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HomeMy WebLinkAbout45840-Z suFfacx O C'pG� Town of Southold 6/1/2022 a P.O.Box 1179 o - o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43098 Date: 5/26/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2795 Cox Neck Rd,Mattituck SCTM#: 473 889 Sec/Block/Lot: 113.-7-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/29/2020 pursuant to which Building Permit No. 45840 dated 2/24/2021 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 unfinished basement covered front entry,rear deck outdoor shower and attached garage as applied for. The certificate is issued to Chadha,Deepika of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1742 12/15/2021 ELECTRICAL CERTIFICATE NO. 45840 5/24/2022 PLUMBERS CERTIFICATION DATED 2/10/2022 %kai Demshic 8 uth e Signature �o�suFfni�o TOWN OF SOUTHOLD cay BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45840 Date: 2/24/2021 Permission is hereby granted to: Demetriou-Mavromihalis, E 251-22 52nd Ave Little Neck, NY 11362 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2795 Cox Neck Rd, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-20 Pursuant to application dated 12/29/2020 and approved by the Building Inspector. To expire on 8/26/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,632.80 CO-NEW DWELLING $50.00 Total: $2,682.80 Building Inspector oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCcD-town.south old.ny.us Southold,NY 11971-0959 '`QIyCOU ffN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Deepika Chada Address: 2795 Cox Neck Rd City:Mattituck St: NY zip: 11952 Building Permit* 45840 Section: 113 Block: 7 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MD Power Contracting License No: 33345ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Fire Place Gas Duplec Recpt 65 Ceiling Fixtures 29 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 22 Smoke Detectors 11 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 108 CO2 Detectors 1 Sub Panel 30A A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch 200A UC Lights Dryer Recpt �E]2 Emergency Fixture Time Clocks Disconnect 4 Switches 75 4'LED Exit Fixtures �] Pump Other Equipment: Hood, Fridge, Mini Fridge, Oven, DW, Micro, Gas FP, W/D, 200A Panel 42 Circuit/ 38 Used, 30A Sub Panel 24 Circuit/4 Used Notes: New House w/AS BUILT SECOND FLOOR and Unfinished Basement " AS BUILT NO VISUAL DEFECTS " Inspector Signature: Date: May 24, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1809 ' 54375 Main Road - Fax(63l).76$-9502 P.O.Box 1179 Southold,NY 11971-0955 'vvurI J . BUILDING DEPAR'T'MENT TOWN OF SOUTHOLD C,ERTIFICAT.I.0N Date. /0)7-0 22 z Building Permit No. Owner: 1� V� 1, K C )� (Please print) Plumber: �,�,r"Av (Please print) I certify that the solder used in the water supply system contains less than 2/10.of 1% lead. (Plumbers Signature) Swom,to before me this dt ,,111111111111111/I/1/ ' day of 20E . . .."ST ATE. 4 NOTARYP g IC_"'3 • p C m Mau • ey lVOtar llc, ... . . _t.ou OE SOUIyOI - [ ti o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI-ON [ 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 REMAR S: DATE ," /4INSPECTOR _V v Of SOUTyO -- ----- # TOWN OF SOUTHOLD BUILDING DEPT. courm, 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 1 - REMARKS: LZ ol 61 DATE i93 z9 ; —/ INSPECTOR arsfsoUIy # * TOWN OF' SOUTHOLD' BUILDING DEPT. coo765-1802 INSPEC ON [,I/FOUNDATION 1ST [ ROUGH PLBG. [ UNDATION 2ND- - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] fIREPLACE4 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - 6A DATE 040 INSPECTOR am laf SO All L45&Lj # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ V] FIREPLACE & CHIMNEY [ f FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: A -NJ7 P U Vs (D.. w �f 117-RaM LD-4i�6—, 0- DATE ,i INSPECTOR � �_ `" . OF SObTyo� �� .�L/- l V * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 "INSPECTION [ ] FOUNDATION IST [ ] 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 REMARKS: DATE �z / '?/( ,-- INSPECTOR u J O OF SOUT,yOIo _ TOWN OF SOUTHOLD BUILDING -DEPT. °`ycouNtv '' 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ° [ ] 'FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) oen [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o yl b—Wt nn m _ res vt �- 10, << � e ` �o� a� �V r►SS 01�1 P(vv►� _ G� v - . H AT INSPECTOR �itp�IV� 5q-v`f ;e' lS• '( Iii ma r cN / �S I SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 -INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [M--FINAL'R� [ ] FIREPLACE & CHIMNEY- [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 5i tca c�A �s��-Za�-sus L�dd�7c f 1b D S S' esu ��3c � Gvi^s�DG /41- lrLoNk r ball- "AAlsCd Z-aI �0 tie C12144147 - C- DATE ll—Za,-ZZ. INSPECTOR OFSOGIyo� ---- -- - vl TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ` FINAL �b - ge..# [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n, UV2kZ IV% DATE ?/ INSPECTOR oFOSUTyO� IJV `O 2:7fl S Cax # TOWN OF SOUTHOLD BUILDING DEPT. coum, 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: L� dub -YenPraJo/ lool- dr 1 t q tv� re on 2d�- -ke t lec-4 �kr7 w1 ' 1A Ire 1 0 0 . c �. IS to Ck - v n e� ATE LS S INSPECTOR OF SOUIyo 0s; SL4 � q5- Coy 0 7 A # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourmN�` 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: Siv I LT- Scaom o f Q"l -0-K DATE — INSPECTOR -1- - N;E1W YORK. [i.UILDfNG IT E C H,N O:E.O G 6 A,O'U D Affidavit Of 2020 ECCC Compliance Date: 4/27/2022 Inspection Address: 2795 Cox Neck Road, Mattituck NY This is to Certify that on 4/25/2022 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM E1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 4263 Blower Door Test Result: 1899. Conditioned Volume: 39840 Leakage in ACH50: 2.86 402.4.1.2 2020 ECCC Compliance: I PASSU///� V 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system ha been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. - System 1: Bsmt Leakage CF @2 107 Supply R-value: 8 Return R-value 8 System 2: Attic Leakage CFM@2N 23 Supply R-value: 81 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 1 130 CFM@25 Leakage Limit: 1 170.52 JCFM@25 403.3.3 2 2020 ECCC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 accarel a Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631 509 4538 Email: NYBTGTB@gmail.com &IC, New York Building Technology Group 159 Rt.25A,Bldg.1 Suite B NEW YORKAOUF BUILDING Miller Place,NY 11953 F h 6 R N O 49 o r Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 2795 Cox Neck Road City: Mattituck Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Unconditioned Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 12/16/2021 Outdoors Temp During Test: OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO; NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Iffeating System Primary_Yes x No _Ty,pe.Furnace Boiler x Heat Pump Other Eciencyi Fuel Typez Venting TYPei Draft Spillage Spillage CO CO Pascal Worst Case atural orst Case atural acing: 95 AFUE N P X O E N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Primary_Yes x _Ty,pe:Standard Tank_Indirect_Tankless_ Size: Style4 Common Vent 0 Water Heater No_ Instantaneous X Commercial—(See Note S below) (canons) — Stand Alone Eciencys Fuel Typez Venting Types Draft Spillage &flagj co CO (Circ Type) Pascal Worst Case atural Worst Case (Natural) EF: 95 N P X 0_E_ N M SX NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes No Oven CO PPM Ambient CO(During Oven CO Testing) PPM tHeating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regfardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 'Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: if Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: . Tom Baccarella Rater Number: 3587347 Rater Signature: Date: Apr 28, 2022 1h brm 90106 O1CS'P Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 N. J. MAZZAFERRO P.E. ' Jug, 1 5 2021 y PO Box 57, Greenport,N.Y. 11944 �,,; ,� 7r_M Phone 516-457-5596 Consulting Engineer June 12, 2020 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re:New Residential House _ 2795 Cox Neck Rd Mattituck,NY. 11952 District-1000, Section-113, 8lock-7, Lot-20 Building Permit Number—45840 Inspection—Framing o On May 18 and June 8, 2021, I inspected the construction at the noted location. The inspection covered the framing for the new residential structure. The areas inspected included the basement, first and second floors of the new house. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade,lumber size, dimensional spacing, framing connections, header sizes,bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- The framing work, as verified by field inspection on the noted dates, is compliant with all applicable codes. F NFW y Nicholas J. Mazzaferro, P.E. + 0 5 R�FESS10��'� N. I MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone-516457-5596 Consulting Engineer .Tune 23, 2W21 Des w Coras6waion nspectron Page 1 of 1 Town of Southold-Building Department 53095 Main 9 Road PO Box �\ Southold NY 11971 Re:New Residential House J U N 2 4 2021 2795 Cox Neck Rd Mattituck,NY. 11952 B_r TM. T Dr G gDB_ ° Disirict-1000, Section-113,Block-7, Lot 20 Y Building Permit Number—45840 Inspection—Rough Plumbing On June 22,2021,I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV— System was set up with head pressure(using compressed air)per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 50 pounds(using compressed air) per the IRC_ I observed all hot and cold supply lines. System performed as required. All constmction-vas done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-The interior plumbing roughing for the Drainage Waste and Vent System and the Water Supply System has been completed and is compliant with all applicable codes. o NZ4, Nicholas Mazzaferro Nicholas J.Mazzaferro,P.E. C 4 i RQFES�IO��'� i 4 i e. � i D DD SEP 1 4 2021 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 BUMDING DEIN Phone-516-457-5596 TOWN OJF,SOUTHOLD Consulting Engineer June 23, 2021 D! s,t r Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: New Residential House 2795 Cox Neck Rd Mattituck,NY. 11952 District-1000, Section-113,Block-7, Lot-20 Building Permit Number—45840 Inspection—Rough Plumbing On June 22, 2021,I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was set up with head pressure(using compressed air) per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS— System was set up with pressure exceeding 50 pounds (using compressed air) per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-The interior plumbing roughing for the Drainage Waste and Vent System and the Water Supply System has been completed and is compliant with all applicable codes. OF IVF y0 . Nicholas Mazzaferro s J.M Nicholas J.Mazzaferro,P.E. 70 �w SOA "o R�FESSIONP�' D Rcl �UV[R DD N. J. MAZZAFERRO, P.E. SEP 1 4 2021 PO Box 57, Greenport,N.Y. 11944 BUILDING DEPT. Phone - 516-457-5596 TOWN OF SOUTHOLD Consulting Engineer July 1, 2021 Desmon, Construction, Inspection Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: New Residential House 2795 Cox Neck Rd Mattituck,NY. 11952 District-1000, Section-113, Block-7, Lot-20 Building Permit Number—45840 Inspection—Insulation On June 24, 2021, I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, interior and exterior walls and the ceiling/roof. The inspection results are: 1 —Exterior Walls—Insulation rated as R-23 was provided and installed. The insulation work was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—Interior Walls—Insulation rated as R-13 (for sound)was provided and installed. The insulation work was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 3—Ceiling/Roof—Insulation rated as R-30 and R-49 was provided and installed. The insulation work was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 4—Cellar Ceiling/Box Beams—Insulation rated as R-30 was provided and installed. The insulation work was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- The insulation and caulking installation is compliant with all applicable codes and conforms with the design specifications. (Copy attached) PSE o NEW Y Nicholas J. Mazzaferro, P.E. C ® x 05 095 �2`v AR�FEsslol' � N.• Js Ml 1ZZ 11 E tl O, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer January 27, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: New Residential House 2795 Cox Neck Rd Mattituck,NY. 11952 District-1000, Section-113,Block-7,Lot-20 Building Permit Number—45840 As-Built Plans -2nd Floor Attached are the revised drawings (Sheet 3 &7) for the new residence at2795 Cox Neck Rd., Mattituck,NY. 11952 These drawings depict the actual As-Built condition. Please supplement the Application and Building Permit with these drawings. Nicholas J. Mazzaferro,P.E. D ECEVE JAN 2 8 2022 DD BUILDING DEPT. TOWN OF SOUTHOLD :'3``. / ♦ '�' '..., 1It..,i- +. •• �'•t `I1. • ` _ 41 yr a a � �... �`'�'�� � ,� !,����r•;:� �`' ,� ,firs`r '� �',• �• "y, 'a 4�cF dp qp lb APELIGRO VIA ,� t + �. ' - � �"• � 'fit ► Lits �� !''. f�• 3 ti Oti '1 Y \ r j S r� j r NGER APELIGRO 04 t NL J � i r I ` Y kN Rr f� w «, Y s. Y - ILtft x. 4, % - .. s� pOolguard DOOR ALA Ilwb TiYNM/fi IAI O4PI A iJtia�NJ w) YAgf�YII{IOGM Wf Y,t F1MV{]nwQ IMIiO MOM-ONT-2 Was Vt 2017 ~•/ n e hom 15 a5 dB M CO icer r?`;�wl IF lO All 2 b ' r p r t r 1 ki ;f 1 - f �t . 1 t y j 1" �y f i 14 f jr t L• f f `a { 1 • ! � � {8 �JAaAN'tll' WON- IrA� . • r ET- e mlarl,"IS JWI rilluwo_ 21 . Ewa rA[SdT��_�Ll'0��.� s fil'_, , 4Miia .��►� _ VA It �— CM., wemr,v TOWN OF SOUTHOLD'—BUILDING DEPARTMENT V Town Hall.Annex 54375 Main'Road P. G..Box 1179',Southold,NY 11971-0959 Telephone(63-1)-7,65-1802 Fax(631) 765-9502 httas f/www.southoldtownny:Pov Date Received APPLICATION FOR BUILDING PERMIT _ _ - For bffice Use Only ' Building Ins ector: - DEC` 2��Da PERMIT N0. P 1 Applications and forms must be filled out in their entirety.Incomplete = +; applications will not be accepted. Where the Applicant is not the owner,an az i Owner's Authorization form(Page 2)shall be completed. i - Date: December 7,2020 OWNER(S)OF PROPERTY: a' Name:Dee Ika Chadh " SCTM#1000-1 13_ -720 Physical Address: Cox_ Neck Road Mattltuck - Phone#: Email: Mailing Address: _._.._..w,..._ CONTACT PERSON: Name:Nancy Dwyer Designs _- - Mailing Address:PO Box 1569 Southold` NY 11971 ' Phone#:631-739-4617 Email:dwy_erdesigns.inc@yahoo.COM -- I DESIGN PROFESSIONAL.INFORMATION: -same as above.- Name: bove.Name: - Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: T.B.D. Name: Mailing Address: Phone#: Email: 1 DESCRIPTION OF PROPOSED CONSTRUCTION 1 ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 00ther $700,000.00 Will.the lot be-re-graded? ®Yes ONo 'Will excess fill be removed from premises? ®Yes ONO V - - PROPERTY INFORMATION Existing use of property: vacant land _ - _ Intended use of property:sihale family residenice Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 'R_40 this property? []Yes BNo IF YES,PROVIDE AtCOP,Y. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provideil by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for-the issuance of a Building Permit pursuant to the Building Zorie Ordinance of the Town of Southold;Suffolk,County,New Yo`rlaand'other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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 bullding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor,pursuant to,Section 210,45 of the New York'State Penal Law. Application Submitted (prin na e): BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) CONNIE.D.BUNCH SS: Notary Public,State of New York No.01.BU6185050 + COUNTY OF ) Qualified in Suffolk County Nancy DwyerCommission Expires April 14,2v01ly being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Designer (Contractor,Agent,Corporate Officer,etc.). . of said owner or owners,and is duly authorized to perform or have performed the said work and to make'and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Q `Y1,L-1_ ,20a-CL _ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant-isnot the owner) I;. 1pe-'. o'It-t- 61,ek, J kA- residing'at iz)-7f't-:L <fox do hereby authorize Nancy Dwyer to apply on my bet alf to.t e Tov� f So thoId Building Department for approval as described herein. 12 0I Q-0 �Qwri 's Signature Date &w Imo, Print Owner's Name p o�S�ffO(�-CDG BUILDING DEPARTMENT- Electrical In'spector may. yam► TOWN OF SOUTHOLD y = Town Hall Annex- 54375 Main Road - PO-Box 1179 o • Southold, New York 11971-0959 'y O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)_southoldtownny.gov— seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) : Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ' ". ` ,❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address' �q Cross Street: Phone No.: Bldg.Permit#: SFi (') email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQU E FOOTAGE (Please Print Clearly): 2- PE Square Footage: Circle All That Apply: Is job ready for inspection?-. ❑ YES ❑ NO' 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO, Issued On Temp Information: (All information required) Service Size -11,Ph❑3 Ph Size: A # Meters Old Meter# ❑New.Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals .1 D2.El H:Frame Pole Work done on Service? DY FIN Additional Information: PAYMENT DUE WITH APPLICATION 4.-orviolvA cU ��tY G {- 9enera� i � nam �- Itf-kA i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town..Hall Annex-54375 Main Road - PO Box 1179 Southold,-New York`11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr&southoldtownny.aov- seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/10/21 Company Name:MD.POWER CONTRACTING Name:CHADHA RESIDENCE License No.: 3334.5-ME email: MDP.OWERDANBR-OPkIY@GMAIL.COM Phone No: 6314840649 ❑✓ I request an email copy of Certificate of Compliance Address.: 2795 COX NECK ROAD JOB SITE INFORMATION (All Information Required) Name: CHADHA RESIDENCE Address: 2795 COX NECK ROAD Cross Street: Phone No.: 6314840649 Bldg.Permit#: ON FILE email: MDPOWERDANBROPHY@GMAIL:COM Tax Map District: 1000 Section: Block: Lot:' BRIEF DESCRIPTION OF WORK (Please Print.Clearly) �3 7C lj 1-�� . t, Check All That Apply: Is job ready for inspection?: DYES [:]NO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: DYES ENO Issued On 6/10/21 Temp Information: (All information required) Service SizeF-11 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead #Underground Laterals 01D2 ❑H Frame❑Pole Work done on.Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx PERMIT# a r A ess: f Switchesy`.1 - utlets- ---�- -I. __ 'I - �.�- --- --- - -- - -- --- - -__-- -- ----- - O ' GFt s � -- � � � ®rLI, .: r Surface. Sconces HHs .0- 1*w t � UC Lts Fans. Fridge HW- 4, xhaust ; 'l Oven Dryer .C� Smokes Q)N DW. Service . Combo' /Lr Cooktop Transfer. . . AC 6 �; AH fVlini � Special: Comments: (ir 1 Town Hall Annex ' � Telephone(631)765-1802 54375 Main Road Fax(631).765-9502 P.O. Box 1179 x Southold, NY 11971-0959 Irl* i BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION.:ME-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: a- �- Owner: Location of Property: Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): / Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line)` Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 0.4t. _ Name (person submitting thi orm): I1&AI JGv Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 ASK Abstract,Inc 21B Jerusalem Avenue Hicksville,NY 11801 T: 516-307-3635 F: 646-304-6692 SINGLE AND SEPARATE SEARCH ASK20-5779-S SUBJECT PREMISES 2795 Cox Neck Road,Mattituck,NY 11952 Tax ID: District 1000 Section 113.00 Block 07.00 Lot 020.000 That this Company has made a deed chain of title search in the Office of the Clerk of the County of Suffolk with reference to an application for a variance affecting the premises shown on the Suffolk County Tax Map District 1000 Section 113.00 Block 07.00 Lot 020.000 That said search indicated the following chain of title for the subject premises and adjoining premises from 1950: SUBJECT PREMISES:District 1000 Section 113.00 Block 07.00 Lot 020.000 DEEDS: 1)Elena Demetriou-Mavromihalis Fee Owner Deed made by Peter A.Phillips Deed dated 10/19/2007 recorded 12/5/2007 Liber 12532 page 678 Last Deed of Record 2)Peter A.Phillips Fee Owner Deed made by Michael P.Hogan and Patricia Hogan Deed dated 3/7/1983 recorded 4/19/1983 Liber 9345 page 3 3)Michael P.Hogan and Patricia Hogan Fee Owner Deed made by Mary Catherine Lindsay Deed dated 4/6/1979 recorded 4/27/1979 Liber 8616 page 410 Sworn to me this 24th day of February 2021 Notary Public AS A t,In ANGELA M.OPPENHEI NOTARY PUBLIC,STATE OF NEW YORK Registration No.01OP6348395 By: Qualified In Nassau CountyJ et Commission Expires tember 26.2024 Clea c Officer 1 Page 4)Mary Catherine Lindsay Fee Owner Deed made by Jean Mendozza Deed dated 4/4/1979 recorded 4/27/1979 Liber 8616 page 408 5)Jean Mendozza Fee Owner Deed made by Mary Catherine Sheldon&Daniel Sheldon Deed dated 7/17/1973 recorded 7/26/1973 Liber 7452 page 170 6)Mary Catherine Sheldon&Daniel Sheldon Fee Owner Deed made by William A.Lindsay&Mary J.Lindsay Deed dated 12/24/1972 recorded 12/28/1972 Liber 7312 page 93 7)William A.Lindsay Fee Owner Deed made by Raphael Eugene Lindsay,Anna Mullen Lindsay&William Lindsay Deed dated 7/8/1960 recorded 8/19/1960 Liber 4861 page 364 Sworn to me this 24th day of February 2021 0"'C �- u Notary Public ANGELA M.OPPENHEIM SK Ab tract,Inc NOTARY PUBLIC,STATE OF NEIN YORK Registration No.01OP6348395 Qualified in Nassau County By: Commission Expires September 26,2024 et iasi lea nce Officer 2Page Premises to the North SCTM# District 1000 Section 113.00 Block 07.00 Lot 007.000 DEEDS: 1) Lisa LoBasso,Tami Koulouroudis &Laura LoBasso Stern Fee Owner Deed made by Lisa LoBasso,Nicholas A.LoBasso,Tami Koulouroudis&Laura LoBasso Stern Deed dated 6/20/1995 recorded 5/20/1996 Liber 11774 page 606 Last Deed of Record 2) Lisa LoBasso,Nicholas A.LoBasso,Tami Koulouroudis&Laura LoBasso Stem Fee Owner Deed made by Nicholas LoBasso&Jean LoBasso Deed dated 2/28/1990 recorded 5/25/1990 Liber 11074 page 269 3) Nicholas LoBasso&Jean LoBasso Fee Owner Deed made by William A.Lindsay Deed dated 12/27/1967 recorded 1/8/1968 Liber 6283 page 363 4) William A.Lindsay Fee Owner Deed made by Ralph Eugene Lindsay,Anna Mullen Lindsay&William A.Lindsay Deed dated 7/8/1960 recorded 8%19/1960 Liber 4861 page 364 Sworn to me this 24th day of February 2021 Notary Public ANGELA M. A QAbstrct,Inc. NOTARY PUBLIC,STATE OF NEW Y�1�C Registration No.01 OP630945 Qualified in Nassau County Commission Expires September 28 2024 By: Janet asi Cle Officer 3 Page Premises to the West SCTM# District 1000 Section 113.00 Block 07.00 Lot 006.000 DEEDS: 1) Lisa LoBasso,Tami Koulouroudis&Laura LoBasso Stem Fee Owner Deed made by Lisa LoBasso,Nicholas A.LoBasso,Tami Koulouroudis&Laura LoBasso Stern Deed dated 6/20/1995 recorded 5/20/1996 Liber 11774 page 606 Last Deed of Record 2) Lisa LoBasso,Nicholas A. LoBasso,Tami Koulouroudis&Laura LoBasso Stern Fee Owner Deed made by Nicholas LoBasso&Jean LoBasso Deed dated 2/28/1990 recorded 5/25/1990 Liber 11074 page 269 3) Nicholas LoBasso&Jean LoBasso Fee Owner Deed made by William A.Lindsay Deed dated 12/27/1967 recorded 1/8/1968 Liber 6283 page 363 4) William A.Lindsay Fee Owner Deed made by Ralph Eugene Lindsay,Anna Mullen Lindsay&William A.Lindsay Deed dated 7/8/1960 recorded 8/19/1960 Liber 4861 page 364 Sworn to me this 24th day of February 2021 "'D-qt:q Notary blic ANGELA M.OPPENHEIM NOTARY PUBLIC,STATE OF NEW YORK Registration No.01OP6348395 Qualified in Nassau County Commission Expires September 26,2024 AS Abs fact,Inc. By. Janet19 Clearance Officer 41Page Premises to the West SCTM# District 1000 Section 113.00 Block 07.00 Lot 002.006 DEEDS: 1) Darren Hinderliter&Dana Hinderliter, Co-Trustees of the Catherine Lindsay Hinderliter Irrevocable Trust Fee Owner Deed made by Catherine Lindsay Hinderlier aka Mary C.Hinderliter,as surviving tenant Last Deed of Record Deed dated 10/12/2017 recorded 1/26/2018 Liber 12947 page 903 2) William H.Lindsay&Catherine Lindsay Hinderliter fka Mary Catherine Lindsay,as tenants by entirety Fee Owner Deed made by William A.Lindsay Jr.&Mary Catherine Lindsay aka Catherine Lindsay Hinderliter Deed dated 7/26/1990 recorded 10/25/1990 Liber 11160 page 95 3) William A.Lindsay Jr.&Mary Catherine Lindsay,as tenants in common Fee Owner Deed made by William A.Lindsay&Mary J. Lindsay,his wife Deed dated 4/6/1979 recorded 4/26/1979 Liber 8616 page 29 4) William A.Lindsay&Mary J. Lindsay,his wife Fee Owner Deed made by Ben Mendozza&John Capogna,as tenants in common Deed dated 4/4/1979 recorded 7/26/1979 Liber 8616 page 25 5) Ben Mendozza&John Capogna,as tenants in common Fee Owner Deed made by William A.Lindsay&Mary J. Lindsay,his wife Deed dated 7/25/1973 recorded 7/26/1973 Liber 7452 page 177 6) William A.Lindsay Fee Owner Deed made by Ralph Eugene Lindsay,Anna Mullen Lindsay&William A.Lindsay Deed dated 7/8/1960 recorded 8/19/1960 Liber 4861 page 364 Sworn to me this 24th day of February 2021 , kA. a"� Notary Public 4t,Inc. ANGELA M.OPPENHEIM NOTARY PUBLIC,STATE OF NEW YORK Registration No.01OP6348395 By: Qualified in Nassau County Jane Commission Expires Se tern 26,2024 Clea 5Page Premises to the South SCTM# District 1000 Section 113.00 Block 07.00 Lot 008.000 DEEDS: William A.Lindsay,Jr&Frances B.Lindsay,his wife Fee Owner Deed made by William A.Lindsay&Mary J.Lindsay,his wife Last Deed of Record Deed dated 3/29/1971 recorded 4/1/1971 Liber 6908 page 59 2) William A.Lindsay Fee Owner Deed made by Ralph Eugene Lindsay,Anna Mullen Lindsay&William A_Lindsay Deed dated 7/8/1960 recorded 8/19/1960 Liber 4861 page 364 Sworn to me this 24th day of February 2021 Notary Public ASK Ab ct, ANGELA M.OPPENHEIM NOTARY PUBUG,STATE OF NEW YORK Registration No.01OP6348395 By: Quaii ied in Nassau county Janet Bias commission Expires September 26,2024 Clearance O fice The above Single and Separate search indemnifies the Town of Southold to the extent of $25,000.00 for a liability insurance policy by Ask Abstract,Inc and Security Title Guarantee Corporation of Baltimore 6 1 P a g e ;,, I - BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS CAunom TEDS AGREEMENT SHOULD BE PREPARED AND REVIEWED BY AN ATTORNEY BEFORE SIGNING. TRIS MENTURE,made the 5tb day of February 2021,by and between ELENA DEMETRIOU-MAVRONIIHALIS residing at 251-22 52"d Avenue,Little Neck,NY Party of thefirst part, AND DEEPIKA CHADHA,residing at 83-09 Talbot Street—Apt 41),Kew Gardens,NY 11362 Parties of the secondpart; WITNESSEM that the parties of the fust part,in consideration of Ten U.S.Dollars[$10.00]and other valuable consideration paid by the party of the second part,do hereby grant and release unto the parties of the second part,the hews or successors and assigns of the party of the second part forever the property as described in Schedule"A"annexed hereto,together with all buildings and improvements thereon(collectively the premises)described and known as follows; SEE SCHEDULE"All ANNEXED HERETO SAID PREMISES being more commonly known by the street address of 2795 Cox Neck Road, Mattituck,NY 11952,Country of Suffolk,State of New York with the Tax Map Designation of District:1000; Section:113.00; Block-07.00; Lot:020.000; BEING&INTENDED TO BE the same premises conveyed to the Grantor herein by deed dated 10/19/2007,recorded 12/5/2007 at the Suffolk County Clerk's Office in Liber 12532 Page 678. TOGETHER with all right,title and interest,if any,of the party of the fust part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the parties of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever; AND the parties of the first part,covenants that the party of the fust part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that to the extent that any structural improvements exist on the property,the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration in trust to be applied first for the purpose of paying the cost of any structural improvement made to the property and will apply the same first to the payment of the cost of such improvement before using any part of the total of the same for any other purpose.The word"Party"shall be construed to read"parties"whenever the sense of this indenture so requires and vice versa. IN WITNESS WHEREOF,the party of the firs as duly a this deed th a ear first above written. ELENA DEMETRIOU- AVROMIHALIS I N1'SBA's Residential Real Estate Forms(9100) a 2009 Matthew Bender&Co.,a member of the LexisNexis Group. .t- Security Title Guarantee Corporation of Baltimore Title Number.ASK20-5779 Page 1 SCHEDULE A DESCRIPTION(amended 121312020) ALL that certain plot piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being In the Town of Southold,at Mattituck,County of Suffolk, State of New York,bounded and described as follows: BEGINNING at a point on the westerly side of Cox Neck Road distantly southerly 100.01 feet from the comer formed by the intersection of the southerly side of Bergen Avenue and the westerly side of Cox Neck Road; ' RUNNING THENCE along the westerly side of Cox Neck Road,South 15 degrees 43 minutes 30 seconds East 199.99 feet to a land William A.Lindsay,Jr.; THENCE along said land South 74 degrees 16 minutes 30 seconds West,150.00 feet to land of William A.Lindsay; THENCE along said land North 17 degrees 35 minutes 10 seconds West 102.61 feet to land of Nicholas Lo Basso; THENCE along land North 14 degrees 45 minutes 50 seconds West 100.00 feet; THENCE still along land of Nicholas Lo Basso North 75 degrees 14 minutes 10 seconds East,.151.66 feet to the westerly side of Cox Neck Road,the point or place of BEGINNING. FOR INFORMATION ONLY:Said premises being more commonly known by the street address of 2795 Cox Neck Road,Mattituck,NY 11952.' County:Suffolk Tax ID:District 1000 Section 113.00 Block 07.00 Lot 020.000 1 l Acknowledgment by Persons Within New York State(RPL§309-a) STATE OF NEW YORK ) COUNTY OF SUFa-X- )ss.: On the 5tLV day of Vgataon thl 20gDl ,before me,the undersigned,personally appeared,ELENA DEMETRIOU-MAVROMIALIS personally known to me or proved to me on the basis of satisfactory evidence to be-the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual,or the person upon WQ behalf of which the individual acted,executed the instrument. NOTARY PUBLIC j ANGELA M.OPPENHEIM i NOTARYPUBion STATE OFNEW YORK ReglstretianNo.010P6346395 Qualified in Nassau County CommisslonEirphsSeptembW26.2024 i I Title No.: ASK20-5779 District 1000 ASK Abstract,Inc. Section: 113.00 21 B Jerusalem Ave. Block 07.00 Hicksville,NY 11801 Lot 020.000 T:516-307-3635 County or Town Country of Suffolk i F:516-822-1792 Town of Southold E:Sales@askabstract.com Hamlet of Mattituck i Und:"Security TiM Guarantee Corporation of Baltimore Return By Mail To: ELENA DEMETRIOU-MAVROMIHALIS _Suite 403 ' to =--a,4 DEEPIKA CHADHA peS3L. 4 C THIS SPACE FOR USE OF RECORDING OFFICE KeW gAKUQYis u�15 NYSBA's Residential Real Estate Forms(9100) 02009 Maahew Bender&Co,a member of the WisNexis Group. -2- ' S.C.T.M. NO*"-DISTRICT: 1000 SECTION: 113 BLOCK: 7 LOT(S):20 SUFFOLK COUNTY DEPARTNIEHT OF HEALTH SERVICES t� PERMIT FOR APPROVAL Or CONSTRUCTION FOR SINGLE rA1AIL` RESIDENCE ONLY NOV 1 8 2020 . ivy. H S APPt±OV• �Fj MAXIMU OF®BEDROOMS �XPIRES HREE EARS FROM DATE OF APPROVAL BES' I .O LAND N/F OF I TAMI KOULOUROUDIS ^1 I 1.1CL 323 VACANT 151 • ;t :� i 150' /U-1 1 it f �. DWELLING � 3g \� CAv'1, i�y �� W/WELL WATER / i � MIN rOn•CL '6�' OVER 150' 750' 1 00 I' % . CIS \\ t cam. .a, I LAND N/F OF TAM[ KOULOUROUJ - (3 ) y N /'�~ cellar est' i ..::: Soo vtootA (33.0) WA.' �..7 1 :;:..�ti; ::::::.�::•:::: O •� !' ::;:;; Osco •:.::':::•PROS fRM�•�'�:.�,8.. .�•'�• � .� �` I \ � I �•: 2WELLINC�.S•:..:.••N 4. �I O•1'1L 31'A /� �:o•:.v.•:oma'•; . :::::: W R :::.1':: :. •::12•................ . . 5):::::. 32 AGRICULTURAL BLDG. 8•" .r.... �33::::::::. \ \' `: i : : . ..W/WELL WATER :. ::::, • ... : : OVER 150' -- .:... (33.0�)g LAND N/F OF CATHERINE LINDSAY HINDERLITER I 59•6 (33.0) PROPOSED DRNEWA// Ur/C/T�\� I `• ELEV. 33 [RREVOCBLE TRUST / ` _ ✓'-•� % �: IUP ACL 30.8 OL DRYOWOAM 0.8' / r ra t SBROWN M 2.6' .�� LOAMY,,SAND r t i GRAVEL o \ ISO.� BROWN / LAND N/F OF MEDIUM SP SAND ! FRANCES LINDSAY 1 GRAVEL 13.6' 4°j 6i 30tt W/OVER LW5TER 5� NO WATER — 17' \ ZONED R-40 OCL 2, 2020 NON—CONFORMING LOT K. worcHUK Ls FRONT YARD: 40'MIN DRAINAGE CALCULATION REAR YARD: 50' MIN PROPOSED DWELLING W/COVERED PORCH: 3085 SQ.FT. SIDE YARD: 15' MIN, 35' TOTAL 3085 x 0.166=512cf REQUIRED (2) 8'DIA x 6' DEEP DRYWELL=531cf PROVIDED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:30,608.57 SQ.F'. or 0.70 ACRES ELEVATION DATUM. NAVD88 _ VY UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. 71-1E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MANISH CHADHA; MAP OF: FILED: SITUATED AT:MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 r PHONE (831)298-1588 FAX (831) 298-1588 FILE #220-157 SCALE: 1 "=30' DATE: OCT. 2, 2020 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 113 BLOCK: 7 LOT(S):20 jsv $Eg o 502� 0 LX n LAND N/F OF , / TAMI KOULOUROUDIS ! CL 32 VACANT 151.68 ` QC� 150' 1 r U-1 011 L 41- U.)w o! O *r, I 0-) - O1 ___% yl WI LL DWELLING ER �' `�S 150' •�• l Z� CL 32.6 OVER 150' 4:_ ` � n v► O g O (33.0) _ cellar en1• ov , (33.0) 35.0' 'trn, SNR B ROOM GPL SZ LAND N/F OF 1•! 6 X501 p0 0, ! -p V1 TAMI KOULOUROUDI vo X1)90 1 11074 7• N !cn .� f0L0 �ON33T 0o3I /21 I � f � .S 01 3. o 0 N ' I l CL 31.4 40. GA 19.4 n N \ O' (33.0) 32 !i 1 ' PROP GRO`'-I- • AGRICULTURAL BLDG. 3.3 UNDfR � ` ! W, WELL WATER S (33.0) ® UN f UDLI11fS r� OVER 150' 6 LAND N/F OF I ! I i ELEV. 33 CATHERINE LINDSAY HINDERLRER � 1 ^., CL 30.8 BROWN IRREVOCBLE TRUST I _ OL SAN DY LOAM 0.8' r \ LO SM OGRWN AVEL 2.6' ,! c 0.00 GRAVEL 'j 1 — o BROWN tJ \ LAND N/F OF / SP MEDIUM •� FRANCES LINDSAY GRAVEL DWELLING1 1613011 W/WELL R WATER S7 , NO WATER — 17' ZONED R-40 OCT. Z 2020 NON—CONFORMING LOT K. WOYCHUK LS FRONT YARD: 40'MIN DRAINAGE CALCULATION REAR YARD: 50' MIN PROPOSED DWELLING W/COVERED PORCH: 3085 SQ.Ff. SIDE YARD: 15' MIN, 35' TOTAL 3085 x 0.166=512cf REQUIRED (2) 8'DIA x 6' DEEP DRYWELL=531cf PROVIDED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA:30,608.57 SQ.FT. or 0.70 ACRES FND. LOC. 03-26-21 ELEVATION DATUM, NAVD88_________� UNAU7HORIZED AL7ERA770N OR ADD177ON TO THIS SURVEY IS A 140LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS7ITUT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 77-IE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: MANISH CHADHA; DEEPIKA CHADHA; MAP OF: SECURITY TITLE GUARANTEE CORPORATION OF FILED: _ BALTIMORE; _ ASK ABSTRACT INC.; SITUATED AT:MATTITUCK CITIZENS BANK; TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 { PHONE (831)298-1588 FAX (631) 298-1588 FILE #220-157 SCALE: 1 "=30' DATE: OCT. 2, 2020 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 113 BLOCK: 7 LOT(S):20 d co In In #R-20-1742 m ;n OP m M _ ] * z CO �ry RJAN 2 B 2022 �.. �E 1 BUILDING DEPT � r ► < TOWN OF SOUTHOLD O O / LAND N/F OF `• TAMI KOULOUROUDIS •%g� \, CL 32• VACANT 150 WOOD PA4 FENCE L 1 £L 33.0 ' \ �S014,10 ,- Q W a ocE o 1 CHpJNUNK �� •1i �\ MON. c�%' ! F cfl CL 32.6 ! W/W� WATER 7` ELLLING 34.5 m 4-50' m �. G'P• i Gat vt U_A EL 33.5 i% 03 I `i 1 rn ::•:35•.� 'r:.`:: :'a+ /�55pND ROS M ,i /� V'T C) EL 34.2 ..::::::: :::::::::::::::•: :N: ; � 2550 c►� p qc� LAN N/F OF :::;.:�:8' TAMI KO LOUROUDIS �o� x ppVER p� •:� ::� � :�:� :•:.... � WAS i 22,1 }`i...`2 m '. •::::DWELLING:•::::•::•:.... o Oo in'•;':.FFL 35.1::i:::::.5.� �.... + 0 ........W. .........m i 3• ::O :230:::::::::. - - - - \ M"ON ' c'.......................................... i 40.E ..... DRAIN $ cN,� :;: ::; '.:` .. ..... ..... ..rr;::::.EL 32.0 . '. ::55.0 .:::: RDAW G�` L i O HEDGE AGRICULTURAL BLDG. � � DRAIN W/WELL WATER �EQPpOOL ® 6$' OWER -� V G • $ DVER 150' S E{ Z4--. . .. ^�.. {f{Tj ; LAND N/F OF F� �lI/ CATHERINE LINDSAY HINDERLIIER CONC' MLEfER `� CL 30.8Ln - IRREVOCBLE TRUST \ 10 \ EL 3HYD. A c� 150.001 \ N LAND N/F OF \ 0.4'S .� EL 32.5 CHNNVNK < Nc- \ SU FOLV COUNTY DEPARTMENT Or H� X\TH Sl RVI�S� e 0�� W W& OVAL 04C C�;�;4?�UCi'ED UtfORtC O 16 3 /� � �c " `�' E FOR 0.5's s a' Date 1 0' R_SlDEIVt;� \ The seWago disposal alta V,atar Inspected and/or cerracilities at this location have been \ tified by this Departmeor other agencies and found to be satisfactory FOR A MAXIINUf1iI QF BEDROOMS. DRAINAGE CALCULATION DWELLING W/COVERED PORCH: 3085 SQ.FTr lyr'epper, P.E., Chief 3085 x 0.166=512cf REQUIRED ` + (2) 8'DIA x 6' DEEP DRYWELL=531cf PROVIDED THE WATER' D CESSPO L LOCATIONS SHOWN ARE FROM LD RVA f-INA£ SURVEY' IT-1-5-21 AND OR DATA OBTAINED FROM" 07HERS. AREA:30,608.57 SQ.FT. or 0.70 ACRES FND. LOC. 03-26-21 ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY-IS A WOLAT70N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AN91OR-S7USURFA'CE"57RUOTURES RECORDED-OR`UNRECORDE& ARE NOT-GUARAN7EEU'UNLESS-PHYSICALLY EVIDENT ON THE'PREMISES AT THE TIME-OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: MANISH CHADHA; DEEPIKA CHADHA; MAP OF: SECURITY TITLE GUARANTEE CORPORATION OF BALTIMORE; FILED. ASK ABSTRACT INC.; SITUATED AT:MATTITUCK CITIZENS BANK; TOWN: QF=SOUTHOLD- ..EEMIfETH M fi OY-C LATM �€I€ G, C- . SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 HONE (631)298-1588 FAX (631) 298-1588 FILE 220-157 SCALE: 1 =30' DATE: OCT. 2 2020 � r P ' N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk �' I a Chadha _ o z U ca Lo N AS-BUILT LAYOUT CHANGES (3 — z z W LLJ � -Jom S -- 73 S O L C)LLEJ is) X l� � U � m Ln n ; n O : ci C\l POURED CONCRETE ENTRY_ �� CEDAR ENCL05ED ILJ STAIRS TO BASEMENT w/ i =::i OUTDOOR SHOWER WHITE COMP051TE RAILING �� A5 5HOWN ON PLAN O LL— z 11111 11 JIL 11i L W Z ANDERSEN PERMA5HIELD -----/ 5TATIONARY DOOR PANEL5 A5-13UILT BACK ELEVATION 5CALE: 4" = I ,-o,, - W D- Or N W U- _- LU IN_....... 4 i N 0 - V LLJ r Z - U u (� m W C m R/ IN W y 3 z 7i 0 C) z � ��PSE OF NEW Yp z J.Mq2 rr POURED CONCRETE ENTRYti 4 5TAIR5 TO BASEMENT w/ f , WHITE COMPOSITE RAILING 2 AS-BUILT RIGHT SIDE ELEVATION "° SCALE: 4" " = I '-0 °FEssior�P�' 1 -20-2022 NEW WINDOW SIZES AS PER PLANS PAGE: 3 UNAUTfIORIZEO ALTEkAT/ON OR ADD/TION TO Tf115 DRAWING AND RELATED DOCUMEN75 15 A VIOLA RON OF 5EC. 7209 OF T/IE N Y.5. EDUCA RON LAW o L N O � N Q U) Z — a Q N Z Z W LLJ 79'-O" ------------- W4 2xG STUD FRAME GABLE END WA L AT BOTH FRONT *BACK WALLS. WINDOWS SET AT G'-8 4" ABOVE ATTIC 5UBFLOOP, ( �-- -- _"- I 2x I O R.R. I secrloN @ I G" O.C. I - A ( SECTION C c6 • I � o18'-9 1/2" 14'-4 5/8" 7-1 1 7/8" 2<10 CJ IG"OC I __ L 7-04' A OVE I TRIPLE MULLED EGPE55 TRIPLE MUUED EGRESS DOUBLE MULLED I O S BFLO jR DOUBLE"UNG: CASEMENT: DOUBLE HUNG: N 1 118"wide X 60"tall 76"wide X 36"tall a / z N @ II G C. 'SE ION 15'-3" 5'-0" I2-2 I/2° 15-I 75'wdeX60 tall N /I X z G'. I 0 — CLOSET 0O TION S U U m L Ln 12 O DOUBLE HUNG p U m 1 38"w"de X 60"tail p 10 �. 2x 10 CJ @ I G" OC O M STEP, ATH (� O 10 1 2 I I P�/• 8'-I g' ABOVE SUBFLOOR 2068 O 12 0 2668 m 1 o I BEDROOM 12 = 3 N 0 -1Q z I 2125oPT N ALL LEGEND: 0 U J _ UPSTAIRS MASTER cu F 21550'T. N c 1 U ' NEW CONSTRUCTION i I 0. W LINE OF 7'-O" HEAD HEIGHT 2068 2068 m 2x 10 CJ @ I G" OC N 2"X G" STUD FRAME EXTERIOR WALLS, 0 8'-1 8" ABOVE SUBFLOOR R-2 I BATT INSULATION,8" PLYWOOD / _ ! SHEATHING ON EXTERIOR, HOUSE WRAP R 2668 t 51DING AS SELECTED;2" GYPSUM I.I ZA'_LVL RIDGE • ` RSD. CLOSET ® CLOSET C.O. I BOARD ON INTERIOR51DE I ® R S.D. W 0 2"X 4" INTERIOR STUD PARTITION, (� In �. w/ I LAYER z GYPSUM BOARD ON EACH 2x 10 R.R. 2868 2868 SIDE; USE MOISTURE/MOLD RESISTANT O @ .s�' z one— ® ® BOARD IN BATHROOMS t USE CEMENT = \� U CO O 2x6 TUD FRAME 0 BOARD ON ALL AREAS TO RECEIVE TILE ,. O 4 S.D. .(� Q PPL MBING WALL W 0 U 1 H,LL / D5 �" G: 2x STUD FRAME WALL COMMON TO Q W / 0-- �RTO-IBE7 O25"w e 3 "tal p f/ TEMPETrix 12 2868- = UNFINISHED ATTIC; MIN. R-15 INSULATION D ��,,cc�� N2068 WITHIN FRAMING I LAYER2" DRYWALL TO 12 INSULATED DOOR WITHATTIC SELF CLO HINGES �:�___ C.°. SHARED BATH FINISHED 51DE OF WALL. UNFINI iHED, UNHEATED ' DOOR EP UJ Rs.D. /I Lu. • I —• q� U' — '-5 I/2" 11'_3"W N O = 2868 • MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT ALL SECOND FLOOR. \� Qz• zU1 8 3 uz • PROVIDE R-49 BATT INSULATION THRU ENTIRE CEILING. 2x 10 CJ @ I G"OCuj OP LOW CLOSETw ; I 1 2 _� 8'-I �" ABOVE SUBFLOOR v O s.o_ ALL WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOVE, OR AS SHOWN; w' 10 J u_ LINE OF RAFT6068 ULTIPLE UNITS TO BE FACTORY MULLED, UNLESS OTHERWISE (NOTED. O INTERSECTION „ W • G 8 4 WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5UBFLOOR. �. O z TRIPLE ALL PLATE N 0 I LOFT J u L: - ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, BLACK EXTERIORS, U w 2, I THIS LO TION W. SECTION N a DOWN 5'-101' TOOK LATE 15'-1” �r BLA K INTERIORS t BETWEEN THE GLA55 GRILLS, V2 STYLE AS SHOWN ON ELE i TIONS * ON WINDOW SCHEDULE. @ I G" O C. I ° 6 C ABOVE 2ndA. SUBFLR. I TERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE 2xG" ACQ RAFTER 3- 2x8 H DERS ABOVE BEDROOM CALL D OUT ON PLAN. LEDGER WINDOW THIS HEADER N O TIGHT T ALL PLATES 18850 PT. • li TERIOR DOOR5 TO BE PRE-FINISHED WHITE, PRE-HUNG, 50LID CORE, `_° 5 PANEL"CONMOKE" STYLE BY"REEB"; HINGES TO BE SQUARE, FLAT BLACK. 2 I O GJ I G" OC WD- 7 cn -0 A OVE I 3'7" 2'9 1/2" 2'-9 1/ " 3'-7" - 'ALL INTERIOR CASINGS TO BE I x4 w/BACKBAND; BASE MOULDINGm 5 BFLO R o[ 2x 10 CJ @ I G" OC Ln I I 3'-2 5/16" 5'-3 5/8" -3'-1 r/16" 8'-1 i" ABOVE SUBFLOOR TO BE METRO COLLECTION # MC551 2. WINDOWS TO RECEIVE 4 SILL; ALL o DOUBLE HUNG tan W DOWS AND EXTERIOR DOORS TO HAVE 4 x EXTENSION JAM 55. R/ IT FASCIA EIGHTS TO ALIGN � O _ . ( AROUND GARAGE * MUDROOM LANDING 1 2 - NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. LU PITCHED wl RAFTERS � � �p 4r— � • ROOF LINES; ADJUST OVERHANG ^' i 12 I I DIMENSIONS ACCORDINGLY TO 5'-3"WINDOW HEADER 1 X DOUBLE MULLED - I V o ACCOMMODATE PITCH CHANGES ABOVE 2nd FL. 5UBFL . o EGRESS DOUBLE HUNG: v 75"wide X 60"tall � 10 -- 3 a� z SE BION I I I I SE BON �TEMPERED � L 4'-7" 8_O° 2x 10 R.R. 8 c I@ I G" O.C. U � SECTION z A 3711" I . I 49'_6• 55'_6" A I yyq J . 119'. 79'-O" W r z - A5-BU I LT SECOND FLOOR PLAN T) J m 5CALE: 4" = I ,-o,, Lu 11 m oL W y 3 C Z Ln '6 0 U = zn Q PSE OF N S S. MA 2 O'Qir r a, 0t r, W Tn ? =W °• 05 109 ���,• ��OFESSIO%�� 1 -20-2022 I SECOND FLOOR LAYOUT CHANGES- PAGE: FULL FINISHED LIVING SPACE UNAUTHORIZED AL TERA TION OR ADDITION TO TH/3 DR4 WING AND RELA TED DOCUMENTS 15 A VIOLATION OP 5EC. 7209 OP THE N.Y.S. EDUCA TION LAW 7 r i L 0CHADHA RE51DENCE D p C\j 3 N � J � � Pro o5ed New d House on Vacant Lan z i ! N � NNCZ N 17351 0"W 102.6 I' -" -- LU JLL N 14045'50"W 100.00' v Q } o (j) om 0 - - - ____- — - ----- - POOL ENVELOPE - - - - - - COMPLY WITH ALL CODES OF NEW YORK ARCODES PRO ED AS NOTED RUNOFF NOTE: DATE: STATE & N f, J �,/ --- - - ------ -- - - -- ---- B.P.BP # ` AS REQUIRED AND CONDITIONS OF - Gutter5 contlnuousl around; FEE �BY: 1. ��' NCTIFY BUILDING ^r. \ y 1 II - y j cr ,Tu�l n mUr�1 73 �� Leader locations as per 71-z5-1802 8Ah� 4 M TFAENT AT S r� r� �'�aBOARD C�_ T,� OR THE - POOL Installer - all leaders drain to F-: �I_L^WING INSr ECTIC"NS: � S�!9k��TRUSTEES 4" 0 PVC pipe to new drywe115. � 1 _ ' J^ IC `V0REQUIRED )' ATD CCA1ETE 51TE PLAN -',"GH & PLUMBIvG c - -- FRtv6 . RUNOFF CALCULATIONS: SULATiON o DRYWELL 2 CENTER `" SCALE: " = 1 '-0" �. r ,vAL - CUNS rF, -`'•�N MUST j LINE 3395 x . 167 x 75 = 4252 gallons of runoff o ESE COMPLETE FOP ..,0. ° o @ ( I ) I -0 x (5'-0" 0 capacity 300 ailons �� A L CONS�RJCTION SHALL 4252 300 = 14.2 p y g U., SCTM: 1000- i 13-7-20 REQUIREMENTS OF THE CODE MEET OFNEUV OCCUPANCY OR p z Runoff Containment Re ulres: Information taken from survey prepared by YORK STATE. NOT RESPONSIB E FOR @ - - C[ z Kenneth M. Woychuk Land Surveying, PLLC L USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. A uebo ue, New York - Pool PATIO (2) 8'-0"deep x 8'-0" O ring OR equal WITHOUT CERTIFICATE o m o dated October 2, 2020 N o (provides 4800 total capacity) OFOCCUPANCY PROPERTY AREAS: PLUMBER CERTIFICATION RE Existing Lot Area: 30,408 5q.ft. @TIFICATLEAD �OFOCCUPNTENT �NCY a RETAIN STOMA MATER P,UNOFF Proposed New House: 3622 5q.ft SOLDER USED IN WATER SH'�, DECK (with porches deck) SUPPLY SYSTEM,CANNOT PURSUANT TO CNA�,r TCR 236 EXCEED 2/10 OF 1% LEAD. OF THE TOWN CODE, Proposed Pool: 800 561.ft. - -_ AREA FOR POOL ; EQUIPM NT + M TOTAL LOT COVERAGE: 14.4°70 W AREA F R A/C I �11ri PLACAREM.4� RF�ouirlFO O CONDENSERS �E Area of Construction Includes: �PCUMBIN!G3 ALL PLUMBING W", TE _ TEST HOLE ELEV. 33 PROPOSED NEW HOUSE New House w/ Garage &WATER LINES NEED New Front Porch TEtTING.BEFOR COVERING w z '' << by KENNETH M. WOYCHUK FFL: 35.5' New Rear DeckLr�T ItIf`o' �'IC?.'��eC��. `� = October 2, 2020 SOIL STOCKPILE DURING New Pool w/ stone coping patio �C EXCAVATION � FOUNDATION - Qlll��' Extent of Construction: 5675 5q.ft. I ,•.,�, g• DO NOT PROCEED WITH CONSTRUCTION. TO BE FR'�k11NG UNTIL. St;: `/cY REDISTRIBUTED AROUND MOUS>w � Extent of Land Disturbance: OF FOUND " ' ;"ON UPON APPROVAL TO BACKFILL 1 1 ,800 sa.ft. +/- HASBE� „�I Including: -1Cr-c so 0: Structures, excavating, septic, utilities, etc. enduwor'k. *TO BE CONTAINED BEHIND SILT FENCING teestingrcquire . -------- AT LOWER CONTOURED AREAS X w_ cLU u L provid I exterior Ii Bu1LD1NG ENVELOPE �='�llSt 0 r,��r, rr�s� lightingLn talled, replaced p cec; or O U, DJ and S as repaired shall conform 11yS Ener Per u XY Code to Chapter 172 Ln or the Town Code Lu g APPROX. LOCATION 18.0„ MAx. N o C. to c. Q DRYWELL I -f- II SEPTIC FIELD AS DESIGNED B”: -j - - -_- z Ln CONSTRUCTION STA G AREA" - - D x - 0'x 10'x3' TEMPORARY -' -1 KENNETH M WOYCHUK PLLC x oPAD -4-4- - - - @ CONCRETE WASHOUT PIT - + -- _ I r' f _L G" MIN. NCE SITE PROTECTION• 71PR- r,� � - —�- SILT FE CAC STRUCTION DRIVEWAY;TO BE I NSTALLED PRIOR TOWORK T UCKS, EQUIPMENT, X X X X X THE START OF CONSTRUCTION X - - X X TOGI_S, C. TO ENTRANCE PROPER HERE ! PER5PECTIVE VIEW C 515043'30"E 199.99' v COX NECK ROAD FENCE POST IE INIMUM 2 x 2 STORM WATER SITE MANAGEMENT NOTES: ry W r SITE LAYOUT BEFORE BEGINNING ANY CONSTRUCTION OR CLEARING, A CONTINUOUS IVOvFN WIRE FENCE @ _ _ -_ _ - - LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED TO THE (� x 6 - 10 / 10 wwF) m --- -- - ---- - SCALE: I '-o° LIMIT OF CLEARING LINE. THE FENCING IS TO BE MAINTAINED, REPAIRED / or o m REPLACED AS NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED ILTER CLOTH _ TEST r10LE AREAS ARE PERMANENTLY VEGETATED. LU SLOPE ELEV. 33' 1) z DROWN • SILT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND. } o SANDY +, �11ADELOAM 8" EMBED FILTER CLOTH z o • ALL GUTTERS � LEADERS SHALL BE TRENCHED TO DRYWELLS FOR MIN. G" INTO GROUND z @ �' BROWN LOAGY5A D RUN OFF CONTAINMENT. 4 ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE NOTE: RAVEL MEDIUM BEPERENNIAL GRASS � MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION MAXIMUM DRAINAGE AREA GRAVEL OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE I/2 ACRE / 100 LINEAR FEET of Ew TIME OF YEAR, TEMPORARY MULCH SMALL BE APPLIED UNTIL SEASON CHANGE. )" 0 V,5 J• 13.6' SECTION DETAIL • CONSTRUCTION ACCESS AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE .,, O ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, SILTFENCE DETAILS - NT5 ` NO WATER 17'-0" DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. `�Fa o5 K. WOYCHUK LS AROFEsstoPAGE: 102-2020 I UNAUTHORIZED ALTERATION OR ADDITION TO TIIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF TILE N.Y-5. EDUCATION LAW Chadha 0 7 N r -u O Q5 PROPOSED NEW HOUSE - z z . Lu o � om � 75 s � U cz U CS b U � _ in Ln u E (D O I x4 FRIEZE BOARD WITH NOSE * COVE MOULDINGS WITHIN GABLE ENDS -- - - -- - - - -- ---- ARCHITECTURAL ASPHALT (J) ROOF SHINGLE - - SEAMLESS GUTTERS --- ____ ---___ -_—._--- CONTINUOUSLY AROUND; LLJ - -- -- - --.- -- --- -- -- - - - - - - G" HALF ROUND GALVALUM; Z -- -- - ---- - -- -- - - - - LOCATIONS AS PER - - - - - -- INSTALLER - - - - --- ---- -- it - ---- -- I x5 AZEK FASCIA VINYL VENTED - -- - l - - - -- - - ---------- BEADED SOFFIT; OVERHANGS -- - _ - - - - - _ - - - _ -- - - -- -- AS SHOWN ON PLAN - cw -- Aw3s 11 A28 Ata l' Azs l; - ---- - - - PROVIDE WHITE AZEK, "x 4 - - [0115115 CASINGS w/ DRIP EDGE AROUND ALL - - --- - - cxw2 -------- --- WINDOWS DOORS; - - cx s, - - - - -- ---- - -- - -- - - - - -_ -. - -- - --- -- --- - --- --- - �"x 4" - - - WINDOWS TO RECEIVE4 - -- ---- - HISTORICAL SILL (TYPICAL ALL) --- — --- -------- -- - �' x 4 4 AZEK CORNERBOARDS -- -- - -- - - - --- - - -- HARDIE 5" LAP SIDING AROUND P3560 - - - - --- - - - ---- COLOR AS SELECTED Ln AW2 I � - � ---- - - ANDERSEN 400 SERIES W Ln cxi4 -- - 5 ------ -- - ! - - - - - - WINDOWS, BLACK EXTERIOR LL - - - - --- - - - _ _ FINISH w/ DIVIDED LIGHTS AS UU L - - I - - cxis - - 5- cx l4' --- Ic—W S ----- --- -- SHOWN ON ELEVATIONS N >° cxls-- - -- --- cxw2 -- ---- - --- - -- - -- - - -- � z U HARDIE BOARD BATTEN SIDING ON FRONT RECESSED AREAS; COLOR TO BE AS SELECTED PROPOSED I=RONT ELEVATION w 5CALE: 4.. = I ,-o,, --- - - -- - 0 U I/ W z � U (� m LU C) m W 3 z 0 U � z � - z "SOF 3p� g O� 09 PAGE: ROFES S I Ott P� 2 UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW o � N O 41 N c Z U � Q N Z Z J C) (f) C) m c� s 73 � O ca � N O N Z CV L O Z m U Ln 0> O --- --------- N o w �� -- - - - -- - -- ------- it -- " - I AXW31 AYW31 AXW3I - —' -- - - CWI W - -- z CXW3 - - - - II I II r - - - AN451 ail - ---- -- - - - - - --- --- - - --_— --- -- - - - -- -- - f 1 CX335 I I - � - - i POURED CONCRETE ENTRY - -- - - - --_ -- - - --- - - - - CEDAR ENCLOSED CXW2 STAIRS TO BASEMENT w/ - -- -- CXW3 - _ - _ - OUTDOOR SHOWER - - - - - -- - - - - ---- - - -- ---- -- - -- -- -- - - — --- AS St10WN ON PLAN WHITE COMPOSITE RAILING I - -- -- ------------------------ -- -- _ - - - Fw1127E I -- - - -- ! I I'1 1 LU u - - - - -- -- -- ---- - - "- --- i I -- i Lo--- --- --- r-f I O Ln W Ln LL- BLACK LBLACK STEEL WINDOW Lu WALL; MANUFACTURER TBD N Q 3 v z o U = PROPOSED BACK ELEVATION z SCALE: 4" L w 0 U Lu z - U m Lu � m R W L 3 z �— -6 0 U = zo Q Lo z 5� E of Ne yo g J. 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EDUCATION LAW O � 7 N 3 O 4i cmN QN — Z U Z W � UQy� c� q) C) m FIRST FLOOR AREA 4"X 4" POSTS W/ 2"X 2" BALUSTERS 4: CAP RAIL; 1\ COMPOSITE RAILING SYSTEM FLOOR STRUCTURE GRADE 8" POURED CONCRETE FOUNDATION WALL #5 REBAR @ 1 2" O.C. BASEMENT 5 -6 79.0 OUTSIDE s #5 REBAR @ 12" O.C. ENTRANCE U 23 G 49 G secrioN 4 e (VERTICALLY) �L -�z U O G"X G" POST ON 12" OUTLINE Of DECK ABOVE; #5 REBAR @ 12" O.C. N Z c� SONOTUBE W/ POURED PROVIDE I 12" RIBBON BOARD x z CONCRETE FOOTING CONTINUOUSLY AROUND O m 20x 2Ox8"dee 43'-G" U (TYP. ALL DECK FOOTINGS) 3'-0"X 8" POUREDIn lf') .� - - CONCRETE FOOTING o r o ON COMPACTED FILL N O — 2-2x 10" ACQ GIRDER STAIR WALL DETAIL p - - - I/2 10-4 /2 10-4 i/2 0-4 I/2 - CENTER FOR o' " " " o° 4"CONCRETE SLAB ° PITCHED TO SCALE. — ° ° o DRAINAGE OUO PROVIDE 5IMP50N LGUM2G-2 O 2984 OU CONNECTOR BOLTED TO FOUNDATIONN o 0 WITH TITEN HD�"X 4" BOLTS, TYPICAL ALL /THROUGHOUT VIDE BRIDGING GIRDER/FOUNDATION CONNECTIONS U NU ENTIRE p I 2x 10" ACQ LEDGER BOLTED FLOOR SYSTEM, 8'-0" O.C.; - N secrioN W _� - C TO HOUSE FRAME WITH 5 () N 4" T*G PLYWOOD SHEATHING "LEDGERLOK" SCREWS @ I G" O.C.; ABOVE, GLUED t SCREWED I O I HANG D.J. FROM LEDGER WITH 5IMP50N LU28 CONNECTOR = TYPICAL ALL DECK AREAS JII — FIBERGLASS DRYWELL 2x 10" ° LU W1 STEEL z CQ GI `- � — —I PROVIDE 4EIP.CO. SLAB, No p HCTION m / PITCHED WITH DRAIN -- 3- 8" LVL GIRDER I : -0 : — : — : I ,EDo 4"X 4" POSTS W/ 2"X 2" 30G8 UP BALUSTERS $ CAP RAIL; PROVIDE BRIDGING USE COMPOSITE o I THROUGHOUT ENTIRE RAILING Sti�3TEM mi7 FLOOR SYSTEM, 8'-0" O.C.; v 4" POURED CONCRETE SLAB N STEP FOOTINGS WITH vO ON COMPACTED FILL - ALL z WALLS INTO CRAWL 4 TSG PLYWOOD SHEATHING AREAS OF BASEMENT CRAWL U-1 ABOVE, GLUED # SCREWED u ELECTRICAL - @ srA1R p o CRAWL SPACE PANEL aU DerAi� N 'r UNHEATED, INHABITABLE °O I o BASEMENT e s.o. PROVIDE BEAM POCKET IN U UNHEATED, UNFINISHED m POURED CDNCKETE N ~ FOUNDATION WALL; 5IZE8'-0" HEIGHT TO UNDERSIDE OF JOISTS ENTRY STARS N0 DOUBLE JOISTS UNDER AS REQUIRED *TAR ALL F- N� J NUMBER OF TP EDS TO W - - I ALL PARTITIONS RUNNING - SIDES (TYP. BOTH ENDS) N� PARALLEL (TYP. ALL AREAS) ° _ I ( BE VERIFIED IN FIELD BASED m ON EXISTiiIG GRADE O Ln 3- 1 1 8"LVL DROPPED GIRDERS 4-O x3-0 ACCESS INTO CRAWL SPACE �- W � 9'-7 5/8" 9'-7 5/8" 9'-7 5/8" 9'-7 5/8" 9'-7 5/8" LL- W ° cv 3068-PROVIDE INSULATED 3" DIAMETER STEEL LALLY N FOUNDATION WALL LEGEND: Q N COLUMN BURIED IN PROV. EPDXIED #4 STEEL I .: N 3 O DOOR WITH SELF CLOSING 2.4"x24"x 12" POURED REBAR HORIZONTAL @ 12" O.C. u HINGES DOOR SWEEP CONCRETE FOOTING, TYP. z INTO FOUNDATION WALL ALL - ALL SHOWN I 8" POURED CONCRETE FOUNDATION WALL w/#4 � AREAS OF ABUTTING WALLS dU REBAR @ 12" OC BOTH DIRECTIONS; KEYWAY U 28' io" WITH FOOTINGS - Z O T — ° — u- 7-T U c I I - - I'-8"X 8" F O ING; PROVIDE 2 #4 REBAR WITHIN z O Lu FOOTING. 8'-0"WALL HEIGHT; DAMP PROOF o EXHAUST TO m ro PERIMETER OF ALL AREAS EXTERIOR STAIR FOYER o I — - 8" POURED CONCRETE FOUNDATION WALL co WITH KEYWAY$ P-4"X 8" FOOTING; PROVIDE — — 2- #4 REBAR WITHIN FOOTING. FOOTING DEPTH LOCA-ION OF NEW O �_ MINIMUM 3'-0" BELOW GRADE 65 D m WATER SERVICE U secTI ON AREA FOR m C o MECHANICAL 2x4 ACQ STUD FRAME ON FLAT ALONG =_ LOWER FOUNDATION WALL EQUIPMENT UP u;;osTa,R ° o Nro PERIMETER OF FOUNDATION WALLS @ I G" OC. W HEIGHT AT DOOR OPENING ° 4" POURED CONCRETE SLAB - I PROVIDE 2 RIGID FOAM BOARD INSULATION LOCATION OF ON COMPACTED FILL w/WWM WITHIN BAYS *2" DRYWALL TO FINISHED SIDE; SEAL N IL WASTE EXIT 6x6/ I Ox 10 GAUGE WIRE CONCRETE WALLS w/ MOISTURE BLOCK PRIOR TO = • o — FRAMING U .a UNEXCAVATED BRING FILL UP AS REQUIRED 2x4 STUD FRAME PARTITION TO UNFINISHED o TO LEVEL GRADE UNDER NEW BASEMENT. PROVIDE R-15 INSULATION WITHIN GARAGE r PORCH; COMPACT ACCORDINGLY AND 2" DRYWALL ON FINISH SIDE OF FRAMING 4" POURED CONCRETE SLAB o I BEFORE POURING SLAB ON COMPACTED FILL WITH W o " W FOUNDATION NOTES: .W.M. GXG/ IOX 10 Z - N ° GAUGE WIRE (TYP. ALL AREAS — °" L ° • DOUBLE JOISTS UNDER ALL PARTITIONS QD m WITHIN GARAGE) o: o o RUNNING PARALLEL LLJ s crioN SECTION -- — • PROVIDE BRIDGING THROUGHOUT ENTIRE m B BL FLOOR SYSTEM, 8'-0" PITCH FLOOR I I • 4"TSG PLYWOOD SHEATHING ABOVE TO W y POURED CONCRETE ENTRY u PROV. EPDXIED #4 STEEL BE GLUED and SCREWED >° PORCH; BLUESTONE SLAB REBAR HORIZONTAL @ 12" O.C. • INTERIOR DOOR TO RECEIVE 2- 2x8 HEADER TOP 4 MASONRY VENEER OR INTO FOUNDATION WALL t ALL C) z • EGRESS WINDOWS TO HAVE MINIMUM 3- 9 2' LVL 7i AS SELECTED BY HOMEOWNER AREAS OF ABUTTING WALLS HEADERS; BASEMENT WINDOW TO BE 3- 2x8 ACQ WITH FOOTINGS (STAIR CHEEKS z ° SIMPSON HTT5-a METAL secrloN TO WALLS) • 4" POURED CONCRETE SLAB ON COMPACT FILL HOLD DOWN ANCHORS AT I A • PROVIDE R-19 BATT INSULATION TO UNDER Q GARAGE DOOR OPENING 4'-1" s-4° SIDE OF 5UBFLOOR; COMPLETE w/3" ROXUL FIRE z 77 BARRIER INSULATION N � ►m O O OF N 23'-G" 0-0" 1 9'-2" 12'-9" 10-01, �E V yO r J M A 9 _ r N FOUNDATION LAYOUT �y �_ o �o -- --- -------- - - - -- -- - ---- -- --- - - -- — - -- --- AGE. 5CALE: 4.. = I '-0" -- -- -- - =_ - - - -- - - -- _-- - -- AROFFSSIOW, 5 UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW o � 7 N Ops n (\J Q - Z 5ECTION A 79'-0" J � UQ ?- 23'-G" DOWN 43'_G 1 1'-5 114" - 7-0 3/4" " ILL li TEMPERED EGRESS W8 US s -13'-2 112" PLATFORM DE 4"xG CEDAR p� ,r. - ° DECK DECKING n �u x6 STK CEDAR DECK BOARDS ro 4 ---2325 0 ENCLOSED r -- - - --- - - king '---- ✓IG 73 -j 5ECTICH �6 l 0--, N (j O wa f 118"TJI 360 CJ @ 16" O.C. N C `l l _- U L STEEL WINDOW WALL; N }0 O 0'-4 112" G'-5 5/ G" z N MANUFACTURER TBD - I1 XO z MASTER SUITE - - ._,a ___ W12 4- 1 1 Z' LVL NEA C) - vi 3'-4" - DER ECREss I'-6 I/2" W7 - m U U m • POCKET e2(57 N INSTALLED ABOVE WALL POST IN ALL m U1 L(> z4 G%L�r I ; N PLATES tt FLUSH W/J0I5T5 TYP. EACH END' N O o --- ---- I 1 - 13 8%VENT O SECTION C -wBUILT i,--- --- - - D 0.1 KITCt1EN U wIN 2470 1/2"POCKET w -- � - WALL LEGEND: p I �.--N = === w `� BEDROOM @�> - NEW CONSTRUCTION _ N-- _ _ --- - 138 50 FT 'C.O.2070 - GREAT ROOM W _ - - _ - ._ I 1 4 6%LIGHT No m 3 5,.VENT 2"X G"STUD FRAME EXTERIOR WALL5, I --- - ENTRY _ Q I cs.o ----- - - �. U -- Ex �_ m R-21 BATT INSULATION,8" PLYWOOD �I H UST FAN O I > r N I 4'-4 I/2" MASTER BUILT-INS I m _- m III I�, p - - _.I - N I N SHEATHING ON EXTERIOR. HOUSE WRAP -- F N F NSI ~ t SIDING AS SELECTED; " GYPSUM I CLOSET 2070 DUC ED TO oUT51DE J - _ BOARD ON INTERIOR SIDE N - N'o VENTLE55 GAS FIREPLA E �lro o 2 7'-1 1" -N m i N MAk.= w MODEL m - v W 1.G„ 1, _: w ,1- ALL AS PE (� STACKED Nro MANUFACTURER -5076co 2"X 4" INTERIOR STUD PARTITION, J - - - -- -- - E S.D -- - 2470 O N T.B -- -- LAUNDRY MA I 5070 I w/ I LAYER 'GYPSUM BOARD ON EACH w PROVIDE VINYL PAN - m 2 I/2' CLOSET BYPASS _ O ~ w/CURB; H RD PIPED SIDE; USE MOISTURE/MOLD RESISTANT 4'-2 I/2" BUIL N 5'-2 112" G'-4 112" Q O DRYER VENT TO EXTERIOR - p - - -- 13 7'-0 1/2" BOARD IN KITCHEN, BATH MUDROOM m OISTS AT N AREAS � USE CEMENT BOARD ON ALL W N U OTE: ALL' m AREAS TO RECEIVE TILE z N N - LUSH HEADER LOCATIONS 1a'-s 1/2° 3'-z 1/2" 8'-o u2' N Z MUDROOM ro O O POST IN WALL _ __ '�, - P. EACH END 3'-5 -t" 0'-3 -- ----- - ._ -� ' 2x STUD FRAME WALL COMMON TO C) HER CLOSET U _ /2° I- 4'-1 1 1/4" GARAGE; MIN. R-15 INSULATION WITHIN o 4- 18" LVL FLUSH HEADER 2-_1 I " LVL FLUSH HEADER ss�. 2670 "a o FRAMING * I LAYER B' FIRE RATED N 3070 - --� - m DRYWALL ON EACH SIDE OF FRAMING ,n 2'-I" OUTLINE OF OPEN a TECO JOIST TO HEADER e R HALL - AREA 4130VE r I! LOSET- N CUUM, -J 5070 FANTRYENTRY _� DINING H useroLD r 2070 • MAINTAIN 9'-0" CEILING HEIGHT THROUGH OUT MAIN AREA OF - -- - --- i FIRST FLOOR. nA G ROD COAT s FIxeD m 3070 CLOSET N 5'-2 I!2" 2�� SHELVESi 1 LINEN EACH s FIXED 8'-10 1/2° T-1 1" SIDE_4" 1- OF ENTRY SHELVES N n PROVIDE R-30 BATT INSULATION BETWEEN I st 2nd FLOORS. _ u) kD 7'-01/2" 2'-8° - -- 0 EN TO ABi i.'E- 2670 • ALL WINDOW5 � DOORS TO RECEIVE 3- 2x 10 HEADERS ABOVE, UNLESS OTHERWISE NOTED. ALL MULTIPLE UNITS TO BE FACTORY MULLED. 2868- ED s s D. PROVIDE 45 MINUTE I'l -- I! o m asp: • T-O 4"WINDOW HEADER HEIGH-15 AS FRAMED ABOVE SUBFLOOR. FIRE RATED DOOR WITH v COAT i, U F_-- SELF CLOSING HINGES DOWN ie - p DOUBLE JOISTS ED CLOSET • -91"LVL HEADER Q ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, BLACK EXTERIORS, • DOOR SWEEP 3070 - a, DOWN Q BOVE FRONT DOOR Co - BLACK INTERIORS * BETWEEN THE GLA55 GRILLS, 2/ STYLE AS SHOWN rr, °",, �-��- secrloN m - - -_. ONELEVATIONS N N WIPIDOW H ULE. UP � p ."r* es n ^vft C o � - - w. ! - I � AS NOTED O SCHEDULE. w. "���►w, t,`'��� G r- DI q en O HAVE 2- 2x5 HEADS 5 UNLESS OTHERWISE 1 -- n e r INTERIOR DOORS T R rL►+ � a s 1 z SHELF./ CALLED OUT ON PLAN. W m < 2'-4 5/8' DO N 4" 2'-4 5/8' HANGRO[ BEDROOM (L TO OP,CH U TLP EACH O 52 S LIGHT --N • INTERIOR DOORS TO BE PRE-F!N'15HED WHITE, PRE-HUNG, SOLID CORE, I I g"TJI 560 CJ @ 16" O.C. 4 U2" z G'-4 1/2' O aoser U s2% G -1, O COVERED m 5 PANEL"CONMORE" STYLE BY"KEEB", HINGES TO BE SQUARE, FLAT BLACK. W2 W2 O L 13.8%VENT NOTE JOIST SERIES INCREASE ENTRY PORCH I _ U I'I FOR GARAGE CEILING CENTER BEADED VINYL dU U LOSET N� __ • ALL INTERIOR CASINGS TO BE I x4 w/BACKBAND; BASE MOULDING W 3'-2 5/1 C11 5'-3 5/8°--- -3'-1 1/1G° o_ _ TO BE METRO COLLECTION # MCB5 12. WINDOWS TO RECEIVE-4 SILL; ALL W SOFFIT CEILING MATERIAL; = 5070 {I_ 8.3„ BLUE�ED FLOORING NRY X O jrBYPASS II',. EXTERIOR DOORS AND WINDOWS TO HAVE x EXTENSION JAMBS CONSTRUCTED. N o N FINISHED N _ N GARAGE NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. Q 3 = N P05T WITHIN WALL a I G'-O"x 6-0" DOOR5 W/ 10'-I 0 " +/- N o LANDING TYP. EACH END N1 m z 3- 14" LVL HEADERS ABOVE CEILING HEIGHT N 8'-9 FROM SUBFLOOR 12'-8 u2° N WIO TO UNDERSIDE OF HEADER EGRESS w7 v C520 STRAPPING - U ^5ruON SECTIONB 4'-7" 4'-7" B 3- 9 2" LVL DROPPED HEADS , FACE OF HEADER TO II WINDOW AND DOOR SCHEDULE Fire S(`�'t'^^i i,�� EXPOSED 51DES ALIGN WITH EXTERIOR WALL FRAMING SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRE55URE REQ'D PREFORMANCE OPENING AREA WIND AREA ZONE PREFORMANCE GRADE RATING QUANTITY SPECIAL NOTES : der Code I 7" 12'4 I G'-0" W I CX 1 5 CASEMENT 9.8 10.4 20 4 17.4 -19.0 40140 4 �II NOTE. � � �O�fe W2 CX 155 CASEMENT 10.7 1 1.3 20 4 17.4 -19.0 40140 2 PROVIDE WIRING FOR OVERHEAD I SECTIOI W3 CX145 CASEMENT 8.6 9.0 10 4 18.2 -19.0 40/40 2 c GARAGE DOOR AS PER 49'G" A W4 CW 14 CASEMENT G.8 7.2 10 4 18.2 _J9.0 40/40 5 W MANUFACTURER SPECIEICATIONS W5 A281 AWNING 1.2 3.7 10 4 18.2 -19.0 35/35 3 IN ACCORDANCE WITH THE WG CWI5 CASEMENT 8.G 9.2 10 4 18.2 -19.0 40140 2 RESIDENTIAL ELECTRICAL CODE 55'-G" W7 CXW25 CASEMENT 11.5 24.2 50 4 1G.3 -17.0 45/45 4 EGRESS OF NEW YORK STATE W8 CXW35 CASEMENT 11.5 3G.3 50 4 1 G.3 -17.0 50/50 2 EGRESS U 22'-7" W9 AW281 AWNING 1.2 4.4 10 4 18.2 --15.0 35/35 W3 W3 W I O P35GO PICTURE - I G.8 20 4 17.4 19.0 70/70 3 NO GRIL L5 _ - W I 1 AW35 1 AWNING I.G G.O 10 4 15.2 13.0 35/35 1 G'-2" G'-2" W 1 2 CX335 CASEMENT G.4 20.4 50 4 1 G.3 -17.0 50/50 1 NO GRILLS 23'-G" W 1 3 CXW 15 CASEMENT 1 1.5 1 2.1 20 4 17.4 -1 9.0 40140 2 W W 1 4 AXW3 1 AWNING 1.4 G.8 10 4 15.2 -19.0 35/35 3 NO GRILLS ((z� 79'-0" W 1 5 AN45 1 AWNING I.G 4.0 10 5 18.2 -24.0 35/35 1 TEMPERED IN SHOWER;NO GRILLS V V WIG AW3 1 AWNING .4 5.2 10 5 18.2 -24.0 35/35 2 NO GRILLS (� m WINDOW WALL STEEL FRAME MANUFACTURER 4 SIZING T.B.D. LU DI 3070 HINGED ENTRY I MANUFACTURER 4 STYLE T.B.D. FIRSTFLOOR LAYOUT D2 FWH27G I I FRENCH WD.HINGED 13.48 8.G9 10 4 18.2 1 9.0 40140 I NO GRILLS SCALE: 4" - I '-O,, ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLF55 OTHERWISE 5FECIFIED WINDOWS 4 DOORS TO BE BLACK EXTERIOR,BLACK INTERIOR UNLESS OTHERWISE REDUESTED BY HOMEOWNER. Q z PROVIDE TRADITIONAL FOLDING LOCKS,HAPD'.NAR.E AND HAND LIFTS IN BLACK FII1',H. FULL EXTENOR SCREENS 0 BLACK FINE LIGHT GRILLS BETWEEN GLASS; I"WIDTH;STYLES AS SHOWN ON ELEVATI0115,2 OVER 2 U CALCULATIONS FORWINDOW5 BASED UPON EXPOSURE B z � COEFFICIENT 1.0 WITH 130 mph BASIC WIND SPEED. AS PER z TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. WALL OPENINGS INCLUDING WINDOWS AND DOOR5 SHALL BE PROTECTED WITH PEMOVEA13LE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"5PAN. FASTENERS FOR 5PAN5 UPTO 0-0"SHALL BF 2 112-#8 WOOD SCREWS AT I G"O/C,FASTENERS FOR 5PAN5 UP TO 8'-0"SHALL BE 2 1/2"-#8 AT 12"O/C. TABLE 30).2.1.2 ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIGN PRE55URE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST R.EQUIREMENT5 AS PEP,NEW YORK STATE F 51DENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1 609.1.4 FOR ALTERNATIVE OPENING PROTECTION. OF EW Ya 5 ` F �.� 70O PAGE: z O No AR�FESSIONP�� 6 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATICQN OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW O Q N O N N c (L Q N Z C� Z W W U Q } m W4 2xG STUD FRAME GABLE END WA L i I AT BOTH FRONT It BACK WALLS. WINDOWS SET AT G'-8 4" i ABOVE ATTIC SUBFLOOK SEcnoN 2x 10 R.R. I I I A @ IG" O.C. • I 5E CON I I 49 6 IS 10'-4 112" 13'-G I/I G" 3'-2 1 5/1 G" 3'-2 1 5://l 6" I 1'-1 5/8" T-1 1 7/8" 75 2 10 CJ �a I G" OC I3"MULLION U 7-0 4" A OVE I W7 W14 IEN'i'E1PU ,W 14 EMPtP.ED W14 EGRESS y6 S BFLO�R ry 2x I0 R.R. 9'-Io" 3-1',' s'-I° 3" N } O o i @ I G' O.C. 5ECTIO* ;'1 - z N 5E Ion, x Nvz 12 O O VV13 NLn _ - 10 2x 10 CJ @ I G" OC ,L 12 ( 8'-18" ABOVE 5UBFLOOK p m p 10 I I I P�� / w 2468 - J 12 v POCKET WALL LEGEND: . � - > MASTER BATH 1 2 o O 3 N N ^I m NEW CONSTRUCTION o U Q N ATTIC STORAGE X 2"X G" STUD FRAME EXTERIOR WALLS, I I ,��. x � p -1 • � UNFINISHED, UNHEATED Ln N � � � _ � R-21 BATT INSULATION, J" PLYWOOD LINE OF 7-0" HEAD HEIGHT 2068 2x 10 CJ @ G" OC SHEATHING ON EXTERIOR, HOUSE WRAP / - 8'-I -L" ABOVE 5UBFLOOR SIDING AS SELECTED; " GYPSUM o 40G8 FRAMED OPENING z BOARD ON INTERIOR SIDE I I 7" LVL RIDGE BETWEEN ATTIC AREAS; N oorVENTsoaer w •-. - 3- x 10 HEADER ABOVE _ � U I N j �� 2"X 4" INTERIOR STUD PARTITION, m MASTER SUITE - w/ I LAYER z" GYPSUM BOARD ON EACH z 345 SQ.FT - -i SIDE; USE M015TURE/MOLD RESISTANT W C.O. 2x 10 R.R. ` / - 3068 c s j T' O 4.G%`IGHr -- .-' BOARD IN BATH LAUNDRY AREAS USE - -- D 387 vENT L- CEMENT BOARD ON ALL AREAS TO RECEIVE TILE @ 16 O.C. cw INSULATED DOOR WITH O 21'-7 I/2' C o O d SELF CLOSING HINGES t eso N2 G8 I 2x4 STUD FRAME WALLS COMMON TO = DOOP,SWEEP v HALL = UNFINISHED ATTIC AREA; PROVIDE R-1 5 BATT O _ O I R INSULATION WITHIN 'z DRYWALL TO FINISHED W o 0I \9� cv U 12 m =--- m SIDE. z C) �F = �' ATTIC \�- 1 2 G Q 1= -�I UNFINISHED, UNHEATED N <so N U 13 �. o LOFT O Q • MAINTAIN 6-0" CEILING HEIGHT THROUGH OUT ALL SECOND FLOOR. _ - W PROVIDE R-49 BATT INSULATION THRU ENTIRE CEILING. U U 2x I 0 CJ @ I G" OC U-i- j OPEN TO BELC'V • ALL WINDOWS TO RECEIVE 3 2x8 HEADERS ABOVE, OR AS SHOWN; Lu vI I I 12 8'-1 8" ABOVE 5UBF OR N U MULTIPLE UNITS TO BE FACTORY MULLED, UNLESS OTHERWISE NOTED. oC 10 - - J LINE OF RAFTER/CJ "' m O INTERSECTION 2468 W '' - G'-,5 4" WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOK. O z ILAK TRIPLE WALL I'�ATE 5'-4 1/2" 9'-7 1/2" 0 = w • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, BLACK EXTERIORS, U L 2, THIS LOCAT;CiN O I _ BLACK INTERIORS * BETWEEN THE GLASS GRILLS, 2/2 STYLE AS SHOWN ON DOWN a- i 5'-10-l'TOP FLATS ELEVATIONS ON WINDOW SCHEDULE. Lu 2x 10 R.R. secTloN h z @ I G" O.C. '41 0;6 C ws 5' ABOVE 2nd SURFER. o • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE - - HIS � - 2xG" ACQ FTER 3- 2x8 HE I [ ABOVE N CALLED OUT ON PLAN. LEDGER WINDOW) THIS HEADER HERS • INTERIOR DOORS TO BE PRE-FINISHED WHITE, FRE-HUNG, SOLID CORE, I'-3 u2° TIGHT TO WALL PLATES N 10 CJ I G" OC WIs., 5 PANEL "CONMORE"STYLE BY"REED"; HINGES TO EE SQUARE, FLAT BLACK. 2 2 9 I/2° 2'-9 1/2" 3'a° - • ALL INTERIOR CASINGS TO BE I x4 w/ BACKBAI,ID; BASE MOULDING W vo 7-O 4"A OVE - S BFLO R I 3'-2 5/16 5'-3 5/8 -3'-1 1n G° 2x I O CJ @ 16 OC TO BE METRO COLLECTION # MCB5 1 2. WINDOWS TO RECEIVE�SILL; ALL a- I 5'-1 L' ABOVE 5UBFLOOR 4 I = �j WINDOWS AND EXTERIOR DOORS TO HAVE 4 x EXTENSION JAMBS. O r\ FASCIA EIGHTS TO ALIGN 0 (/ v AROUND GARAGE MUDROOM LANDING p - 12 • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. PITCHED w/RAFTERS I (L �p 4(- - - ROOF LINES; ADJUST OVERHANG c - LJ 5'-3" WINDOW HEADER 'I`° NCH SEAT @ BELU 12 I I DIMENSIONS ACCORDINGLY TO WI I ' loI ACCOM ODATE PITCH CHANGES ABOVE 2nd FL. SUBFL qILL] N SECTION 5ECTION TEMPER o N N L [��------------ 2x 110 R.R. @ 16 O.C. I WINDOW AND DOOR SCHEDULE � U SECTION SYMBOL MODEL NO. WINDOW TYPE CLEAR GLA55 EFFECTIVE PRESSURE REQ'D PREFORMANCE QUANTITY SPECIAL NOTES z A 37-I IOPENING AREA WIND AREA ZONE PREFORMANCE GRADE RATING " W) CX 15 CASEMENT 9.8 10.4 20 4 17.41 -19.0 40140 4 W2 CXI55 CASEMENT 10.7 I I.3 20 4 17.4 -19.0 40/40 2 49'-6" W3 CX 1 45 CA5EMEHT 8.6 9.0 I O 4 18.2 -19.0 40140 2 W4 CW 14 CA5EMFHT 6.8 7.2 10 4 18.2 -1 9.0 40140 5 W5 A251 AWNING 1.2 3.7 10 4 18.2 -19.0 35/35 3 WG CW 15 CASEMENT 8.(; 9.2 10 4 18.2 -19.0 40/40 2 L 55'-G" W7 CXW25 CASEMENT 1 1.5 24.2 50 4 _16-3 -17.0 45/45 4 EGRESS = W8 CXW35 CASEMENT 11.5 36.3 50 4 16.3 -17.0 50/50 2 EGRE55 a W9 AW281 AWNING 1.2 4.4 I O 4 18.2 -19.0 35/35 1 Q va W I O P35GO PICTURE - 16.8 20 4 17.4 -19.0 70/70 3 NO GRILLS u Wil AW35 1 AWNING I.6 6.0 10 4 18.2 -19.0 35/35 1 9" W 1 2 CX335 CA5EMEt1 6.4 20.4 50 4 1 6.3 -17.0 50/50 1 NO GRILLS U W 1 3 CXW 1 5 CA5EMEPIT I1.5 1 2.1 20 4 17.4 -19.0 40/40 2 79'-0" L W)4 AXW3 1 AWNING 1.4 6.8 10 4 18.2 -19.0 35/35 3 NO GRILLS W 15 AN45 I AWNING I.G 4.0 10 5 18.2 -24.0 35/35 1 TEMPERED IN SHOWER;NO GRILLS WIG AW3 1 AWNING 1.4 5.2 10 5 18.2 -24.0 35/35 2 1 NO GP,ILL5 WINDOW WALL STEEL FRAME MANUFACTURER E SIZING T.B.D. W SECONDFLOOR PLANDI 3070 HINGED ENTRY z - - - - - - - I MANUFACTURER d STYLE T.B.D. / D2 FWH27611 FRENCH WD.HINGED 13.48 8.69 10 4 18.2 19.0 40/40 I 110 GRv `r 5CALE: 4" = 1 '-0" W m ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED Q m WINDOWS$DOOR5TO BE BLACK EXTERIOR,BLACK INTERIOR UNLE55 OTHERWISE REOUE5TED BY HOMEOWNER. PROVIDE TRADITIONAL FOLDING LOCKS,HARDWARE AND HAND LIFTS IN BLACK FINISH. FULL EXTERIOR SCREENS BLACK FINE LIGHT GRILLS BETWEEN GLASS; I"WIDTH;STYLES AS SHOWN ON ELEVATIONS, 2 OVER 2 W y Y CALCULATIONS FOR WINDOWS BASED UPON EXP05U RE B COEFFICIENT 1.0 WITH 130 mph BA51C WIND SPEED. AS PER z TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. - U = WALL OPENINGS INCLUDING WINDOWS AND DOOP.S SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS z O WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 112-#8 WOOD SCREWS AT 10'O/C,FASTENER5 Q FOR 5PAN5 U P TO 8'-0"SHALL BE 2 1/2"-#8 AT 12"O/C. TABLE 301.2.1.2 z ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 199G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PPOTECTIOPI. TEOFNW Y J. rt V Q �Lu ,o F� PAGE: FESSIoNP�" 7 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW oU M N q) O Q N Z Z -� ILU ' ( I i i I I I 14'-0 7/8" FASCIA HEIGHTS TO ALIGN j AROUND ALL AREAS OF i I I I UPPER ROOF LINE; ADJUST I I SECTI N OVERHANG DIME NSIONS C 20II/I 6" ACCORDINGLY TO ACCOMMODATE 15'-4 I/16" II H 1 I I PITC CHANGES j o` I? ROOF NOTES: - c6 I �. - - GAF architectural asphalt roof I I ill shingle over entire roof area. o 2x 10 R.R. Ks j @ I G" O C 15# felt over 8" CDX Plywood secrioN __ sheathing with Ice � weather shield I -- D - - -- 2x 10 R.R. i 2x I O R.R. I SECTION at all perimeters and valleys. o -- -- - _-_-- _� @ I G" O.C. @ 16' o.C� !ii D 12" flying gable rafters around all areas. Z � N I I III, I I I II � II f r - --- - 12 • Overhang dimensions at primary pitched x z �— --- --- - - l o Q `� 0 1 2 ILII areas to be 12"; adjust overhang dimensions - F 12 J �O� 12 _ I'I p U� - 0 —� for lower Itched roof section so all fascias G O _ 101 alicin around main roof line. o J 4N 6 cv 1 x8 fascia and vented, vinyl beaded soffits. N o j = 0 R.R. ^� Z cv — 2 x I III v v `D @ 16" O.C. RUNOFF NOTE: �' I!I Gutters continuously around; 2xG CT @ 32 OC 12 — +y I Leader locations as per 1 2 10 Installer - all leaders drain to -ROOF LINE OVER =_ �J C� 6 12 III I MUDROOM OL�� G 4" 0PVC Alpe to new drywells. II 'I i ___ ___-_ _ � 1 I LVL RIDGE RUNOFF CALCULATIONS: - _ - - - - - - TYPICAL ALL LAYOVERS - I 3395 x . I G7 x 7.5 = 4252 gallons of runoff - - - -- - _ BOLT TO RAFTERS W/�" ��°� @ (1) 1 '-0" x 8'-0" O capacity = 300 gallons --- -- -- - -- - LAG BOLTS WASHERS — ! 12 4252/ 300 = 14.2 LINE OF CEILING.101ST f j DIRECTION CHANGE 8� W I Runoff Containment Requires: II' - - -- -- -- - - BELOW (2) 8'-0"deep x 8'-0" O ring OR equal (provides 4800 total capacity) 0 F _ I - - - - ---- -- -- -- - 12 -- -- - 2x 10 R.R. IFLLJ --- -- -- - -- - - = @ 16 D.C. 8 .>_I i I hi - - --_- _ - o 8 12 ��Q�O 101 t-103 - 12 x — ' II I I'll 10 GARAGE ROOF LINE I I I j FRAMING SHOWN ON SECOND FLOOR PLAN @ I 0 R.R. I j I @ 16' O.C. I TRIPLE WALL PLATE 2x6 CT @ 32" OC I j I I THIS LOCATION l secTloN 5'-106 TOP PLATE ABOVE 2nd j FL SUBFLR., - --��� I I I I ' C - 2x10 R.R. 12 I I II ro ._ @ I G" O.C. 10 I I I I I I I I I I I li I I I ! o _ I PO2x 10 R.R. PORCH ROOF LUU j > 1 2 BELOW = --�, @ I G" O.C. a- n �!p I I I I ROOF GUTTERLn - � -- j _ 1'0" HOUSE III l' SECTION - - -- I --- ---- - --- -- - -- - ------ -- - - -- - -o---- - ----- - -�.I -_-_=1 1-�---- ----- ---- - i I CL L to LU SECTION i I - - -- --- --- -I N } N 3 III LEADER DER I I I I I - SECTION i I I I I EXTE I II I NS ON I I i I I' l i I I I I III i i i I I GRADE L - - -- - -- - - SOI-L � RA- .Y+ , IL ml L L 11 , I i 0.D L� [_Ej I_E_ Ir-_A [I rr f�0 O F F f�A M E PLAN -- --=--------- --- =.1 -- - -- - - — - -- ----- -- - ---- - - - - - - .1 PR TE z - --- -- ECAST CONCRE �, LEACHING RING - - 8-0 O,x DEPTH CALCULATED C TYPICAL LEADER ELEVATION / SECTION U a� J[� L,1 r' Not to Scale W c Fa �E1 RUNOFF NOTE: Gutters continuously around; W y Leader locations as per } Installer - all leaders drain to 3 CLEAN SAND GRAVEL 4" O PVC pipe to new drywells. F) z 0 U = z � Q z OF N k 1^ • � U �W �} Z t,� W s PAGE: �OFFSSIOQIP\' 8 UNAUTHORIZED ALTERATION OR ADDITION TO TM15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N.Y.5. EDUCATION LAW NAILING SCHEDULE 118" LVL RIDGE; O SIMPSON C520 � NO 2©16 WOOD FKAr^E CONSTRUCTION MAN'JAL CONNECTOR(TYP. ALL) N u ARCHITECTURAL ASPHALT JOINT DESCRIPTION NAIL QUALITY NAIL SPACING z GENERAL WIND PROTECTION CONNECTION NOTES 12 � Q N z Adapted from Standard for Hurricane Resistant Residential Construction; 55TD ROOFING WITH 15# FELT ROOF FRAMING - - - RAFrLR TO'I OF PLATE €OE NAILED D o"v,'ALL:3-fid PER RAPIER I 0-99 and 20 18 SBC High Wind Edition Wood Frame Construction OG 2x� 6 OVER C CDX PLYWOOD z ��O O/�R WITH ICE WEATHER SHIELD _ w €0'-C°WALL 3-6d PER RAF;ER Fasteners and Connectors for Wood Frame Construction CEILING JOIST TO TOP PLATE TOE NAIL`_[) &-O"Al 3-Hd PEP,sOI T 12 �� @ @ PERIMETERS VALLEYS U Q Iv-G"WALL;4-Bd PEP,JOIST 1 . A continuous load path between footings, foundations walls, floors, studs and 1„ 8� I i 4 ��: TO PARALLEL FAFTEK FACE NAILED GEE T ABLE 3.7 EACH LAP BOLT ALL CJ TO RR w/ 2- 2 CB 4° PLYWOOD SUBFLOOR CEILING J�,i r roof framing shall be provided. CEILING J0 15T L.AFS OVER FAKT;TIONS "ACE NAILED SEE TABLE 37 EACH LAP 3 ROWS WIDE � FACE NAILED GEE TABLE 3.4 PER TIF SIMFSON H7 CONNECTOR - -- COLLART'ET9 RA; ER 2, Approved connectors, anchors and other fastening devices not Included in 2x I O CJ @ 16 OG R-49 BATT INSULATION E3LOCKING To RAFTER TOE NAILED 2-5d EACH END the Standard Buildin Code, Section 2306 of IBC shall be used In accordance F.In? BOARD TO RAFTER END NAILED 2-1 Gd EACH E"•G g 3- 2x8 HEADERS ABOVE ALL with manufacturer's recommendations. 2nd FLOOR WINDOW UNITS; WALL FRAMING C520 STRAPPING TOPPATE TO TOP PLATE "ACE NAILED 2-1 Go PER.PLOT 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the MASTER BATH TOP PLATES 9'IN,TEKSECTIONs FACE"SAILED 4-1 Cd _€0 t%T5:-EACH SIPE weather or subject to salt corrosion in costal areas, shall be stainless steel or - TRIFLE WALL PLATE 8 7/8" > 2x4 INTERIOR STUD 5TJD TO STUD =ACE NAILED 2-1 Gd 2-`CYC hot dipped galvanized. HEAD ' TO tiEADE R. FACE '.AILED i 6d i 6"9 C ALONG G EDGEc 2xG" ACQ LEDGEF,BOLTED ABOVE WINDOWS; m o PARTITION; R-15 BATT -aP OP.e,oTTan PLATE T9 GTUD LNa NAILLD 2-t 6d PER 2x4 STUD TO HOUSE FRAME; PORCH HEIGHT AS SHOWN. <o LOFT �Q INSULATION WITHIN - ° 2x6 STUD FRAME EXTERIOR 4. Where windows and doors interrupt wood structural panel sheathing and RAFTERS SIT ON LEDGER THIS WINDOW HEADER g m 3-?GdPEP,2XG SPUD n WALL @ 16" O.C. w/ R-2 I BATT INSULATION, siding, framing anchors or connectors shall be- provided at the top and bottom FASTEN w/ H2.5 SERIES ! TIGHT TO PLATES o 4-1 Gd PER 2x5 STUD -Q g" CDX PLYWOOD SHEATHING, HOUSE of cripple studs, header studs, and at least one stud at each side of opening. 12 3 39TT9r r FLATS TO F C>CP,_iOIaT. 4I— ' O C WRAP t SIDING AS ON ELEVATIONS. cQ 13ANDJOL3T,END JO'ST,OR BLOC"IN-c FACE NAILED 2-1 Ga PER S~'OOT �6 o N R-13 BATT INSULATION FRAMING t INSULATION EXPOSED 7575 5. Ridge straps shall be attached to each pair of opposing rafters except where 2x5��@ 2- 1 1 Z8" LVL FLUSH BETWEEN 15t 2nd FLOORS 1x8 AZEK FASCIA$— THRU OUT SECOND FLOOR cQ FLOOR FRAMING � collar ties of I x6 or 2x4 lumber Is located in upper third of attic space and HEADER s p ,OIs,TO GILL,TOP ELATE,aRGIt;oER TOE NAILED 4-5d PERuci_.T attach to each pair of rafters. VENTED VINYL SOFFIT �. QC 11111I I e"TJI 360 FJ @ 16" OC PROVIDE CSI 6 FLOOR U 3RIDGING Ta J91sT TOE NNL`D 2-8d FAC, END G. Uplift connectors shall be provided at each rafter bearing. OVERHANG DIMENSION 8'-10 7/i G" TO FLOOR 5TRAFPING V 5LOC,QNG T9.391`;7 TOL NAILED 2-5d EACH END ,; � , -,- � 3-�Cd eAC�I BLOcr� AS SHOWN 5LOC.JNG TO SILL OR€O PLATE O', MAILED 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' U -EDGER,STRI`'TO BEAK! `ace NAILED 3-!6d EAC`i JOIST WALL PLATES RUN �_ --, `G EACJi J I of exterior corners. 3- 1 4"x 9 z" LVL HEADER; THRU OVER OPENING 4- 1 1 Z6" LVL HEADER � x OI_.: C::LEDGER 70 B`_-Ati: C ` NAILED l WRAP w/ I x AZEI FLUSH TO JOISTS, TECO. p 77 5AND JC,5T TO JOTS,' F_r1- NAIL=D Cd PERJCI_. POST WITHIN WALL AT WALL PLATES TO CONTINUE ANc J9i T TO SILL OR TO-PLA'E TOE NAILED 2-t 6d PER FOOT 8. SIII Plate to Foundation Anchorage: SIII plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x EACH END l COVERED N ENTRY OVER WINDOW WALL w/J L — ENTRY PORCH - OPEN TO ABOVE GREATROOM O HEADER ABOVE ROOF SHEATHING 1/6" washers. A minimum of one anchor bolt shall be provided within 6 to 12 - Q0 o m� � N � 00 4'PERII:rETER EDGE ZONE- I G"O,'C-G"AT PAI:EL EDGES inches of each end of each plate. Anchor bolts shall have a minimum embedment - o GLA55 WINDOW WALL 51 U,c-TJRAL PAN=LS. 5d AND AT IN-ERti_PIAT,E SUPFCK:S IN Thr-PANE-FIELD of 7 inches rn concrete/ masonry foundations. Anchor bolts shall be located 4< INT EPJORZONE- I C"C/C-G"AT PANEL EDGES AND 1 2"ATwithin 12 Inches of corners and at spacing not exceeding 4 feet on center. �= MANUFACTURER TBD 5d 1t4TER".".EDir1TE SUPPCKT5 11d TtiF_PANE FIELD `OP.ROOF G 1EATtiING WITHIN�}'-G"9F T NE FEPJnt,ETER EGt,_C`7hE 'oOF,INC_LiDIN� 4'-O"ON EACH S'DE OF 7HE R: 0=PEAS,T E 4'-0"PER tv ET ER BLUESTONE SLAB FLOOR or LDGE zOI.E ATTAC-it��ENT RFQJIs.EKIFt>Y5 SHALL eE°,JSED. MASONRY A5 SELECTED 4 "x6 STK CEDAR DECKING 4" PLYWOOD SUBFLOOR DESIGN LOAD CALCULATIONS w/ PRE FINISHED WOOD FLOOR PROV. H4 CONNECTOR 4" POURED CONCRETE SLAB _ CEILING SHEATHING I x 12 AZEK RIM BOARD ON COMPACTED FILL WITH GYPS if,�G",•'ALLBCARP 5d COOLERS 7"EDGE( I C."FIELG MINI:'�1UM I.�rJIFORMLY DtOTRt3UT5t7 LIVE LOADS(Ihyf) W.W.M. 6 X 6/ I 0 x I 0 I I g"TJI 360 FJ @ 16" OC �- 2x I O ACO DJ @ 16 WALL SHEATHING EXTERIOR BALCONIES 60 GAUGE WIRE R-19 BATT STKUCTJRA_PANELG t laa.Gar;.R „nr_a DECKS 40 3- 1 1 Z' LVL DROPPED 3" ROXUL /2" 3"EDGE/e"FIELD (.i 2'5e i.5"L.x.7/1 6"nead) ATTICS WITHOUT STORAGE 10 GIRDER - x GIRDER �, r 8" POURED CONCRETE NOTCH POSTS BOLTED THRU POST W/ I €ga.Galy.Roo';n, nail ATTICS 4'tifTH STORAGE E 40 2s132„ 3"�D,�E/C°F E r FOR GIRDER o (2) -2" CARRIAGE BOLTS {.I 2'k1.75"L.x.3/5'""ead) , FOUNDATION WALL v ROON45(0T::FRTHAN SLEEPING R:.Om, :,) +O I'-4"X 8" d. FTG.; PROV. 3 z" DIAMETER STEEL LALLY BASEMENT - W FIFE=5aARD PANELS 7,'1 6" 6d 3"EDGE/01 FIELD 2:;32" 5d 3"EGGS/6"FIELD SLEEPING ROOMS 30 2- #4 REBAR IN FOOTING COLUMN BURIED IN -� CONNECTOR N R(TYF GYPSL t,.°'�:ALLF BARD 5d Co9LERG 7"EDc-E; €c'FIELD 24"x24"x 12" POURED UNHEATED, UNFINISHED CONNECTOR(TYP) (TYPICAL ALL AREAS) O 4'ELLE Zot:w- I O' C C-G°AT FA<.EL EDc-_�AND 1 2"A7 CONCRETE FOOTING F A E GxG ACQ POSTS ON 12" _ HARDEcrARG 5d r.TER^✓-DIA1ESJFPOKT5IN THE PANEL FIELD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BRING FILL UP AS NEEDED 50NOTUDE w/ POURED II TER,ICR ZO"IE- 1,G`Ci-C-6"AT PANEL EDGES AND 12"A PORCH; COMPACT ACCORDINGLY 5d Ir:i EPh'"DIAiE u•JF'I'CsR'="��IN tttE FA"JLv`I°.LD GROUND SNOW LOAD 45 Ire_ TO LEVEL GRADE UNDER NEW - CONCRETE FOOTING W L3.,S€C'"✓Ir<D SPEED 30 n;,h 20"x 20"x FLOOR 5HEATHIN� K z BEFORE POURING SLAB TYPICAL DECK FOOTINGS STRUCTURAL PAH`_L5- I"OR LENS 5d G"EDGE! i 2"FIELD5Exr�osure Cateraoi��, SEISMIC. DESIGN CATEGORY B INSTALL FLASHING OVER HOUSE 4" POURED CONCRETE SLAB °"""'EAT HER'rtG SEVERE WRAP FROM BASE OF SHEATHING ON COMPACTED FILL rini'irg recl_;remcrzts are haled or:iva'.l 5hco -,, _j railed C ir"4he5 O.C.at t1he pro ed le. If°:all 51heat3 i o IE- a!ed 3 nc�,c5 O.C._ .'re .;el edge to ol-talnr AND RUN UP WALL MINIMUM 2'-0" cr shear ca,.act•es,r..:;I:K ;eu•:remc tw f str r_k ral,rer`^Fr=-41 he da led,e al FPOST t_Ir€E DEFTri 3'-Q" TERMITE MODE-.ATE To HEAVY PRIOR TO POURING SLAB v;Al Fheath;fJ:s cc'ntiru'o.s i-r;c� ca?recteu rremhers.ti"e tahrlakeu n n%cr of no-E-0--ill he Permitted to he rcauced to €-1 Ed nail per fcrt. ICE BARRIER REQU'RED YES GENERAL NOTES: • ON "All The information on this ser of construction documis to relate basic design ELECTRICAL NOTES: B U I LD I N I ents - - - - - intent and framing details. They are intended as a construction aid, not as a SCALE. Iii = I -O" -- - --- substitute for generally accepted good building practice and are in compliance with 4 • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include current 2020 New York State Building Codes and the 2018 IRC. The general contractor mstallation of fixtures*specifications as in,icated on plans. Light fixtures to be supplied by is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and weatherproof completed product. owner and installed by contractor. GFI ou:fets required at bathrooms and exterior areas. Install all outlets as per code. All work is to be done in strict accordance with the New York State Code LU • General contractor to coordinate all subcontractors, scheduling of work and a- Ln by a licensed electrician. Ail new switches�outlets to be Leviton, Toggle, supplied 4 installed interaction between trades. by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and Z„ r • The contractor is responsible for ensuring that all work and construction meets provide wiring as required for gas fireplace and cooking appliances. 118 LVL RIDGE; or exceeds current federal, state and local codes, ordinances and regulations, etc. 51MP50N C520 O These codes are to be considered as part of the specifications for this building plan. Lr FRAMING NOTES: CONNECTOR (TYP. ALL Ln ition CX15t5 hat a5 • If in the tourd of cong5,te co he failto follow the which rk a dunotify continue work, Lu ndicated on these drawin s, the contractor shall sto work and note the deli her All lumber is to be Douglas Fir#2 or better at 16"on center ! I' IN Lu the engineer immediately. Should ep N he shall assume all responsibilii:y and liability arising therefrom. • All wood framing in contact with concrete or masonry is to be pressure treated. ACC'designation • Dimensions take precedent over scale - DO NOT 5CALE DRAWINGS. refers to current arsenic-free treated wood standards and shall take the place of CCA' 2x10CT@ 1G" O Z 0 • The designer has not been engaged for construction supervision and assumes no All TJI's are to be installed m accordance with the manufacturer's s ecifications and shall include / l responsibility for construction coordinating with these plans, nor responsibility for p - construction means, methods, techniques, sequences or procedures or for safety squash blocking web stiffeners at bearing points on girders and other load bearing areas C� AT precautions and programs in connection with the work indicated. There are no 12 — Structural Steel ASTM A36- FY = 36 KSI z warranties for a specific use expressed or implied in the use of these plans. I 0 OGGF �I Zx I'',O RR 2x I O CT • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, VSO '( - � @ if 6" OC7 • Contractor to provide hardwired smoke detectors, with battery back up, and with � �F� it I'i UNFINISHED no intervening switches, on all floors and in each bedroom. Verify with local code etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be requirements as per Section P..3 17 New York State Residential Construction Code. nailed/bolted in accordance with the manufacturer's specifications. O m o j AREA OF � I m i� Ill SECOND PLR. Install carbon monoxide detectors as per code. „ • All floor sheathing is to be a AC type plywood, tongue groove and shall be glued and screwed to the floor Joists(6"O.C. edges $ 12" o.c. field) FOUNDATION NOTI-5: I • Solid blocking is to be mstalled every 6-0" max. or mid span of all floor Joists with spans exceeding 2x6 RAFTER PLATE R-49 BA T • General contractor to review plans, elevations and details to determine 6-0". Blocking is to be mstalled at all point load bearing points. ZIW intended heights of fmished floor above typical grade. Install double Joists under all partitions running parallel R-49 BATT I I g"TJI 560 FJ @ I G" OC Lz I'-0 3/16" • Footmgs shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. • All exterior wall headers to be as indicated on floor plans*sections and all interior Concrete shall be FC = 3,500 PSI @ 28 days headers are to be 2- 2"x 10" unless otherwise noted. All headers exceeding 5'-0"shall have a double U • Jack stud w,th a single king stud 4-on exterior walls provide double sill plate (typical). g" FIRE RATED DRYWALL • Concrete on 4"sand or gravel fill minimum, witl' 6x6 - 10/10 welded wire mesh ----- -'I • Provide insulation baffles at eave vents between rafters and soffit vents as indicated ON WALLS AND CEILING reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor --' on plans THRU GARAGE barrier. Welded wire mesh is to be placed in the top third of the slab and is to be adequately su orted b recast concrete bar su orts to assure that the reinforcement I G'-O"x 8'-O" OVERHEAD q y pp y p pp Exterior flashing is to be adequately mstalled at all connections between roofs, walls, is held in osition during concrete placement and fmisliin DOOR w/3- 1 4" LVL W p g p 9 chimneys, protections and penetrations as required by approved constrction practices. GARAGE I'I PANTRY DINING r HEADER ABOVE; - - • I lation oints are to be mstalled between the slab and the walls. Use reformed - z so J P C520 STRAPPING II' I - Joint filler that is to be cut I/2" below the slab surface and the resulting Joint is to be filled FLOOR PLAN NOTES: _ o (ENTRY JI i with an elastomeric joint sealant. --- W • General contractor to install cop-r-tex (or copper) sheet metal termite shields Dimensions shall take precedent over scale drawmgs, DO NOT SCALE DRAWINGS III Q — between all wood surfaces that are exposed to concrete or masonry surfaces. • All interior walls to be covered with�"gypsum board with metal corner reinforcing. All ! (/ • LU Dani exterior of foundation wall with a bituminous coating; Foundation drywall products, including gypsum board, screw,Joint compound, tapes trim Shall be U.S. - - Gypsum Co. or approved equal. All Joints shall receive 3 coats of Joint treatment. Sand final excavation upon approval of building department inspections. p PITCH SLAB TOWARDS coat to a uniform smooth surface. All walls, ceilingand interior of closets to be taped and ____ __ ___ 3 DOOR spackled, 3 coats, ready for paint. @ g"/ FT. Q z PLUMBING � HVAC: NOTES: • Interior paint to be Benjamin Moore,walls "WHITE DIAMOND"and ceilings white, unless g Q Q) otherwise decided by homeowner. All interior trim *mouldings to be satin"white diamond". 4 POURED CONCRETE SLAB CRAWL SPACE io • All plumbing work shall be done by a duly licensed plumber and must conform and adhere ON COMPACTED FILL WITH to all New York State building codes*safety requirements. Insulation ratmgs and installation locations as indicated on floor plans t sections. W.W.M. Gx6/I Ox 1 0 GAUGE WIRE Q o z • If wall plates or joists.are cut during the installation of plumbing fixtures or equipment • Interior doors to be solid core wood; style to be determined. Interior trim to be m BASEMENT contractor must provide appropriate bracing to tie framing back together. I x4 casings with a sill and backbands; Metro Collection MCB5 12 base moulding. • Plumber to supply and mstall tankless, on demand hot water heater. All bath t-kitchen area walls and ceilings adjacent to wet areas to have water resistant • Plumbing fixtures to be supplied by owner, installed by plumber. drywall, and provide cement board for all areas set to receive tile. FOOTINGS TO BE • Mechanical subcontractor is responsible for adhering to all applicable codes and Kitchen to have countertops as selected with ceramic tile, subway backsplash; all baths to have ceramic tile floors and surroundGRADE s as selected by homeowner. MINIMUM 3'-O" BELOW safety requirements. GRADE OF � • HVAC subcontractor to fully coordinate system data t requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, BUILDING SECTION II R it owner and equipment supplier for final review t-approval. SCALE: -0" 70 • Mechanical system to be 3 zone with damper controls on second floor. Include °' 0 r optional hydrating air system within. `Y 4u <u HVAC to vent all dryer*cooking exhausts. • °FF sloNPPAGE: 9 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7203 OF THE N.Y.S. EDUCATION LAW O 7 N O .% N p a Lo N 118" LVL RIDGE; SIMPSON C520 U HIGHEST RIDGE Z CONNECTOR(TYP. ALL) J I I a LVL RIDGE; Q SIMPSON C520 2x6 CT @ 32" OC p p CD U Q CONNECTOR(TYP. ALL) BOLT ALL CT TO RR w/ 2-2" CB ARCHITECTURAL ASPHALT - ROOFING WITH 15# FELT OVER gl CDX PLYWOOD 12 WITH ICE WEATHER SHIELD 1OC II p��� +� 12 O� 10 @ PERIMETERS t- VALLEYS O I r , � � II .i' I J ATTIC ATTIC i Lo /� 2x I RR 16 OC I�� Q I II ,.�, BOLT ALL CJ TO RR w/ 2-2 CB � 51MP50N H7 CONNECTOR R-4� BATT / R-49 BATT I x8 AZEK FASCIA, CENTER I I I 1 2nd. FLOOR CEILING BEADED VENTED VINYL 2x 10 CJ @ 16" OC 2x 10 CJ @ 16" OC SOFFI T OVERHANGS HANGS VARY ca II _ s R-49 BATT 2nd. FLOOR WINDOW HEADERS TO ENSURE ALL FASCIAS ALIGN DOUBLE JOISTS @73 75 DIRECTIONAL CHANGE �r . TYP. BOTH SIDES U O 3- 2x8 HEADERS ABOVE ALL 2x4 INTERIOR 5TUD PROVIDE R-1 5 BATT R 2nd FLOOR WINDOW UNITS; MASTER PARTITIONS TI" GYP. BATH INSULATION WITHIN �1 S E BOARD EACH 51DE STUD FRAMING COMMON C520 STRAPPING UNFINISHED AREA OF VII q O 2- 2x8 HEADERS ABOVE TO UNFINISHED AREA. ,' N m M015TURE RESISTANT SECOND FLOOR Z 3 N �' ro ALL INTERIOR DOORS GYPSUM BOARD INz" DRYWALL TO FINISHED jiL- _ I'll D x (\ 9N BATHROOM AREAS SIDE. - U ch PROVIDE C51 G FLOOR -2„ R-13 BATT INSULATION L Ln TO FLOOR STRAPPING 4 PLYWOOD SUBFLOOR BETWEEN I st 21nd FLOORS z O 2nd. FLOOR 5UBFLOOK w/ PREFINISHED WOOD FLOOR 15t. FLOOR CEILING 3- 2x 10 HEADERS ABOVE ALL • I st FLOOR WINDOW UNITS; I I a TJI 3GO F.J. @ I G" O.C. CS20 STRAPPING Z 15t. FLOOR WINDOW HEADERS FLUSH w/JOISTS ---- II -- - - L HEE 2x6 STUD FRAME EXTERIOR IF WALL @ 16" O.C. w/ R-21 BATT INSULATION, _ r--- r� Tj �! ! 1 � i I J !1 'll III II CDX PLYWOOD SHEATHING, HOUSE �'; '! „ I I $ 51DING AS ON WRAFPSUM BOARD ON INTERIOR BEDROOM GREAT ROOM KITCHEN - - - 2 m I i III I I 2xG ACQ SILL PLATE � III ! III III � 1 I OVER TERMITE SHIELD OVER SILL SEAL; W R PROVIDE SIMPSON C520 " PLYWOOD SUBFLOOR R-19 BATT W/ LPT4 CONNECTORS 3' ROXUL- I st. FLOOR SUBFLOOR w/ PREFINI5HED WOOD FLOOP Q - - - — - 1 1?"TJI 360 F.J. @ 16" O.C. -. - --- FOUNDATION SILL PLATE o s --- ---- ----------- --- ------- -- -- -- ----LaJ • N e DIAMETER ANCHOR BOLTS _________ _ AVERAGE GRADE W/7"MIN. DEPTH @ 48" O.C. 3- 1 1 8" LVL DROPPED GIRDER ----- -=-- ---- - - - W W/ MIN. 3"X3"x-" WASHER @ PLATE z PROVIDE BEAM POCKET IN 3 2' DIAMETER STEEL LALLY FOUNDATION WALL; SIZE COLUMN BURIED IN N ° AS REQUIRED *TAR ALL BASEMENT 24"x24"x 12" POURED SIDES (TYP. BOTH ENDS) CONCRETE FOOTING, TYPICAL ALL LOCATIONS 8" POURED CONCRETE BASEMENT SLAB FOUNDATION WALL WITH 11 ' KEYWAY$ 1'-4"X 8" FOOTING; FOUNDATION FOOTINGS PROVIDE 2- #4 REBAR WITHIN WALL • A 4" POURED CONCKr AND FOOTING. DAMP PROOF �E SLAB ON COMPACTED FILL PERIMETER OF ALL AREAS 'NOTE: CONCRETE SHALL BE = 3,500 PSI @ 28 DAYS BUILDING SECTION 11D11 FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITHIN SCALE: 4" = I '-0" BEARING CAPACITY OF W 1.5 TONS PER SQUARE FOOT Ln in O " n ry v 118" LVL RIDGE; Lu� 51MF50N C520 Lu -- - -- - ------- --- } I --------- ---- ---- - - CONNECTOR(TYP. ALL) N -- -- ----- - I I Q 3 z 4"0 ROOF BOLT ALL CT TO RR w/ 2-2" CB ROOF U VLNI - 2x 10 CT@ U 14 - - z 12 OG ARCHITECTURAL ASPHALT 12 ROOFING WITH 15# FELT ATTIC -�--- �� OVER 5" CDX PLYWOOD ATTWITH ICE $ WEATHER SHIELD _ o UNFI NISHED, U HEATED @ PERIMETERS VALLEYS BATHI 4 1 ---- 2+ j { j 51MP50N H7 CONNECTOR I ° 01 1/2 1 11 1/4 41 1/4 1 1/2 1 I II I 2x6 RAFTER P TE I °1 � I I x8 AZEK FASCIA, CENTER w I p I BEADED VENTED VINYL 4" PLYWOOD SU FLOOR 5HgWER I _- ` _ ` ` - SOFFIT; OVERHANG VARIES I I Z"TJI 360 FJ 16" OC -- 1 `FASCIAS TO ALIGN a @ 3- 2x 10 HEADERS ABOVE ALL J1 SECOND FLOOR - —- 10 3/16" 0 s 2 va a 2 I R-49 BATT INSULATION 15t FLOOR WINDOWS $ DOORS c.o I 1 a I III 2xG STUD FRAME EXTERIOR QR_AS_�ALLQ OUT_ON_PLANS; a INSULATION,�" CDX PLYWOOD S�QT#'�A(PING.--- _ WALL 16 O.C. w/ R-21 BATT - KITCHEN BAT I _ __ �A�}{tDP` ( BAH 2 BATH I I 8 DRYWALL _ SHEATHING, HOUSE WRAP t HARDIE W I I I I I I ALL AREASZ - I- I I 3" FIBER CEMENT SIDING PANTRY MUDROO,✓1 i 1 1/2 1 TAA 1I 1/2 1 1/2 TI 1/4 TI 1/4 F.A.I. va} li va bi 1121 o a va 114 �i vz I i 1 2x6 ACQ SILL PLATE q o W NK D W LAV b w M LAV 1 OVER TERMITE SHIELD ` = ---- SHdWER OVER SILL SEAL; I FIRST FLOOR PROVIDE SIMPSON CS20 z zva a z va a s z u4 a W/ LPT4 CONNECTORS 4" PLYWOOD SUBFLOOR LU C.O a To 5uFFOLK COUNTY DEPT of w/ PREFINISHED WOOD FLOOR 1 1 3 -------- - -- nEnTm sNP.vlcEs nPPRoveo �" DIAMETER ANCHOR BOLTS sPPTIcuNe. 8 1 1Z TJI 3GO FJ @ I GII OC F z 4"Cl.nou5E W/ 7" MIN. DEPTH @ 48 O.C. - rznP R-19 BATT W/ MIN. 3"X3"xgPLATE "WASHER @ -- o 3" ROXUL SLOPE" 1/4" PER FOOT PITCH TO DRAIN 8ZQ Uj " POURED CONCRETE CRAWL SPACE m FOUNDATION WALL WITH Z KEYWAY$ P-4"X 8" FOOTING; BA5EMENT PROVIDE 2- #4 REBAR WITHIN WALL * FOOTING. DAMP PROOF 4" POURED CONCRETE 5LA15 PERIMETER OF ALL AREAS ON COMPACTED FILL PLUMBING RISER DIAGRAM NOT TO 5CALE E OF NE n yO BUILDING SECTION 11C11 SCALE: 4" = I " '-0 ----------------- ---_ ----- --- —= f�." �� o PAGE: FE SIONP� 10 UNAUTI-fOF1ZE0 ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y-9. EDUCATION LAW O a� N O 41 N U' z u_i U Q TYP. WALL FRAME-REFER TO SECTION DETAILS NEW WINDOW: REFER TO PLANS FOR TYPE AND SIZE I X3 MIN. PRE-PRIMED TRIM AROUND EXTERIOR CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS OF WINDOW TYP. III, s 75 2 1/2" NO. 6 WD SCREWS CLI PROVIDE 1/2" SPACING TYP. AT 16" O.C. MAX. 3" BETWEEN THE END STUD UPPER SHEARWALL /;, I \ FROM END TYP. AND THE 2 OTHER STUDS BOLTS NOTCHED RAFTER FOR ALLOWING z N HOLDDOWN INSTALLATION CONNECT CORNER STUD I l i i 'I I/2 PRECUT STRUCTURAL RAFTER . ' TO TRANSFER SHEAR - - CORNER BRACKET ! 1 ! .I I / f ( � / ; o v ANCHOR PLYWOOD WINDOW PANEL �- m I TYP. FOR ALL WINDOWS RIDGE FASTEN WITH (2) 16d AND GLASS DOORS. o RIDGE ° COMMON NAILS @ 6" O.C. o 1 0 ri SIDEWALL ENDWALL \ — THREADED ROD SHEAR WALL CORNER CONNECTION ' DOUBLE PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING ANCHOR CORNER BRACKET uj KING STUDS BOLTS GLAZING PROTECTION DETAIL LOWER SHEARWALL NOT TO SCALE O CRIPPLE STUD SHEARWALL TO SHEARWALL = RAFTER HEADER SHEARWALL HOLD-DOWN DETAILS W z N.T.S. RAFTER JACK STUDS TOP PLATE j TOP PLATE �:�� N � � DOUBLE TOP PLATE WALL STUD 3/8" PLYWOOD SPACER TYPICAL HEADER WALL STUD _ TYPICAL HEADER CONNECTION OR AS PER PLANS 1 MT524C RAFTER TIE TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION I BY 51MP50N OR EQ. I RoUcy I I TYP. AT WIN, HDR. WOOD HEADER/ WOOD BEAM on, opOPIrS o REFER TO FLOOR PLAN jj IAT I G" O.C. AS PER PLANS 2ND. FLOOR WALL STUD �w (2) 2"xG" JACK 5TUD5 I' 2"xG" KING 5TUD5 DBL. TOP PLATE AT cj- f1EADER DETAIL (T'P TO BOTH 51DE5) SECOND FLOOR OK 2ND. FLOOR PLATE NOT TO SCALE AT SINGLE STORY SUBFLOOR WOOD JOIST O WOOD JOIST RIM BOARD I I 14"X24" 20 GAGE BLOCKING DBL. 2XG TOP PLATE I HEADER STRAPS TYP. N JOIST HANGER 1 1ST. FLOOR TOP PLATES TYP. I II WINDOW I AT 2ND FLR. EXT. Q z 4 GIRDER/HEADER — USE 8d COMMON NAILS @ G" I OPENING---�i WALLS11 11 L O.C. AT FIELD AND 4" @ 2"XG" WALL FRAME @ I G" O.C. 0 WOOD GIRDER j1 WOOD JOIST ! 1ST FLOOR WALL STUD EDGES -REFER TO PLANS 11= - = =1 1� z � - - FOR DESIGNATED AREAS I 114"X24" 20 GAGE 2XG BLOCKING TYP. I JACK STUD STRAPS TYP. AT SEAM AT ALL AT 2 SIDES OF OPENING JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER BLDG. CORNERS I TYPICAL MULTI-STORY CONNECTIONS 2XG STUDS AT — -- I G" O.0 . TYP. RIM JOIST 1 ST. FLOOR WALL STUD - 1/2" CDX EXTERIOR GRADE - PLYWOOD SHEATHING I 1/4"X24" 20 GAGE TYP HEADER STRAPS TYP. 1ST. FLOOR PLATE RIM J015T AS PER PLANS AT EACH STUD SUBFLOOR REMOVE EXISTING SHEATHING WALL STUD — WALL STUD 0 RIM BOARD AS REQUIRED TO APPLY STRAPS BOTTOM PLATE — BOTTOM PLATE WALUH FADER BATHTUB — I SUB FLOOR DOUBLE SILL PLATE NOT TO SCALE 77 W DOUBLE JOIST ; DOUBLE JOIST NAILING DETAIL (ELEVATION) U FOUNDATION WALL NOT TO SCALE W � m j co TYPICAL WALL STRAFPI NG DETAILS w o NOT TO SCALE z DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS � o U = z � Q z OF NEW h Lu 2`rFa • 05 X95 ��� PAGE: AROFESSIOP� I I UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF TME N.Y.5. EDUCATION LAW