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Home My WebLink About46115-Z mom- ��0�0 c Town of Southold 9/12/2023 P.O.Box 1179 0 53095 Main Rd �4,01 � or fr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44533 Date: 9/12/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1895 Pequash Ave., Cutchogue SCTM#: 473889 Sec/Block/Lot:' 103.-7-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/31/2021 pursuant to which Building Permit No. 46115 dated 4/22/2021 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,front stoop, covered porch, decking and breezway with garage as applied for. The certificate is issued to Brodsky,James&Hirsch,Huck of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1612 9/1/2023 ELECTRICAL CERTIFICATE NO. 46115 4/18/2023 PLUMBERS CERTIFICATION DATED 4/26/2023 e's Pemqbing&Heating Inc. u ori U ignature �o .SOFFQjjt TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C3 x TOWN CLERK'S OFFICE "may • � . SOUTHOLD, NY t 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#: 46115 Date: 4/22/2021 Permission is hereby granted to: Brodsky, James 1270 Skunk Ln Cutchogue, NY 11935 i To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1895 Peguash Ave., Cutchogue SCTM #473889 Sec/Block/Lot# 103.-7-15 Pursuant to application dated 3/31/2021 and approved by the Building Inspector. To expire on 10/22/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,388.80 CO-NEW DWELLING $50.00 otal: $3,438.80 Building Inspector pf SO!/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 �y�OUNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Brodsky Address: 1895 Pequash Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 46115 Section: 103 Block: 7 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Bob Burns Electric License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 21 Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 13 Wall Fixtures 16 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 58 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 57 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Step Lights-6, Gas FP, Fridge, Oven, DW, Micro, Mini Fridge, 200A Panel 42 Circuit Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: April 18, 2023 S. Devlin-Cert Electrical Compliance Form Town Hall Anrw;-;,c 54375 Main�a��i, � I�I�Ig � Telcpi�o�e(631).765,1802 .•' . - nm(8 1)7d 1 95'32 P.O.Box 117!!u Southold,New York 11! ]BUILDING PEPS:'"E''1!A NT .A" ERTIFICA I; ION - 1.2-61 Binding Pm-1:r,1t No. Owner: r 0 1--) S /C \ /0 9s— Pe i 7_ (Please pTi�l:ir;p Pliwnber. J , G e--� S �'i''�►$�`�- �1°Pfd I (Please prfixd) I ceJlis!r that the solder tusk:ci in.the mater supp" ;../stem contains le,&i:khan 2/10 brf 1%. lead (Plumbs l° St1lat ) . Swornto be1;avi-e me-this — . . day off i 20�3 Notary Public,,, c.x)r uuty EVE L.GATZ-SCHWAMBORN _ NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County ,y� Commission Expires Dec.24,20 a VJ 1� hoy��OF 30//lyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. comov, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [t FOUNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMIy /STR R2l C [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -6 ' s r Irl DATE INSPECTOR o�aOE SOUIyo! � � �"1 � r C��' lam-✓ �� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 I-N-SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ -']' FIREPLACE & CHIMNEY " ° [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL ENETRATIONELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: r a DATE ANSPECTOR ; `� �O��OF SOU,yo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] OUGH 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: Ti I tr'�t u I �a l�t.lo -fig C% faa-c,� 5�- re-ave-al ur S DATE $ INSPECTOR G' SOUTyO{o X1/41 # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULA,T�IrON/CAULKING [ ] FRAMING /STRAPPING [ FINAL 1 V� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ IRE REM RKS: :F v &J, f DATE �'I �Y INSPECTOR OF SOUlyolo 4 b IIS" # TOWN OF. S UTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] 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: .Lar iSk"d DATEINSPECTOR �� -� OF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 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) [ ] C 'DE VIOLATION [ ] PRE C/O [ ]' RENTAL RE ARKS: r S I v� c DATE ?/D - INSPECTOR Envelope Leakage Test Testing Company: Technician: Name, Energy Rating Service Inc Name: Matt Wahl POrpssr- 35 Tellar Dr Credentiels; R9,5NET Certified Islip TeMid6,New York 11752 -HERS Rater#2572845 Phone, 631-566-8439 Email; energyratingservice@yahoo.com Building Information: Customer Information: Project 10, 1895 Pequash Av Name', Address: PeqIjash.Ave Address: Peqmaah Ave Cutchogue,NY 11935 Cutchogue, NY 11935 Oeo-Tag Data; Latitude:41.4I3072 UMgitu&:-72.477097 Timestamp: 2023-04-26 13 Measured Leakage: 1.08 ACI150 Leakage Target: 3.00 ACHS Compliance with Leakage Target. ass Test ID: Final Purpose of Test: ACH50 2020 ECCC OF NYS (R402.4.1.2) Measured OFMA-50: 9-.2 W-4.$%) Eff ective Leakage Area: 29.0 int Building Volume: 40,516.0 W Enclosure Surface Area:.O.O ft2 Coefficient(C)- 34.8(+/-29.6%) Exponent(n),0.778(+/-0.082) Cof-,0140n,QW10-11pnt; 0,99034 Test Standard: RE$RE-T 300 Mufti-Point Test MP02t*Depressurize Test Characteristics: Indoor Temp:68 OF Outdoor Temp: 58 OF AltitUde.,34.0-ft Time Average Period, 10 second* Test Date and Time, 2023-04-2613:49:06 1000 900 800 700 0 Depressurize 600 500 cn 400 co _e ca 300 rn 200 100, 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: TitEW BldQ-(Ea) Fan jaa) Flow- "nfi Seselinip -40.0 -IOQ.Q 794.0 Ring B -60.0 -62*8 -61,.9 -216.2 870.6 Ring B -WO -We -34s9 -90J 56W3 Ring 8 -23.0 -;29.-2 -283 -70.1 498.0 -Ring-B -1510 -17,5 -16.6 -18115 308,3 Ring C Test Equipment: Flow Device:- Model 3,110V Fan Pressure Gauge; DO!000 -Serial'#:12828 Calibration Date;2022-11-18 Deviations from-Stanclard. 0 None Comments; None Report by TEC Auto Test!sU(148),0 2023 The Energy Conservatory,inc- P age 2 of 2 Tiderunner Engineering & Design, P.C. 7 Ridgewood St Bay Shore, NY 11706 (631)-839-4824 July 6, 2021 Building Inspector Town of Southold 53095 Main Road { D OVE Southold,NY 11751 - UU JUL - 82021 VVV� Re: Dampproofing Inspection Residence,Permit#46115 BUILD NG DEPT. 1895 Pequash Ave, Cutchogue,New York Dear Sir or Madam: On Wednesday, June 30, 20211 visited the site to inspect the damp proofing of the concrete foundation wall. My inspection has found that the damp proofing has been installed in accordance with the approved plans and the New York State Residential Code. The framing can now be installed. If you have questions please feel free to call Sincerely, '%�,cjf NQ/1, �'`o��S SC HW4��.r Louis Schwartz,P.E. r W 2 2J' 77006 ��p�OFESSIflN�� Tiderunner Engineering & Design, P.C. 7 Ridgewood St Bay Shore,NY 11706 (631)-839-4824 June 24, 2021 Building Inspector Town of Southold _ 53095 Main Road l Southold,NY 11751 f JUN 2 4 2021 LL Re: Foundation Inspection %T �'nINC DEPS'. Residence,Permit#46115 1895 Pequash Ave, Cutchogue,New York Dear Sir or Madam: On Thursday,June 24, 20211 visited the site to inspect the poured concrete footing and the concrete foundation wall. My in inspection has found that the footing and wall have been installed in accordance with the approved plans and the New York State Residential Code. The damp proofing can now be installed. If you have questions please feel free to call SOF 14EW YU �P� S SC HW 4 Sincerely, � " a Louis Schwartz,P PRO FESS Tiderunner Engineering & Design, --P-'-C', EC E HE FEB 2 'z 2V BUILDING DEPT. TOWN OF SOUTHOLD 7 Rbdgewood St Bay Shore,NY 11706 (631)-839-4824 February 20,2022 Building Inspector Town of Southold 53095 Main Road Southold,NY 11751 Re: Rough Plumbing Inspection Residence,Permit#46115 1895 Pequash Ave,Cutchogue,New York Dear Sir or Madam: On Thursday;February 10,20211 visited the site to inspect the rough plumbing in the house. While there I witnessed the system being filled with water and pressurized. No leaks were noted. All of the plumbing meets the requirements of the 2020 NYS Residential Building Code and the 2020 NYS State Plumbing Code:-- Insulation ode:-Insulation can be installed on completion of the rough electrical inspection If you have questions please feel free to call of NEW ro Sincer �'`oJ�S SCHW4, r w Louis Schwartz, ��J'Fo 77006 p�'OFESS�Q�a� FOUNDATION(1ST) WrpmAWlAJT.=W#T ROUGH FRAMING& A "CIF PLUMBING =07,am,� MOM- INSULATION PER N.Y. STATE ENERGY CODE Isi��l�%j_'►`.�.� . 1.n� rte: El VIE i r ��QSufFoc��o TOWN OF SOUTHOLD,-:BUILDING DEPARTMENT Town Hall Annex 54375 Main Road.P. O.Box 1179 Southold,NY 11971-0959 m. ay , fl� 1 a Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT for Office use Only PERMIT NO. Building Inspector: _.y - N 0 J 1 8 2020 Appl�catinn3 antl fours must be filled out'n their entirety Incomplete appl�cations will not beaccepfed ;Where the A-p pt u not the owner, Owner's Authorization form(Page Z)shall be completed. .r r.. . ' Date: i I I r f l 20 ,> fl1NNER(S)OF PROPERTY• E _ � �r r{�}' � - Name: .. I ` SCTM#1000- C -c)-i Is Physical Address:., Phone#: YY\ Email: n4L(�� .kty..: _ �'t�_� !-,.•lt1_- - Mailing Address: _1,_A N-P===C.�, _ u e.._. -( -k vCi CONTACT PERSON - f„ Name:, Mailing Address: , - Phone#: � ..,._ ..�.. -.2-21.�. -.._...:.r_ _:._.__.,.._.:.-.,.•.-•-:.:._._. Email'.-��f1��b�S�`"�..:�.�f��-•.C'c3:��.: :;DESIGN PROI:ESSIONAL,INEORMATION = t Name: F Mailing Address: , Phone#: Email: __��-�_�.=_10��-1f�==-_�=1(w_:=��-1w✓g.(©,�____=�u,_�=:_�_��.�,._,____ ...�:.____,�:___:_ ��{L�.-�'tu..�w�.1!1iP�.._iso_i�ti�\.�..___..::,.--.__,,:,___� CONTRACTOR INFQRMATION:' z Name: Mailing Address: Phone#: Email: DESCRIPTION OE�PROPOSED CONSTRUCTION r f _ 4- New Structure ❑Addition ❑Alteration'❑Repair ❑Demolition Estimated Cost of Project: ❑OtherS So C)3 0C)r7 Will the lot be re-graded? Dyes Rko Will excess fill be removed from premises? 94es ❑No 1 MX OPERT yINFOR Existing use of property: intended use of property: --- --------- -------------_.__.__------- -- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r this property! []Yes No IF YES,PROVIDE A COPY. CCheck BOX AftC'r Reading he o "V d"A"Wap qmpom.*for, ,.! provided Comm d Chapter 236 of the T 66APPlJCATION iSrHER for the-*joceotoobadln -Pam- 9 ft.pursw York and............... egu Ap additions,alterations orfor removal of W6r rfii 406 iiA tMk"Wmia�d* Me56 building lcimdk' regulations(rousing code"arid SW npc", Y Cspec bomfp_: *i& ' n Un f tfie iYew York State Pena!Law: Application Submitted By(print name)-,_A,.X bk�&e. ❑ElAuthorized'A nt, M��nelr ge Signature of Applicant Date: ji STATE OF NEW YORK)" COUNTY OF C IM vo�(5 d L41 being duly sworn,deposes and says that(s)he is the applicant,, (Name of-indMdUal signing contr6k)above named, (S)he is the (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.i.n this s application are true.to the best of his/her knowledge and belief;,and., that the work will be performed in.thi manner set.forth in the application file therewith. Sworn before me this day of N oqcm ID -C 20 c -Notary Public A-LUCAK PROPERTY OWNER AUTHORIZM -REBECCAPublic-state of New York (Where the applicant is.not the owner) No-diLU6386882-" Qualified in Suffolk County , my commissii.)n rzxplrEs Feb.,04,2023 residing,at do hereby authorize to apply on, my behalf to the,Town of Southold Building Department,for approval as described herein. Owner's Signature Date Print Owner's Name 2 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 roderr@southoldtownnv.gov �-,seand a@southoldtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6L712-1 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net Address: PO Box 1061 Southold,NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name: Brodsky Address: '1895 Pequash Ave Cross Street: Dartmouth Place Phone No.: Bldg.Permit#: 1� email: Tax Map District:. 1000 -Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wiring for house,service Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On.. (Y1gt,QQ� pTemp Information: (All information required) Service Size 1 Ph 3 Ph Size: 200 A # Meters 1 Old Meter# Service Fire Reconnect- Flood Reconnect- Service Reconnected - nderground Overhead derground Lateral 2 H Fram Pole Work done on Service? Y N Additional Information: Wiring for new residence,ZOUa underground-service,H frame or�empwe� .PAYMENT DUE WITH APPLICATION JUN - 7 2021 qg R Request for Inspection Form.xls 1,''.. , �' o�g�fFO(,�coG o� y4 BUILDING DEPARTMENT-Electrical Inspector y x TOWN OF SOUTHOLD 20 • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �Ol ,xr dao Telephone(631) 765-1802-FAX(631)765-9502 Temporary Certificate # TDate 2021 Customer Name `jam Electrician NameZr Address f qJQV CVrrlyPhone L[ e-mail e-mail c,► ® ® PA4tyo Phone License# Size 7=A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 s from the dat above. Authorized by �_` BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD �{ Town Hall Annex- 54375 Main Road - PO Box 1179 { - Southold, New York 11971-0959 I o; � Telephone-(631)765-1802 - FAX(631) 765-9502 = . ' rogerrCa.southoldtownny-.gov.�:seand(M-southoldtownny.gov. f APPLICATION FOR ELECTRICAL INSPECTION. j ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: ,. Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline:n6t i Address:.. PO Box 1061 Southold,NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) . Brodsk Name:. .. .. 1 95 Pe dash ve .. . ... Address: q ..: .:_:_._:.:_..._..:._ .�. . Cross.Street: Dartmouth Place Phone No.:.... BIdg:Permit#: y�//S' email: .Tax.Ma .District p - BRIEF DESCRIPTION OF WORK (Please Print Clearly). Wiring for house,service Circle All That Apply: . Is job ready for inspection?: YES / NO Rough In Final y p Certificate?: YES NO -�: Do you need a Tem Certif Issued On;..:::Q.�l_y_1.Ci�4QQ�,=_;.,:. Temp Information:. (All information required) 200 A # Meters ._. . Old:Meter#:. _. . 'Service Size :1 Ph 3 Ph Size::.:: . :. ew Service. Fire Reconnect-Flood Reconnect- Service Reconnected - nderground Overhead # Underground Lateral . 2 H Fram ,,P'ole Work done on Service? Y N Additional lnfoimatiow Wiring for new rest ence, a un ergroun service, rame 6_ em=p`p we ,PAYMENT DUE WITH APPLICATION ;:.` �a5a a0 JUN - 7 2021 Request for PERMIT # Address:- W W' r s� Switches t Outlets f x, 1 III GFI's Surface Sconces H H's UC Lts Fans . 'Fridge -. .HGf/'`�f�"�� . Exhaust ; f Oven ..� W%D Smok8s, 11' DW Mini I .... '.:'Carbon :. ......... .Micro;; Generator Combo Cooktop _._-.. Transfer AH Hood Service.. ._ :... .. 'Amps 'Have Used _) C� Special: Comments. c r FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE:December 2, 2020 AMENDED:December 8, 2020 TO: Jim Brodsky(Cassimatis) 1270 Skunk Lane Cutchogue,NY 11935 Please take notice that your application dated November 18, 2020: For permit: to construct an accessory garage in conjunction with a new single-family dwelling at: Location of property: 1895 Pequash Avenue, Cutchogue,NY County Tax Map No. 1000—Section 103 Block 7 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed accessorygarage, on this conforming 40,000 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III Section 280-15, which states; "accessory buildings and structures shall be located in the required rear yard." The garage is located in the side yard of the proposed single-family dwelling_ This Notice of Disapproval has been amended to reflect the revised survey received on December 7, 2020. Authorized Signatu Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. r BOARD MEMBERS ®F S®(/ Southold Town Hall Leslie Kanes Weisman,Chairperson h®�� Tiy�lO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • COQ 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento ®l,Y�,®U Southold,NY 11971 http://southoldtownny.gov RECEIVE® ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 01 Tel.(631)765-1809•Fax(631)765-9064 V M A R 2 42021 // Ssou hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINA MEETING OF March 18,2021 ZBA FILE:#7466 NAME OF APPLICANT: Jim Brodsky and Huck Hirsch PROPERTY LOCATION: 1895 Pequash Avenue,Cutchogue,NY SCTM#1000-103-7-15 SARA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru 25, and the Suffolk County Department of Planning issued its reply dated January 7,2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION:The subject property is a conforming 40,000 square foot parcel located in the R-40 Zoning District. The northerly property line measuesl84.33 feet,the easterly property line measures 217.00 feet,the southerly property line measures 184.33 feet and the westerly property line measures 217.00 and is adjacent to Pequash Avenue(aka Fleet's Neck Road). The property is currently vacant. A survey has been prepared by John T.Metzger,LS,dated December 10,2020,to show the proposed property improvements. BASIS OF APPLICATION: Request for Variance from Article III, Sections 280-15 and the Building Inspector's December 2, 1010, Amended December 8, 2020 Notice of Disapproval based on an application for a permit to construct an accessory garage in conjunction with a new single-family dwelling; at 1) located in other than the code permitted rear yard; located at: 1895 Pequash Avenue,Cutchogue,NY. SCTM#1000-103-7-15. RELIEF REQUESTED: The applicant requests a variance to construct an accessory garage in conjunction with a new single-family dwelling to be located in the side yard instead of being located in the code required rear yard, as shown on a survey prepared by John T.Metzger,LS, dated December 10,2020. ADDITIONAL INFORMATION: One neighbor testified at the Public Hearing and voiced concerns for her privacy, and asked the applicant to consider planting landscape screening between their adjoining properties. The applicant was asked if amending the design to conform with the Town Code's requirement for a maximum size breezeway of a Page 2,March 18,2021 #7466,Brodsky SCTM No. 1000-103-7-15 80 square feet in area, or to possibly attach the garage to the dwelling would be acceptable. The applicant did not wish to change the proposed design. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 4,2021 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed plans show a 180 square foot breezeway connecting the front yard to the back yard with the roof line contiguous from the dwelling over the breezeway to the garage. Town Code does not allow a breezeway to be more than 6 feet wide or larger than 80 square feet in size. Due to the requested oversized 180 square foot breezeway,the garage then becomes an accessory structure in a side yard which is not permitted by code. While the visual impact of the proposed design on the streetscape is not significant, the precedent set by granting variance relief would be substantial because it would effectively permit accessory structures in a side yard,in contravention of the existing code.Additionally,garages on Pequash Avenue are generally attached to principal dwellings. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue,other than an area variance. The applicant can reduce the size of the breezeway or attach the garage to the dwelling which would eliminate the need for variance relief. 3. Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code. The proposed garage, if attached to the dwelling, or connected by a code conforming breezeway, could alleviate the need for the variance relief requested. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law§267-b(3)(b)(5). The difficulty been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 5267-b. Grant of the requested relief IS NOT the minimum action necessary to enable the applicant to enjoy the benefit of a breezeway connecting a residence to an accessory garage while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora,seconded by Member Lehnert and duly carried, to DENY as applied for Vote of the Board: Ayes:Members Weisman (Chairperson),Acampora, Dantes, Lehnert, and Planamento This Resolution was duly adopted(5-0). At ' Page 3,March 18,2021 #7466,Brodsky SCTMNo. 100 -103-7-15 Leslie kednes Weis an, Chairperson Approved for filing 3 /7 /2021 Suffoik County Dept"` f, Labor,;Licensing 8 ConsumerAffair' e 'S' HOME IMPROVEME4'616ENSE Name..°aC WEST," ' ;'til' _ r •-�` ;:'.',,i„`;,,::�,°'• Busineiis'Narrie:, This certifies•.that the\ `liearer.isduly.licensed` WEST:WAYCARPENTRYCOBR,,',;;)'.;::: Liy the County of Suffolk License Number:H=47621 r Rosalie Dra90'. Issued.. 06/17/2010 Commissioner expires 06101 Generated by REScheck-Web Software Compliance Certificate Project New 1 Story Residence Energy Code: 2018,16CC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned floor Area: 3,01,9-fi`t2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1895 Pequash Ave Huck Hirsch Louis Schwartz Cutchogue, NY 1895 Pequash Ave Tiderunner Engineering&Design Cutchogue,NY 7 Ridgewood St Bay Shore, NY 11706. Compliance: 9.4%Better Than Code Maximum UA: 456 Your UA: 413 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area, Cavity Cont. or 11.11-Factor UA Ceiling:Flat Ceiling or Scissor Truss 1,019 30.0 0.0 0.035 106 Wall:Wood Frame, 16"o.c. 2,052 21.0 3.0 0.048 78 Door:Solid Door(under 50%glazing) 99 0.300 30 Door 1: Glass Door(over 50%glazing) 288 0.300 86 SHGC:0.26 Window:Wood'"Frame 46 0.290 13- SHGC: 0.31 Floor:All-Wood joist/Truss 3,019 30.0 0.0 0.033 100 Compliance Statement: The proposed building design described here is consis with the building plans,specifications,and other calculations submitted with the permit application.The proposed building h n d ed to meet t�2018requirements in REScheck versio :REScheck Web d to comply with the mandato re Ir ents l ste in the REScho Checklist. Name=Title Signature Date NEwY S C H W4 r A n Z Project Title: New 1 Story Residence �f� 77006 Report date: 10/16/20 Data filename: P�, Page 1 of 9 p'��FESSION CREScheck Software Version : REScheck-Web �J( Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements.screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Secti®n I ., , ; Plans Verified Field Verified_ # Pre-Inspection/Plan Review -Complies? Comments/Assumptions: &Req.ID Value; Value 103.1, !Construction drawings and - '❑Complies 103.2 •documentation demonstrate ❑Does Not (PR1)1 energy code compliance for the i�, building envelope.Thermal ;❑Not Observable j envelope represented on Observable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate =%❑Does Not 403.7 :energy code compliance for PR3 1 ;:lighting and mechanicals stems. ' []Not Observable I J 9 9 y ''❑Not Applicable ;Systems serving multiple - PP !dwelling units must demonstrate -{ compliance with the IECC `Commercial Provisions, _ 302.1, :; Heating and cooling equipment is Heating: Heating: I❑Complies 403Z_""-,.sized per ACCA Manual S based Btu/hr Btu/hr— ❑Does Not [.P.R212,,. . ';,on loads calculated per ACCA Cooling: Cooling: ., Manual J or other methods ; Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2:, Medium Impact(Tier 2) 3=. Low Impact(Tier 3) Project Title: New 1 Story Residence Report date: 10/16/20 Data filename: Page 2 of 9 Section # Foaarad_ation`Inspection Coniplie's? Comments/Assumptions' &1Req.ID protective covering is installed to ❑Complies [FO11?- protect exposed exterior insulation '❑Does Not yand extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable Snow-and ice-melting system controIs.❑Complies LF01212_.:? installed. ❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) �2' Medium Impact(Tier 2) 3.: Low Impact(Tier 3) Project Title: New 1 Story Residence Report date: 10/16/20 Data filename: Page 3 of 9 Section Plans Verified Field.Verifeed. Framong/Rough 1►i Inspectoon value Value Complies?' C®mments/Assuin'ptiohs ' 402.1.1, Door U-factor. U-_ U ;❑Complies See the Envelope Assemblies 402:3.4 ❑Does Not ;'table for values. [FR111 ❑Not Observable ❑Not Applicable - 402.1.1, Glazing U-factor(area-weighted U- U- :❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable ; [FR2]1 ❑Not Applicable ; 303.1.3 LI-factors of fenestration products ❑Complies [FR411 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. _?.;,❑Not Observable , ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier ?❑Complies [FR23]1 'installed per manufacturer's ❑Does Not }f °instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built []Complies [FR20]1 'is listed and labeled as meeting ❑Does Not AAMA/1NDMA/CSA 101/1.5.2/A440 `or has infiltration rates per NFRC L []Not Observable 400 that do not exceed code []Not Applicable i ;-limits. 402 4 5=;:`:IC-rated recessed lighting fixtures ,❑Complies F,R16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<2.0 cfm leakage at 75 Pa. =;'❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics _ ❑Complies IFR1211 !insulated >=R-8 where duct is >=3 inches in diameter and > ;❑hoes Not ' ❑Not Observable - R-6 where< 3 inches.Supply and return'ducts in other portions of ❑Not Applicable- the building insulated >= R-6 for diameter>=3 inches and R-4.2 for_<3 inches in diameter. 403.3.2 Ducts,air handlers and filter ,„❑Complies [FR1311 boxes are sealed with ❑Does Not $p; joints/seams compliant with International Mechanical Code or ❑Not Observable i 'International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR1513- ducts or plenums. !❑Does Not ❑Not Observable ;i❑Not Applicable 403;4". ,:;,.`'HVAC piping conveying fluids R- R- .. ❑Complies [.FR1-71?' , .:above 105°F or chilled fluids ❑hoes Not >Fa1_1,:11'11, ;below 55°F are insulated to�R- ❑Not Observable P. 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ` ❑Does Not ;❑Not Observable ❑Not Applicable Hot water pipes are insulated to R- R-_ ;❑Complies [FR18.]..,, >_R-3. ❑Does Not :❑Not Observable ` ❑Not Applicable 1 High Impact(Tier 1) 2.: Medium Impact(Tier 2) Impact(Tier 3) Project Title: New 1 Story Residence Report date: 10/16/20 Data filename: Page 4 of 9 Section. Plans Verified -Field.Verified Framing/Rough-- n'lnspection. Complies?. Comments/Assumptions, &Req.iD, Va lue Value 403 6 .Automatic or gravity dampers are ❑Complies [FR19]?,, ,installed on all outdoor air - :❑Does Not 'intakes.and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1.2.1 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: New 1 Story Residence Report date: 10/16/20 Data filename: Page 5 4 9 Section Plans Veirified Field,Verifled # Insulation.Inspection. : CompUes? Comments/Assumptions & Req.ID Valu e Value : 303'1,'` ."All installed insulation is labeled ,❑Complies [IN131z orthe installed R-values - ❑Does Not provided. ` ❑Not Observable NotApplicable 402.1.1, Floor insulation R-value. R R- ❑Complies 'See the Envelope Assemblies 402.2.6 E] Wood ;F-1Wood ❑Does Not ;table for values. [IN1]1 ❑_Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 ;manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor. []Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of ,sheathing,or continuous I insulation is installed on the underside of floor framing and extends from the bottom to the 'top of ail perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a; R- R- ;❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not :table for values. 402.2.6 wall insulation on the wall ❑ Mass ;❑ Mass []Not Observable [IN3]1 exterior,the exterior insulation lrequirementapplies(FR10). F-1Steel ❑ Steel ❑Not Applicable 303.2 'Wall insulation is installed per _ ❑Complies [IN4]1 manufacturer's instructions. =z❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,:2;1 Medium Impact(Tier 2) 1 3: Low Impact.(Tier 3) Project Title: New 1 Story Residence Report date: 10/16/20 Data filename: Page 6 of 9 :Section: ...:: Pians Verified`. :Field:Verified #: fl✓inal linsliection_Provisions._ Complies? . is ;Comments/Assumptions. &Req.ID Value,' : Value., .. 402.1.1, Ceiling insulation R-value. R- R-_ :❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood E❑Does Not ;table for values. 402.2.2, Steel ],Steel ;❑Not Observable 402.2 6 [Fill' ,❑Not Applicable FI1] , I 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. -]Does Not (FI211 ;Blown insulation marked every „_,❑Not Observable ' 300 ft2. ❑Not Applicable i 402..2.3'- !Vented.atticswithairpermeable ;'❑Complies insulation include baffle adjacent „_' ;,` "._ :`„ ❑Does Not ;to soffit and eave vents that extends over insulation. ❑Not Observable NotApplicable 402.2.4 Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation>R-value of the i❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 .Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 =_ ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 _cfm/100 ,❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not ;either:Rough-in test:Total :leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of nest. Postconstruction.test:Total leakage measured with a pressure differential of 0.1 inch w.,g.across the entire system :including the manufacturer's air handler enclosure. 403.3.4 `Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air _handler @ 25 Pa. For rough-in ❑Not Observable `tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated '❑Complies I [F124]1 by manufacturer at<=2%of - ❑Does Not design air flow. -]Not Observable ❑Not,Applicable 403.1.1,.'. ;Programmable thermostats T ❑Complies [FI9]2: installed for control of primary ❑Does Not :heating and cooling systems and initially set by manufacturer to ❑Not Observable :code specifications. ❑Not Applicable ; 403:1'.2 ;;Heat pump thermostat installed ❑Complies [1`I10]2`'- "on heat pumps. ❑Does Not [_-]Not Observable ❑Not Applicable 403,5.1,' Circulating service hot water ❑Complies [F111]2 ;systems have automatic or ❑Does Not '!accessible manual controls. _ ❑Not Observable NotApplicable 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3.1 Low Impact(Tier 3) Project Title: New 1 Story Residence Report date: 10/16/20 Data filename: Page 7 of 9 Section Plans Verified Field Verified' # FinaCfnspection;P..rov�s�ons Complies : Comments/Assumptions; &Req.ID Value Value., 403 J6 1 ;All mechanical ventilation system ❑Complies jf125]z fans not part of tested and listed a❑Does Not HVAC equipment meet efficacy r and airflow limits per Table [-]Not Observable R403.6.1. ONot Applicable 4032 Hot water boilers supplying heat `:.`�❑Complies [FI2&? ';through one-or two-pipe heating T❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable temperature. 403 5 1a;:r Heated water circulation systems ❑Complies 'have a circulation pump.The ❑Does Not :system return pipe is a dedicated return pipe or a cold water supply- ❑Not Observable ; pipe. Gravity and thermos ❑Not Applicable ;syphon circulation systems are not present.Controls for -circulating hot waters ystem pumps start the pump with signal t ;for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists 403 5 1`2 Electric heat trace systems ❑Complies [Fi29]2 comply with IEEE 51'5.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heattracing to maintain the ❑Not Applicable desired water temperature in the piping ;'Demand recirculation water ❑Complies [FI307z ' ,,.systems have controls that ❑Does Not manage operation of the pump and limit.the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1049F. 403 5 4--2 Drain water heat recovery units ❑Complies [FI31]?: tested in accordance with CSA ❑Does Not B55.1. Potable water-side s pressure loss of drain water heat El Not Observable recovery units<3 psi for ' �❑NOtAppllcable individual units connected to one ri or two showers. Potable water- side pressure loss of•drain water heat recovery units< 2 psi for :.;individual units connected to three or more showers. ' 404.1 90%or more of permanent ❑Complies [FI6]1 'fixtures have high efficacy lamps - ❑Does Not ❑Not Observable ❑Not Applicable 404.1,1`. ;Fuel gas lighting systems have = ❑Complies.—^� [FI23]3 no continuous pilot light. ❑Does Not + ;❑Not Observable ❑Not Applicable 401 3 r: ;.;Compliance certificate posted, ❑Complies [Ft7]2 LJ Does Not ?.❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3.---.1 Low Impact(Tier 3) Project Title: New 1 Story Residence Report date: 10/16/20 Data filename: Page 8 of 9 Sect6on plans Verified F9e1d;Verified. Final Inspection Provisl6n* Complies? C®mments/As§umptions V Req i� alue Value 303.3 - i Manufacturer manuals for ❑Complies [FI18]3; mechanical and water heating ❑Does Not systemshave been provided. ENot Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2:;: Medium Impact(Tier 2) 3t Low Impact(Tier 3) Project Title: New 1 Story Residence Report date: 10/16/20 Data filename: Page 9 of 9 20,18 IECC Energy Efficiency Certificate Above-Grade Wait 24.06- Below-Grade Wall 0.00 Floor 30.00' Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): E•e Window 0.29 0.31 Door 0.3.0 0:26. Heatihg& o e • a Heating System: Cooling System: Water Heater• Name: Date: Comments HOUSE elate or other Cost Iron ' SURVEY OF PROPERTY F.F. EL 28.2' euitale cover Locking Cover / N stopper end plug FINISHED GRADE EL 28.3' FINISHED GRADE426.3' EL28.3' 25.0' maeo G'MIN. MAX Cr UE 12' clean out '.8 ,a' LE TOWN OF SO UTHOLD 24.8' s• m m 1/4'per foot min, pi • 24.3'1�, I.E. m m o \ / „ min.4•dia.pipe 2 pRch min.4'da.pipe 24.1' clan 2400 ptp.or.qaal mAA17 dar 2100 pipe ar 3. , m m a .� SUFFOLK COUNTY, N. Y 3'MIN ommeeommo �LL / \ e,m mo © 1000-103-07-15 1250 GAL PRECAST COLLAR u m m 9 s o N m o SEPTIC TAMC "as' e e m m m o / \\ / Li 4•LIQUID DEPTH d � m m m�e�m � / SCALE." 1'=40 'tom / / i. ; � umae emmo \ a e m c AUGUST 12 2020 SEPTIC SYSTEM DETAIL wm e Z mmo y , \ /' 2020 (CER77RCA77ONS & FENCE) N>s 3 : [7]LEACHING POOL r / ` AUGUST 20, , SLATE OR oTH STOPPER END c80 ' 12'Dom] LOT 7 / SEPTEMBER 9 2020 (PROPOSED HOUSE ADDED) SURABL COVER OR PLUG GROUND WATER wEi.LWLING EL � DECEMBER 10, 2020 (HOUSE LOCA770N) SEWER PIPE 30' ELBOW � W WYE CLEAN OUT DETAIL N75 Y / PROPOSED SEP77C SYSTEM CED (4 BEDROOMS) EL 27.4' f 1-1200 GAL 8'0 X 4' DEEP DWELLING s►A a �/ 1-80 X 12 DEEP LEACHING POOL WELL 150+ �,y'1j 0.2'N R. S / (ED RAIN RUNOFF CONTAINMENT ® WELL \-} F ' DWELLING HOUSE, DECK, PORCH 4512 SQ.FT. WELL 150+ GARAGE, PA770 960 SQ.FT. ?J� FEWCOR. / 3477 SQ.FT. , 0.2'N , 5472 x 1 x 0.17 = 931 cu.ft. 931/42.2 = 22 VF PROVIDE 3 DWs. 80 X 8' DEEP= 24 VF Connected by Gutters & Leaders tyc° Vis' Dw + S0, o0 o q�os A f+ �,, PoQ0 LOT 3 \ �, "00, ®WELL DWELLING O EL 27.1' WELLh CMF pkv PROPOSED cQ�Fi GARAGE 0 EL 26.6' 01, ?. ,nOA 0 0 EST HOLE DATA i ��' sF o T McDONALD GEOSC/ENCEED O "q 00�O � GRAVEL 10 \��OGS�S EL 28.2' 711612020 P \�� QQ �/ WALK EL. 26.3' / .0* °yOy s� PROPOSED o° DWELLING BROWN LOAM OL �L STOOP sr �.� see. �j� PUBLIC WATER 0.5' `t.� e �Ot' 46 ,�i H Lp MSN cryo A '� PALE BROWN �s0. A�FG ti EL=26.3 O ow as is SILT ML DWELLING 94c�q�y�� ° PUBLICWATER BROWN SILTY SAND SM �y Oy ------- JAN 1 4 2021 ° NOV 1 a LOI PALE BROWN FINE SAND s SP CATCH O VACANT 17' BASIN EL 26.2' N07E � NO WATER ENCOUNTERED VACANT E; C ' � p "s,:�Tr;,G* u.• i Cid A ELEVA77ONS REFERENCED TO NAM 88 / EL 25.7' r w; t 6 KEY NOV 1 0 217.7.0 Q = REBAR ® = WELL Lis�, _ ® = STAKE DWELLING ' ._ _ PUBLIC WATER '00, r �'^ t<';I.'•4 I ,C F �" E TEST HOLE ® = PIPE Q� ® = MONUMENT CERTIFIED TO: = WETLAND FLAG HUCK HIRSCH _ /' OJT U77L/7Y POLE JAMES M. BRODSKY XZ4 �EoF Ne P" = HYDRANT FIDELITY NATIONAL TITLE INSURANCE COMPANY /,' OPQ- �� s.r,1�T�4 C /0 7•' 1p LOT NUMBERS REFER TO "MAP OF BIG GREEN ACRES" FILED IN THE SUFFOLK DWELLING O• P �" II COUNTY CLERK'S OFFICE ON JULY 12, 1972 AS RLE NO. 5752 ,/ /� r�r PUBLIC WATER ' lC NO. 49618 ANY AL7ERA710N OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF AREA= 40 000 SO. Fl . PECONI 'a�U ,VE�YORS,,,P C,/ THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. (631) 7�5=�g� Q j, 31) 765-1797 ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX�O9<_. ..__. ' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 20-046 1 !Jia .. ... ... ... :: ll::•:'••�..',.• _ - � ' 57J1V`bY_: ' P170P1ERTY y, .. .:. ..1. ••'';wdEs'•r; �RobSicr:.:. �l�'.'�•L,'iI' d�U�`. i tUlY'NAflONW.Mt INSLRNU:COMPMY 20 . 1 - f. . •Y' 1 D E - 2020 44 • } . ;. -� OVAL of I ate. L ' V 1 4iM ' I• `yay,•.` -.e ew a' f , '•r• aa; ti �v 4• f .x t4aur Y7k , fir;'• - tw6o •• '•'ptt7�noysiitl'e�Yo aAro iY• ''inr �•_•'. ..ate, .. '• _ .. ., . rPtti:: �ri'' y0illypVi i _ , =rtiiwp, .:f11N :J 7i11MMNr..:• .: kyr •:/. .. .. 1�� ., PPR iY• AR m.,an&WIW :mavrr:ae s n.� :., `��. �. •• wcrorY i.• �"� .; . .. . ..... :F,ur��ri'7be-ice' , 1 \ t' 0 F�• , i ;fir•; r'Y L,O P. AL ol TH ;® •FY:�SEd �T a l•�482`� rO.jy sl71lV ..i AO Al FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE:December 2, 2020 TO: Jim Brodsky(Cassimatis) 1270 Skunk Lane Cutchogue,NY 11935 Please take notice that your application dated November 18, 2020: For permit:to construct a single-family dwelling and an accessory garage at: Location of property: 1895 Pgquash Avenue, Cutcho ug e,NY County Tax Map No. 1000—Section 103 Block 7 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling, on this conforming 40,000 sq. ft. lot in the R-40 District, is not permitted pursuant to the Bulk Schedule which requires a front yard setback of 50 feet. The survey shows front yard setback at±42.5 feet. In addition, the accessory garage is not permitted pursuant to Article III Section 280-15, which states; "accessory buildings and structures shall be located in the required rear yard."The garage is located in the side yarA (h - Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. HOUSE elate or otMr Cunt Iron N F.F.EL 28.2' sultala cover lacking Cover Tl /EL SURVEY OF PROPERTY T7..28 3 py11Sl{fSf GRADE 2a�• ' A T CUTCHOG UE LE 25.0' � masonary ohinrry / 3.1/0I VIEW 2� TOWN OF SO UT 0 cwm ad 12• / \ • 1/4'per toot In. 24.8' 8' � � 24.J•1 loot LE m m o / � / ,^�� H LD min.4'die.Pipe 2 8a.P� 24.1' i m o / \ / SUFFOLK COUNTY N. Y. dose 2400 pipe or pool 4'� der 2100 Pipe or egad ' m I / \ / ' (An mn / I 3'MIN o m e e s o a m 000 COLLAR / r u m 0 e e s a m 0 �Q,h�� Q 1000 103-07-15 1250 CAL PRECAST u m 0 e e e m m o \ , SEPTIC TANK \ / 4D om�°eommo SCALE: 1'=40 ommeesmso ommesomm0 _ at a,meee9 mmc ,,,s e m ti AUGUST 12, 2020 SEPTIC SYSTEM DETAIL w [1]LEACHING POOL / /t (nAUGUST 20, 2020 (CER70CA17ONS & FENCE) SLATE OR sroPPEREND (80 x 12•DEEP) LOT 7See- l/Vl� r 1 SEPTEMBER 9, 2020 (PROPOSED HOUSE ADDED) SUITABL COVER OR PLUG GROUND MITER / / DWELLING (,, / DECEMBER 10, 2020 (HOUSE LOCA770N) SEM XPIPEWELL 150+ �� G C JUNE 21, 2021 (FOUNDA77ON LOCA770N) JO'EL �' / CLEAN OUT DETAIL NTS • / of / Ii / JUN 2 4 2021 T PROPOSED sEPnc sYs7FM �+ T "'� (4 BEDROOMS) LOT 4 - EL 27.4• 'r'FIT � �� 1-1200 GAL 8'0 X 4' DEEP DWELLING 1-80 X 12' DEEP LEACHING POOL WELL 150+ tK* O.2'NFEN.0R. mac' 0.2•N '2 , RAIN RUNOFF CONTAINMENT (9 WELL ' DWELLING HOUSE, DECK, PORCH 4512 SQ.FT. WELL 150+ GARAGE, PA770 960 SQ.FT. ?j FEN.COR. SQ.FT. , 0.2'N / / 5472 x 1 x a 17 = 931 cu.ft. 931/42.2 — 22 VF- PRO WDE FPROVIDE 3 DWs. 80 X 8' DEEP= 24 VF Connected by Gutters & Leaders a� x ory� 'y~ ' • TOP FOUNDATION 1&0 EL 28.9' + • � f � J / ��P� rytig x, Q � ®WELL DWELLING 0 EL 27.1 WELL CMF pev ONCRETE \ Q adv A FOUNDATION , Qt G� .? �0.o ti� / ,y / EL 26.s• \\ ��OT ?io, c��F iso a Iry TEST HOLE DATA °ti,s• �� ti ' HcDONALD GEOSCIENCE o 7/16/2020 / �\�, �`�� '�•�q� EL 28.2' LOT 9 / DWELLING �� s*• .h'S PUBLIC WATER EL 26.3 0 5 BROWN LOAM OL �� ,9„ s TH PALE BROWN `s0 �G is EL=26.3' SILT ML °y Dw LLING 3 BROWN SILTY SAND SM PUBLIC WATER 9�'�,9L�\�� PALE BROWN FINE SAND \00• �'� SP / °'S' �p LOT 2 / S0, CATCH O VACANT 17' / BASIN EL 26.2' NOTE'. WATER ENCOUNTERED VACANT ELEVATIONS REFERENCED TO NAVD 88 / EL 25.7' , KEY 0 = REBAR ® = WELL ® = STAKE DWELLING •00� = TEST HOLE PUBLIC WATER ® = PIPE Q ® = MONUMENT CERTIFIED TO: = WETLAND FLAG HUCK HIRSCH cTL = unurY POLE JAMES M. BRODSKY FIDELITY NATIONAL TITLE INSURANCE COMPANY0 -0- = HYDRANT LOT NUMBERS REFER TO 'MAP OF BIG GREEN ACRES" FILED IN THE SUFFOLKDWEL COUNTY CLERK'S OFFICE ON JULY 12, 1972 AS nLE NO. 5757. PUBLIC WATER " r / .YS. LIC. NO, 49618 ANY ALTERATION OR ADD/TION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF AREA= 40 OOD SQ FT. ONIC=suRVEM? P.C. THE NEW YORK STATE EDUCA770M LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. )` � �2aj ' ?C (631) 765•-1797 ALL CER77RCA77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P 0, ��CA949 J� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE 1230 ]RAVEL STREET SIGNATURE APPEARS HEREON.' SOUTHOLD, N.Y. 1197120-046 rss%,vf I3 a .1 7 2013 ..r HEALTH DOT.REFERENCE Na-R-20-1612 �a�7 'f p p:ALi0 3ERv1C SURVEY OF PROPERTY ' AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-103-07-15 n SYSTEM D rat sa==== / LDi SCALE." 1=40 p AUGUST 1$20,20 m DWELLING AUGUST 20,2020(CIERAfX477ONS&FENCE) v SE WELL 150+ -.MIM A 2020(PROPOSED NOOSE AMM) DECE)bBER 10,2020(HOUSE LOCAnON JUNE 12021 2NFWAL SURVEY)R� MAY 34 20 CLEAN WT DETAIL .,a _ SfA2 SET /i sPnc srsmu AS INSTALLEDLDi 4 + 1-1250 CAL PRECAST FB+ioa. �^• /'' CYLINDRICAL SEP71C TANK DWELLING -N + v� 1-BO X 12'DEEP CFAtl1IVC POOL WELL 150+ SEP17C SYSTEM LOCAnaN . DWELLING O .a A B ® + �+ OUIP. WELL 1150+ O caz + ST 27.5 48' m2N + U/G.PROP. O RAIN RUNOFF CONTAINMENT. /' +/ ROOF OVER 3°' �1 i•�+ HOUSE DECK PORCH 4512 SOFT. h, DECK pyo 'p GARAGE PA710 960 SGFT. 0 3772 SOFT. 1 \ 5472 x/x a17- 931=R 931/421-22 IF PROVIDE 3 DW.80 X 8DEEP-24 VF py LOf 3 C—tmd by Gu Hers h Geodes STM' 4"c+ \.+N4O0• • � T ®*'pC W O q. a n V 7EST HOLE DATA NX , m + v{ NcOON��(EO rE n zsa• n` "�' . EL 2e3' BROBN Law OL N O�� J .� a5' \S'? Ate' 'o �G• GOT e e• DWELLING PALE SRO IBV �`Cnn / TM O/O m', ROOF OVER •Y PUBLICER T SILTML frA1`�Y WATER 411 DECK J' �d QROBN.1 SAND. ,do. RQtpG-ys/Ln fly �� ® c c ,M1 LP 54FF':::J�:..'r.;r:_:;••;_-;;n.yL:..T"yE-PCES PUBLIC WATER OF Cer:sr�::crra PALEBROBN FIVE SAND �.Slr:uii F4tvt'.t HC`_-i9E'.Cc sP O DSm:�FP n�� N,.S P:�idn.7Z2D=Ib 17.-- 7�L1F :�iSC(..ef..1ii..:.r:T'I']'.iif..•...�.-... ',t-_- �,�\ 1Y l•:;,,zere,an lto2.ertii,�-hY':^ `-F'�.1r.,.. �[•: /, 2j) tDT 2 NOTE NO WATER ENCOMIRED 1:-��ic_t!:5::aaa.�:i:n::.!1M.:L'::i-M-_.,E'=[C't.IS 111 S cup( OO. VACANT 0• BA�1 M81R SEF EIEVARaNS REFERENCED TO NAID 88 / '"5"h" ^x �� VACANT Q ca:::c tiNrPPER,v E..cr•:E: /'' C:}:iCC;LYASiE A141.Au1-r;c L•;1 aaT KEY --__—— — —— i Q =REBAR ® WEu A -STAKE B -TEST HOLEpUDWEL W GFp BOO• • -PIPE CIS ■ -MONUMENT CERTIFIED TO: Qs —µESD FLAG HUCK HIRSCH r,`Z cO,—UTILITY POLE JAMES M. BRODSKY -or-H10R4NT FIDELITY NATIONAL TITLE INSURANCE COMPANY LOT NUMBERS REFER TD'MAP OF 810 GREEN ACRES'RUED IN WE SUFFOLK COUNTY CLERKS OMOE'aV VULY 12 1972 AS FRE NO.5757. DWELLING PUBLIC WATER :Y.S LIG NO. 49618 ANYNEW Y RK OR ADDIVONWCA7 TO LA VZ SVRYEr/S A N SECRO 0.e 09-SU 7209 OF THE NEW YORK STATE EDOCA RE UID EXCEPT AS PER AND CON S THEREOF ONLY V 2 AREA= 40,000 SQ. FT. PECON Rs, (63 ALL f1:RT OR COPT NBEAR ARE PRE FOR 7EOL MAP AHD COPES THEREOF ONLY ff (631) 765- 20 FAX(631)765-7797 SAID NAP OR LYWLES BEAR RIE WPRESSID SEAL OF THE SURKYaV Nf10.SE P.O.BOX 909 57aNATURE aF4'FARS F1ErEax uiREETsoHanNY20-046 Blower door and ductwork testing required. 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 FRO' ED AS NOT D SCTM# 1000-103-07-15 B.P.# All exterior lighting installed,replaced or repaired shall conform ;IFY BUILD!NG !)F"RTPv1ENT AT 8 02 to Chapter 172 Z ' � P,�', FOR T HE �LVVI:WG 1NS:`K,T!0NS: - of the Tow FCadL--- TiON TVVO REQUIRED n-A, DR t"JURE'D CoNCR,TE FRAMING & PLUMBiNG north forVmoaern homer 4. !,NA - CONS-R�U,C',TION MUST C 0 IV5, LETL: DESIGN•DRAFT•BUILD ALL S TR EE THE t'�: �'-Q'119"MEN TS OFTHECODES OF YCHK STATE. NOT RESPONSIBLE FOR huck hirsch N CONSTRUCTION ERRORS. 646,416.4096 2R CONSTRU, -QONTACT INFORMATION JIM BRODSKY/HUCK HIRSCH,OWNERS (631)876-5319 ADAM WEST,CONTRACTOR (631)764-1886 HUCK HIRSCH, DRAFTSPERSON (646)416-4096 LOU SCHWARTZ, ENGINEER (631)839-4824 L PROJECT OVERVIEW;NEW CONSTRUCTION 2-STORY 4 BR,4 1/2 E WITH ATTACHED 2-CAR GARAGE ON UNDEVELOPED WOODED L( 3320 SQ.FT.LIVABLE SPACE.CONNECT_r0 TOWN WATER AND G/ PROPOSED AREA BASEMENT 1850 SQ.FT.(UNFINISHED) CRAWL SPACE 1050 SQ.FT IST FLOOR 2900 SQ.FT. 2ND FLOOR 420 SQ.FT 2-CAR GARAGE 480 SQ.FT(ATTACHED) DECK 3400 SQ.FT(430 SO.FT,WALKWAY) RT POOL 720 SQ.FT job CERT! L) 0 NO!, PRO EYW --"MORROW, CY FRM,111NG UNTIL SURVEY .............A.11 OF FIOUNI)A'riON LOCATION RETAIN STORM WATER RUNOFF GENERALNOTES PURSUANT TO CHAPTER 236 1.All work shall conform to the requirements of the Residential Code of New Yor OF THE TOWN CODE State,County and Town Department Regulations,all applicable Utility Company requirements and best trade practices in general. 2.Before commencing work,all documents requited by the Building Department shall be filed,all fees required by local agencies shall be paid,and all permits required to proceed shall be obtained. 3.The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction.Any discrepancies which wou[ PLUMBER CERTIFICATION preclude satisfactory completion of the work described herein shall be reported to the architect or property owner.Do not start work until such conditions have ON LEAD CONTENT BEFORE been examined and a course of action mutually agreed upon.Failure to notify tht owner or architect of unsatisfactory conditions will be construed as an acceptant CERTIFICATE OF OCCUPANCY of the conditions to properly perform the required work. 4.All work is to conform to the drawings and specifications of the architect and SOLDER USED IN WATER engineer consultants. 5.The Contractor is to maintain a complete and up-to-date set of plans on the jol SUPPL Y SYSTEM CANNOT site at all times. • 6.The drawings are not to be scaled under any circumstances. EXCEED 2110 OF 1% L EA D. 7.It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,acces to work area,hours of permitted work,availability of water and electric power,an • all other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least disturbance to the public. 8.The Contractor shall make the necessary arrangements to utilities and service temporarily disconnected while performing the work as required. 9.The Contractor shall provide all dimensions and cutouts for other trades. PLUMBINGI 10 The Contractor shall provide proper shoring and bracing for all remaining AL' P1 11 1, ;�� structure prior to removal of existing structure. "VASTE ELECTRICAL -AT ' 1, 11 Plumbing,electrical,HVAC and similar work shall be performed by licented! V4 E--�1 1,"" N -T:D L i C,) L persons who shall arrange for and obtain all required inspections.The General OP INSPECTION' REQUIREWTWIG,BEFORE 0 Contractor shall be responsible for scheduling all other inspections as required. 12.The Contractor is solely responsible for construction safety and shall hold the SURVEY OF PROPERTY owner and architect harmless from litigation arising out of the Contractor's failure -Ax to provide construction safety means and methods, AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. �'=j 4' gz-g g- TRUSS PLACARDING REO(UIREI) 1000-103-07-15 I=-Tx% SCALE.• P--40 KE TC 2�2MV DETAIL AUGUST 1Z 2020 mo mama AUGUST 20, 2020 (CER77AICA 77ONS FENCE) SEPTEMBER 9, 2020(PROPOSED HOUSE ADDED) susN mow_ F--- DWELLING DECEMBER 10, 2020(HOUSE LOCA770N) CONSTRUCTION NOTES WELL 150+ 1.All footings shall rest on undistrubed soil at a minimum of 36"below fin.grade 2.Poured concrete shall have a minimum Psi Of�500 at 28 days unless noted rx 19 3.Sill plates shall be preserved,treated wood and be installed above a 16 oz. CiEAN OUL VETA copper termite shield. AMti 4.Siding and roofing shall be installed in accordance with the New York State Building Code and manufacturer's specifications. 5.Pilings shall be installed by a licensed contractor to a depth bearing agreed upon by an engineer and certificates shall be issued stating same. PROPOSED SEP77C SYSTEM EL 27.4! 6.Foundation designed for a soil bearing capacity of 2 TSF and grade less (4 BEDROOMS) DWELLING than 5%.All fill beneath concrete slabs to be compacted to 95%relative density. 1200 GAL.8'0 X 4'DEEP WELL 150+ FEN COR. ,--so X 12'DEEP LEACHING POOL k•1� 0,�'N • 7.Unless otherwise noted all framing shall be#2 or better Douglas Fir. lob 8.All framing techniques and methods shall be as prescriptive design based on 0 WaL DWELLING AF&P Wood Frame Construction Manual for One and Two Family Dwellingt RAIN RU 1`A111MENT.* WELL 150+ HOUSE,DECK•PORCH ,2 SO.FT mN CDR. (WFCM)or as specified In R301.2.1.1. GARAGE,PAHO 960 SQ.FT. 0.2'N 9.All building envelope components shall comply with Chapter 6 of the Energy 3M SO.FT Conservation Code of the Staid tof New York. 5472 x I x 0.17= 931 curt. 10.Fireblocking shall be provided in all wood frame construction in accordance 01142.2-22 W with NYS Code R 602.8 to form an effective fire barrier between stories and PROVIDE J Dft. 80)(8 DEEP-24 W between the top story and roof space. Connected by Gutters&Lead� 11.Protective panels shall be provided for glazed openings in accordance With NYS Code R 301.2.1.2 if they are required. O. 12.Provide flashing at all roof breaks,exterior doors,windows,decks,etc. + /> 13.All window and exterior door headers to be(2)2x8 unless noted otherwise. _t�4 <:]��D 1 100. 14.All interior wall Partitions to be typical:2x4 @ 16"O.C.with standard GWB; DWELLING WEIL EL 7.1 or 2x6 @ 16"O.C.with standard GWB for walls with plumbing,as drawn. WELL ".Opor 4, 15.All portions of the new structure are designed to comply with local geographi and climate criteria asspecified in the following table, 04 0-26.6' 5 Oh. -0 1 3 1/ Must pro /,�Cp, ro I TEST HOLE DATA ' S. 6, / EL 28.2' QED 44CDONALO GEOSCIENcE GRAVEI! -'V 5>, /Vp 911, , J and IS as per 711612020 = DWELLING D PUBLIC WATER EL.26.3' P PROIVN LOAM OL VK' -0.5 NYS En. C-Ind W 6t H EL 26.3 PALE BROW GEOGRAPHIC AND CLIMATE DESIGN CRITERIA J'BROWN ML DWELLIN &ROiw SILTY SAND SM PUBLIC 0+ GROUND SNOW LOAD 45 PSI 4 WIND SPEED 130 MPH 'YO SEISMIC DESIGN CATEGORY B WEATHERING -7 W, SEVERE PALE BROWN FINE SAND FROST LINr:DEPTH 36 SP P, kt �v TERMITE THREAT MODERATE TO HEAVY VACANT DECAY SLIGHT TO MODERATE BASIN A, WINTER D�SIGN TEMP. 11 CATCH ma EL 26.2' e I, VACANT FLOOD HAZARD !7 AS NOTED • NO WA TER ENCOUNTERED NOTE. EL ELEVA71ONS REFERENCED TO NAM 86 25.7' M KEY REBAR HELL PROPOSED:8/22/20 REVISED: 12/10/20 DWELLING .00. A = STAKE PUBLIC WATER REVISED:9/16/20 REVISED: 3/2 6/21 & = TEST HOLE REVISED: 10/7/20 0 -PIPE g -MONUMENT CERTIFIED TO: WETLAND FLAG HUCK HIRSCH JAMES M. BRODSKY UTILITY POLE FIDELITY NATIONAL TITLE INSURANCE COMPANY HYDRANT W LOT NUMBERS REFER M MAP OF BIG GREEN ACRES'FILED IN THE SUFFOLK DWELLING 100. CH COUNTY CLERKS OFFICE ON JULY 1Z 1972 AS FILE NO. 5,15Z PUBLIC WATER N.Y.S. LIC. NO. 49618 co PECONIC SURVEYORS, P.C. ANY ALTERA77ON OR A00177ON To THIS SURVEY IS A VICLATtIN OF-SECTION 7209 OF AREA= 40,000 SO. FT (6,31) 765-5020 FAX(631) 165-1797 THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. P.a Box 909 ALL cER77FICATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET Cl SAID MAP OR IES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 90-046 ,HEREON. SOUTHOLD, N.Y. 11-971 f SIGNA SIGNATURE r LAJ A- 1 O O "'o, ED 3 N 77006 7- SS 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103-07-15 north fork modern home DESIGN•DRAFT•BUILD huck hirsch 646.416.4096 CONTACT INFORMATION JIM BRODSKY/RUCK HIRSCH,OWNERS (631)876-5319 ADAM WEST,CONTRACTOR (631)764-1886 HUCK HIRSCH,DRAFTSPERSON (646)416-4096 1001-0R LOU SCHWARTZ,ENGINEER (631)839-4824 95'-0" KEY 43'-0 1/4" 56-11 3/4" 4'FOUNDATION WALL e i �-�—e 8'FOUNDATION WALL 51-011 — 8"TH. P.C. 4'FOUNDATION WALL 8"TH. P.C. 8' FOUNDATION WALL __ _ 2"TH. P.C. DUST SLAB 4"TH. P.C. SLAB HEADERS, ON 8x16 P.C. CONTINUOUS FOOTING 6 MIL. PLASTIC VAPOR BARRIER ON $x16 P.C. CONTINUOUS FOOTING 4 . --_ _= GIRDERS,BEAMS 6x6 10/10 WELDED WIRE MESH MIN. 36"BELOW GRADE ON COMPACTED FILL MIN. 36" BELOW GRADE 30 MIL. POLY VAPOR BARRIER LO LO ON COMPACTED FILL CV - M O M O WINDOW/DOOR TAG ^ � r r CRAWL SPACECOLUMN/POST 10"TH. 24x24 FOOTING 3 1/2"DIAM, BEAM POCKET LALLY COLUMN �. FOOTING Lt 10 6 7/8 10 6 7/8 10 6 7/8 10 6 7/8 10'-1 3/4" 101-1 1/2 10'-1 1/2" 10'-1 1/2" 10'-1 1/2" Window Well Experts (2) 1 3/4"x 9 1/2" LVL _ v O O CW-2745 ") "x 11 7/8" LVL GIRDER UNFINISHED BASEMENT `r° M insOwing ba/ementw�nd w N (3) 1 3/4 9-5 1/4 9 5 1/4 CD @—' Lu 0W 01W2.1z" W' O ' U (3) 1 3/4'x 117/8" LVL GIRDER O 0 = 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103-07-15 north fork modern home DESIGN•DRAFT•BUILD huck hirsch 646.416.4096 ----------------------------------------------- DECK CONTINUES— CONTACT INFORMATION JIM BRODSKY/HOCK HIRSCH,OWNERS (631)876-5319 ADAM WEST,CONTRACTOR (631)764-1886 HUCK HIRSCH,DRAFTSPERSON (646)416-4096 LOU SCHWARTZ,ENGINEER (631)8394824 DECK (3) 13/4"x 9 1/2" LVL HEADER WITH (2) 3/4" PLTS (2) 1 3/4"x 11 7/8"LVL(HEADER (2)2x8 HEADER (2) 1 3/4"x 11 7/8" LVL HEADER ALKWAY (2)2x8 HEADER WINDOWS and DOORS Andersen R.O. 21"w x 36 O 1/2h U029 DECK CONTINUES-— ----- - --- --- - _ casement window SHGC:Q t C pp ' " ' " \ ' " ' " v Andersen R.O. 72 3/8"w x 24 5/8°h r, 2-9 2-9 2-9 2-9 r rr 41-011 - 4-0 A61 U-VALUE:0.29 T-I10'-11" 40'-10 3/4" r rr N 4'-9" 5'-0" 10-11 N awning window SHGC:0.31 (2) 2x10 HEADER C14 op u7 Andersen R.O. 36 1/2"w x 36 1/2"h PACK OUT WALLS 1 1/2" _ O CXW13 U-VALUE:0.29 1'-4 1/2" �t TYPICAL INT. WALLCONSTR CTION _ casement window SHGC:0.31 = 2x6 STUDS @ 16 O.C. 14'-4 3/4" N SUPERIOR 60-INCH DRL4060TEN o III WITH 1/2" GWB BOTH SID:-:S � Andersen R.O. 21"wx287/8"h DIRECT-VENT LINEAR GAS FIREPLACE OJ rn III � �� _ , O CN125 U-VALUE:0.29 (VENTED THROUGH ROOF PER SPECS) T, 00 casement window SHGC:0.31 114, Andersen R.O. 60 3/8"w x 17 1/24h coBEDROOM 1 \ BEDROOM 2 M III © AR51 U-VALUE:0.29 N 121-311 12'-3' III awning window SHGC:0.31 LIVING AREA ' - BATH 1 BAT 2 Z� 5'-6' 5'-6" N Andersen R.O. 32"w x 48 1/2"h - MAIN BEDROOM ' O CX14 U-VALUE:0.29 t-- I casement window SHGC:0.31 2'-611— 5'-10 1/2" —2'-6" III Therma-Tru R.O. 38 3/8"w x 82 1/2"h _ S2000 Onyx U-VALUE:0.30 TYPICAL INT.WALL CONSTRUCTION 1'-9"w LAUNDRY (2) 1 3/4"x 11 7/8" LVL HEADER hinged door SHGC:0.16 KITCHEN 2x4 STUDS @ 16" O.C. T III M III WITH 1/2" GWB BOTH SIDES ap 3 '-7 1/2" 8'-7 1/ " r Andersen R.O. 21 "w x 24 5/8"h co CN12 U-VALUE:0.29 d') casement window SHGC:0.31 17*4 L 19'-11 1/4" Therma-Tru R.O. 44 3/8"w x 82 1/2'h 7'-10" (2) 1 3/4"x 9 1/2" LVL HEADER _ o BREEZEWAY ' " 2 1 3/4"X 5 1/2" LVL HEADER - N ® = © hingeS200Onyx U-VALUE:0.30 � 7-7 1/2 ( ) � r, BALCONY hinged door SHGC:0.16 (SAME ALL INT.2 6 DOORS) 4'-1" I I „ Andersen R.O. 189 3/4"w x 96"h 2,-6 114" O M FWG16080-4 U-VALUE:0.30 FZ-8 1/4„ - — _ - - - gliding doors SHGC:0.26 CO LO — - _ __ 13'-0 1/2” 51-6l" 51-611- 2'-1" 2'_7 1/2" _ _ Andersen R.O. 141 3/4"w x so^h III III N z 00 — 4'_10" 8'-11 1/4" O FWG12068 4 LI-VALUE:0.30 GARAGE M 3'-11 1/2" 3'-11 1/2" c+M III —M LINEN II I gliding doors SHGC:0.26 II 1 III P FWG60611L U VA UE•0.30 Andersen R.O. 72"w x h IN FOYER CHASE 4'_1" O gliding doors SHGC:0.26 II 9 9 N PAN RY III (2) 1 3/4"x 7 1/4" LVL HEADER 2'-1" — 2'-0.1 j'_Q' FWG60611 R R.O. 72"w x 83"h 11 11 jj0;1/2" U-VALUE:0.30 ' N (V gliding doors SHGC:0.26 7'-10" 3r-o" r r BATH 3 N r DEN BEDROOM 3 R4�-9 N N ' , G _ 1'_10" �, MAIN BATH I 6-10 1/2" `�' 1/2 BATH N N M co 11'-0" ,r ------------- 3'-1" 3-1 1/11 c� d 3r-7rr N N , �MUDROOM = _�_ = �� N n (2)2x10 HEADER 0 2-8 2-8 3-1 \ :\\\ (2) 1 3/4"x 5 1/ " LVL HEADER N c� �''� 5'-2 1/4" N N _ _ =_ L — 0 6'- 1/4" 6'-6 1/4" 71-61, 7'-2 1/2" 10'-9 1/4„ ROOF CONTINUES TO DETACHED GARAGE ti - - �; � T 11 1 KEY CJN21'-3 3/4" D r, i E KG 1'-11" 3'-7" v == == - = == HEADERS, STOOP GIRDERS,BEAMS (2)2x10 HEADER (2)2x8 HEADER (2)2x10 HEADER (2) 1 3/4"x 11 7/8"LVL HEADER (2)2x10 HEADER 2 2x8 HEADER ( ) (2) 1 3/4"x 9 1/2"LVL HEADER OWINDOW/DOOR TAG TYPICAL EXT.WALL CONSTRUCTION LEGACY 1"X 6" PREFINISHED CEDAR TYPICAL EXT.WALL CONSTRUCTION T&G, STK GRADE, CEDAR TONE STAIN 2.67"x 7/8" CORROGATED METAL PANELS SMOKE/CO DETECTOR SYNTHETIC UNDERLAYMENT MATTE BLACK 5/8"AdvanTech SHEATHING 1ST FLOOR: PLAN SYNTHETIC UNDERLAYMENT 2x6 STUDS @ 16 O.C., INT. 1/2" GWB 2 Scale: 1/4" — 1'-0" 5/8"AdvanTech SHEATHING 2x6 STUDS @ 16 O.C., INT. 1/2"GWB TYPICAL EXT. WALL CONSTRUCTION LEGACY 1"X 6" PREFINISHED CEDAR T&G, STK GRADE, CEDAR TONE STAIN SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING 2x6 STUDS @ 16 O.C., INT. 1/2" GWB 1ST FLOOR: PLAN SC W y .4 s�oA 770°6 �� A- 1 0 2 \;" ssvA � 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103-07-15 north fork-m-o-de-r n home DESIGN-DRAFT-BUILD huck hirsch 646.416.4096 CONTACT INFORMATION JIM BRODSKY/HOCK HIRSCH,OWNERS (631)876-5319 ADAM WEST,CONTRACTOR (631)764-1886 HUCK HIRSCH,DRAFTSPERSON (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 -------------------------------------------------------------------------------------------------------------------------------------------------------------—---------------------- I I I I I I I I I KEY ATYPICAL INT. WALL CONSTRUCTION ATTIC TRUSSES @ 24" O.C. WITH 1/2" GWB INSIDE ONLY —_—_ —_— —_ —_' HEADERS, PATIO ; ; --'--"�—'—' GIRDERS,BEAMS I I I I WINDOW/DOORTgG SMOKE/CO DETECTOR ----------------------------------------------------- - ------------------ I I I I I L I I I I I 4'-0" 4'-0" 4'-0" (y I I I t�-- I I I I Y I i I I I I PLAYROOM I I I � I I 1ST FLOOR 301-111 I I I ROOF WINDOWS I I TYPICAL INT WALL CONSTRUCTION I i 2x4 STUDS @ 16" O.C. WITH 1/2" GWB BOTH SIDES Velux R.O. 221/8"w x 46 7/8"h ' .. GARAGE , -0 S GPU CK 06 0070 IOW-E3 GLASS 126'-8 1/2" -1 3top hinged roof window I I I I I I I I NOTE:Roof windows are egress windows, with opening less than 44"from the floor. I I I I 1 � , I � I I I � � ATYPICAL SUBFLOOR CONSTRUCTION 3/4"AdvanTech TONGUE AND GROOVE ON ATTIC TRUSSES @ 24"O.C. R-30 INSULATION (THROUGHOUT) I BREEZEWAY I I I � I 1 I I I I I I I I ' ' I I I ------------------------------------------------------------------- - - ----------3- 2- N -------- -'-L- --- ---------------------------------------------------------------------- SDOVP-0AN cale: 1/O4R_ 2ND FLOOR: PLAN tN oJ 5CHw4 ck: W sa 77006 A - 103 J 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103-07-15 RIDGE CAP north fork modern home DESIGN•DRAFT-BUILD 130'-0" huck hirsch 646.416.4096 TYPICAL ROOF CONSTRUCTION 2.67"x 7/8" CORROGATED METAL PANELS MATTE BLACK % HIP CAP ! I I II II I 6 ' 5 I I SYNTHETICUNDERLAYMENT 'I II I I I I I I I I II � I I I IIII' I !I I ' ! 5/8 AdvanTech SHEATHING -- I I ! I I II — I I I - I �! CONTACT INFORMATION - - — JIM BRODSK Y/RUCK HIRSCH OWNERS (631)876-5319 ADAM WEST,CONTRACTOR (631)764-1886 HUCK HIRSCH ,DRAFTSPERSON (646)416-4096 I I I LOU SCHWAR ENGINEER - 7Z,ENG N ER (631)839 4824 I - -- O - — I - I ! .I I NOTES - - I I I I I I - v a >• II I I 'I a I I o a Ou v T II a a+ I it roofs i Entire stem to be designed and constructed b Y 9 y I i a, a II i I I I' I I I ', T3 Truss Engineering Cor Corporation 1nIn Indian Orchard,rd MA DD co I II I ro i� C I 'I t I II IIII IIIII III III II I I I III I I I. II II ' I i III I svY�2�vuE-�', —•YaTovooNcoa • �srN•"mLNNQ°>Nc°a'1 0cN0��c>D' —aYrocc'�c3^+ s��NLa- ComaE+i usln9 60 h 1 p , common and attic trusses sses 24 O More detailed layout andspecs available'labl on request.s t. C VCU 0a Su 4ROOF: PLAN 'uScale: 1/8" = 1 -0" C -m E F o y c o - co 130-00-00 0C 0 3E' N yn N Yc ~0 F- O N O 00 O .Lc O OOOO - O OO O O O O c 5 ~'OO - 1 tO , I , ! IIIII NII I!, i I I CC> 'I IIO II.I O I I I I O Ii �O II O O O O O O O OO OO OO OO OO O O O O O O OO ---- �I-_--_---II I•-,PS.(' p L—ED oQ� -•vN.Y~ccIw�CQO??N°iVovc-n`voO � tYvtr—_H NmNv�i-flO'Gv3Nu�_I'NcN=^i7 ~=wa-a'fi.w�%ropCroo_��Oaa�fiC°�c"roron^ ;N"5v� c'Yt•Nww:af�i+a�VdvaLNoODOro 6Gccauo+,r) oaL0vOc-3�p `a �U�•Lw°°OY�c_3=�ov0CIcvuoo0ov�L,ond0r`u n `''•'a•oF2v'r— �vOoC"=Co,L-C-oLN_o- uO- ^Lpcoc�aad OOOO O O d O O O O O O O O O OO O O O a u con O o O OO O d O O O O O OO O OO O OO O O OOO OO O NN N N N Occu N NN N NN NN N N N O CjC✓0J oro Oj y � 0z05 05 NAILED NAILED Q 304 A 04 LUSfUYE gO03 E o3 m LUsa �LIS21 E 03 E03 a, i LUS E LDse O3 08 40 oLffiS0 LUS2sLAY01 01 0303 o CCQILusts L03 0 vE I CD - r O O0pwC Oo- O O O0 0 0 o o 0_0 - usze Q ¢ O 0 - 0 _Q. ` ¢ ¢ ¢ Q �i- C7 03 -0 m :5oQF O — O- OO 03Lus2e °O 3 = Q -LUSxS , - M 0M03CN LUSze 3LAY01 `USfE LAY0aze - 03' 03 IUEI >LUS29 it 03 Lusts 03 LUs26 03 uszLuszE Co o03 03 NAILED Ea IS04 04�<NAILEDNILED iEA 05 no _� 3c a tiw--A-77 O GO 49-00 04 77_10 12 o v q ° h ° oc i � `.ma�t•'Cup�SiWa�o�aE� �z @ouD °u 0 LA E130-00-00 Nc o U LU Eww -'s E i. •A NY � � O ROOF WINDOWS WS V ' `$aCvE mc Xu Velux R.O. 22 1/8"w x 46 7/8"h TruGPUCK060070 LOW-E3GLASS mantop hinged roof windowE . E2 gOLr�Numer uote Number0210317 AA Drawn By: Justin Moloney obName: PEQUASH SYMMETRIC HIP obsite: CUTCHOGUE 3/22/2021 ROOF The following information is approximate andNuaranteed: Roof Sheathing Area: 4942.48 / Ridge Lines: 87.33 Hip Lines: 114.88 SCALE : BEST FIT Valley Lines: 0 Horizontal Overhang Lines: 324 Raked Overhang Lines: 0 ON 11 i� 17'1 N C4 A- 1 04 Fo 7�oos U� 130'-0" 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103-07-15 - I 1 Y?' 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DESIGNIGN DRAFT•BUILDi i I !t it 646.416.4096 huck hirschK I it bo CONTACT INFORMATION ifI GRADE JIM BRODSKY/RUCK HIRSCH,OWNSRS (631)876 - 5 3 19 ADAM WEST,CONTRACTOR (631)764-1886 HUCK HIRSCH,DRAFTSPERSON (646)416-4096 W) LOU SCHWARTZ,ENGINEER (631)839-4824 O00M WINDOWS and DOORS WST:ELA -ON Andersen R.O. 36 1/2"w x 48 1/2"h 0aECXW14 U-VALUE:0.29 casement window SHGC:0.31 Andersen R.O. 24 5/8"w x 28 7/8"h C125 U-VALUE:0.29 casement window SHGC:0.31 Andersen R.O. 21"w x 36 1/2"h i` CN13 U-VALUE:0.29 casement window SHGC:0.31 ff Andersen R.O. 72 318"w x 24 5/8"h A61 U-VALUE:0.29 awning window SHGC:0.31 Andersen R.O. 36 1/2"w x 36 1/2"h CXW13 U-VALUE:0.29 , SHGC:0.31 casement Andersen R.O. 21"w x 28 7/8"h fir CN125 U-VALUE:0.29 1I; casement window SHGC:0.31 I= , Andersen R.O. 60 318"w x 17 1/2"h It (I li I: If I!, it 11 p u l I1111 1 n ; t • n r If i fIt Ili!,i,ii!, It it r if , I;il it If u: I, wt I: It ti? lit I it lc If ; it, t it is iawning window SHGC.0.31AR51 U-VALUE:0.29 it Andersen R.O. 32"wx48 112"h " fl�iII{f4II(I('!I1 ii,�1IIji1'!l' !,e,''-'Ii1{II1II it •,''11I,t1':I({I(if1r,IIiii l,.'iI i1Ir*If(,.,.1-�IIIiII(I.,G•'', I.''i�-i,I1;IIiI!I';,ti?I;II•t il1qIii!!#'IdiiiIII.i.Ii,tii,s•,.II fiiIfIiI sfi;:.?IlIIli,ii�I'III. .,.OII1,i�I,iii;II•:!I(IF Iai'I�1I f ii�,,!i{I,HHl.';,..I iIIi1( {14I,!ItI i(!I�I��1'•aafiiiiI,!!II;IfIi'�I��IiiI.I l.,,i9IiIj�IiI(!,��f 'f,1iiiIi1'l(ii�tt,�il:I,.j{Is.ii{t!F1sII'1�IIItii,+t.;i'.,t,iiIItI+tIlII'.•�'r:'61;iIIt.ir;I,Iii?tii1ti!, �.''' d•iiir!1f iII�li�d1'1i•is,;I�s1ij;-EIitIiiiI.I1I1III{11iitI,'.'',i•�:�lIii i+iII,IiISiIII,''i,IEi,;{''I i�{i1It'i.��..�.'fIIl,rf:,Ifi,i.�l�Ii!f!.�'{iiiII''i III':i!rII`;'iIFII' ' ..!;{!I;•`',IIiIIi,tfI1€'��- `;iiItiIsiIlii �eIIFidtiIf1tfi1i �-tt,l 1t:iit}!•I��i€f1f�'i,'' fr'I 54Is'1tf,f3i(I{sdi,irIIiI I ::;:1i€,�iIIii'fII!,,:.,sI•.4tI6!6•i(!t. 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ICiIi{ tI?4iI. iiI 'i„TIiiIi,i •a_''O �t 1tr1IEI t!I1ir, i,4II � si•1.' rIiIi,IIi ,.'. .iI i tt1I �I 1 hi r*. i( R., ?tI ' t 'r I ,! II ,4I. f. , fi7iqqt es` r W 4 OOO©OO®0^K -V A L U E : 0 . 29CX14O I casement window SHGC:0.31 Therma-Tru R.O. 38 3/8"w x 8 2 112 "h S2000 Onyx U-VALUE:0.30 hinged door -SHGC:0.16 Andersen R.O. 21 "w x 24 5/8"h CN12 U-VALUE:0.29 4 casement window SHGC:0.31 f itTherma-Tru R.O. 44 3/8"w x 82 1/2"h S2000 Onyx U-VALUE:0.30 hinged door SHGC:0.16 Andersen R.O. 189 314"w x 96"h FWG16080-4 U-VALUE:0.30 gliding doors SHGC:0.26 Andersen R.O. 141 3/4"w x 80"h FWG12068-4 U-VALUE:0.30 gliding doors SHGC:0.26 Andersen R.O. 72"w x 83"h FWG60611 L U-VALUE:0.30 �NRTE�Ej��A �N EVON © gliding SHGC:0.26 �/ ® AnaeerrR.O. 72"w x 83"nSOScal1E=AT-0FWG60611R U-VALUE.0.30cagliding doors SHGC:0.26 Clopay R.O. 108"w x 84"h 4051 overhead door Velux R.O. 22 1/8"w x 46 7/8"h GPU CK 06 0070 LOW-E3 GLASS top hinged roof window Window Well Experts CW-2745 R.O. 20 1/8"w x 40 7/8"h in-swing basement window ' T I S SIDING and ROOFING 2.67"x 718"Corro9ated M tai Panels1 Mate BlackO it i Legacy 1X "Prefi •shed Cedar� I 1 'I It I' l"i'i,I{ I tI it I .I ,i i .I ! t i I ,I:. 1I ::I .,. I: 1 �II I. f �! I ! Ii . +I i .li 1I It .t ! l :. ' I .I! .! { ta I, f , °:!� ,{. ,I : I i I : :f ,f, ;I . I f I I iI l I: ii 1 ,I, ,I I ,I fI iI a11 ji I rl !I i it it Ii fl j( It sI s} I it :1t it I •, �! � tl t1 if I1 ft !t I1 li ii {I I• [I 'll fr li i1 ' � It I; I i! it t+ I1 fi .I iII! It II i! ,i1 i i Iti I f ..I It ('.!I { f Tongue an Groove, rade ., i aI f 1I Cedar Tone Stain if � � itF Q M , r 1, (' ELEVATIONS GRADE E CHell, if It EAST ELEVATION is `'� W A- 1 5 .jit. Scale: 3/16" = 1'-0" �, T _ �U11 77006 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 TYPICAL ROOF CONSTRUCTION SCTM# 1000-103-07-15 2.67"x 7/8"CORROGATED METAL PANELS l; MATTE BLACK .' \ SYNTHETIC UNDERLAYMENT � ---` 5/8"AdvanTech SHEATHING ------------� TYPICAL ROOF CONSTRUCTIONi \\ HIP,COMMON and ATTIC TRUSSES @ 24"O.C. 2.67"x 7/8"CORROGATED METAL PANELS \ (R-30 INSULATION,THROUGHOUT ATTIC; MATTE BLACK 14"BLOWN-IN CELLULOSE ELSEWHERE) SYNTHETIC UNDERLAYMENT \\ 5/8"AdvanTech SHEATHING `•moi _ � i.'.' ------------------= ---------------------------�1--------------- north for modern home DESIGN"DRAFT"BUILD TYPICAL EXT.WALL CONSTRUCTION LEGACY 1"X 6"PREFINISHED CEDAR T&G,STK GRADE,CEDAR TONE STAIN huck hirsch 646.416.4096 SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING R-21 INSULATION,R-3 1/2"RIGID FOAM i 2x6 STUDS @ 16 O.C.,INT.1/2"GWB TYPICAL EXT.WALL CONSTRUCTION 2.67"x 7/8"CORROGATED METAL PANELS � MATTE BLACK •'�"'L SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING F CONTACT INFORMATION R-21 INSULATION,R-3 1/2"RIGID FOAM LOU SCHWARTZ,ENGINEER (631)839-4824 2x6 STUDS @ 16 O.C.,INT.1/2"GWB JIM BRODSKY/HUCK HIRSCH,OWNERS (631)876-5319 ADAM WEST,CONTRACTOR (631)764-1886 HUCK HIRSCH,DRAFTSPERSON (646)416-4096 i 10 SOUTH SECTION Scale: 3/16" = 1'-0" 9 NORTH SECTION Scale: 3/16" = 1'-0" KNEE WALL O TYPICAL SUBFLOOR CONSTRUCTION 00 7t 3/4"AdvanTech TONGUE AND GROOVE M ON ATTIC TRUSSES @ 24"O.C. LO TYPICAL INT.WALL CONSTRUCTION �� TYPICAL WALL CONSTRUCTION ❑ 2x4 STUDS @ 16"O.C. $-0 INT. 10 WITH 1/2"GW8 BOTH SIDES 2x4 STUDS @ 16"O.C. 9'-0 " WITH 1/2"GWB BOTH SIDES 11) WESTSECTION Scale: 3/16" = 1'-0" (4)21"x 45"ROOF WINDOWS @ 42"FROM FLOOR KNEE WALL c 00 00 _ M CO r ('7 Lu CV F7TiF GARAGE Ll PRESSURE-TREATED DOUBLE SILL TYPICAL SUBFLOOR CONSTRUCTION SECTION ON TERMITE SHIELD/SILL GASKET 3/4"AdvanTech TONGUE AND GROOVE 2"TH.P.C.DUST SLAB 8"TH.P.C.FOUNDATION WALL ON 9 1/2"FLOOR JOISTS(TJI 230) 6 MIL.PLASTIC VAPOR BARRIER 4'-0" ON 8"x 16"P.C.CONTINUOUS FOOTING 8"TH.P.C.FOUNDATION WALL R-30 INSULATION(THROUGHOUT) ON COMAPCTED FILL MIN.36"BELOW GRADE ON 8"x 16"P.C.CONTINUOUS FOOTING $'�O" 4"TH.P.C.SLAB MIN.36"BELOW GRADE 6x6 10/10 WELDED WIRE MESH 30 MIL.POLY VAPOR BARRIER ON COMAPCTED FILL , EW Y� 12 EAST SECTION oJ�S sc �� Scale. 3/16 A- 1 06 1895 PEQUASH AVENUE b " CUTCHOGUE, NY 11935 SCTM# 1000-103-07-15 Q' Rf 1 q north fork modern home DESIGN•DRAFT•BUILD , huck hirsch 646.416.4096 •; CONTACT INFORMATION JIM BRODSKY/RUCK HIRSCH,OWNERS (631)876-5319 ADAM WEST,CONTRACTOR t (631)764-1886 RUCK HIRSCH,DRAFTSPERSON (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 5'-011 _ r_Ou t 5'-011 71-011 2v-011 2'-011 r 21-0117' r011 _ 1 11-011 .. &00. I� F 13 DECKI : SOUTH EVATI � . 14 DECKP��M Scale: 3 1 -0 0r-0a 10r— n 10r-0n 10r-0rr 7"STEP 91-11 7/8n 7/8n 9r-11 7/8n - �.. ol F I..; ,SIL II II II II 11 FF ,lu"" d II 11 II II II I II'.. 11 II II 11 II II .""II• ,'.I II II II II II I IY� II II II 11 II 11 .11 ".1 It 11 II II II I, 'll<' II II II II II II 'll' ':• 1 �� I=_ EcolEc=IE==IE=clta=IE=cIE==1L'_=1 =alE=c1E==1E_=IE_=IE=_I t_clt__IE__IF=cIF==IK__IF_='I =ol _=It_=It__Ik=❑It==It==1 t.=lt==It==IE==It❑alk--It--ILl_=1 ❑=lt=-IE--It -It clt=cl _ E=-It--It--It -1 _='1 I'-'�qi -II --II --II --II --ily --II --II --II IT -U - I .'"�I II IC II II II II 11�,-1 -II II II`--II II 1 -�Ib_-II --II --II --II --IIII,--II - 11�-'I --II --II --11 --11 --II --I'T�II II __li__11__li _ _ II,_�'.IIJ 11 11 II 11 11 11 [SII .1( 11 11 II II II Ill 11 11 11 11 11 11 111 II IF 11 II 11 111 11 II 11 II 11 �11I[ 11 11 11 II II - �I II II II it II 11 II 11 II II II II II II II it II 11 II II 11 II II II II II II II II 11 II ❑ 11 II II II II II II II II II II II II II II II II II II II 111 ^\� d� t II II II II 11 II II II II II It 11 II II II II II 11 II II 11 11 11 11 II II II II 11 II II 11 II 11 11 11 II II II ❑ II 11 II II 11 II II II 11 II II 11 II1 1 11 1 11 1 " 1 Ir 1 11 1 1•"4 ` I I I II II II II II II 11 I I II II II II II II A II II II 11 II II II II II II II 11 II II tl II 11 II II 11 II II II II p II I I I I II it II I I I I I I I I II II I 9-4 1/4 9-4 1/4 9-4 1/4 9-4 1/4 9-4 1/4 9-4 1/4" I II II II II II II II II II q 11 II 11 II II II II II II II II 11 II II II II II II II II II II 11 II 11 II II II 11 II II II II 11 II II II 11 II II II II II 1 I II II II II II 11 II II II II II II II II II II II II II II 11 II 11 II II II II II II II It II 11 II 11 II II II II II II 11 11 II II II II II II II II ❑ II I �� I II II II II p II II II II 11 II II II II II II II II ❑ ❑ It II II II II II II II II II II II 11 II II II II II 11 II II 11 11 II II II IF II II II II II II I II II II II II II 11 II II 11 II 11 II II II 11 II II it fl II II 11 II 11 II II II II 11 II II 11 II II II If If 11 II II II It 11 II II 11 11 II II II II II 1 I 11 II II II II II 11 II 1 II II II II tl II II 11 LI II tl II 11 II II II II II II II I Ii 11 II 11 II 11 II II II II 11 II II II II 11 II II II 11 II II II � i 11 II II II p p 11 II II II II II II p II 11 it II ❑ ❑ II II 11 II II II 11 II II II II II II 11 II Ii II II II II II II II II II II II II II II II II II 1 t 11 II II II 11 II II it II II II II IF II II 11 II 11 p ❑ II II II II II II 11 II 11 II II 11 II 11 II 11 II 11 11 II II II II 11 II II 11 II II II 11 11 II II II II II II II II II II II II 11 I! 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II 11 11 II II II F--" ; ' I II 11 II II II '' II' II II Ii II II II ,'IL I II II II II II 11 II 11 If II II II—=1 f- I 11 II II II II II II II II II 11 II tl II 11 II II II 11 II II I II II II II II II 11 II II II it II 11 II II II II II II 11 I I•',' I,:' II II__II_ p II _II_-tl__IE_.�eElll,__11,__jF__)F__{j__jL_Cll�,_1�__JI-__fl-__JI__)___II__II -II__II___Ii__II__JI--II_ I,' ,:X11__11-__II__II-__IIIIf-__fEII-__II,__�I,'J jj,Jl tl 11 II II II II 11 II II II II II II II 11 I II II 11 11 II II II II II II II II II II it it II II II II II II II II II II 11 I — _ _ _..__. _ r i 1F==1F==1F==IF=-df�'=dtf==1Y =1E==)E= 1 1 ==lF==1F -it==1F==1 ==IF= •J F, =B==lF==3F==1F==iF==lF==lFy=.a ==1F==IF==6==lF==1F==1 =.EyF_=lF== f==FF=`iF==IF==1f,dy lF II 11 II II II II II H II II II II II II II II 11 II 11 II 11 II II 11 II II II II II II II II II II II II II II II II II II 11 I II p II II '• II, .'I� 11 II II II 11 11 111 II FI II II II :If,•.:I II II II II I I�, IL II II II II II FL -'ll:, :'I II ❑ :IF I II II IY,: 11 II II tl II II .IL �II II II II II !I II II II II II II II q II II II II II II 11 II II fl II tl II II II II II Il II II II II II II 11 II II II 11 I u I u n u I� u n FR n u I n n u 1L EXTENDED WALL II II II II II 11 II II II II II II II II II II II II II 11 I11I11 IIIuuIIIuunIIIIIIII 1IuuIIIIunuIu I1IIIII IIuuIIuIIunuUIIIIII I1nnIIIInuuIt1IIIII IIuuIIIIuuItItIIII IIunIIIn1nuIIlII1II IIuuuIIunIIIIII IIuunuI1uIIII1I n1IInnnIIII1III uIIIIIIuIIIIIII nI1n1III11II nuIInIIII IIIII tIIIuIIu IIIIIl upIIIIuIIIIII nnIIIIn1III1I u1uIIIuII1III InnIIuIIIII IUuuI1II1 FIuuIIIuIIIIIII IIu111IuuIII111II IIuu111IuIII1II11 IIuuIIIuIIIII ( ) x 6"STEP '__.___C11m.�Irw .nfIIit .II - LEDGER 11 u u u n 11 11 II II II 11 It 11 If 11 II 11 11 II It GRDER - ---- GIRDERS2x8 LEDGER 1 it I1 i note:LAG LEDGER TO FRAMING ____---=II 1 I u u If If u I, u u u IF u n u (1/2"LAGS @ 16"O.C.STAGGERED) If I 'I 11 it II 11 II IF II II II II V--ri II II II II II I II IIIF II,'.• II, II II 11 IF 11 II II ;' ..I 11 II II II 11 I{'r- �+{Ik II II II II II _ ;=It==16=_16L�.1 ==16==IL==16_Jt_=I6_=1F='c"af =_It c_n16=-1F=_1Kc_1K_ - DECK JOISTS --11 --1i•- II IIS!=I --I�_=I� -Ir It =It= =I'-AML II II x'71 1"X 6"CEDAR DECKING ff. 1I 11 11 II I ':II' 11 II II II IIL I' - ===-1 - u n u u m 2x6 DECK JOISTS @ 16"O.C. 1 n u n u TYPICAL DECK CONSTRUCTION 24x24 FOOLING WITH 8"DIAM.SONOTUBE ii �i ii �i SONOTUBE ul M MIN.36'BELOW GRADE " ° 11 ° in f- u n u u ====_01 u u u u ' II• II I __r JI FOOTING ae_a 11 u u u ____ 111 - u u u u 1 III I II 11 II 11 GARAGE ii it It 111"X 6"CEDAR DECKING 2x8 LEDGER = ____---- ~ 11 tl 11 11 note:LAG LEDGER TO FRAMING 111 ' If LI It 11 III 1 r (1/2"LAGS @ 16"O.C.STAGGERED) u �f1. ' J a IIL 11 u u u �It- ' 2x8 LEDGER in DECKING u u u n note:LAG LEDGER TO FRAMING - -----" _ 111 M 1 u n u u 1 1 11 11 11 11 "LAGS @16"O.C.STAGGERED) _ -----"' ~ (1/2 1 11 it 11 It - in STEP —j If II II . it F II II II II It II II II II 11 II II II II 11 II --- EXTENDED WALL ' ------ ---------- II II II II II II II II II 11 II II II II 11 11 II II II II II II p II II II II II II II II II II - � - 11 II II II II II II II II II II II If II Ii it II II I1--11' I1 11 If 11 1I 11 11 11 11 11 11 II 1�lfl II' I -11 -_II __tl_ =11__-11 II -II_--11_--II__-11 _ II II LI _'II IE=-t,--It__Ik--ik5❑It==1kc.I = 1C-,`�Ik==Ik==lk=-Ik==IkE=1t-�-=,31 ' � LL�� ' �� DECKING: PLAN p��5 SCI{�,q� 'P 9'-6 3/8" 9'-6 3/8" 15 Scale: 3/16" = 1'-0" O (3)7"STEPS C � 77006 70, A- 1 07 -.SSIONP Fire Resistance 1895 PEQUASH AVENUE - - ;I p,r,,c',ar,+�F !`Ir14 Fjazt.rtl Gla=.--.6 at o7 CUTCHOGUE, NY 11935 - --- Nail Sizes Joint Description (common nails U.O.N.) Nail Spacing t - -- - Interior'Ivati SCTM# 1000-103-07-15 ROOF 000- 3-0 - ROOF FRAMING - GIRDER AS SPECIFIED ' - Rafter to Top Plate(Toe-nailed) 3-8d per rafter 2'x4°f erl ar:j.0 n------� c ,c�axo,rea Ceiling Joist to Top Plate(Toe-nailed) 3-8d P J Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap i Ie ++" *{�"" •*' BLOCKING PER I I r ; :I Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap -- -------- - MANUFACTURES SPEC. 2-8d per tie i _ 1c Collar Tie to Rafter(Face-nailed) j JOIST AS SPECIFIED Blocking to Rafter(Toe-nailed) I 2-8d each end MATERIALS LS T40 S (1)CS18 METAL STRAP 2-16d each end .r5" Typo %GyrscTrn An -tf .tn METAL HANGER PER Rim Board to Rafter(End-nailed) - -- wood Studs(16"O.C•) 2D -- - - To,.-,I Fa I F. t PER STUD w/(8)8D MANUFACTURES SPEC. COMMON NAILS PER 12" WALL FRAMING north T k modern hom / __ nor or END LENGTH Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot Top Plates at Intersections(Face-nailed) 4-16d joints-each side i e Stud to Stud(Face-nailed) 2-16d 24"o.c. Typical Joist Hanger II Header to Header(Face-nailed) 16d 16"o.c.along edges �' ' ar 1 Not To Scale fi0'-�"'•�� --�L�"-"�"�� DESIGN•DRAFT•BUILD Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud Zone 1 Zone 2 Zone 3 2-16d I per 2x6 stud 2-16d per 2x8 stud huck hirsch 646.416.4096 RAFTER ! F E-D 12'O.C. 4.O.C. 3.0 C. (1)SIP�IPSON H2A STRAP PER I Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d 1'2 per foot p-- RAFTER w/(12)8d COMMON NAILS (Face-nailed) ECCE E"O.C. 4'O.C- 3'C.C. WALL PLATES FLOOR FRAMING _____- _L t;z•E 2 PLvOiOC'D W A SHS,AT I A TO BE SECURED WITH 8D ----- - A' aERIOR TALL _ HIR STUD WALL Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist CO VON NAILS- 1!2'X C A..,PAT,c S INDICA"ED ABOVE Bridging to Joist(Toe-nailed) 2-8d each end CONTACT INFORMATION Blocking to Joist(Toe-nailed) 2-8d each end FOR ADD"ICVAL STRUCTURA:,NAILING RECUIREbf=_NTS.FEFER TO 3-16d each block 'FASTEN NG SCHEDU!E FOR STRI;C-URAL r'Eh1BERS%NEV.YCR•C STATE JIM BRODSKY/HUCK HIRSCH,OWNERS (631)876-5319 ANCHOR BOLT Blocking to Sill or Top Plate(Toe-nailed) CCDE BOOK. ADAM WEST,CONTRACTOR (631)764-1886 Rafter/Plate/Stud Connection . • 4'O.C. (TYPICAL) 3-16d each'oast HUCK HIRSCH,DRAFTSPERSON (646)416-4096 12"FROM CORNER Ledger Strip to Beam(Fece-nailed) � 1 i, 2 Not To Scale Joist on Ledger to Beam(Toe-nailed) 3-8d per joist LOU SCHWARTZ,ENGINEER (631)839-4824 Band Joist to Joist(End-nailed) 3-16d ; per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot Simplified Roof Sheathing Nailing Schedule -- - - -- g ROOF SHEATHING - Not 0 Scale Structural Panels 8d I SEE NAILING SCHEDULE WALL STUD ' I 3 � 2 3 3 2 3 ! ...-. ._ . ,�' DTT 1 Z DTT1 Z -- 75C♦I ./��`E8T�7�' Diagonal Board Sheathing 2-8d per support i Cortdf, t -HOIe¢*sum CerlxtOt Ir1 !M•d 1"x 6"or 1"x 8" __ __ ( -- Ff+ .h With 1P�'-711 Stta��th'rttI _ : I__ _-:�._ _ Header & Post Tie Downs 1"x 10"or wider 3-8d per support I r Uriu rC"°11.OT, 7 - - - - �� to t w'r "�re0 fries wd crn be nvur'1 -... - tri Not To Scale -- _ CEILING SHEATHING FLOOR JOIST - - - i s.. . ,� _- - ------ - ----- - - -- -,...- --- t i+es'fnin rl i r r f Er`"''�sY irtxel tt�^�`"'r int tx o">�rs'ce�nei{t6orr� Gypsum Wallboard 5d 7"edge/10"field j r -OPt'n,1ar s;dn-mnu r .3 mny to grad to erre a 2 1 2 2 1 2 I § I l i i, in taiiaE:�n monxin of 3'OrIr ad n',F"tay a fJ'I t.* - -- - WALL SHEATHING 1 grro�e into".--V"p „mak vTV fr*rn,rx+ CJ r 3�min - V -- see table 3.9 ; �' 8d ( ) Structural Panels _Do not aver drive DTT WALL STUD 1 Z " ' , __...._...... 1 CotxE.ian 2-Tca�Oi Wall Plat-9 DOS Nnt Fiberboard Panels .- •; /t!€�n with Bcsttcxn of p•+ck Jeatat (1)CS18 METAL 7/16" 6d i 3"edge/6"field i i � 3 � 2 3 3 2 3 # � anchoring$CrPVJ The 2Q1 X018!!'?�;tf•:�m 1 8ta3">�•R1 8d 3"edge/6"field On thn brsticam ortt K"71 F +r°vm"DTT1Z STRAP PER STUD 25 132" I °� *'d"WA e w/R 8D COMMON Predri!!?�':R-diarneter hole for ful! threllco: w,,!to s,ex!rnd&,�^�rd Lmng 1 .'fr.., rxa Gypsum Wallboard 7"edge/10"field Ga''e.Roct,p-anr�O.t� 5 decrees -- 2x ffMFrnt)fr' NAILS PER END 5d 8d (see table 3.9) ) j fart screw Predrilling net required with R"r, ,or I W � � Strong-Drives SDti'Vt1 Timber-Hex HDG scree. a«.�: ,�,Drr,z to be�r"°'d a1�'d k?�?"icn Hardboard Particleboard Panels 8d (see table 3.9) t d'd*;*1 ' .r..+:.-.... -ti.......r...- tin Floor Box j Diagonal Board Sheathing Stud Straps Second 2,gd I per support 3 1"x6"or1"x8" i 3 2 2 3 Not To Scale • 1"x 10"or wider 3-8d per support - - -- FLOOR SHEATHING ATHING • 1 CS18 METAL ---- - -- - - - - STRAP PER STUD w/(8)8D COMMON I Structural Panels NAILS PER END �i 1"or less ' gd 6"edge/12"field I 2 1 t 2 SHEATHING CARRIAGE BOLTS i greater than 1" 10d 6 edge/6 field " n Diagonal Board Sheathing E • I 1"x 6"or 1"x 8° WHERE FLOOR JOISTS ARE SIDING (2)2X GIRDER 2.$d per Support THIS DETAIL IS APPLICABLE FLASHING FOR 1"x 10"or wider 3^8d per Support PARALLEL TO DECK JOISTS. WATERTIGHTNESS -- ------------ - -- - WOOD POST ANCHOR BOLTS 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge, if wall sheathing is ________ DECKING nailed 3"on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural ! 3 2 2 3 POST ANCHOR I members shall be doubled,or alternate connectors ,such as shear plates ,shall be used to maintain the load I APPROVED JOIST HANGERS path. ' ;'r n!pf n O tc"1 .Her."ec5 2 When wall sheathing is continuous over connected members ,the tabulated number of nails Shall be 2"MIN. 2x LEDGER WITH FASTENERS N ACCORDANCE WITH ABLE R507.2 permitted to be reduced to 1 -16d nail per foot. CONCRETE PIER ' MASONRY WALL RG"Q�,HFAT►;'K rtiA LrN"SrHEC� FLOOR JOISTS HOLD-DOWN DEVICE MIN 750 LB.CAPACITY . ; .•�• • , _- --- r �^ ' F AT 4 LOCATIONS,EVENLY DISTRIBUTED . , ALONG DECK AND ONE WITHIN 24"OF EACH Zone'1 Zone 2 Zone 3 END OF THE LEDGER.HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. Deck Railing/Post Anchor FE_D t2'o.c. 4'o.c. 3•oc. 11 4 S le ECCE E"O C. 4'O.C. _a 3"O.C. A FULLY REDRDED°/a DIAMETER LAG Not To ca € TOREN PREDRILLED W/MIN.3'PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER. First Floor & Sill Anchors CUM,'AT'CAfIDGCOGMPNIvGCS'GVCRTCRIAASPCRNYSRCSIGCNTIA�COGCR30L1.1 sl.I�n�n 25.4 mm. CS18 METAL $ w<•--- - �- -=-° - """'""" A:_L 1,7'EXTERIOR PLYl"+OOC WALL SHEATHING TO BE ED ABOVE 4°IITH E'Q PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS m...,..„. .,,._�.«.._.,:W_._...,..,..",.,...._ �.�._..».,..._.__..... .�..,."........-..�.....�... t For STRAPS w/(8)8D Not TO Scale �-. -�� "• .-��-� »w,.�.,,..,." ICE SHIE:DUVDER.AY`dEV• CO:':'ON NAILS-2 .;c'X 1C t;c GA.,PAT.=R14 AS IND!CA'ED ASGVE FIGURE R5o7.2.t(2) COMMON NAILS UL'i"�'ATE SE c;!C DES GV CA?ECORY +I;E,A'HER"s3 FROST t'�;E DEFTN TER.'ITE DECAY P�NTER DESICV TEI,1^, F1000 MARC- T PER 12"END CRD`"JOS`J�,Y1.DA0 VOX SPEED J RECIJFED FOR ADD-IOVALS'RUCTURA=NAILIN3REQU'FEVENTS.FEFER'O "FASTEN'NO SCHEDULE FOR STRUC'URAL VENIBERS%NE��.'YOR4 STATE �A��I"fi 101W'10'.'S CODE 304K. 23 130 B SEVERE 3r.(TOP) h!Ic H S to llt 11 YES • � BLOCKING • Not ToiScal Roof Sheathing Nailing Schedule 9 RIDGE BEAM Not To Scale FLOW 5 Rafter Straps Not To Scale STAGGER FASTENERS t 2 IN 2 ROWS IF WOOD BEAM _ ® ® 5.5'MIN.FOR 2 X 8' "DIS'T'ANCE SHALL BE PERMITTED T 4"VENT THRU ROOF 4"VENT THRU ROOF 5"MAX 6.5'MIN.FOR 2 X 12 BE ARE USED OR O 4.5-IFLT SP ACING IsAG EV • ROOF 7.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS ® ® ® ® REDUCED TO THAT OF LAG SCREW • TE ,�,� LAG SCREW OR BOLT 3/4'MIN. TO ATTACH 2 X 8 LEDGERS TO 2 X 8 BAND JOISTS. 2'MIN. STEEL PLA LEDGER BEDROOM 3 STEEL COLUMN LAUNDRY BEDROOM 2 ------t-------� MAIN BEDROOM 1/2 _ ——— For Si:1 inch 25.4 mm. KITCHEN BEDROOM 1 __ --2"--,- FIGURE A50-7.2.1(1)AND B .——•,,——-2"——r———� _ �� ——— —�� —I—————T——— PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS .2'—'rte i 1 12" 2 2" r I 2:: 1 1/2" 2" j 1' 2" I 1 1/2" 2" 1 1/2•, 1 1/?, I 1 1 1/2" 2° i I l i 1 i/2" r 1 1/2" LAV 1 1/2" I LAV ( I LAV 1 LAV 2 -_--r- I LAV 1 1/2" LAV 1 2" I I I STEEL COLUMN SINK ) I W.C. I W.C. ! w.c. W.C. STEEL PLATE D/w wrD W.C. Tul3 3 2 TUB TUB SHOWER SHOWER JJ 1ST FLOOR 3. 3. 2. a. s s• 2• z s' rz C.O. . !" .•I z 3. 2• L 1 2' + z 3• 2. I U CONCRETE PIER ... .......... C.O. I 4" MAIN WASTE LINE DIAGRAMS . a SLOPE; 1/4" PER FT. " • a'° 4 ...CONNECT TO APPROVED SANITARY SYSTEM 4' MAIN WASTE LINE SLOPE: 1/4" PER FT. HOUSE TRAP Porch Beam/Column Anchor 6 Not To Scale PLUMBING RISER DIAGRAM C� 16 i' r r tlJ e W A- 1 08 MJF 7700E SSt�NP� 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 SCTM# 1000-103-07-15 MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, 61 COLOR TO BE SELECTED BY OWNER CONTINUOUS BEAD OF INTERIOR 30#BLDG FELT ADHESIVE p0 PDC SPACE NE v2"CDX PLYWOOD SHEATHIN CONTINUOUS BEAD OF ROOM ABOVE GARA E SEALANT ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING) north fork modern home MIN.1"CLEAR SPACE FOR VENTING OF INSULATION CAVITY R-30 BATT INSULATION INSULATI C Y SU 10 CONTINUOUS BEA CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) — — — — — — — EALANT OF ON 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD,(4)8DESIGN•DRAFT•BUILDd COMMON NAILS IN i WOOD FRAME F OR EACH END AS PER TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL, DRYWALL CAULKED,GLUED ASSEMBLY CON INUOUS BEAD OF ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE SEALANT WOOD FRAME LOOR SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUED huck hirsch 646.416.4096 ASSEMBLY 2-2"x4"TOP PLAT I OR GASKETED TO TOP PLATE INSULATED D 1 1/2"RIGID INSULATION FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS))AS PER CODE, CONTINUOUS BEAD OF WALL 1/2"GYPSUM BOARD TYVEK OR EQUAL VAPOR BARRIER CLADDING SEALANT SAME FOR FLOOR ABOVE GARAGE 1/2"EXTERIOR PLYWOOD SHEATHING TAPED INOR SEALED JOINTS INTERIOR CONDITION UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING SPACE 1"RIGID INSULATION R-5 2"x4"WALL STUDS @16"O.C. R-15 BATT INUL.ATIO CONTACT INFORMATION AIRSEALING @ UPPER EXTERIOR SHEATHING CAULKED,GLUED OR JIM BRODSKY/HUCK HIRSCH,OWNERS AIR SEALING @ UPPER 2"x4"BASE PLATE GASKETED TO BOTTOM PLATE (631)876-5319 I ADAM WEST,CONTRACTOR (631)764-1886 CONTINUOUS BEAD OF FLOOR RIM JOIST 1 1/4"X 20 GAGE STEEL STRAP(4)8d COMMON NAILS IN EACH END AS PER I FINISHED FL HUCK HIRSCH,DRAFTSPERSON (646)416-4096 FLOOR RIM JOIST SEALANT TYPICAL FLOOR CONSTRUCTION: TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL LOU SCHWARTZ,ENGINEER (631)839-4824 3/4 T&G PLYWOOD FLOORING SCREWED AND GLUED TO CONTINUOUS BEAD OF FLOOR JOISTS(SEE PLAN FOR TYPE, SIZE AND SPACING) 112 SEALANT SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE — CONTINUOUS MINIMAL SIMPSON LTP4 @ 16"O.C.FROM RIM JOIST TO PLATE.�TO—_--",EXPANDING FOAM AT BE FASTENED AS PER SIMPSONS RECOMENDATIOFGLUED R SHEATHING CAULKED, WINDOW PERIMETER 2-2"x4"TOPR GASKETED TO TOP PLATE WINDOW UNIT AS AIR FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS) I TAPED OR SEALANT OVER JOINT IN EXTERIOR SHEATHING BARRIER AS PER CODE. CONTINUOUS MINIMAL 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH EXPANDING FOAM AT (4)8d COMMON NAILS AT STUD AND(4)8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN WINDOW PERIMETER TOTAL OF 8,AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL EXTERIOR SHEATHING (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO WOOD FRAMING CONTINUOUS BEAD OF BE WRAPPED UNDER WOOD SILL. PER SEALANT MANUFACTURERS MANUFACTURED RECESSED I REQUIREMENTS LIGHT ENCLOSURE 2"x4"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED SIMPSON LTP4Z @ 16"O.C.FROM RIM JOIST TO SILL.TO ITO BOTTOM PLATE SPECIFIED ATTIC INSULATION BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: CONTINUOUS BEAD OF (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HO I 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS ADHESIVE DIPPED GALVANIZED) (SEE PLAN FOR TYPE,SIZE AND SPACING)R-30 BATT INSULATION CONTINUOUS BEAD OF (2)2"x6".25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO SEALANT CONCRETE FOUNDATION WALL W/5/8"DIA. HOT DIPPED GALVANIZED ANCH — — _ _ _ _ _ _ BOLTS WITH 3"SQUARE HOT DIPPED GALVANIZED WASHERS @ 23"O.C.MINIMUM 7"EMBEDMENT(NOT MORE THAN 12"EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE DRYWALLING AM SEALANT ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER CEILING INSULATED AT PERIMETER 12'� ON STUD, RAFTER FACE, ETC. SILL GASKET D EXTERIOR STUD CONTINUOUS BEAD OF TYPICAL FOR ALL LOCATIONS. WALL SEALANT RECESSED LIGHT FIXT CONTINUOUS BEAD OF CONTINUOUS SEAL SEALER, SEALANT NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND(2) INSTALL INTERIOR FULL WIDTH OF MUDSILL #5 REINFORCING RODS TOP AND BOTTOM, SHEATHING PRIOR TO 4"THICK CONCRETE SLAB WITH 6"x6"#10/#10 INSTALLATION OF PRE- FOUNDATION WALL ASAIR SEALING @ATTIC W.W.M.OVER 6 MIL.POLY VAPOR BARRIER FAB FIREPLACE UNIT AIR BARRIER RECESSED LIGHTING 1/2"EXPANSION JOINT FILLS CONCRETE SLAB AS AIR 1'-4"x 8"DEEP CONCRETE FOOTING W/KEY PREFAB FIREPLACE BARIER WAY AND(3)#5 STEEL REINFORCING RODS. UNIT UNDISTURBED SOIL 'NO-TE: SHADED COMPONANTS DESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL AIR SEALING @RETARDER SYSTEM. SPECIFIED ATTIC INSULATION SCALE: EXTERIOR WALK 1 1/2"RIGID INSULATION 4L FINISHED CEILING FINISHED CEILING CONTINUOUS BEADS OF ACCESS PANEL SEALANT TRIM OVERHANG 112"INT CONTINUOUS SEAL SEALER, OPENING TO SUPPORT PANEL ACCESS PANEL TO TIGHTLY ON FRAMEAIT NDFULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL SIDES AIR SEALING @ ATTIC HATCH AIR SEALING @ PRE-FAB FIREPLACE PLATFORM PLUMBING EXPANDED FOA PIPING TOP PLATES CONTINUOUS BEAD OF SEALANT SEALANT TOP PLATES EXPANDED FOAM SEALANT EXP'ANDE1) PROVIDE BLOCKI G A S LD FOAM CAVITY ALL SID PLUMBING SEALANT CONTINUOUS TUB UNIT BEAD OF THIN-PROFILE WALL PIPING ELECTRICAL SEALANT SHEATHING WIRE CONTINUOUS WALL STUDS BEAD OF SEALANT D 0 T WALL STUDS WI DOW RIME R OD ME OR SEMB CONTINUOUS BEAD OF AIR SEALING @ TOP PLATE SEALANT PLUMBING PENETRATION AIR SEALING @ PLATE ELECTRICAL PENETRATION AIR INFILTRATION AIR SEALING BEHIND TUB 4 l � ' W 17o OA- 1 09 �goo NP�� SSI 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 HIP CAP SCTM# 1000-103-07-15 RIDGE CAP II TYPICAL ROOF CONSTRUCTION 2.67"x 7/8" CORROGATED METAL PANELS MATTE BLACK SYNTHETIC UNDERLAYMENT north fork modern home 5/8"AdvanTech SHEATHING DESIGN•DRAFT•BUILD i i Ohuck hirsch 646.416.4096 — I DECK CONTINUES CONTACT INFORMATION JIM i ! = ADAM WES�CONTRACTOR ,OWNERS (631)876-6319 (631)764-1886 _ _ poll M-0 j — LOU SC WARTZ,ENGINEER DRAFTSPERSON (631)839-4824 (646)416-4096 I I c�i l WINDOWS and DOORS i Andersen R.O. 36 1!2"w x4 1! ' h i - A CXW14 U-VALUE:0.29 O casement window SHGC:0.31 I I i Andersen R.O. 24 5/8"w x 28 7/8"h © C125 U-VALUE:0.29 casement window SHGC:0.31 ROOF LINE i l Therma-Tru R.O. 38 3/8"w x 81 11/16"h S2000 Onyx U-VALUE:0.30 Ohinged door SHGC:0.16 note:OUTSWING 6x6 POST R.O.differs from similar inswing door J I Clopay R.O. 108"w x 84"h A 015 OI — overhead door I ( Velux R.O. 22 1/8"w x 46 7/8"h CONTINUOUS S GPU CK 06 0070 ROOF CO S WITH HOUSE LOW-E3 GLASSO top hinged roof window I ' i 2 ER 11 Li ( )2x8 HEAD Z GARAGE: ROOF aWOOD 2 STEPS 18 Scale: 1/4" = 1'-0" W BOLTED TO SLAB = WITH CLEATS J KEY i J i R 00E71—.•... 4'FOUNDATION WALL ; X `V 8"TH. P.C. FOUNDATION WALL ON 8x16 P.C. CONTINUOUS FOOTING v Fire separation MIN. 36" BELOW GRADE �; ' :.:�:.:- 8'FOUNDATION WALL ------------- required as per NYS Code --•——----•—- HEADERS, i -- -- �— -- GIRDERS,BEAMS = W OX WINDOW/DOOR TAG 00 i J X R N DROP T.O. FOUNDATION WALL r WOOD 2 STEPS `� TO ALLOW FOR OVERHEAD DOOR O LALLY COLUMN BOLTED TO SLAB N WITH CLEATS Z v .e ------------------- (2) 2x8 HEADER (2)2x8 HEADER A B ROOF CONTINUOUS WITH HOUSE z 2"TH. P.C. DUST SLAB 24'-0" 6x6 10/10 WELDED WIRE MESH 01 '01 ON 30 MIL POLY VAPOR BARRIER ON COMPACTED FILL 17 GARAGE: PLAN Scale: 1/4" = 1'-0" DROP T.O. FOUNDATION WALL TO ALLOW FOR OVERHEAD DOOR b 24'-O° GARAGE: PLAN 19 GARAGE: FOUNDATION �` ` - N Scale: 1/4" = 1'-0" -6 SCHW '�1�� 77006 A- 0 1895 PEQUASH AVENUE CUTCHOGUE, NY 11935 12 _ SCTM# 1000-103-07-15 ROOF CONTINUOUS WITH HOUSE—— � i I , III � IS , for mode I k I{ �I � ?; north modern home I E l' t 1 i!+ ��d li f ,.I I ') (''a' f+ li I; I li k? ;lid it 'I h Building Height DESIGN•DRAFT•[WILD �I +! I i` s S i i ! " {{� I I{ f .l ' { I :(� I I huck hlrsch 646.416.4096 ` �� 3 ;I' � } +{ ff ' I) �+ i ? �t f ,lie,�*t �� • + II 1 i' I it i t it :i l kl ! = I I I, � . . ii. i=`i,' it ,_ li i t II ii I;, i ? TYPICAL EXT.WALL CONSTRUCTION + ' R o CONTACT --�— — i�AIII ITI, IOj N�_�{�IiIIIIi" =1IIIiIIII P3 \ -1 � Kli f II('.'. ,t!i1�i#C .i ;il i! I,:'�(4?iI'iIi1{i.ff(ii j;irjIiiI�`�`•"il'-i,rIi,t 2ll!0Ii ,M1i11;j,I!(�t?1•- ;n': !iI iff(fr` �;(�III1{''I�4( r�I?I�I�l,Il{ I,?;,!{iI+I,i�`i+!!''`,I�l'�{Il',. 4i!ijI'?,(k I3'_ I t kI�I kii`, 4t!fiI}i'l�I'�.. (?f((tk,��?j?�l '� _ � 1 .. k� 22 GARAGSEc:aNl��e�`Il ;��IOli:?i 3Rii'./1'+1'.lT'!iIit46i;'I(t(('H"d�?",iii—r;i!�`�i;:,E•,IdI61t'f`'1illLi(''-1I(i�j;I6I�3j(?,E0i'i'";.i°;1(+{I,V'�l':;i.'�. IIi�,tAs;,:IlI lII TiO,'A�!I�ltidfO.�.i��,l!�I N,kl� II1I'jI,'�;i?i't 1II ,�,�I1i�i(,Ii r'i`?"ft I1 s�.•';,Ei(i�'I�, i(!;I'idt�!1Il'•+t j{i{�{II� i,iI��I�,`,'.,iI_�i'I(1!I ,�i'�II''`{IJ1(Iii'I'IIIIj Is?,Iji;°r E3S�iitk, _ OO©OOOR — IN FO RM AT IO N LEGACY 1"X 6"PREFINISHED CEDAR T&G,STK GRADE,CEDAR TONE STAIN SYNTHETIC UNDERLAYMENT GRADE JIM BRODSKY/HOCK HIRSCH,OWNERS ( 6 3 1 ) 8 7 6-53 19 5/8"AdvanTech SHEATHING ADAM WEST,CONTRACTOR (631)764-1886 2x6 STUDS @ 16 O.C.,INT. 1/2"GWB HUCK HIRSCH,DRAFTSPERSON (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 6x6 POST WINDOWS and DOORS DECK CONTINUOUS WITH HOUSE-- 2"TH. P.C. SLAB Andersen R.Q, 36 1/2"w x 48 1/2"h 6x6 10/10 WELDED WIRE MESH CXW14 U-VALUE:0.29 8"TH. P.C. FOUNDATION WALL ON 30 MIL POLY VAPOR BARRIER casement window SHGC:0.31 ON 8x16 P.C. CONTINUOUS FOOTING ON COMPACTED FILL Andersen R-0. 24 5/8"w x 28 7/8"h MIN.36" BELOW GRADE 0.29 casement window SHGC:0.31 Therma-Tru R.Q. 38 3/8"w x 81 11/16"h 52000 Onyx U-VALUE:0.30 hinged door SHGC:0.16 note:OUTSWING R.O.differs from similar inswing door J Clopay R.Q, 108"wx84"h 4015 overhead door Velux R.Q. 22 1/8"w x 46 7/8"h GPU CK 06 0070 LOW-E3 GLASS top hinged roof window SIDING and ROOFNG it it fit Corrogated Metal Panels Matte Black Legacy X 6"Prefnished Cedar Tongue and Groove,STK Grade Cedar Tone Stain r —ROOF CONTINUES TO HOUSE TYPICAL ROOF CONSTRUCTION GA 2.67"x 7/8" CORROGATED METAL PANELS Sc1;ale: ED0" SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING HIP,COMMON and ATTIC TRUSSES 24"O.C. OUTR-301NSULATIONTHROUGj -----------� li 'I'III' IF (i` i::? ii 11 ;.I i1 it it II I U TYPICAL EXT. WALL CONSTRUCTION 2.67"x 7/8" CORROGATED METAL PANELS '!SYNTHETIC UNDERLAYMENT ----------------------------- -1 — 5/8"AdvanTech SHEATHING> _ _------------------------- ------- ---- --------------------- --------- 2x6 PLYWOOD STUDS @ 16"O.C. 6X6 POST 4 i' TYPICAL EXT.WALL CONSTRUCTION LEGACY 1"X 6"PREFINISHED CEDAR T&G,STK GRADE,CEDAR TONE STAIN SYNTHETIC UNDERLAYMENT 5/8"AdvanTech SHEATHING 2x6 STUDS @ 16 O.C.,INT.1/2"GWB GARAGE: WEST ELEVATION 1,X—i GRADI~ 24 Scale: 3/16" = 1 -0" GARAGE: ELEVATION SCHj+ 06 9 �, A- 111