ilgl S�N I ° 'n ------ A200 AA20° I I I L----------- z I L------� I I L ------J L--------J 1 � I I I L— 02 O� ( 2 TORAGE , I C. I I , I u- �r4 ✓ 25'- I I 1 I ��N I �t "' N WOOD STAIR /^ , 1 I '• 4'-(0" 16 TREADS l`J [iU I' ' it I 6 3/4 :10 3/4 • j I I I I T-T�� II" I I I . i _SUP IL--------------------------- -- ---- -- — — — — — — — — — — ----------- -- I --------------------------------------•------------------------------------------------ L— 12'-3" 5'-7" 43'-12" A201 '01 1 �— A201 — — — — — — — — — — — — — — — — -I I I I I I I I I I ( I I I I I ISSUE FOR TOWN PERMIT 01.10.2016 I SEAL: _ I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I SIRED Ape Sri - - - - - - - - - - - - I P N��o - - - - - - - - - -� I LINE OF GARAGE, SLAB ON GRADE (FUTURE GARAGE) I i 'S'Tg 4F I i PROJECT NO.1502 PROPERTY SETBACK �— A _ _ -- - - ---- --- --- - - — -- — - WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 DRAWING TITLE: 3 A201 Basement / Foundation Plan / BASEMENT PLAN SCALE: 3/16"= T-0" DATE: 01/10/16 DWG NO.: SCALE: AS NOTED A-1 0 0 N DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 3 2 A200 1 1 430 MARRATOOKA RD, MATTITUCK, NY , A302 A302 ARCHITECT: LEE + CHESONIS DESIGN HOSE BIB 66'_gi" HOSE BIB 2 STREET U BROOKLYN, NEW YORK 11231 P�L 718 330-0471 TEL/FAX �' 13'-0" 71 9'-62" 11'-5Ike 2° 2'-0" jeL, 5'-9" 2'-0" Lj, 11'-7" 11 - - - - - - - 10 - - 09 08 — -- - - - 07 - - - - - O6 — — - - - - — — - - - - - - - - 05 � _SETBACK LINE I — SURVEYOR: KENNETH M.WOYCHUK _ _ _ _ _ _ _ _ I LAND SURVEYING,PLLC r O I P.O.BOX 153 AQUEBOGUE,NY 11931 I 1 I 631-298-1588 I - 1 I 107 I�° III III IIIIIII - -1-0 - - -° -- -0 0 — 110O --- 01 1_1 —2] — — III io STRUCTURAL ENGINEER:MASTER MASTER BEDROOM 00 BEDROOM CONDON EN GINE ERIN G,P.C.04 BEDROOM CLOSET BATHROOM 1755 SIGSBEE RD NIN MATTITUCK,NY 11952 631-298-1986 co 4— I — — — — — — — — 10 SIC `nO ENTRY DN - - — — — — — — — — — — — — — — — — 41 Z 1�2 l GAS FIREPLACE I POFH 10'j(EL.27 "I I I I I SIN I � SIN I O N N L— GAS FIREPLACE �N F1 0-21 103 oz I I 1 `n LIVING ROOM DINING ROOM I A300 r I I I , I I 2 A200 20'-1 11 ' " I rt � 18-6 " I 1 — — — — — — — — — — — I A200 L— — — — — 1 TYP. M LINE OF ROOF ABOVE TYp, '_0 I W D I! L_ L-- I o 165 �- 104IN 106 -IN STUDY KITCHEN MUDROOM 01 �, I _ A300 14 ' M O r� � � -c') � A301 1 I FIN. FL. — — Iff I - 2'-1"(EL.27'-7 0 0 1 I 6 D o 81_92 I HOSE , -3 4' : IO- / n DN I _ n �— L 02 _ 2 A201 N I Q <( r— A PATIO I 05 1 0"(EL.27'-4") If -- I I I I 1� I I I GARAGE N DRIVEWAY N I i D (FUTURE POOL) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21'-0" Ic I - ISSUE FOR TOWN PERMIT 01.10.2016 10'-0" 22'-3" I - SEAL: T o (FUTURE GARAGE) (�RD AAC � P n I 4 — — —I SETBACK LINE cf p� 6'-1—T — - - - - - - - - - - - - - - - - - - - - - - — — — '1a14tJ �. 2 23-0 �TIQ Qm ���a�� 31'-0" DRIVEWAY PROJECT NO.1502 3 0, A201 N WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 DRAWING TITLE: Floor Plan DATE: 01/10/16 DWG NO.: — — _• — — — — — — — — — — — — — — — — _ PROPERTY LINE '— — — — SCALE: AS NOTED A-101 CONSTRUCTION PLAN N DRAWN BY: NCL SCALE: 3/16"= 1'-0" a ©LEE+CHESONIS DESIGN 2016 1 430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN ' 14 VERONA STREET UNIT 3D 44 3 BROOKLYN, NEW YORK 11231 2 Nq�A200 1 i 718 330-0471 TEL/FAX A302 A302 SURVEYOR: KENNETH M.WOYCHUK ASPHALT SHINGLE ROOFING, TYP. LAND SURVEYING,PLLC P.O.BOX 153 AQUEBOGUE,NY 11931 ASPHALT RIDGE VENT, TYP. 631-298-1588 SETBACK LINE STRUCTURAL ENGINEER: — ——-- - —-- - ——————— -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — - - CONDON ENGINEERING,P.C. I I MATT T1755 IUC N 1952BE RD 631-298-1986 0 0 I N 1 0) I N N I 2 �— I 00 of I A301 I N I 00 I I I I Nf I I 0 I 1 O 6:12 6:12 _ cN L — — — — — — — — — — -� °' I � J I I I I SCREENED METAL I I L FLUE CAP I STONE CHIMNEY CA L_ 1 J� VENEER STONE AT O I A300 FRAMED CHIMNEY I I I LINE OF WALL BELOW I 2 1 A200 I' METAL GUTTERS, TYP. 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T 0 STRUCTURE 27'-1/2" �tVkP 11 ARC N MSS % 6:12 0 G j - 'p Q'o 413 ,f0 PROJECT NO.1502 WINTERS/BEEBE RESIDENCE / \ 1430 MARRATOOKA RD MATT[TICK, NY 11952 DRAWING TITLE: 05 09 - Exterior Elevations 04 06 07 _ 08 10 11 jk FIRST FLOOR (F.F.) '-1 2 L. 27-"(E ' 7 )" PATIO DATE: 01/10/16 DWG NO.: " EL. 26'-21/2" GRADE 0'-0" (EL.25'-6") SCALE: AS NOTED y EXTERIOR ELEVATION: NORTH A-200 DRAWN BY: NCL SCALE: 3/16"= 1'-0" 0 LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: TOP OFLEE + CHESONIS DESIGN 'V 19'-8 1/2" 14 VERONA STREET UNIT 3D ASPHALT SHINGLE BROOKLYN, NEW YORK 11231 ROOF, TYP. ._, 718 330-0471 TEL/FAX TOP OF STRUCTURE ROOF BETWEEN DETACHED GARAGE SURVEYOR: KENNETH M.WOYCHUK & HOUSE A TOP OF STRUCTURE LAND SURVEYING,PLLC P.O.BOX 153 AQUEBOGUE,NY 11931 631-298-1588 GARAGE FIBER CEMENT STRUCTURAL ENGINEER: CONDON ENGINEERING,P.C. LAP SIDING, TYP. \ 1755 SIGSBEE RD CORNER BOARD, (FUTURE GARAGE) MATTITUCK,NY 11952 TYP. 631-298-1986 STONE STEPS TO MATCH PATIO PAVERS PAVERS AT PATIO PATIO 1'-10" (EL.27'-4") J GRADE - J GRADE 0'-0" (EL.25'-6") �Q EXTERIOR ELEVATION: NORTH ii SCALE: 114" = 1'-0" - - -- -- -- - -- -- - - - - -- Ah TOP OF STRUCTURE 27'-1/2" i - - . -- TOP OF STRUCTURE 6:12 \_ 23'-11 1/2" STONE VENEER - \ CHIMNEY - - - 6:12 i \ ROOF BETWEEN DETACHED GARAGE & HOUSE - ---- -- ---- �l -- - _ -- FIBER CEMENT LAP SIDING, TYP. 6"EXPOSURE(7-1/4"ACTUAL) 15 16 CORNER BOARD, TYP. 5-1/2" I 03 � 02 - -- - --- - - -- - - - --- -- - - - L CONC, FOUNDATION PAT01'0(EL. 27'-4") WALL, TYP. GRADE 0'-0" (EL. 25'-6") EXTERIOR ELEVATION: SOUTH SCALE: 1/4" = 1'-0" ISSUE FOR TOWN PERMIT 01.10.2016 SEAL: A&C N - - -- - - - - -- " --- \ SOLAR PANELS ON ti ROOF TOP OF STRUCTURE - --- OF % - - PROJECT NO.1502 WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 -- GARAGE DRAWING TITLE: (FUTURE GARAGE) � FIBER CEMENT Exterior Elevations LAP SIDING,TYP. - CORNER BOARD, TYP. - _ PATIO 1'-10" (EL. 27'4") GRADE DATE: 01/10/16 DWG NO.: 0'-0" (EL.25'-6") SCALE: AS NOTED A-201 EXTERIOR ELEVATION: SOUTH DRAWN BY: NCL SCALE: 1/4" = 1'-0" 0 LEE+CHESONIS DESIGN 2016 1430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 718 330-0471 TEL/FAX TOP OF STRUCTURE rIIII tt 27'-1/2" SURVEYOR: KENNETH M.WOYCHUK LAND SURVEYING,PLLC 10-0 6:1� P.O.BOX 153 AQUEBOGUE,NY 11931 -- -- -- ---- - ---- - — - _ _ TOP OF STRUCTURE —————————— o I ;7 24'-6 1/2" 631-298-1588 fV STRUCTURAL ENGINEER: CONDON ENGINEERING,P.C. STONE VENEER AT 1755 SIGSBEE RD FRAMED CHIMNEY - 631-29 -198 NY 11952 i 631-298-1986 FIN. CEILING v - M <M 1 072 103 r LIVING ROOM DINING ROOM r` FIRST FLOOR (F.F.) 2'-1" (EL.27'-7") Lw GRADE 0'-0" (EL. 25'-6") 0 co 001 IBJS,EMENT TOP OF SO _ _.. LAB 1 BUILDING SECTION SCALE: 3/16"= T-0" TOP OF STRUCTURE 23'-11 1/2" ISSUE FOR TOWN PERMIT 01.10.2016 - -- - FIN. CEILING SEAL: ' IRV 11'-1" SAC �-} 1 55 104 1 f7T STUDY KITCHEN MU OM .� C. _ - � I' FIRST FLOOR F.F. - - V1 f I V 2'-1" (EL. 27'-7") I GRADE PROJECT NO.1502 ' 0'-0" (EL. 25'-6") i WINTERS/BEEBE RESIDENCE b 1430 MARRATOOKA RD i oo MATTITICK, NY 11952 001 \ 602 ASEMENT' \\ BASEMENT STORAGE TOP OF SLAB DRAWING TITLE: 2 BUILDING SECTION 7'-0" SCALE: 3/16"= T-0" Building Sections DATE: 01/10/16 DWG NO.: SCALE: AS NOTED A-300 DRAWN BY: NCL ©LEE+CHESONIS DESIGN 2016 7 430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 T--' 718 330-0471 TEL/FAX SURVEYOR: KENNETH M.WOYCHUK TOP OF STRUCTURE LAND SURVEYING,PLLC r 23'-11 1/2" P.O.BOX 153 AQUEBOGUE,NY 11931 631-298-1588 STRUCTURAL ENGINEER: CONDON ENGINEERING,P.C. 1755 SIGSBEE RD MATTITUCK,NY 11952 631-298-1986 FIN. CEILING - 11'-1 � 0 106 RR OM STUDY FIRST FLOOR(F.F.) 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Z w w OJ i CnG 0 0 H I ' 112 °° 111 110 109 10811071 0 - � � 0 107 I ' BEDROOM Q BATHRO BEDROOM MASTER MASTER MASTER p � BATHRO M CLOSET -BEDROOM FIRST FLOOR F.F. - -- - - - - -- - - ,- llf — 2'-1" (EL. 27--7) PROJECT N0.1502 GRADE 0'-0" (EL.25'-6") WINTERS/BEEBE RESIDENCE I I I 0'-0" (EL.25'-6") 1430 MARRATOOKA RD y� MATTITICK,NY 11952 001 I ( BASEMENT I DRAWING TITLE: TOP OF SLAB Building Sections cecurncr n„n« :u_fijc_c� -_ -7-0' 2 BUILDING SECTION DATE: 01/10/16 DWG NO.: SCALE: 1/4"= 1'-0" SCALE: AS NOTED A-301 DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 1 430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D BROOKLYN, NEW YORK 11231 L� 718 330-0471 TEL/FAX SURVEYOR: KENNETH M.WOYCHUK LAND SURVEYING,PLLC TOP F STRUCTURE r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 630.BOX 153 AQUEBOGUE,NY11931 2T-1/2° 1-28 1 588 I 1 - - - - - - - - - - - -- - -� � TOP OF STRUCTURE 23'-1 1/2" STRUCTURAL ENGINEER: CONDON ENGINEERING,P.C. 1755 SIGSBEE RD MATTITUCK,NY 11952 631-298-1986 — - TOP OF S 19'-8 1/2" 7N A FIN.CEILING 8:12 FIN.CEILING "- Ll--- \\ vOPEN- i 111 102 L BATHROOM i ` LIVING ROOM / \ rl FIRST FLOOR (F.F.) ;r ` FIRST FLOOR(F.F.) 2--1" (EL.27'-7") -- -- - --_ - - - - — ---- GARAGE 2'-1" (EL.27'-7") GRADE GRADE WOOD STAIR 0'-0" (EL. 25'-6") I I 001 002 BASEMENT BASEMENT I STORAE TOP OF SLAB -T-0" EL T /Q BUILDING SECTION 1 SCALE: 3/16"= T-0" -_ TOP OF STRUCTURE ,. 27'-1/2„ i - I ISSUE FOR TOWN PERMIT 01.10.2016 I FIN. CEILING i 15-1 SEAL: TOP OF STRUCTURE 13'-7" 'yAESO/y/ � n ;I FIN. CEILING Q �}� ,!�"' <� CC r OZ-91 q0 <<� (FUTURE GARAGE) air tee,. 104 102 - 110 v _ KIT HEN ROOM BEDROOM FIRST FLOOR (F.F.) PROJECT NO.1502 _ - - ---- PATIO ` WINTERS/BEEBE RESIDENCE 1'-10" (EL.27'-4") �. GRADE GRADE 1430 MATT MARRAT T CK N 00 9 2 D 0'-0" (EL. 25'-6') 0-0' (EL.25'-6 ) i I o 00 001 DRAWING TITLE: BASEMENT Building Sections TOP OF SLAB -T-0" 2 BUILDING SECTION SCALE: 3/16"= 1'-0" DATE: 01/10/16 DWG NO.: SCALE: AS NOTED A-302 DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 1 430 MARRATOOKA RD, MATTITUCK, NY VENTED RIDGE ASPHALT SHINGLE ROOFING AIR/WATER/VAPOR BARRIER ARCHITECT: OVER SHEATHING LEE + CHESONIS DESIGN SHEATHING OVER WOOD FRAMING 14 VERONA STREET UNIT 3D 2"VENTING CHANNEL CONT. BROOKLYN, NEW YORK 11231 FROM EAVE TO RIDGE 718 330-0471 TEL J FAX SPRAY FOAM INSULATION, R-38 MIN. 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JNIHSdId Id13W I: 88SL-86Z-LE9 I; JNIHSVId H3n0 EINVUE W3W LE64 L AN'3nJ093nOd ESL XO9'0'd I: 011d'SNIA3AHns OW JNIdOOUdb31t/M >inHOAOM'W H13NN3>i :)JO)GAHnS Xb'd/131 Uvo-OEE 8 LL LEZ L L MOM M3N 'NAl>10088 Tuj�T� OE 11Nn 133HIS VNOH3A bL NSIS30 SINOS3HO + 33� :10311HOHV AN '>ionii vv\i 'au v>fooivf uvv\i OEty L u 66-51 6" I ------------------------------------------ ------------------------------------------------------- -------- I I ---------- ------------------------------ -------- ---------------------------------------------- ------ r I I sit r 1` I I � I A I I I I TT T I I T I O Anchor Bolts 25"OC in 8' T I 101-6" 10'-611 I I 4 I I nd Zones 29"OC in Interior I I Zones I I I —J I —————————— ———— — I I I I 2x8 MCQ Sill I 5'x5'x12"e/w 5'x5'x12"e/w 4'-6"x4'-6"x12" I _---- ----_--- I I i 3 x 3 x 12 e/w No. 5 Rebar 13" No. 5 Rebar 13" e/w No. 5 Rebar I E— No. 5 Rebar 14 1 opper Termite Shield I I OC EAN OC EMI OC EMI 11"OC E:MI Beam 1 10'- 016" I _ _ 1 1 3'-6 3'"x "'x 12" I I Beam r— — ———, r— — ———, Pocket 1 I ocket J L 1w No. 5 Rebar 1 L------------------ --I I I I I I I1"OC E U I and Pier I I I I 8" Min. L— '2" — —�- — -I — — — } JlV'- 12-2$ 10 1 I I 1 I I See Architectural 2) No. 5 Rebar-See Note 4 5" drawings for foundation _ I I C I 1 insulation details 811 UT) S-1 I I 00 r—_ 16 I I xpansion Joint and Joint Sealer I I I I I'm I I I I �r5lc� :•, T T L_1;13 :: x6-W 1.4x1.4 WWO 4'-6"x 4'-6"x 1211 4'-6"x 4'-6"x 12" 1 1 e/w No. 5 Rebarelw No. 5 Rebar 13'x 12"e/w 11"OC EMI 3'-6"x 3'-6"x 12" " Poured Concrete Slab 15 Rebar 14" 11"OC EM! e/w No. 5 Rebar I I OC EMI 11,10 C ElW riuv I 11'-9 " 11'-93" I I 11 4 11'-6" u" I I I I I r 511 = 16 L 6— ---- I I I I I ubbase- ompactable Fill —, 12" I I I I I I 121, -------- II 3" 2) No. 5 Rebar _ _ II Mil Vapor Barrier 5-7� I ---- —� �------� Beam 1611 J II 16" 16 I I Pocket I II 13 Pearn ocket and Pier II Foundation Cross Section - Typical and Pier s 13 "X1311x " I I I II l� 1 tl caleYz'_�'�" Base Plate CO T T I I 1 II I I I II 2' I I I II 5110 Std. Pip/ � "0 Simpson TITEN I I 15`-8" 7'- II Anchor Bolts I I 16 1 II 4,000 PSI Non L------------------- ——————— ------------------------------------J II 411 Steel Base Plate :2111 Shrink Grout II I Pedestal —————————————————————————————————————————————————————————————————————- -4 16 - • F 1-7 2 G— '4 d •e a a 31-211 1']/1-�T" 2 a° —— ———— ——————————————— .————— d d q G tL 4 a' ° e A I (---------------------- -------- I 1'-1 1 Of 4' I I No. 5 Rebar 311 3" I I 13 OC EMI+ � I S-� I � C Isolated Footin Detail 1 1 2x6 Stud Wal I I Div I I I 100 8"O Simpson TITEN I I Anchor Bolts 25"OC in 2x6 MCQ R I I I I 8' End Zones 29"OC in I I I I Interior Zones 1/2"Expansion Seal I 1 1 ( Wx6- 1.4xW1.4 WA M I I I Termite Shield &Sill Sea •, 1 I 1 I V-2" "Poured Concrete Slab Grad&\ I gll i0 I I I N c 811 ol 31'-0" 11 4 Compactable I I Base Material o --- ------------------------------- -------------_ I r-- ------� r------------------------------------, I I L— I (2) No. 5 Rebar 11 1611 I I I I 22'-111 I I ---------------------•---------J I 1'-10-11 �'' r _. �u1� ————————————————— ——•——— Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education M I I I 1 2 I I - ---- -------- Garage Foundation Details Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing I I ( ( I I 22'-311 Scale: 1/2" = T-0" A S-1 I I the seal of an Engineer,Architect or Land Surveyor is altered,the altering Engineer,Architect,or �► ��,'ate,�,��g* `� Land Surveyor shall affix to the item his/her seal and the notation"Altered by"folloned by Hsmer in o I signature and the date of such alterations,and a specific description of the alteration. N I I I I I I I I I I I I Foundation Plan Scale: 1/4" = 1�-0' Condon Engineering, P.C. Winters/Beebe 1 6� 11 1 1 I � 1 1 2 1 1 I _ " 1 J J I Dra 10 wn by : JJC 1755 Sigsbee Road Residence I I ------------------------------------------------- Mattituck, New York 11952 1430 Marratooka Road 311-0" Date :1-10-2016 (631) 298-1986 Mattituck„ New York Design Loads: Legend Framing Notes: ® Point Load From Above Roof-Live Load-20 psf O��������WW/0 Wall Load From Above - Dead Load- 15 psf The contractor is to verify all measurements in the field and any discrepancies are to be brought to the 1st Floor - Live Load-40 psf attention of the Engineer prior to construction. - Dead Load-15 psf Wood Framing Attic Floor - Live Load-20 psf 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: - Dead Load-15 psf -Wind Loads- 120 mph-ASCE-7 Fb = 825 psi MWFRS- Method 2 Fv= 95 psi Fc perp=625 psi E= 1,600,000 psi 2. All Laminated Veneer Lumber is to have the following minimum specifications: Load Fb=2,900 psi Bearin / I I Fv=290 psi W 11 Above Fc perp=750 psi J E=2,000,000 psi _ _J LO �, �, ,�, J 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in Cr° c° I co o I I � I� I ti accordance with the manufacturers specifications. �� r �� 00 LX X X X X X PL from Ln LO X 4. All straps, connectors, plates, bolts, nails, etc.are to be galvanized or stainless steel. Designated I- r- Above connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All CO LO Load co N PL from connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. Bearin I N I I I c� �- Above �- Wall Above o M 2%g 32 c0 5. All floor sheathin is to be inch AC type plywood,tongue and groove, with an APA span rating PL from 48/24. Floor sheathing shall be glued and screwed to the floor joists (6"O.C. edges and 12"O.C. Above PL from ll field). Above I ( PL fromI 6. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d AboveoveIn PL from common nails 6"O.C. edges and 12"O.C.field. HSS 6 x 4 x 4 Above From Above 7. Solid blocking Is to be installed eve 8'max or mid span of all floor joists with spans exceeding 8. Load Load g every p j ' p � I Bearin I I I I I I Bearin all Above I I I I Wall Above 8. Double joists are to be installed below parallel walls. W 10 x 30 Drop Beam 9. Blocking is to be installed at all point load bearing points. PL from Above \5" Steel A Al O x Strong Al 1. All steel is to be ASTM Specification A-992-50 S-3 l Columns S-1 2. All bolted connections are to be made with A-325 bolts. LO 3. Square/rectangular and circular columns are to be ASTM Specification A500. r` °D HSS 6 x 4 x 4. All welded connections are to be done by a certified welder and conform to AWS and AISC co- From Above CDstandards. M 5. All weld joints are to use E70XX electrodes. I I 6. Steel is to be prime coated. HSS6x4x From Above HSS 6 x 4 x From Above PL from Above W 10 x 30 Drop Beam 8'QJ Bolts WWI O � CFO — T 2Web fiffeners Island W8x24 Load abi net Load Bearin Above J earring W II Above LO > > > J LO J Walll Above I� J _l J J J J 1 1 Cq in---r -Ln-- Lo --�--� � MIN.DISTANCE SS 6 X 4 X 2 Lr) �- 1 1 100 o~p I_� I�_ I�_ I � I °4 I I MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B AN IN WEB OUT- CO U n Abo vm r r r X X PL from NO FIELD CUT LARGER THAN 1 1/2" %"HOLE MAY BE CUT O X X X X X X X Lf) Above HOLES IN IN CANTILEVER SIDE OF HATCHED ZONE 00 NOT CUT OR p ti LO ti to HATCHED ZONES NOTCH FLANGE. M -, Q °• p O s" s" ~ 6' Lt 2 X D1 D1 L2 2 X L2 D2 3�� Load 1(2) — INIMU4"Steel Plat �� Bearin — (APPLIES ALL CLOSELY GROUPED ROUND HOLES ARE Wall Above 1. 11 87 L L HOLES EXCEPT REQUIREMENTS FOR ROUND RI SQUARE HOLES. DO NOT CUT HOLES IN L KNOCKOUTS) PERMITTED IF THE GROUP PERIMETER MEETS / TABLE A-END SUPPORT CANTILEVER REINFORCEMENT. 14" — — — — — — — — MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT JOIST a ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH Tile 2" 3" 4- 5" 6i2" 7" 8�g' 11" 13" 2" 3" 4" 5" 6i2' T' 8�� 11' 13" Secured x Wall LVL Ledger 91z" 360 Vf 2'-0" X-0" 4%0' V-0" V-6" 2'-0" X-6" 5'-0" 6-6" Secured to Wall with Simpson 11. 560 1'-0" 1'-0" 1'6" 3'-0" 5'-0" 5'-0" 8'-0" 1'-0" 2'-0" 3'-6" 5'-0" T-0" T-6" 8'-0" --------------- ---- -- — - �"x 31" Embedment TITEN 8 2 14" 560 1'-0" 1'-0" V-0" V-0" 2'-0" T-0" 6'-0" 9'-0" 1'-0" V-0" 1 T' 3'-0" Ve T-0" 9'-0" 10'-0" --------—_---__--- —_ _ m Bolts 16" OC Staggered 16" 560 1'-0" 1'-0" V-0" V-0" T-O" V-0" T-0" 6'-6" 19-V 1'-0" 1'-0" 1'-0" V-6" 5'-0" 6'-0" V-0" TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT 1 " I DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT 1st Floor Framing Plan MINIMUM JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2�� ��� DEPTH TJI� 2" 1 3" 1 4" 5" 6 " 7" 8Vl 11" 13" 2" 1 3" C 5" 6y' 7' 1 8%' 11% 13" NOTCH d 9Y2.. 2.107-6" 3'-0" 4'-0" 5'-0" 8'-0" 1 2'-6" Y-0" 4'-0" 6'-6" T-6. DEPTH<U4d T-0" 4'-0" 6-6" 6'-0" 9'4' X-0" '-6" 5'-0" T-6" 8'-0" ' '-0" 3'-0" 4'-6" 51-6" 8'-0" ET 4'-6" 6-0- 8'-0"1 V-0" I V-0" 12'-0" DISTANCE>5/8" HOLE EDGE 5W I.C. 1'-0' 1'-0" Y 5'-6" B'-0" 9'6 13'-0" 1'-0" T-0" 64' T-0"10'-0" 11'-0" 13'-6" 15'-0" Steel Column Details OUTER I/30F - 560 T-0" V_0" 1%0' 1'-0" 2'-0" 3'-0" 7'-0"11'-0"15'-01, 1'-0" 1-0" T-6' S'-0" 9'-0"10'-0 1B'-0" 14'-6" Is' " A M SPAN ONLY HOLE DIAMETER RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. Scale 1 1'-Q' and nd P Ham®LVL 2 X Diameter of the am® Largest Hole '/s Depth <215d • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB,LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. PSL Hole"= • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. Zone (Minimum) STUD SINGLE STUD HOLE DIAMETER FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND <DOUBLE LE STUD HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. d C b DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIERS GUIDES.FOR OTHER LOAD PLATE CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR[LEVEL REPRESENTATIVE. Header Maximum Round HOLE EDGE Allowable Holes - TJ I® Joists M[crollam LVL and Depth Hole Size DISTANCE>5/8" PSL Parallam 41/8' 1" LJ3 Allowed Hole Zone L/3 51/„ 1'1„ 71/"to20 2" See Illustration for NOTES: Albwed Hole Zone 1 AIIG* d Hole Zone Suitable for Uniformly Loaded Headers and Beams Only 2, Round Holes Only 3. No Holes in Cantilevers Stud Notching and Boring Limits A No Holes in Headers or Beams in Plank Orienlation 5. Do Not Cut ,Notch or Drill Holes in Headers Except as Indicated in Illustrations and Tables NOT TO SCALE 6, Ary Opening Outside These Constrains Must be Approved by the Structural Engineer FDrawn 4" = 1r-0r Condon Engineering, P.C. Winters/Beebe Typical I Level LVL Penetration Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Oft Aft �.J Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Si s bee Road Residence Schedule and Detail Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing : JJC g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architecl,or Mattituck New York 11952 NOT TO SCALE Land Surveyor shall affix to the item his/her seal and the notation"Altered by"folbAed by his/her 1430 Mlarratooka Road signature and the date of such alterations,and a specific description of the alteration. Date :1-10-2016 (631) 298-1986 Mattituck, New York Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2001 ,Page 139) Joint Descri tion Number of Common Nails Nail S acin (2) 2 x 8 Hdr (2) 1.75 x 9.5 LVL (2) 2 x 8 Hdr (2) 2 x 8 Hdr (2) 1.7 3 x 9.5 LVL (2)2 x 8 Hdr (2) 2 x 8 Hdr (2)2 x 8 Hdr ROOF NAILING Rafter to Top Plate(Toe-nailed) 3-8d per rafter Ceiling Joist to Top Plate{Toe-nailed) 3.8d per pi Ceiling Joist to Parallel Rafter(Face-nailed 5-16d each lap 77— —— ———— r m PLC omCeiling Joist Laps Over Partitions(Face-nailed) 5-16d each lap Q e Load Bearing Above Collar Tie to Rafter(foe-nailed) 2-10d per tie e I7 Wall U t I � I p / Blocking to Rafter(Toe nailed) 2-8d each end I I Rafters o Rim Board to Rafter End Nailed 2-16d each end L I Load Bearing D ,n WALL FRAMING PL fro _ I Rafters to IN v U v U X Top Plate to To Plate Face-nailed 2-16d 1 p ( ) ( ) per foot Abov I I N 0 ffo CI 0 — — — 1 Top Plates at Intersections(Face-nailed) 4-16d joists-each side N I I X x Stud to Stud(Face-nailed) 2-16d 24"o.c. v v a \ N N PL from Header to Header(Face-nailed) 16d 16"o.c.along edges x� _U U Above � I O I i= Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud m N I N Post Dow °x° / IN I I iN L from .� _ i Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Faoe-Nailed) 2-16d (1,2) per foot Above Beam P st Dow I N Supporting 2 x 8,Hdr FLOOR FRAMING Joist to Sill,Top Plate or Girder Toe-nailed 4.8d/ Rafters PL fr m (3) 1.75 x 11.875 LVL ( ) per joist PL fr m PL from A ve \ os Down N O I Bridging to Joist(Toe-nailed) 2-8d each end L--- - -- - ---J Above � - Blocking to Joist(foe-nailed) 2-8d each end i I — — — N `� Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block 0 ( ) Ledger Strip to Beam(Face-nailed) 3-16d each joist W12 x 4 or(3) 1.75 x 14 LVL elw( ),0.5 FP (3)12 x 8 Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-16d per joist r I Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) per foot U_ rn Post Dow/1 ROOF SHEATHING i HSS 6 x 4 x A I HSS 6 x 4 Structural Panels 8d (Detail sheet S-2) x v S-3( i I s _J Lo I I J \ J CEILING SHEATHING O Beam Beam 1 r- J ( � Gypsum Wallboard 5d coolers 7"edge/10"field Supporting v U I Supportin v U LO v U x WALL SHEATHING 0 x 1 Rafters N 0 Rafters i N O � �'- N O Ln x PL from �`v) - ti Structural Panels 8d 6"edge/12"field X ti x Above x x � impson LUS 210 N ; N v N I v Gypsum Wallboard 5d coolers 7"edge/10"field PL from I FLOOR SHEATHING Tr�_ 2 x 4 Load Above iBearin Wall 2 x 12Structural Panels g 1"or less 8d 6"edge 112"field Above U p to B A I \ N — Rafters Ic S_3S 6 S_4 (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3" ,. on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be __ ___ IIIi_ _ _--- _- _ _ Section Details doubled,or alternate connectors,such as shear plates,shall be used to maintain load path, B (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be W 12 x 40 or( ) 1.75 x 14 LV e/w(2)0.5 FP Scale 1"=1'-0° reduced to 1 -16d nail perfoot. Po ow PL from Above � o ` N 2 x 4 Load = 2 (3) 1.75x14 2.0E LVL g"0 inch Bolts Post Dow I x Bearing Wall x 4 Load -� c3 U N Above Up to CU Post Dow I�, Bearing Wal = _ c Rafters Cl) bove Up t co — — 16" L.e end oo x Z0 x Z0 afters x -------------------- �,�� _ 2 _�— x N N � ____________ _______ - - m Point Load From Above M `�' Wall Load From Abowe ,. I I c� B XCc S-4 14?1 — — — — — N �� 2 2x8Hdr I 2x8Hdr / ( ) (2)2 x 8 Hdr x r ( ) _ 4"Steel Plat I ; I 2)0.5 A36 Steel F141h Plates I 2x10CJ 16"IOC \PL from � " 1 Flitch Beam Details Above L Scale 1"=TI (2) 8 Hdr i \ i / ® O W12x40 O O I 811 ' Web tiffeners " 0 Bolts 5/8"0 x 1 1/2" Lag Bolts UU � 0 — — — XI �HSS6x4x4 I I I I I I SS6x4x12 I I Steel Column Details n Steel Column Details LI� Scale 1"=TI n Scale 1"=TI 2 2x8Hdr 2 2x8Hdr 2 2x8Hdr 00 co _ N Attic Floor Framing Plan Scale: 1/4" = V-0' Condon Engineering, P.C. Winters/Beebe Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Si sbee Road Residence Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Drawn by : JJC g the seal of an Engineer,Architect,or Lard Surveyor is altered,the altering Engineer,Architect,or, Mattituck New York 11952 1430 Ma rratooka Road Land Surveyor shall affix to the item his/her seal and the notation"Altered by'fobwed by his/her (631) 298-1986 signature and the date of such alterations,and a specific description of the afteration. Date :1-10-2016 Mattituck, New York + ost Down / � U IPo tDow ---- ter, --- 1 o O J `- 1 00 \�� I 2x10RR x f I 16"OC 2x10RR N x 1 " I N r >> I 1.75 x 11.875 LVL I �I 2 x 4 Load 0 I I 2 x 4 Load ` � 2 x 8 Collar Ties I Bearing Wall E Bearing Wall ost own ost Down a d Supporting I ♦ and Supporting 2 x 6 Load Bearing Wall with 1 1.75 x 11.875 LVL Rafters ` Rafters � 1 U 0 UO 2 x 10 Cross Bracing at Wal Ends ost Down ILj ost Down ,fib o O x �. r ( N I �hv I ost Down Supporting — 0 0 Rafters 2 x 10 RR / LID I x � �+/ I I 16"OC L___ —_ _ �"'—{3) 1.75 x 11.875 LVL 0 - 7 o tD mn �`\ I Post Dow Post Dow 2 x 10 RR 16"OC J 1 A Framing Cross Section \ of 0 I Scale 1/4"=1'47' 00 r: x `— (2)2 x 10 Beam ` N Beam Supportin 0 Supporting Rafters O 1 ��Rafters Post Dow 2x10RR I 16"OC o tD n (2)2x10 WTI 2 x 8 Collar Ties 2 x 10 RR 2 x 6 Load Bearing Wall with IL 1 16"OC A �-2 x 10 Cross Bracing at Wall— — 1 ost Dow S-4 I Ends �--` i 2 x 4 Load 2x10 R Bearing Wall 16"O 7Supporting and I Bearing Wall 2 x 10 RR Supporting and „ u7 g 16 OC Raiers 2 x 6 Load Bearing Wal x S 4 Ell 3) 1.75 x 11.875 Post Dow I 2x6RR 2x6R xt 16"OC 16"OC 00 x '+ 0 Framing Cross Section co - Scale 1/4"= x i:0 N � 2 x 10 Ridge '-0-SPLICE(TYP. �111 AT 12"O.C.WITHIN SPLICE 8-16d NAILS(EACH SIDE) 1 1/2"TYP.(STAGGERED) JOINT IN UPPER TOP co = JOINT IN LOWER TOP PLATE AT STUD x (0 PLATE AT STUD N � NOTES: md 1. THE MINIMUM SPLICE IS 6-16Dd EACH SIDE OF UPPER JOINT FOR 2X PLATES. USE MINIMUM SPLICE UNLESS OTHERWISE NOTED ON THE PLANS. Of ry O 2. PROVIDE CONTINUOUS TOP PLATES(NO JOINTS)WHERE WALLS ARE 12'-0" x OR LESS IN LENGTH. N � Typical Top Plate Nailed Splice Detail 2 x 8 Ridge NOT TO SCALE 12�� Roof Framing Plan xb Scale: 1/4" = 1r-o� Condon Engineering, P.C. Winters/tseebe N Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Si sbee Road Residence Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an ithm bearing Drawn by : JJC 9 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 1430 M arratooka Road Land Surveyor shall affix to the item his/her seal and the notation"Altered by"folimved by his/her (631) 298-1986 signature and the date of such alterations,and a specific description of the alteration. Date :1-10-2016 Mattituck, New York MtRAFTER TOP PLATE ® I o 2 0 / I 1 I Simpson LSTA30 Ridge 7O / O O O OR "DER Strap at each Rafter O I Simpson MTS30 Rafter Strap A 1 � 2 O RAFTER at each Rafter Tail I I � TOP PLA 0 0 � �® o I I I STUD o � 0 Simpson H2A Hurricane Ties 0 O at each Rafter Tail o L 3 4"O.C.NAIL SPACING O SIMPSON H2A TIE EACH RAFTER 4'PERIMETER ZONE PANEL FIELD NAILING R ZONE PANEL ED E NAILING Simpso PH4 ® o 0 0 0 ® 16" Simpson BP 2X6 BLOCKING MINIMU 6 OUTLOOKER TV ical Wall 0 0 _ d Sill Stra ..�.d:. ���"` ,>_. GABLE ENDWALL Detail SECTION A A 0 0 0 0 Rake Overhang Limits - Outlookers r' NOT TO SCALE 4o � o 0 Vtra in Details L E: 1Ii =1'-0" 3"No.8 SCREWS 12"OC O Ir0 3 FRAMI 0 WASHER LIGHT (TyP,) Zone 1 Zone 2 Zone 3 WOOD-FRAME Field O.C. 12" O.C. 4" O.C. PLYWOOD GLASS Panel Edges 6" O.C. 6" O.C. 4" O.C. Rafters ' -Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, PLASTIC-COATED 23/32" Thick Roof Sheathing with 10d Common Nails V cut Shear Blocking PERMANENT WOOD Roof Sheathing Nailing Details REWANCHORS GLAS SCALE: 1/8" = 1'-0" y„ PLYWOOD E FRAMI SIMPSON SPH4 DETAIL STRAP A SIMPSON LSTA9 Trus Joist Rim Board for Shear Blocking (Between Rafters). STRAP Field Trim to Match Rafter Depth at Outer Edge of Wall or Locate on Wall to Match Rafter Depth. PLYWOOD OPENINGS WASHER PROTECTION;THICKNESS (TYP') DEPENDS ON WINDOW OPENING WIDTH(I) DETAIL A- TYPICAL ATTACHMENT OF\-3"No.8 PLYWOOD OPENINGS PROTECTION TO OC Typical Window and Door Y2 WOOD-FRAME BUILDING Header Strapping Detail y2 NOTE: IN LIEU OF SCREWS,LUGS WITH NUTS AND WASHERS MAY BE USED Each Corner Maximum Allowable V-cut ALTERNATE TO 120 MPH CERTIFIED WINDOW NTS INSTALLATION Shear Blocking and Ventilation Holes PLYWOOD PANEL WINDOW AND DOOR Shear Blocking Details PROTECTION FOR WOOD FRAMED BUILDINGS NTS Scale: 1/4" = 1'-0' Condon Engineering, P.C. Winters/Beebe Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a Gcerrsed rM 1755 Si sbee Road Res d e n ce Eft Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Drawn by : J JC 9 0 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engireer,Architect,or Mattituek, New York 11952 143011d1 a rratooka Road Land Surveyor shall affix to the item his/her seal and the notation"Altered by fbIbAed by his/her (631) 298-1986 signature and the date of such alterations,and a specific description of the alleraUon. Date :1-10-2016 MattiWck, New York 1 430 MARRATOOKA RD, MATTITUCK, NY ARCHITECT: LEE + CHESONIS DESIGN 14 VERONA STREET UNIT 3D 3 BROOKLYN, NEW YORK 11231 2 A200 1 718 330-0471 TEL/FAX A302 A302 REINFORCED CONC. FOOTING OPE7INCONC. FOUNDATION REINFORCED CONC. WALAT LIGHT FOUNDATION WALL WELWITH 6" SURVEYOR: KENNETH M.WOYCHUK REINER. CONT. 2" FOAM INSULATION AT INTERIOR LAND SURVEYING,PLLC 66'-512_" FACE OF FOUNDATION P.O.BOX 153 AQUEBOGUE,NY 11931 A F e 631-298-1588 16-0" 2'—B" 2'-8" 16'-0" _ __—______ - STRUCTURAL ENGINEER: -- - — -- R PER— j .. .. - .. . •• . . .. • • .. ___--- — ------------------ -- ------------- —....... -- — ---- ------ ----- ---------j— .. i CONDON ENGINEERING,P.C. P O TY SETBACK ------------------------- ----------------- --------- r— ----------------------------------- ----------------------- .. .: ----------- 1755SIGSBEERD I I I MATTITUCK,NY 11952 • I I` . I TYP.WALL! I I 631-298-1986 �.' I I 1 SECTION I. I I i • A500 I�'• I 2 I — r— A301 1 I s.• I F- I I 4 THICK REINF. CONC. I' I I i SLAB OVER CONT.VAPOR� i I BARRIER OVER GRAVEL • I OVER COMPACTED SOIL REINFORCED r-.-.- ---'---------- ;J� ;• CONCRETE . i FOOTINGS ---- ' I I 110' Ir---------, r---------, r-- , 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 0 I 1 0 I METAL COLUMNS 1 i I 2 I I I I I e— I 017i MECH. EQUIPMENT i I I I 8"FOUNDATION 1 00 I BASEMENT z° EO I (UNFINISHED,CONDITIONED) i r i I WALL FOR STONE A300 i I I I PORCH I •- I I . 1 I .. 1 '-0'i I i " i i •. I I I — 1 I I �� I I 1 16 82 I i 2 i I r--------, r--------,I I I I —10" 1 A200 I I I 1 I I I I I 1 I A200 .. L-------� I I I T-0" I ... _f..•_:.. I I I � I I I I I 0 I �i �I 0 •; r—J i I I I I I I I I =• I Is I II I. I I I 002 1 .. 2 �-- STORAGE I .' I A300 1 I SIN r_ 25'-7" I; I - A301 WOOD STAIR I '• I — •: 4'_0,,, 16 TREADS I` ' Is` I 6 3/4 :10 3/4 IT,, I rT7� I I hi-- ----------- -,----- UP-- ---- — —I — — —......-,-..-----..-..-..-..------ r,6 ---------- ---------------------------------------------------------------------------- 2 �— 12'-3" 5'-7" 43'-12" A201 lo 1 F— A201 o � I I l I I I i I I I I i I ZL REVISION 1 08.29.2016 ISSUE FOR TOWN PERMIT 01.10.2016 I SEAL: Vf—E) I �� � - - - - - - - - - - - - - - - - - - - - -j ' � ... I LINE OF GARAGE, ' I I I SLAB ON GRADE • /,N~•�h$4�V� , ;(FUTURE GARAGE) I .� OF I I gc5�1 PROJECT NO.1502 PROPERTY SETBACKED-- --- -- — — --I �/ WINTERS/BEEBE RESIDENCE 1430 MARRATOOKA RD MATTITICK, NY 11952 3 r,UMDVG Dtff- DRAWING TITLE: A201 TOE OF 50jJ"rDOLD Basement / Foundation Plan 1 BASEMENT PLAN SCALE: 3/16"= 1'-0" DATE: 01/10/16 DWG NO.: SCALE: AS NOTED A-1 0 0 N DRAWN BY: NCL 0 LEE+CHESONIS DESIGN 2016 ti y d K �1't•t ei � i;l a: .i ��• "' + it Ta. 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