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HomeMy WebLinkAbout48636-Z suFF to ` Town of Southold 5/24/2023 P.O.Box 1179 53095 Main Rd Southold,New York 11971 i CERTIFICATE OF OCCUPANCY No: 44123 Date: 5/24/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 245 Rachaels Rd. Mattituck SCTM#: 473889 Sec/Block/Lot: 108.-4-7.43 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/13/2022 pursuant to which Building Permit No. 48636 dated 12/21/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front entry,rear covered porch and attached garage as qpplied for. The certificate is issued to Gull Dip LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1510 5/18/2023 ELECTRICAL CERTIFICATE NO. 48636 4/24/ 23 PLUMBERS CERTIFICATION DATED 4/20/2023oh ouston *\�.A W� YA46rited nature �sUFEOI TOWN OF SOUTHOLD o �coa' BUILDING DEPARTMENT " TOWN CLERK'S OFFICE oy . SOUTHOLD, NY ~� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48636 Date: 12/21/2022 Permission is hereby granted to: Neighley, Raymond 245 Rachaels Rd Mattituck, NY 11952 To: Construct a single family dwelling as applied for per SCHD approval. At premises located at: 245 Rachaels Rd. Mattituck SCTM # 473889 Sec/Block/Lot# 108.-4-7.43 Pursuant to application dated 10/13/2022 and approved by the Building Inspector. To expire on 6/21/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,044.00 CO-RESIDENTIAL $50.00 Total: $2,094.00 Building Inspector �SpfFG11rTOWN OF SOUTHOLD oy , BUILDING DEPARTMENT ¢ TOWN CLERK'S OFFICE boy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48399 Date: 10/13/2022 Permission is hereby granted to: Neighley, Raymond 245 Rachaels Rd Mattituck, NY 11952 To: Move electric from house to H-frame At premises located at: 245 Rachaels Rd, Mattituck -V011f,) ^ of b-d SCTM #473889 Sec/Block/Lot# 108.-4-7.43 Pursuant to application dated 10/13/2022 and approved by the Building Inspector. To expire on 4/13/2024. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector pF SO(/T�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �" • �o sean.devlin(a�town.southold.ny.us "e'ecout `I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gull Dip LLC Address: 245 Rachaels Rd city,Mattituck st: NY zip: 11952 Building Permit#: 48636 Section: 108 Block: 4 Lot: 7.43 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Pro Line Electric License No: 32279ME 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 54 Ceiling Fixtures 20 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 17 Wall Fixtures 9 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 49 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 6 Transfer Switch UC Lights Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect Switches 46 4'LED 2 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Septic Disco, Car Charger Outlet, 200A Panel - 42 Circuit/40 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: April 24, 2023 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ► + BUILDING DEPARTMENT TOWN OF SOUTHOLD CERT F. ICATIO.N Date: I_.,ZiU 2,3 Building Permit No. Owner: ((U LL IP LLC c/o J�fJ /V e cope (P ease print) 0 (Please print) - I certify that the solder used in the water supply system contains less than 2/10 of I% lead. : J (Plumbers Signature) Sworn to before me this day of l r� . 20 23 MonikdMajewski NOTARY PUBLIC,STATE OF NEW YORK Re&uvion No.01MA6392610 Notary Public, G. urtt , Qualified inS im0County .�' Commission Expires 05I28/2023 a0E SOUTyo# TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 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: vn4,fl DATE INSPECTO OF SOOlyolo Vb�K/ all v �V * TOWN OF-SOUTHOLD.BUILDING DEPT. �yioum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� IG != ak DATE INSPECTOR z - - # f TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] OUGH PLBG. [ ] FOUNDATION 2ND IV 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 t,� [ ] RENTAL REMARKS: l r 1� /A DATE �A.-IOVZ7 INSPECTOR BUILDING DEPT. TOWN OF SOI.�THOLD U `ycouHtva�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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: D' \0 - o DATE ?XYZ! INSPECTOR S00Tyo� f # TOWN OF SOUTHOLD BU"LDINGT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: "jj� g:r-Mgje t�Aj f�fAt SSM !r VA't/ �iL' r-am tr- d DATE Z INSPECTOR a SOUIyOIo * * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL gP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � 6V" oA 6�� cm"i,, ticv Y uta ( T6W i �L CA v DATE �/ INSPECTOR 19 2023 :50 A 245 RaCNMs R ri Mattituck NY 11952 �.a+ United States °J y r ar p f"✓ty x 1 ' Y May 19, 2023 at 9:43:55 AM 245 Rachels Rd Mattituck NY 11952 nited States ti' #,, ► S � f •llrc r 7t. h low 1if L ,r • May 19, 2023 at 9:40: 15 AM 245 Rachels Rd Mattituck NY 11952 Unitgd States a kp, log I t ti c. R v Y May 22, 2020 at 10:46: 35 AM 520 Gabriella Ct Mattituck NY 11952 United States Building nvelo - e and DuctTightness e ort 2018 IECC as Amended by the 2020 Kew York State,Supplement,sections 402.4.1.2 and 403.3.4 ;j Address of Test 245 Rachel's Road,Mattitue" Y k N 11952 Test Date 4I5f2023 ii Building Permit#:"4$636. Compliance Pathway Performance last Completed by:: Clnriatoplae>r Silvia RESNET Rater ID# 4150294 .a Hoene Energy Solutions NATE ID# 187.East Main Street ICC I.D.# Hunthi gton,NY-11743 BPI# s; 631-673-0664 . i BRUildin Envelope Tightness Volume Calculation : Check if: Fluor Area 'V'olume � Conditioned Basement Basement 1617 14389 ❑Conditioned Craw{Space 1St1610 .1x782 Sealed Attic y nd 2 880 6775 *Theconditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor I Attic 5627 area includes areas where he ceiling height is less,than 5 i Total Volume 42573 C€M(a) pa 798.3 Air changesChrla 5 a 1.13 Code Compliance: Pass )t i. Duct Ta htness: Post Coustru tin e-st-Total Duet Leakage Y System-1: Within Condition Space' j Duct Location. Conditioned Space 4 Floor Area 'I: l age CFM @ 25pa N1A CFM/100 fC CFA N/A Code Compliance: " System-2: Within Condition Space 7 1 Duct Location Conditioned Space Floor Area I :Leafage CFM t@ 25pa NIA CFM/100 W CFA Code.Compliance., Exeanpt System-3: t i4 Duct Location Floor Area r 1 .,eakage CFM @ 25paCFM/100, ftZ CFA Code Compliance: g^ All building envelope tightiriess testing has been verified using instruments and procedures specified in ASTM E1827`as'required by Yew 2018 IECC as amended by the 2020.New York State Supplement, section 402.4.1.2.The'buiiding-duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 4/5/2023" Christopher Silvia,11ome' Energy Solutions RAY DONER,ARCHITECT .ARCHITECTURAL D.ESIGAI INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)6914718 EMAIL:RDARCHITECT@YAHOO.COM January 17, 2023 Town of Southold Building Department Annex Building 54375 Rte. 25 Southold,New York 11971 RE: CERTIFICATION of INSTALLED FOUNDATION SYSTEM NEW RESIDENCE for GULL DIP LLC @ 245 Rachael's Lane, Mattituck. BUILDING PER1%M NO: 48636 S.C.Tax Map#:1000-1.08-04-7.43 To Whom it May Concern: This Letter is to Certify that the Foundation System and Waterproofing as Depicted on My Architectural Drawings was Installed as per My Approved Architectural Drawings and Meets All Applicable Building Construction Codes. I Acknowledge that the Southold Building Department is relying on this Affidavit to issue a Final Certificate of Occupancy for the above Construction. Sincerely, •RayDoner, Architect. Q0, ` OND O `S'j N * ' �2480� �04� OF N ESN ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) �C ------------------------------------ FOUNDATION (2ND) �z 0 � G tr a ROUGH FRAMING& 5'y PLUMBINGVN w, ,V r r INSULATION PER N.Y. STATE ENERGY CODE a s m ✓' z &kk 3 c Ro ow F t c FINAL i ADDITIONAL COMMENTS /b Lf('0 � 1 ►c s 0 .._ z �- I�rlo �� `'N 1 LASKO �3 N 0 � x Oy © � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only {{_ PERMIT NO. (J �/ Building Inspector: �l Applications and forms must be filled out in thei°r'enti�et . Incom 'tete r 1 3 .' +l y p. 2022 =applications will not'-fie accepted: Where the Applicant isnot the owner,an -° r OWner's Authorization form(Pago.2),shaII be completed:'. : :. „ Tat" '�u+iv •� Date: OWNERS)OF PROPERTY:' Name: . .. d�' # . a i li S JM# 1000-' C'1_l.�,l.� I_ ils� i � a �t p °raj A• 1� Project Address: 2 �L�+� ` � I. �UC17C- Vv I' Phone#: C _ is EmailO�.j.NC . Mailing Address:^ g :.���� f....V .1 M-.. /190/' --- 'tONTACTPERSON Name: PON I Mailing Address: (O1.1.,1,ET-Kms..._ !L. .--,E.g"1 ..._._. 1/ `S.U. ..,._..{v.. _.._......�! �[..2 Phone#: 892,-3758Email: ma ... Q��I.._B- lV._ )__ _/ .-S IVa CC7 - - �� !-� -- - -_ - - - DESIGN,PROFESSIONAL-INFORMATION: Name: Mailings re Adds : I _ - -- - -- : LC_fi�_1i_ _/�V . /+t r .y v t L.LEl y i 170/ - - Phone#: l.__..0 69 IS- - - Email: _ . .:CONTRACTOR.INFORMATION::: s° Name:- -V--�-i-- 0- 2_� Mailing Address: 1C_f^�S-V_l t,� -0r ./,.�_0) Phone#: Email: DES R IPTION OF PROPOSED CONSTRUCTION•-,:_ '. ew Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ 2—R0,y-0 Will the lot be re-graded? ❑Yes E94o Will excess fill be removed from premises? []Yes ❑No 1 _ PROPERTY,INFORMATION Existing use of property: �;�� Intended use of property: 0 ' Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to this property? -❑Yes o IF YES, PROVIDE A COPY. ea Ing:,The ownerjcontrac#or/design professional is-responsible forall drainage and stoim:weter issues as rbwided b ❑ Check,Box,After ` '"g•," P y Chapter 236 of the Town Code. APPLICATION MHEREBY-MADE to the Building Department"for the'issuance of a'Building Pe rrnit`pursuant`to the Building Zone.' Ordinance of the Toa*of'Southold,-Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,-for the construction of,buildings,- additions;alterations orfo�rernogePor demolition as herein described.,The applicant agrees"to-comply with all applicable.laws,ordinances;building code, housing code and regulations and to-adrhit authorized.inspectors on premises and in building(s).'-for necessary inspections.Palse'stateme_nts made herein aid punishable as a Class A misdemeanor pursuant to Section"210:46 of the New York State Penal Law;. Application Submitted By(print name): � .i ❑Authorized Agent M1 wner -.----- .___....._.__......__--.-_--_---------._.-- -- _...____ ___ ______-_.._.I�____ t21U�d ._...._._-_-__-_------------------.__._ ____.__.------- Signature of Applicant: // Date: /o//2 /2 2 STATE OF NEW YORK) Mooiln'Mtje SS: COUNTY OF5UA-fl >& ) Q�iliNto n*�v Cilllili�pil� ._3 AP 7E( 8 CO LO Y being duly sworn, at (s)he is the applicant (Name of individual signing contract) above named, i ,#' pPMC03?20410 COaWmt`rr'PL- eAp 6_/29/2,02g (S)heisthe Coiter �C✓ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and,to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �Zday of J , 20 2,2— Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 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 ;� FFQIk BUILDING DEPARTMENT-Electrical Ins_p or y; ; TOWN OF SOUTHOLD SEP 2 3 20 Town Hall Annex-54375 (Main Road -PO Box 1179 Southold, New York 11971-0959 1; • -Z C- ;^ Telephone (631) 765-1802- FAX (631) 769502 •,- s' ,t�- roggr[@southoldtownny.gov—seanda-southoldtownny._ ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Alt Information Required) Date: 8/282 Company Name: Pro - Line electric , Inc Electrician's Name: Greg Pilarski License No.: 32279ME Elec. email:office@pro-lineelectric.com Elec: Phone No: 631-277-3171 Q1 request an email copy of Certificate of Compliance Elec.Address.: PO Box 762, Hampton Bays, NY JOB SITE INFORMATION (Ali Information Required) Name: Gull Dip LLC Address: 245 Rachel's td, ll„(ra 4414'Adc "y Cross Street: Elijahs Ln Phone No.: 646 413-4604 BIdg.Permit#: TB email:adkoninc@gmaii.com Tax Map District: 1000 Sec ' n:108 Block: 4 Lot:7.043 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I"�C a 4/0 Mn e w pf�.s.+ 'O' 'f Gee 40u le 4o `�`� N Frat�vte� -e blic �h�G Square Footage: Circle All That Apply: . Is job ready for inspection?: 0 YES❑NO Rough In Final Do you need a Temp Certificate?: FVJ YESFJ NO Issued On 1:i,2uj-d I(9I: 22 Temp Information: (Ali information required) 4/33& Service SizeEf,1 Ph 03 Ph Size: ZD 0 A #Meters , Old Meter# ONew Service(]Fire ReconnectOFlood Reconnect OService Reconnect],✓, Underground OOverhead #Underground Laterals 0 1 n2 ✓ H Frame M Pole Work done on Service? MY N NIA Additional information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ® ti? Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # �J3� Date ® �� 2022 Customer Name �(� �l �C Electrician Name Address Zq S �S Ma Phone V - 17-) d ') � e-mail G� 6h I�1 C @ e �- e-mail &(; Y(V I r►e e lac �� Coy-, Phone Gj-9 .� b® � License# � Size POO A `Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H 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 f sA,4 date above. w Authorized by r � I I� � I 11VI . ® �BUI I G DEPARTMENT- Electrical Inspector JAN 7 2 TOWN OF SOUTHOLD T HaAnnex - 54375 Main Road - PO Box 1179 BuILDING -MIANnFSr'�'40LD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr@southoldtownny.gov - seand@southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6 sy2-3 Company Name: I p.p ._ -L = T-A1C Electrician's Name: C-, ' /L License No.: 22-7 9 P C ,Elie �. email: 01 Oro-v _ .n -Clip°C Elec. Phone No: (0312-7-7-31-71 LSI I request an emaW copy of tertificate of Compliance Elec. Address.:TO W X -7 2 14 A H P I O JOB SITE INFORMATION (All Information Required) Name: CULL ` I P L L Address: 214E pl�-CI-I — Cross Street: FL 1 H Phone No.: Bldg.Permit#: Com`?(, email -) Ni CC Cxo/1 -C /L/ Tax Map District: 1000 Section: 1 Cog Block: Lot: 7. Oel BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 9.1400 0l19 GP, 11J, / o'J'"O CA p ez�, e u 1, fi 4,1 rho'-Pc-,v Square Footage: 1 2,776 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �NO Issued On Temp Information: (All information required) Service Size'91 PhF—]3 Ph Size: 2007 A # Meters Old Meter# [ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect El nderground❑Overhead # Underground Laterals 1 F12 ZH Frame Pole Work done on Service? D Y.;' N N�'4 Additional Information: PAYMENT DUE WITH APPLICATION i �ZJ 23 e- C*- 1o3��a fFQ( — -BUI I G DEPARTMENT- Electrical Inspector 773 JAN 1 2 TOWN OF SOUTHOLD - T Ha nnex - 54375 Main Road - PO Box 1179 BUILDING ` New York 11971-0959 -r�+enot�in�sr°'�LI� SOuthOld, Telephone (631) 765-1802- FAX-(631) 765-9502 ro err )-southoldtownny.gov - seand6dr southoldtownny_gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ! ° 2_3 Company Name: '-720 -- I N Y -L - I Z A/C Electrician's Name: Cey q, P L(q 95 k- License No.- 2 '79 Ell . email: f�� �_ „ C/„C Elec. Phone No: 63 1 2-7-7-?, 7 f LJ I request an ema(q copy of tertificate of Compliance Elec Address.:`1D O WX _7 2 !4 n M' P T 0 A� y JOE SIVE INFORMATION (All Information Required) Name: 6 O LL I R L L Address: -- Cross Street: FL i H Phone No.: ; PERMIT 9 ps's : Switches Outlets GFI's 417" Surface : ' J 1` Sconces . 1 i I 1 � H H's UC Lt s � t��" ✓ Fans . Fridge I HW Exha Usti �� � Oven � Gly WEU DW Mini Smokes ""�TT �' �I Carbon Micro ' Generator Combo Cooktop Transfer AC AH I' I Hood Service Amps Have Used �.�Q- � v' Special: 2- (,f� Comments 41-'soaf Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 1r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: — i 0 1 1-2- 1 2 12- n C, Owner: OW Di� V Location of Property: 2tf5 RAC HE-CS 21) ,. LAIII-rUCk... Please take-notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): aJOUI- VULONtOP— Capacity 'heck applicable line): I!r Owner Owner representative TrussReqI5.docx Effective 1/1/2015 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner Monika Majewski September 25, 2022 30 STALLER DR. Notice#: 1 EAST QUOGUE, NY 11962 245 RACHELS RD Tax Map: 1000108000400007043 Record ID: R-22-1510 Notice of Incomplete Application Monika Majewski, This office has reviewed your application for existing or proposed sewage disposal and/or water supply systems, or your application for a subdivision for the above referenced project. The following will be required prior to any further processing of the application for approval to construct: Latest revised plans appear to be acceptable; however, due to system outages, electronic approvals cannot be issued at this time. Please submit four original signed and sealed prints for approval, otherwise electronic plans will be approved when the system has been restored. To avoid delays in the processing/approval of your application, paperwork and documents should be submitted using the online portal. Electronic submission will ensure priority processing. Please note that alterations of surveys/plans must be made by a licensed design professional or surveyor and be properly certified. Photocopies of documents and penciled in corrections are not acceptable. Please do not hesitate to call (631) 852- 5700 with any questions. Regards, Christopher Monahan Public Health Sanitarian CC: ADRIAN KONIOR DANIEL FALASCO DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 3x Page 1 of 1 r ... . (631)852-5700 1 Fax(631)852-5755 AC®RDCERTIFICATE OF LIABILITY INSURANCE D09/28/DD/ 09/28/202222 PRODUCER 516-564-5656 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NORTH FRANKLIN BROKERAGE INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 13 N FRANKLIN ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HEMPSTEAD, NY 11550 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: American European Insurance Co. CUBIAS CONSTRUCTION CORP INSURER B: 76 GARDNER AVE INSURER C: HICKSVILLE, NY 11801 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION T POLICYNUMBER DTE D DATE M D LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A ✓ COMMERCIALGENERALLIABILITY PREMISES accDAMAGE TO curence $100,000 CLAIMS MADE ❑✓ OCCUR MED EXP(Any one person) $5,000 SKP200784210-13 10/21/21 10/21/23 PERSONAL&ADV INJURY $1,000,000 GENERALAGGREGATE $2,000,000 I GEN'LAGGREGATE LIMITAPPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 ✓ POLICY F PRo LOC AUTOMOBILE LIABILITY � COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) t HIREDAUTOS BODILY INJURY $ I NON-OWNED AUTOS (Per accident) PROPERTYDAMAGE $ (Per accident) GARAGELIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHERTHAN EAACC $ AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY WCSTATTS I O R EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS According to policy terms and conditions certificate issued for proof of coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF SOUTHOLD DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 53095 ROUTE 25 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO BOX 1179 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR SOUTHOLD, NY 11971 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 Y Workers' CERTIFICATE OF INSURANCE COVERAGE ,,rTc Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a. Legal Name&Address of Insured(use street address only) 1b. Business Telephone Number of Insured CUBIAS CONSTRUCTION CORP 516-439-3670 76 GARDNER AVENUE HICKSVILLE,NY 11801 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State,i.e., Wrap-Up Policy) 114786049 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b. Policy Number of Entity Listed in Box"1 a" PO BOX 1179 DBL605178 SOUTHOLD, NY 11971 3c. Policy effective period 12/18/2021 to 12/17/2023 4. Policy provides the following benefits: ® A. Both disability and paid family leave benefits. ® B.Disability benefits only. ® C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ® B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. 9 Date Signed 9/28/2022 By wil- (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form-is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 46,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. D113-120.1 (12-21) 1111°°°1°111°°1°°°°111°1°111°1111111 Sal J.Turano PRESIDENT /__:_�5-LABSTRACTS, Grace Mistretta INCORRORATED- SR.V.P.,CONTROLLER Residential&Commercial Title Insurance since 1 984 Thomas J.Turano SR.V.P.,CLEARANCE OFFICE Peter J. CBIVBnese SR.V.P.,COUNSEL Howard I. Horn, Esq. 585 Stewart Avenue,Suite 530 Garden City, NY 11530 RE: Our Title No. : 563-S-15616 Premises : 245 Rachels Road, Mattituck NY 11952 Tax Map No. : D: 1000 S: 108.00 B: 04.00 L: 007.043 Dear Howard: Abstracts, Incorporated has reviewed the Single and Separate Certificate on the above premises and it is our opinion that the subject premises in our search is in single and separate ownership since 1989. Please note that our search should be reviewed by the municipality for their opinion as to whether the subject premises has been in single and separate ownership for the required time period. No liability is assumed for our opinion as to whether the subject premises has been in single and separate ownership for the required time period. Very truly yours, ABSTRACTS, INCORPORATED By: CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P.O.Box 2B 123 Maple Avenue Garden City,NY 1 1 500 Garden City,NY 1 1 530 Riverhead,NY 1 1 901 51 B.BB3.1 000•fax:51 8.8B3.00B9 www.abstractsinc.com B31.389.0200•fax:B31.389.01 99 Sal J.Turano PRESIDENT ' ABSDTM Grace Mistretta TRACTS, INCORRORATE SR.V.P.,CONTROLLER Residential&Commercial Title Insurance since 1 9B4 Thomas J.Turano SR.V.P.,CLEARANCE OFFICE Peter J. Calvanese SR.V.P.,COUNSEL SINGLE AND SEPARATE SEARCH Date:July 26, 2022 Howard I. Horn, Esq. 585 Stewart Avenue,Suite 530 Garden City, NY 11530 Re: Our Title No. 563-S-15616 Tax Map Designation District: 1000 Section: 108.00 Block:04.00 Lot:007.043 Dear Sir or Madam: ABSTRACTS INCORPORATED, hereby certifies to the Town of Southold, Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated from 7/1/1983 to 6/15/2022. Said search discloses the following: SUBJECT PREMISES KNOWN AS District: 1000 Section: 108.00 Block:04.00 Lot:007.043 DEED#1: Grantor: Alex Kuperstein, Earl Kuperstein, Martin Harmon, Dated: 9/7/1973 Barbara Kupfer and David Kupfer Recorded: 9/18/1973 Liber: 7491 Page:475 Grantee: Joseph Saland d/b/a Elijah's Lane Estates CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P.O.Box 2B 123 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 1901 51 B.6B3.1 000•fax:51 B.BB3.00B9 www.abstractsinc.com 631.369.0200•fax:631.369.01 99 r Page 2 563-5-15616 DEED#2: Grantor: General L. Rains, Deputy County Treasurer of the Dated: 3/4/1986 County of Suffolk Recorded: 3/7/1986 Liber: 9992 Grantee: County of Suffolk Page: 559 (NOTE: For unpaid 1981-82 taxes assessed to Elijah's Lane Estates) DEED#3: Grantor: County of Suffolk Dated: 8/23/1988 Recorded: 4/5/1989 Grantee: Town of Southold Liber: 10830 Page: 30 (Covers PUE and more) DEED#4: Grantor: Town of Southold Dated: 8/13/1989 Recorded: 12/6/1989 Grantee: North Fork Housing Alliance Inc. Liber: 10977 Page: 456 (NOTE: now part of Lot 007.002) Page 3 563-5-15616 DEED#S: Grantor: North Fork Housing Alliance Inc. Dated: 2/12/1991 Recorded: 3/4/1991 Liber: 11226 Grantee: James H.Jacobs,Jr. and Sharon M.Jacobs, his wife Page: 300 DEED#6: Grantor: James H.Jacobs,Jr. and Sharon M.Jacobs, his wife Dated: 5/20/1999 Recorded: 7/14/1999 Liber: 11975 Grantee: Raymond Neighley and Sally Neighley, his wife Page: 888 LAST DEED OF RECORD NOTE:Sally Neighley died 8/4/2021) .502 11975K888 i11975K888 � - _ 5063 r R �tED RL Ari WED Number of ee 1 l TOMICKS FkEAL ESTATE JK ( Z JUL 14 1944 21 M 42 4' Seeb1N TRANaFER TAX EDWARI) P. RCHMNE Gntptau tt SUFFOLK CLERK O F t COUNTY SUFFOLK COUNTY Mar Ott N 0444 I marttiatie tuvtruttteM Dad I Mortltrt'`ax stamp Reeotdinti t 11111%Stamps Post I Fillut;Fee Monvals Amt, ._.� Handilt►i ..,.' �_ 1,11611c Tax TP•484 � 2.Addlllonal Tax Nutation Sub Total BA-51 17(County) _.._ Sub Total 5pat;Mnh. Or CA.$217(Start) .. Spee,/Add. R.P,T.S.A, .. TOT.MIU,TAX Caatutt or ad. ,w�lt�Q,,, r, Iluet'rown_DualCounty.— • livid rot Apponfomnent AMdavit . TrugrvrTax � --- Gnlned Copy Menelon Tax 1 1114 property cow by Urb monraq�i or Roti,Copy 1 will be Improved by a une or two renally MIMI ,M� dweillntionty, Other y6sWNO�� a IrNO,we I pro`pr v III,otauee on patio u �+ OHAND'rOTAL� ,� p of this inetrutnetu, s Hent rty Tut Serviove VeriQootion a Cotnmunl Prosarvutiun FuvW ' •�9 Dili, $action 01z Lot Conttid•rrtlon Amount$ i y !000 f08CY' 01'4YO 601,0� CPP'rYtx Due r '71��� RECEIVED tproved _ initltU S� '.•,,• ••• sueul LLood 7 SatlalYvtivnalDta011agr neCoit�1r ist Pr�o�wav$Wltw4q Am* JUL 141949 u — PFIESEAVAT10N FUND `eR't Poo,,Fso ��� taPrsKa4 itowp Title Com nitIninrtttution �,zpce, ry Y• 1i�6� Fe 'arra Ilra0 orp. 7 t • 527;ti r; Suffolk County Recording& Endorsement Page JWI paEo forms port or the oluchW Bargain and sale Deed nude by: (SPECIII'?YPL'OP INSItttIAQI?�rr James H. Jacobs, Jt. Tho poornim heroin IN oltumod In y Sharon M. Jacobs SUFIrOLKCOUNTY,NPW YORK. TO rnr)tt'r'owndipor Southold Rsvtnond�L12bAlas IndwVILLAGE Nattituok .�.�, Q k t.x or FIANCE r or BOXES 3111R 9 MUST Dai TYP130 OR IrIlINM IN BLACK INK ONLY 1111JOIt TO RGCORDINO Olt FILM. i INA too)• •a«Iae ow 1,M®Ifs.wmh CiMM.11r opera Gisa M'{ A-) S et.ouva?TOW uhtit M emn 11MONTasa eturttuNunr—tttn agrnuM VW tatotO 14 YUo sr LA~otar. TM 1lt011MR&I made the 30th toy of May ,nineteen hundred Pad ninety-nine •L'1W= 0AMX5 H. JACOBS, JR. and SHARON M. JACOBS, his ~rifer residing at 715 Rachols Road, Kattituck, N.X. 11963 party of the Ant pan,and RAYMOND NNIGHLBY and SALLY NEIGH149Y, his Wife, residing at 17 Cass Avenue, Patchogue, N.Y, 11772 party of the laced part, paid tidy i tool i s ieecohe rndopu.�.tte„ in*afa pit dfratio$i&of Tunt Dollars thi pan�of chi sloorld part the half, of"Wars Pad assigae of tM party at the aewid part totawr, Ali.situ artaln plot,pieea or parcel of lead,with the building@ and improvettteata theneoh elected,eituete, lyingoW being In ft Town Of Southold, County of Suffolk and state of New York bounded and described as foilowst o:et:. 1 Baa 13JaGINNING at a point on the southeast side of Rachel's Road Seo. 108 distant 330 fest Southwesterly as measured along the southeast side of Rachel's Road from the Southwesterly and of the are Blk 04 of the curve connecting the southeast side of Rachel's Road and the southwest side of Elijah'& Lanel Lot 007.043 RUNNING THENCS South 311 degrees 38 minutes So soconds last 208.19 feet! Thence south 57 degrees 01 minutes 10 seconds West 174.95 feet! THENCE North 29 degrees 59 minutes 00 seconds West 193.13 feet to the southeast side of Rachel's Roadl THZNCE along the southeast side of Rachel's Road, North 51 degrees 71 minutes 10 seconds East 115 foot to the point or place of BEGINNING. 1316I!'iQ AND MMM 1+0 afthe promises oottveyed to the party of the tiM part by dead dated 3/12/91, tecotrdod 3/1/91 in Liber 11425 cp 390 mk & by the North ftrk %msirtq Alliance, Iris, TOGtMittlt with all right,title and Interest,it any,of the patty of the Ant an In and to lily streets and nails abuiling the above described promises to the anter linea thereof;TOONHER with the appurtounces DIVA all the eatote and rights of the party of the first pari In and to Bald promisee; TO 11AVB AND TO HOW the premises horew graninl unto the party at the~d part,the help or suseeesors and Designs of the party of the areood furl fanwr. AND the party of trio first part vownants that the party of the Aret pan hu not don*or suRored anything wivreby the soil premises Have been encumbered In any way whatever,eKeept see aforuald. AND the patty of the first part,in compliance wlth Section 13 at the Llen Lw,covenanta that the party at} the Arst part wit) receive the consideration (of this conveyance and will hold the right to revolve sad►conoid. oration as a trust hind to be applied first for the ppuYrpou of paying the cost of the Ira eove neat and will apply the same Aral to Or Isy)iment of the coil of ted Improvement before using any part of the total M du sums lar any other purpose. The word"party"shall be construed u It It read"pDfilts"whenever the sense of this Indsnture to requires. 1N W11TWA WNLII90F.,time party of ted Ant part his duly allocated this deed the day and Vast Ara allow written. LN ewaNC{01i+""�T" kA AMU N. OBS, SHARON lit JACOBS I ITATM 01 ttNlr rMIL eOueTr M S v�r .sG its OTATO 01 Maw relit,touterr er Sor+r+tsT JK ••I On 1M 20th day of N4Y 19 99 , before me On the 20tMq of May 19 99, halon V4 "MUNI came personavy cams tjJames N. Jeaobs, Jr. Sharon M. Jacobs me known to be the Individual dutribod to end who to me known to be the Individual described In and who scutal the f oing Inttruentnl, sold asltnawledged that eaeeutsd the foregoing Instrument, and acknowledged that he ataett71hplub4c. she executedtheow, aa M.14 nc tar fltaa of N,Y, dut"M.!Aortotlar 106b BIt1Iolt Couf+ty rota Pubib.61aW of KY, Yarm}VRGI May 61,1 •52-4021056 Suffolk County form Fxplraa May 11,19Qii STA"of"IW few.COW"of IN 11TATa Of NOW VOatt.CWAKr Of CMI elle day of t9 , bsfers me On the day of 19 , before no pertonatly a, personauy cams to me known,who bel _by ma duty twerp,did deport aad The subscribing Amin to the foregoing instrument, with My that ha robes Ai a whom f am panolnlI acquainted, who losing by me duly ft be If the t awont,did depart Vasty aq tint he ra"s at No. of that he knows t In and whkh aueutd the 1 'the eerpotatton described tttagolre Instrument t that he to be the Individual R knows the seal of OW corporalW1 that the teat aflitted doeribed In and who ettented the (amgoing Instrument; to aid inswiment Is earl. cmrponte mall that It was so that in, said subscribing whnas, was pmsent and saw a11Ytte4 by otdo of stn bt>asd of diraetors of MId eofpan• slteeuts the same and that he mid witnaa, 11016 SW 041 he elated It nate there by Uke order. at the same time subscribed h unts as wltnses thereto. e• ' in IIItD flfiie itd0 MIN CCOOVI AMT AOAINtI CtANICAY ACI1 taCllCN 1�® Tim Na TA 7276 6 99 .($1-3 5 5272 noert 007.042 LOT COUNTY oa TowN But talk JACOBS TO NIZONI.ay NOMMId At A•Aalu or Most AwNWa?to Ilwlleea Owpay or Rn Yat aaTueM aT MAIL To .,.,.... ...«�...«.N......n111 r.�!•MI.I� Lori L. Pack, 3sd. 673 Whiskey Road Arat ArntHeau TO luvrance Company Ridge, N.y. 11961 ofNttro Ibrk J Page 4 563-S-15616 PREMISES TO THE NORTH KNOWN AS: RACHAEL'S ROAD Page 5 563-5-15616 PREMISES TO THE SOUTH KNOWN AS: District: 1000 Section: 108.00 Block: 04.00 Lot: 011.003 DEED#1: Grantor: William J. Baxter,Jr. Dated: 4/2/1971 Recorded: 4/26/1971 Grantee: William J. Baxter,Jr. and Patricia Baxter, his wife and Liber: 6920 Robert A. Goeller and Jane Goeller, his wife Page: 131 (NOTE: Robert Goeller died 12/14/2008-Suffolk County Surrogates File No. 2010-1113) DEED#2: Grantor: Jane B. Goeller aka Jane P. Goeller, as Ancillary Executor of Dated: 8/25/2010 the Last Will and Testament of Robert A. Goeller Recorded: 9/24/2010 Liber: 12638 Grantee: Jane B. Goeller as Trustee of the Goeller Family By-Pass Page: 428 Trust u/a dated 4/5/2010 DEED#3: Grantor: Jane B. Goeller aka Jane P. Goeller Dated: 8/25/2010 Recorded: 9/24/2010 Liber: 12638 Grantee: Jane B. Goeller,Trustee of The Goeller Family Survivor's Page: 429 Trust dated 4/5/2010(25%) Page 6 563-5-15616 DEED#4: Grantor: William J. Baxter,Jr. and Patricia Baxter, his wife Dated: 10/14/2011 (as to 50% interest) Recorded: 12/7/2011 Liber: 12678 Grantee: Gobil LLC Page: 798 DEED#5: Grantor: Jane B. Goeller, as Trustee of The Goeller Family By-Pass Dated: 3/25/2016 Trust u/a dated 4/5/2010(25%of Fee) Recorded: 3/30/2016 Liber: 12858 Page: 542 Grantee: Gobil LLC DEED#6: Grantor: Jane B. Goeller,Trustee of The Goeller Family Survivor's Dated: 3/25/2016 Trust dated 4/5/2010(25%of Fee) Recorded: 3/30/2016 Liber: 12858 Page: 545 Grantee: Gobil LLC DEED#7: Grantor: Gobil LLC Dated: 8/2/2019 Recorded: 9/12/2019 Liber: 13028 Grantee: Peconic Coastal Properties LLC Page: 403 LAST DEED OF RECORD 1{li{{{f 11{{ff1N fll{1 II{11{{Ilf{{{11 fi11i{1ff{{i{{{111 1111111111111111 Illi 1111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 09/12/2019 Number of Pages: 4 At: 03:19:18 PM Receipt Number : 19-0172058 TRANSFER TAX NUMBER: 19-04921 LIBER: D00013028 PAGE: 403 District: Section: Block: Lot: 1000 108.00 04.00 011.003 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $710,500.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $11,210.00 NO Fees Paid $11,730.00 TRANSFER TAX NUMBER- 19-04921 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 2 RECORDED .019 SeQ 12 03115.18 P11 Number of pages JUDITH R. OGSCGLE CLERK OF UFFC , COUNTY L 0000IW2Q This document will be public P 401 record. Please remove all QT# 19-04921 Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording 1 Filing Stamps 3 1 PEES Page/Filing Fee /0 Mortgage Amt. 1. Basic Tax Handling 20. 00 2, Additional Tax _ TP-584 / Sub Total T SpeclAssit. Notation or EA-52 17(County) Sub Total G Spec./Add. EA-5217(State) TOT.MTG.TAX O� Dual Town Dual County_ RP.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit a Manston Tax The property covered by this mortgage is Certified Copy _._ or will be improved by a one or two NYS Surcharge 15. 00family dwelling only. Sub Total �U YES or NO Other Grand Total Gtr If NO,see appropriate tax clause on. page# of this instrume v 7 k�1 4 Dist.L000 19027986 1000 10800 0400 011003 S Community Preservation Fund Real Property p T g J11IM111111Consideration Amount$ 710,500.00 Tax Service Rdt-A A 11.210.00 Agency 03 SF.P CPF Tax Due / S Verification Improved X 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant land TD 10 STEVEN T RUSSELL ESQ SUITE 4 TD 982 MONTAUK HIGHWAY ' BAYPORT NY 11705 TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co,Name Safe Harbor Title AgencZ, Ltd. www.suffolkoountyny.gov/clerk Title# SH199409 g Suffolk County Recording & Endorsement Page This page forms part of the attached Deed made by: (SPECIFY TYPE OF INSTRUMENT) GOBIL, LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold PECONIC COASTAL PROPERTIES LLC In the VILLAGE or HAMLET of Mattituck BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. ��•o�a�o (over) Fain 002—Bwpin and Sale Dad.with Careaant a6aiaDt Grontp'a nets—iadi.idwat w Carpmuon(Sing].Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRumeNT-In(IS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. N.X.S. REAL ESTATE TRANSFER TAX $2,842.00 THIS INDENTURE,made the 2nd day of August ,in the year 2019 BETWEEN GOBIL, LLC,' a Florida limited liability company', with offices located at 6915 SE Harbor Circle, Stuart, Florida 34996 partyofibefirst part,and PECONIC COASTAL PROPERTIES LLC, a New York limited liability company, with offices located at 415 Elijah's Lane, Mattituck, New York 11952 party of the second part, WITNESSETH,that the party of the first part.-in consideration of ten dollars and other valuable consideration paid by the pany of the second pan,does hereby grant and release unto the patty of the second pan,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, bounded and described in Schedule A which is attached hereto. TOGETHER with all right•title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first pan in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second pan,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as'if it read"parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first pan has duly executed this deed the day and year fust above written. IN PRESENCE OF: GOBIL, LLC By William J. Wxter, Managing Member 1 Page 2 of 4 SCHEDULE A ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and Slate of New York as shown as Lot No. 2 on "Map of William J. •Baxter, Jr. , Patricia Baxter, Robert A. Goeller, Jr. and Jane P. Goeller" filed in the Office of the Clerk of the County of Suffolk on May 15, 1990 as Map No. 8937. SUBJECT TO Covenants and Restrictions as set forth in Liber 10952 Page 171; Liber 11593 Page 345; Liber 10913 Page 524; and Liber 11020 Page 419; Easement Agreement in Liber 12904 Page 801; and Assignment of Easement Agreement in Liber 12904 Page 802. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deeds dated March 25, 2016 and recorded in the Suffolk County Clerk's office on March 30, 2016 in Liber 12858 Page 542 and Liber 12858 Page 545; and by deed dated October 14, 2011 and recorded in the Suffolk County Clerk's Office on December 7, 2011 in Liber 12678 page 798. Page 3 of 4 ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE Stale of New York County of Suffolk,SS: On the 2nd day of August, in the year 2019, before me the undersigned, personally appeared WILLIAM J. BAXTER, personally known to me or.proved to me on the basis of satisfactory evidence, to be the individual(s)whose name(&)is (afe) subscribed to the within instrument and acknowledged to me that (he) (shel (Nrey) executed the some in (his) (h@F) (th&iq eapatxty(res),and that by(his).(Aer)Pheif)signature(s)on the instrument,the individual(6)or the person upon behalf of which the indivtdual(s)acted,executed the instrument, i Notary Public tVlllKY LOU FOLTB ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE NoV4 Publla.3tete of New York No:01f010008W State of New York County of ss: Oud"In Strllo� 3 Commt. vkes On the day of ,in the year 20 ,before me the undersigned,personally appeared • personally known to me or proved to me on the basis of satisfactory evidence,to be the indivldual(s)whose name(e)is(are)subscribed to the within instrument and acknowledged to me that(he)(she)(they)executed the some in(his)(her)(their)capecity(ies),and that by (his) (her) (their) signature(s) on the instrument, the individual(s) or the person upon behalf of which the Individual(s) acted, executed the instrument. ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS TAKEN IN NEW YORK STATE State of County of ss: On the . day of in the year 20 before me the undersigned,personally appeared the subscribing witness to the foregoing instrument,with whom I am personelly acquainted,who being by me duly sworn,did depose and say,that(he)(she) (they)resides)in ;that(he)(she)(they)know(a) to be the individual described in and who executed the foregoing instrument;that said subscribing witness was present and saw said execute the same;and that said witness at the same time subscribed(his)(her)(their)name(s)as a witness thereto. ACKNOWLEDGEMENT TAK N OUTSIDE NEW YORK STATE •State of County of ss: '(or insert District of Columbia,Territory,Possession or Foreign Country) On the day of ,in the year 20 ,before me the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence,to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that(he)(she)(they)executed the same in(his)(her)(their)capacity(ies),and that by (his) (her) (their) signature(s) on the instrument, the individual(s) or the person upon behalf of which the individuat(s) acted, executed the instrument and that such individual made such appearance before the undersigned in the city of State of BARGAIN AND SALE DEED SALE DEED RETURN SY MAIL TO Title No. STEVEN T RUSSELL ESQ SUITE 4 982 MONTAUK HIGHWAY GOBIL, LLC BAYPORT NY 11705 to PECONIC COASTAL PROPERTIES LLC District: 1000 Section: 108.00 Block: 04.00 Lot: 011.003 Counry ar Town: Southold Distributed By Chicago Title Insurance Company Page 4 of 4 Page 7 563-5-15616 PREMISES TO THE WEST KNOWN AS: District: 1000 Section: 108.00 Block:04.00 Lot: 007.044 DEED#1: Grantor: Alex Kuperstein, Earl Kuperstein, Martin Harmon, Dated: 9/7/1973 Barbara Kupfer and David Kupfer Recorded: 9/18/1973 Liber: 7491 Page:475 Grantee: Joseph Saland d/b/a Elijah's Lane Estates DEED#2: Grantor: General L. Rains,County Treasurer of the County of Suffolk Dated: 3/4/1986 Recorded: 3/7/1986 Grantee: County of Suffolk Liber: 9992 Page: 559 (NOTE: For unpaid 1981-82 taxes assessed to Elijah's Lane Estates) DEED#3: Grantor: County of Suffolk Dated: 8/23/1988 Recorded: 4/15/1989 Grantee: Town of Southold Liber: 10830 Page: 30 DEED#4: Grantor: Town of Southold Dated: 8/13/1989 Recorded: 12/6/1989 Grantee: North Fork Housing Alliance Inc. Liber: 10977 Page: 456 (NOTE: Now part of Lot 007.002) Page 8 563-S-15616 DEED#5: Grantor: North Fork Housing Alliance Inc. Dated: 10/19/1990 Recorded: 11/5/1990 Liber: 11165 Grantee: Richard Oddon and Janet Oddon, his wife Page: 513 NOTE: No proof of death found for Richard Oddon. DEED#6: Grantor: Janet Oddon n/k/a Janet L. Lampas, Surviving Tenant by Dated: 5/14/2003 the Entirety of Richard Oddon Recorded: 8/22/2003 Liber: 12268 Page: 141 Grantee: Janet L. Lampas and Gregory M. Lampas, husband and wife DEED#7: Grantor: Janet L. Lampas and Gregory M. Lampas,wife and husband Dated: 7/27/2005 Recorded: 8/9/2005 Liber: 12402 Grantee: Katherine M. Pennington Page: 660 DEED#8: Grantor: Katherine M. Pennington Dated: 9/28/2015 Recorded: 10/30/2015 Liber: 12838 Grantee: Brenda L. Cruz and Jamahl A. Green Page: 877 LAST DEED OF RECORD I lllllll Illl 11111 lllll IIIiI X1111 IIIII lllll lllll IIII Illi 111111111111 11111 11111111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/30/2015 Number of Pages: 3 At: 10:01:41 AM Receipt Number : 15-0151705 TRANSFER TAX NUMBER: 15-09458 LIBER: D00012838 PAGE: 877 District: Section: Block: Lot: 1000 108.00 04.00 007.044 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $415,000.00 Received the Following Fees For Abovo Instrument Exempt Exempt Page/Filing $15.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 No Transfer tax $0.00 NO Comm.Pres $5,300.00 NO Fees Paid $5,550.00 TRANSFER TAX NUMBER: 15-09458 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County ♦ 1 2 Number of pages RECORDED 2015 Oct 30 10:01:41 Rg JUDITH R. PASCALE This document will be public CLERK OF record.Please remove all SUFFOLK L D000128392838Y Social Security Numbers P 877 prior to recording. DT# 15-09456 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee 13, Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total SpecJAssit. Notation ` or EA-52 17(County)�2— Sub Total `t�' Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. � Held for Appointment Comm.of Ed. 5. 00 Tra nsfer Tax Affidavit Mansion Tax _. The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 p S family dwelling only. SubTotal YES or NO Other Grand Total_<2- if NO,see appropriate tax clause on page M of this Instrument a J r - 4 Dist. 1000 Section .108.00 Block 04.00 1 Lot 007.044 5 1 Community Preservation Fund Real Property 15030977 looO 10800 0400 00.7044 Considcration,Amount$ Tax Service OTPTY S I�I�I��Ii WU kI� U fall l� Agency F2 pi CPF Tax Due Verification 2g-0CT-1 Improved 6 Sat' ctioi..------ —.-._...,.._..------...._.....,...__._ss RECORD&RETURN TO: Vacant Land TD James Moran,Esq. TD 125 Roanoke Avenue Riverhead,NY 11901 TO Mail to:Judith A.Pascale,SuffolkCounty Clerk 7 Title Company information 310 Center Drive, Riverhead, NY 11901 Co Name Judicial Title www.suffolkcountyny.gov/clerk Title 121426 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Bargain&Sale Deed with Covenants against grantor's acts made by: (SPECIFYTYPE OF INSTRUMENT) KATHERINE M.PENNJNGTON The premises herein is situated in SUFFOLK COUNTY.NEW YORK. TO In the TOWN of Sn11THOT.n BRENDA CRUZ In the VILLAGE JAMAHI.GREEN or HAMLET of MATTITUCK BOXES b THRU 8 MUST BE TYPED OR PRINTED IN BLACK INKONLY PRIOR TO RECORDING OR FILING. over CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE made the 2Nay of September,2015 BETWEEN KATHERINE M.PENNINGTON Address;407 Brown's Road,Nesconset,New York 11767 A. party of the first part, c. AND BRENDA CRUZ and JAMAHL GREEN' Address: 225 East 95"Street,Apt.17J,New York,NY 10182-4004 party of the second part, WITNESSETH,that the party of the first part,In consideration of ten($10.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever: ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the southeast side of Rachael's Road,distant 355 feel southwesterly,as measured along the southeast side of Rechael's Road,from the southwesterly and of the are of the curve connecting the southeast side or Rachaet's Road and the southwest side of Elijah's Lane; RUNNING THENCE south 29 degrees 59 minutes 00 seconds east,193.12 feet; THENCE south 57 degrees 01 minutes 10 seconds west,54.45 feet to a monument; THENCE south 37 degrees 21 minutes SO seconds east,71.47 feet to a monument; THENCE south 80 degrees 15 minutes 40 seconds west,22.58 feet; THENCE south 54 degrees 05 minutes 50 seconds west,85.53 feet; THENCE south 80 degrees 53 minutes 10 seconds west,49.42 feet to a monument; THENCE north 02 degrees 31 minutes 43 seconds weal,285.77 feet to the south side of Rashers.Road; THENCE along the south and southeast side of Rachael's Road the following two(2)courses and distances: (1) Easterly and northeasterly along the arc of a curve bearing to the left having a radius of 175 feet,a distance along said curve of 45.20 feet; (2) North 51 degrees 21 minutes 10 seconds east,22.47 feet to the point or place of BEGINNING. SAID PREMISES being known as 315 Racheal's Road,Mattituck,Now York 11952 SCTM#: District:1000 Section:108.00 Block:04.00 Lot:007.044 BEING AND INTENDED TO BE the same premises described in a certain deed from Janet L.Lampas and Gregory M.Lampas,wife and husband,dated July 27,2005 recorded in the Suffolk County Clerk's Office on August 9,2005 in Liber 12402 at Page 660. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the parry of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the fust part will receive the consideration for this conveyance and will hold the right to receive such considwation as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word'party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN THE PRESENCE OF: "TkIERINE MKNNINGTON State of New York,County of Suffolk ss: State of New York,County of Suffolk 4111: On the day of September in the year 2055 On the day of in the year 20 before me,the undersigned,personally appeared before me,the undersigned,personally appeared KATHERINE M.PENNINGTON personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is personally known to me or proved to me on the basis of subscribed to the within instrument and acknowledged to me satisfactory evidence to be the Individual whose name is that she executed the 4111 her capacity,and that by her subscribed to the within instrument and acknowledged to me signature on the inst en a individual,or the person upon that he executed the same in his capacity, and that by his behalf of which t ndi nal acted,executed the instrument. signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed the instrument. (signs an of individual t1hinq acknowledgment) (signature and office of Individual taking acknowledgment) Egm ;e c'. ipvr York �';:�::5 :+tzAu Cumq•s March 5,2010 PLEASE RETURN RECORDED DEED TO: JAMES MORAN,ESQ. 125 ROANOKE AVENUE KERRI DOUMA210S RIV ERHEAD,NY 11901 Notary pubAc.State of New York Registration#01006256961 Oualitied In Nassau County, Commisslon Expiies March 5,2016 Page 9 563-5-15616 PREMISES TO THE EAST KNOWN AS: District: 1000 Section: 108.00 Block: 04.00 Lot: 007.003 DEED#1: Grantor: Joseph Saland d/b/a Elijah's Lane Estates Dated: 6/11/1976 Recorded: 6/17/1976 Liber: 8052 Grantee: Chung Ja Choi aka Sonia C. Choi Page:435 DEED#2: Grantor: Sonia C. Hunter fka Chung Ja Choi aka Sonia C. Choi Dated: 8/8/2021 Recorded: 11/10/2021 Grantee: Gerard Scavelli and Cynthia A. Scavelli, his wife Liber: 13128 Page: 857 LAST DEED OF RECORD I Il11{{I till i!{Ili!{II i!I!I!{I!I{1111 lii{i Ilial 1141 Ili! 111111 1111{IIIII 11111111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/10/2021 Number of Pages: 4 At: 03:05:49 PM Receipt Number : 21-0193198 TRANSFER TAX NUMBER: 21-12055 LIBER: D00013128 PAGE: 857 District: Section: Block: Lot: 1000 108.00 04 .00 007.003 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $265,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 ` " NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $3,800.00 NO Fees Paid $4,320.00 TRANSFER TAX NUMBER: 21-12055 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County T1 • UU RECORDED Number of pages 2021 Nov 10 03;05.49 Ph JUDITH R. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record.Please remove all L D00013128 P S57 Social Security Numbers DTN 21-12055 prior to recording. Deed/Mortgage instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES 1 Page/Filing Fee zo,00 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional lax TP-584 _ 5,� Sub Total Notation Spec,/Assit. or EA-52 17(County) r Sub Total W OO Spec./Add. EA-5217(State) ZEZ rTOT.MTG.TAX Dual Town Dual County R.P.T.S.A. _�efC1L Held forAppointment Comm.of Ed. 5. 00 Transfer Tax f .1060 Affidavit + , Mansion Tax _&1A CerlifiedCopy The property covered by this mortgage is 440 �( or will be improved by a one or two NYS Surcharge 15. 00 Sub Total "T 100 family dwelling only. YES orNO Other j�/� Grand Total SSV t w If NO, see appropriate tax clause on page of this instrument. 4 Dis5 Community Preservation Fund 21054070 l.00D ioeoo oaoo ooToos ,003 RealProl PT SA Consideration Amount$ Tax Servi `DTY 265.0m.f1n I �igtl������� Agene 07-0CT-2 CPF Tax Duiej $ 3.800.00 . Verificat .. . --- — - - --- Improved Satisfactlons/Discharges Releases list Property Owners Mailing Address 6 R CORD&RETURN f0: Vacant land SCOTT DESIMONE, ESQ. 1/ 41235 RT.25 TD 16 PECONIC,NY 19958 1'1-UP Q03 TO �— TD Mail to:Judith A.Pascale,Suffolk County Clerk Title Company information 310 Center Drive, Riverhead, NY 11901 Name -- www.suffotkcountyny.gov/clerk Co. l Title q 8 Suffolk County Recording & Endorsement Page This page forms part of the attached DEED made by: (SPECIFY TYPE OF INSTRUMENT) SONIA C.HUNTER,f/k/a CHUNG,!A CHOI The premises herein is situated in a/Wa SONIA C.CHOI SUFFOLK COUNTY,NEW YORK. TO In theTOWN of SOUTHOLD GERARD SCAVEL In the VILLAGE or HAMLET of MATTITUCK BOA 6THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over I CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED a LAWYERS ONLY t I THIS INDENTURE,made the day of 2021 Q ! a C UNG We SONIA C. CHOI residing at 55 Sundance BETWEEN SONIA C. HUNTER, f W H 9 Drive,Cos Cob,CT 06807 eSAi�.A•��11�,as Ifvsb..ed s '�'1" party of the first part,and GERARD SCAVELLI;residing at 34 Ridge Road,East Williston,NY 11596 party of the second part, WITNESSETH,that the party of the first part,in consideration of TEN and no1100ths($10.00)dollars paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, SEE SCHEDULE"A"ANNEXED HERETO AND MADE A PARTbERIEOF BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed from Joseph Saland, dba Elijah's Lane Estates dated June 11, 1976 and recorded in the Suffolk County Clerk's Office on June 17,1976 in Liber 8052 Page 435. SEE EXHIBIT"A"ANNEXED HERETO AND MADE A PART HEREOF TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as 4 it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above 4 written. IN PRESENCE OF: A4NIA C.HUNTER k tl qL1a c la l GZk u SDht i�C-Cho I i TO BE USED ONLY WHEN THE ACKNOWLEDdME T IS MADE IN NEW YORK STATE State of New York,County of ss: State of New York,County of ss: On the day of In the year On the day of In the year before me,the undersigned,personally appeared Before me,the undersigned,personally appeared personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individualis)whose name(s)Is satisfactory evidence to be the Individual(s)whose name(s)is (are)subscribed to the within instrument and acknowledged to (are)subscribed to the within instrument and acknowledged to me that helshel hey executed the same In hlslherltheir me that he/shelthey executed the same in his/her/their capacity(ies), and that by hislher/their signatures) on the capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s),or the person upon behalf of which Instrument,the Individual(s),or the person upon behalf of which the individuals)acted,executed the instrument. the individual(s)acted,executed the instrument. (signature and office of individual taking acknowledgment) (signature and office of Individual taking acknowledgment) TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of MAINE as: On the .6*4L day of 6,Lc Li.&L %--; the yeAa�'2`021 p �}e�fore me. dersigned,personally appHaredSONIAC.HUNTER t/lVb` (,Y)0j Q�L�a50V1lC.li (✓1'10) personally known tome or proo me on the basis of satisfactory evidence to be the individual( ttse name(s) is(are) subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in his/her/their capacity(les),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted, executed the instrument,and that such individual made such appearance before the undersigned In the .L.,l A-N in Maine (insert the City or ether political subdivision) (and insert the State Dj Country or other place e ackn edgment was taken) URN L Orr is No"Public,M@In@ (signature and office of individua�ta— 'ki g'acknowledgmeni) My CoMmIsgion Ellptres,May B,2023 NOTARY PUBLIC �r I R BARGAIN AND SALE DEED DISTRICT 1000 4.0 WITH COVENANT AGAINST GRANTOR'S ACTS SECTION 00 BLOCK 0 04.00 Title No. LOT 007.003 COUNTY OR TOWN SONIA C.HUNTER STREET ADDRESS TO GERARD SCAVELLI Recorded at Request of COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIIL TO! STANDARD FORM OF NEW YORK HOARD OF TITLE UNDERWRITERS Distributed W SCOTT DESIMONE,ESQ. 41235 Rt.25 CommonweaRh Peconic,NY 11958 A L—uAIALWG cQW xw COMMONWEALTH LAND Trn.E INSURANCE COMPANY W 0 Y LL LL 3 0 O u W d' LL O W N 7 K D V rt. O V W� ¢T W A/Pstewart TITLE Title Number: 71145466 SCHEDULE A—DESCRIPTION REVISED 3/26/2021 ALL that certain plot, piece or parcel of land, situate,lying and being at Mattituck, Town of Southold, County of Suffolk and State of New York, known and designated as Lot No. 1 on Realty Subdivision entitled, "Map of Elijah's Lane Estates, Section One"and filed in the Office of the Clerk of the County of Suffolk on February 14, 1974, as Map No. 6065 and being bounded and described as follows: BEGINNING at the southeasterly end of the corner forming the intersection of the southeasterly side of Rachael's Way with the westerly,,side of Elijah's Lane; RUNNING THENCE along the westerly side of Elijah's Lane, South 38 degrees 38 minutes 50 seconds East, 125.00 feet; THENCE South 57 degrees 01 minutes 10 seconds West, 132.50 feet; THENCE South 38 degrees 38 minutes 50 seconds East, 82.50 feet; THENCE South 57 degrees 01 minutes 10 seconds West, 113.70 feet; THENCE North 38 degrees 38 minutes 50 seconds West, 208.19 feet to the southeasterly side of Rachael's Way; THENCE along the southeasterly side of Rachael's Way, North 51 degrees 21 minutes 10 seconds East, 220.00 feet to the westerly end of the corner first above mentioned; THENCE southeasterly along said corner bearing to the right having a radius of 25.00 feet, a length of 39.27 feet to the point or place of BEGINNING. FOR CONVEYANCING ONLY:TOGETHER with all right,title and interest of the party of the first part,of,in and to any streets and \ roads abutting the above described premises to the center lines thereof. -Schedule A Description(Page 1 of 1)- I Page 10 563-S-15616 Liability hereunder is limited to the amount charged for this search. ABSTRACTS, INCORPORATED B : 7 Thomas J. urano Senior Vice President TJT: State of New York) County of Nassau )ss: On the 214day of 2022 before me personally came Thomas J.Turano to me known to be the individual ho executed the foregoing Single and Separate Certificate, and acknowledge that he executed the same as Senior Vice President of Abstracts, Incorporated. NOTARY PUBLIC LORI A.AULETTI Notary Public,State of New Yxk Reg.No.4896998 Qualified In Nassau Count, Commission Expires May 26,2 A DWELLING DWELLING PUBLIC WATER PUBLIC WATER 'kS CERTIFICATION REQUIRED. ENGINEE- B � The SUBMIT P.E. OR R.A. CERTIFICATION y TIOM LOT 1 Water Line(s) MUST Be inspected jONANDCONSTRUG, Suffolk County Dept. Of Health Services, -OR IMSTALU�T' MAP OF NORTH FORK HOUSING ALLIANCE 0 """#TER Call 852-57,C4, 48 Hours In Advanc% OF MATTITUCK MAIN Inspection(s). . UsE FORM WV54-073. To Schedule FOR FINAL APPROVAL TOWN OF SOUTHOLD Soo SUFFOLK COUNTY, NEW YORK O y RACHAEL'S LANE TEST HOLE S SUBDIVISION MAP N 5f'21'10" E 145.0 01 1 -- 1 �g -X6-'03v ! 0.8 BARK BROWN LOAM (PT) Q1.0 4%, 1.7 BROWN SILTY LOAM (OL) Abpop ELEV ELEV 220.00' 29.4 29.5 05 3.5' PALE BROWN SILTY SAND (SM) C� Uj LU LU 17.0' rn ui 8'0 x 12' EFF. ABAND N EXISTING > DEPTH LEACHING POOLS SANITA Y SYSTEM 10' MIN. o ICo TO WATER 5' 11.0' PALE BROWN COARSE SAND (SP) OCT 2 5 2022 50% MIN. EXP ILD:." 15- U.G. 1 0 HYDRO ACTION AN400 SOT 0 VENT 0 TREATMENT UNIT 1000 ELECT. METER THROUGH C.O.ROUGH MIN. -10, ON H FRAME U) (D (D Hr") -< TEST HOLE DATA (D SOIL Ll� N.T.S. C/) BORING'RL-/ Cr ELEV SCTM#. 1000-108-4-7.043 27.6 c 88000,08 c REMOVETR�TMFNT� 245 RACHAEL'S ROAD, MATTITUCK, NY DWELLING HOUSE BURNED OUT TgNk PUBLIC WATER FOUNDATION PROPOSED 1 & 2 STORY VACANT SUIFFOLK COUNTY DEPARTMENT OF HEALT14 SERVICES PUBLIC WATER 1 FAMILY DWELLING DRAIN 4 BEDROOMS pmmiT FOTZ APPROVAL 01°CONSTRUCTION FOR A 1st FL 1,584 SF 2nd FL 892 SF SINGLE- FAMILY TIIESIDEN' CE OlL:l F.F. 31.5 TOTAL AREA: 2,476 SF LOP 0 WITH BASEMENT- DATE 'b -1 S. QEFHo. R-ZZI-is 0 00 APPROVED LOT AREA: SF FOIR MAXINIU1,1 OF�,— 10 ROM DATE OF APPROVAL .0 EXPIRES TIRRZEE YEARS FIR L ELEV ELEV LO 24.2 Q) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �L CP 22.2 lb CZ) 57'01'10,, W CY) oRNFw�0, DANIEL R . FALASCO , P . E . , P . C . Z3 C() INDUSTRIAL — R5 WELL WATER 179.95'-- CONSULTING ENGINEER �j 94 STEUBEN BLVD., NESCONSET, NY 11767 A, CH C�ON D IT�1 (516) 317-7209 0" 'TA 5D SPEC'" Gr,,Anjj-!G PLAN AN13101171 PLC)T PLAfq 05699°' DATE SCALE DRAWING NO. /0ROFESSM\N 08-10-22 1 1 30' FINISHED GRADE R g CONCRETE COVER 118° N 06067 2.0' MAX. 20" , MIN 4" DIA SDR 35 PVC PIPE OR EQUIVALENT PITCHED 1/8"-1' MIN. 021:125 dMW ®®®® Q 020,750 ®®® 51 1/ X64 JLLCD C ®® PRECAST SANITARY ° ° ° b70 z ®®®®�®® RINGS (TYP) REMOTE PLC CONTROL PANEL NOTE: PR❑VIDE SECONDARY w ®®®® ®®® W/ HP80 COMPRESSOR C GRATES FOR COVERS ®LL ® - 3' MIN. COLLAR MATERIAL TO ®®®®® COLLAR CONSIST OF CLEAN ®®®® SAND AND GRAVEL ®®® FL❑ LINE 3' MIN. ABOVE HIGHEST 72 1/4 A GD BACKFILL MATERIAL TO BE 64 63 CLEAN SAND & GRAVEL 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIL N.T.S. I � 40 1/2 1 60 —I BILL OF MATERIALS ITEM PIN DESCRIPTION QTY: HA-180053 TANK, AN400 245 NITROGEN REDUCTION COMPLETE 1 A 180052 TANK, PRE/PUMP 400 1 HYDROACTION TREATMENT UNIT B 130002 KIT, SNG 2 TANK CONNECTING STADARD 1 C 100110 ASSEMBLY, RE—CIRCULATION 245 COMPLETE 1 MAIN DWELLING ELEC PANEL CB 1 Dpi ---- ------ --o DOSING PUMP D AN400—P AP400 ATU W/ PLATFORM COMPLETE 1 E EC50-30-1-80—PLC OPS, EC50-30—L-80—PLC 1 F-1 QUICK c6 2 RP1 ------ ———— --O RECIRCULATION PUMP TYPICAL HYDRO ACTION AN400 DETAIL DISCONNECT N.T.S. SWITCH CB 3 MP1 -------- -- O-- MIXER PUMP MIDWEST P065P CB 4 Cl AIR -------- ---- -------- AIR HOSE PUMP TO DIFFUSER CB 5 TO CONTRO -� RECIRC TIMER ENABLED CBA -- ----J L--- ------ L1 PANEL ❑2 - --' 05 ------- ----- --Q HIGHWATER ALARM -------- CIRCUIT BREAKER SPECIFICATIONS - `P��O R• F,<yr�•p DANIEL R FAAS C o P R . Ly ° E ° y ° qCB A - 30 AMP – aP `� CONSULTING ENGINEER CB 1 - 20 AMP ------- FIELD WIRING CB 2 - 20 AMP GROUND MANUFACTURER WIRING CB 3 — 20 AMP r a 94 STEUBEN BLVD., NESCONSET, NY 11767 CB 4 - 10 AMP ------------- PNEUMATIC HOSE (FIELD INSTALL) _� (516) 317-7209 CB 5 - 10 AMP Fp NO• 0569°' pR�FESSIONP� DATE SCALE DRAWING NO. WIRING SKETCH 08-10-22 N.T.S. 2 MAP OF PROPERTY iIR n � SITUATE eq 0 M �� MATTITUCK titin°° TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 108-04-7.43 SCALE 1 "=40' OCTOBER ` 41,, 2022 22 DD PROPOSED HOUSE sem'' y � CERTIFIED TO: F °. GULL DIP, LLC PHILIP MCCOMBE OQ����' ;°���o ABSTRACTS INCORPORATED \\ < r �o',�'��c?,�.n TITLE No. 563—S-15616 (''`•` � a FIRST AMERICAN TITLE INSURANCE COMPANY NOTES: � ON 40 ,• `\ \` mF� ",` °y°� o°„°n� 1 "SUBDIV SIONTHIS T MAP FY IS ONOR HWN S FORK LOT (HOUSING ALLIANCE" °o APPROVED BY THE TOWN OF SOUTHOLD PLANNING (0� �yy BOARD ON AUGUST 25, 1989 2. MAP MADE FROM OFFICE RECORDS. • .......'' ° 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ti °s�• °Ft �� ,\ ::.�.:.......... : �o EXISTING ELEVATIONS ARE SHOWN THUS: :::::;s::::•:•;:::•:.o;:. •;:::•:::::::::::. a .. ••......:......:.:.:.:.:......;:•;;:•;;;:.:::::.. .P DRAINAGE SYSTEM CALCULATIONS: �0•:;''::::•::•::•::•::.;•:.:::.:Y i:;;; ROOF AREA: 1,985 s ft. ............:::.:::.z:::::..... �, 9 q ...............�y:: :: '::::::::;:• 1,985 sq. ft. X 0.17 = 338 cu. ft. .:?.;�::::......:::....... :: ti� 0 338 cu. ft. 9 P q �; ::::e ••....::::: � �y / 42.2 = 8 vertical ft. of 8 dia. leaching pool required ::;::.o;;.:.:.: X29% '� PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL / 232 ...:....: :: /::.::. 1-1O % *<< O�SGq��' , mFSF 9`' TEST HOLE DATA TEST HOLE 7�c� �F'1� 1 (TEST HOLE FROM SUBDIVISION MAP) PREF ED A R e M M 9 O v EL. 12.2' 0. STAND F ED r:s� C�n Joe DARK BROWN LOAM (PT) OR AYPP g D BROWN SILTY LOAM (OL) 5100: ✓�0�"l 2.5' 6a ® y�-( , cA PALE BROWN SILTY SAND (SM) � / yD i,44 �Ct��QF,4Eo� a\ OQtA9 4�S oR oJ0w3 8' t5v /•� ���1$-y �pSgOp`�� PALE BROWN COARSE SAND (SP) u� c:o�alli:a � �� 1'Q1 0'1i�, . 17' � Y.S. Lic. No. 50467 izo sCD a.� a _ TO'MIS ALTERATION OR ADDITION Nathan Taft Corwin III 1�� 4 SECTION 7209 OFI THE N WnYORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor LL11 �`JII P THE(AND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ' - CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ! ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISPED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax 631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamespart, New York 11947 FOUNDATION LOCATION N M SITUATE` ��000 11 J MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 10001' 108-04-7.43 SCALE 1 "=40' JANUARY 10, 2023 Y 110, op A ;, AREA = 31 ,963 sq. ft. 0.734 ac. 10- CERTIFIED TO: roa� '9 ?y"' GULL DIP, LLC PHILIP MCCOMBE o Gs ABSTTLETNo.N563PSRATED 15616 FIRST AMERICAN TITLE INSURANCE COMPANY 2c� o0 9\ / G NOTES: 1. THIS PROPERTY IS SHOWN AS LOT 1 ON \ F ? o. // "SUBDIVISION MAP OF NORTH FORK HOUSING ALLIANCE" ° 0°' APPROVED BY THE TOWN OF SOUTHOLD PLANNING 6 p,6 v °oyG2 BOARD ON AUGUST 25, 1989 ,9S \\ s oJao 1? ° 2. MAP MADE FROM OFFICE RECORDS. Q- \ o' qF,�` o ° 404_, 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 00. \ EXISTING ELEVATIONS ARE SHOWN THUS: tiFi/ G0� o. po. 1-1O O 0 9*S-•pct \�°+,� 1�. 9�7 \ q ((77L,, `1+ PREPARED IN ACCORDANCE WITH THE MINIMUM O SHED BY THSTANDE LS.AND'APPROVED ANDR TITLE SURVEYS AS ADOPTED n S 11�7� FOR SUCH USE,BY THE'NEW_YORVSIATE LAN TITLE ASSOCIATION:LD t� D s' 1,.,.. BUILDING DEPSTOWHOFSOMMOLD A So e� �+ G, LQj �•��01 � Pt's S Cf6��P�yd, Lica No. 50467 �... Fes. i `�p UNAUTHORIZED ALTERATION OR ADDITION 0,��� 4og F \I �� TO THIN SURVEY IS A VIOLATION ON OF Nathan Taft'-Corwin III SECTION 7209 OF THE NEW YORK STATE Q 5 N �� ®q/�q EDUCATION LAW. Land Surveyor r1 5 � a COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED E TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSITILMON LISTED HEREON,AND To THE ASSIGNEES of THE LENDING INSIT— PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 FOUNDATION LOCATION O C4 N M �� SITUATE dry°°p MATTITUCK TOWN OF SOUTHOLD ti SUFFOLK COUNTY, NEW YORK god aye �� S.C. TAX No. 1000- 108-04-7.43 Ov '� s �� SCALE 1 "=40' �;��, ,�� JANUARY 10, 2023 y so,<01 ,J, AREA = 31 ,963 sq. ft. 0.734 ac. v CERTIFIED TO: GULL DIP, LLC 0 PHILIP MCCOMBE �s ABSTR LET IN ORPSR TED 15616 FIRST AMERICAN TITLE INSURANCE COMPANY nOG s d NOTES: \ sF \ 6h'/ \ '11,° \ ry5' / 1. THIS PROPERTY IS SHOWN AS LOT 1 ON \ F ? loto. // "SUBDIVISION MAP OF NORTH FORK HOUSING ALLIANCE" \ s °60 APPROVED BY THE TOWN OF SOUTHOLD PLANNING Qp� / a61 °oy°Gy BOARD ON AUGUST 25, 1989 \ ss pJ� 2 �5° ti ` ° 2. MAP MADE FROM OFFICE RECORDS. 1P \\ o �F d ° 11O? 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 0 \ tioA p4�A� ,6. EXISTING ELEVATIONS ARE SHOWN THUS: o. � o° + y1 ti O� �p O� h� N. Tp, PREPARED IN ACCORDANCE WITH THE MINIMUM C„ \ g, 2 rr1 Y �� �I 11 f' I STANDARDS FOR TmBY THEDF'�11INEYSLIALSml�'ESfABLISHED O \ 9 O ® 1�1'"T IlJ—I ,t FORUCH USE.BYNTHE INEW ORK1'$fATE lM!D, TITLE assoc TIo� s G� Jai 1 "�023 c,� 0 \\ ED L° BUIL DING®EPS � 51 FEy fig• t w u7 ^^al .N41C Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Tia` o�'win III `(� \®� TO THIS SURVEY IS A VIOLATION OF `V SECTION 7209 OF THE NEW YORK STATE O Gj EDUCATION LAW. C3 5b,a O\ ` `O\ - COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor X THE LAND SURVEYOR'S INKED SEL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED F. TO BE A VALID TRUE COPY. OStanley FOy1�O ' Xl 1� ONNS INDICATED HEREON LY TO THEPERSOON FFOR WHOM THE SRSuccessor Ta:URVEY oseph A. IngegnJ. o LS. LS, IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 I TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE i OFFICES LOCATED AT MAILING ADDRESS' THE EXISTENCE RIGHT OF WAYS 1586 Main Road P.O. Bax 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY " �� :� :••�;.•,>�� ti000 �; SITUATE Qn Iif ll IV/ MATTITUCK TOWN OF SOUTHOLD v "•;''`.'.�`' s 4 MAY 2 5 SUFFOLK COUNTY, NEW YORK sv .• :•;:.;'. •.:;': �� ` S.C. TAX No. 1000-108-04-7.43 SCALE 1"=30' ,:.• S 'fi�d�pU�ILIJIIY(�utpl. JANUARY 10, 2023 01 y QVVpgyoFSO11TL1��® APRIL 12.2023 FINAL SURVEY �/'• �A •::.' Oy 7i-7� OTT - MAY 16,2023 UPDATE FINAL SURVEY AREA 0.734 Esq. D. ff. •-• .lHAMLET v.- \ P• / Y � o� CERTIFIED T0: ..,.�..•..Y•1,�0 \ A. / Q � OLD REPUBLIC TITLE AGENCY, COMPANY K. lb !�'•• -(• \ O�S•'r�Y' Qtr SEPTIC SYSTEM TIE MEASUREMENTS •rl!•1.. may. y, •�.• .• 1 ,R\ p¢ y t• !• HOUSE HOUSE q� �,'•', \ , CORNER QA CORNEA❑B MM HYDRO ACTION LPAN 400 41' 15.5' OUENT RS COVER •,• y ,.�:�v. - �v 'b. ,n}+-C,6 �. LEACHING POOL COVER SB' 21.5' NOTES, 1. THIS PROPERTY IS SHOWN AS LOT 1 ON tea• 'v �d gv.�b'� •2 ,�.0�a1,0 4+, SUBDIVISION MAP OF NORTH FORK HOUSING ALLIANCE" APPROVED BY THE TOWN OF SOUTHOLD PLANNING g ev 00 5 tib BOARD ON AUGUST 25, 1989 4 gdl�g a a•j/ �lp. 2. OFF—SETS ARE TO HOUSE FOUNDATION. s �• \�, 9y UXUAROMED ALTEIWION OR AMBITION Y, TO DOS\\ \ N EDUCKDON�s tIA¢sTv ONivac°STATE •'''\\�;;.gg �um 1HsURVflDRRS ROM SEAL OR 1o°�mum 1wRE COPY.BE oOamm amnFICKROM umram RERSON suu.RIM 4 f,.✓1�{�`i•4. 6 ONLY PREPAtaD.NiO ON M6 CFOR WAOM THE SURVEY LIA 70 TIE TIRE CMIPAW a0YFM1YEMAL AGENCY AND Mn- \\\ c��O ��GGOS�V CERTIFICATIONS c \\ SP ��9�4� � 9,y V' THE RIGHT �RECO DOf AYS wRANrEm. � Y Q�0 P�,� OD ~• 665'�� PREPARED IN ACCOMMOE WM THE UMUM .;�, Nathan Taft Corwin III au "%"'�`=BGE LAND Land Surveyor p3 G o K ,o S.t'. S oQ 0����0 �oa2�0 SDGG�or Ta:=J.t A. o'Jr.L.S. ,�0�1� 'QG = { _;*= 170.SrvM—StkW=— Sit.Pkm — Comtns8on Layout 0�, T'. t 727-1727631 PHONE(831)727-2090 Fax(631)727-1727 i2�'�I'••y • •ipQ` I 0188InT / MkUNG ADDRE 467 011[ OFFICES P.O.Box 16 1VD S 1A Jam..port.Now Yoh 11947 Jam.,po t Ne.York 11947 N.Y.S.Lla No.60467 E-Mail:NCOmn30mLmm 2— 83B DWELLING LDLLING PUBLIC WATER WATER LOT 1 MAP OF NORTH FORK HOUSING ALLIANCE WATER MATTITUCK MAIN TOWN OF SOUTHOLD RACHAEL'S LANE TEST HOLE SUFFOLK COUNTY, NEW YORK SUBDIVISION MAP N 51°21'10" E 145.00' 0.8' BARK BROWN LOAM (PT) 1.7' BROWN SILTY LOAM (OL) ELEVELEV 220.00' \ 29.5 D 29.4 3.5' PALE BROWN SILTY SAND (SM) W G 8'0 x 12' EFF. I 17.0' DEPTH LEACHING POOLS Q A-56' o I N B-24.5' C I 11.0' PALE BROWN COARSE SAND (SP) o A-44' I B-15.5' AS B o S ELECT. THROUGHB C.O. I 1000, ELECT. METER ry r HYDRO ACTION AN400 TO �8 � R - 22 - 1 510 ON H FRAME ¢%�, o >- -< HOUSE TREATMENT UNIT 4Fq 0 ly O��g� W �o o I Cy��F(� �2 TEST HOLE DATA SOIL N ; S ppp N.T.S. BORING 2 EV cz 1000`10 SCTM#. 1000-108-4-7.043 q TRFgM���08-4- 2 245 RACHAEL'S ROAD, MATTITUCK, NY DWELLING Z PUBLIC WATER I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 & 2 STORY 1 FAMILY VACANTAPPROVAL OF CONSTRUCTED WORKS FOR 4B BEDROOMS DRAIN I PUBLIC WATER I -�i/ `��/ (� r 1st FL 1,584 SF �U r�v I`� r ASINGLE FAMILY RESIDENCE 2nd FL 892 SF ! L f F.F. : 2, NAY 1 9 20 ' 5/18/23 R-22-1510 TOTAL AREA: 2,476 SF s � Date H.S. Ref No. ._ •— ' WITH BASEMENT �'� I� 'o The sewage disposal and water supply facilities at this location have been �wo�<" �T'�� "UN DEPS' inspected and/or certified by this Department or other agencies and found LOT AREA: ti to be satisfactory FORA MAXIMUM OF_ 4 BEDROOMS. 0 31,963 SF 00 00 CRAIG KNEPPER, P.E., CHIEF Office of Wastewater Management ELEV I W ��0 00 24.2 I o �0 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELEV 22.2 M Rco ,� S 57°p 0— — — Q39ti� oo� ��oFNEbyyO DANIEL R . FALASCO , P . E . , P . C . INDSTRIAL WELU WATER 174.95' P\ Fq<�so� CONSULTING ENGINEER 4, 94 STEUBEN BLVD., NESCONSET, NY 11767 A� �c� n�^ (516) 317-7209 05699��� DATE SCALE DRAWING N0. FESS16N 04-05-23 1"=30' 1 APPROVED AS NOTED DATE' a- a B.P.# 2( FEIT a,Oq`f.00 COMPLY WITH ALL CODES OF BY NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT 35 AS REQUIRED AND CONDITIONS OF 1 -1802 8 AM TO 4 PM FOR THE ;3 F(.,LL.OVIPNG INSPECTIONS: FOUNDATION-TWO REQUIRED SOUTHOLD TOWN '"OR POURED CONCRETE 2 7:0UGH-FRAMING,PLUMBING, SOUTHOLD TOWN PLANNING Mal STRAPPING, ELECTRICAL&CAULKING INSULATION SOUTHOLD TOWNTAUS' : r 4 FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. NI.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE a REQUIREMENTS OF THE CODES-OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL DO NOTPROCEED WITH INSPECTION REQUIRED TRUSS PLACARDING REQUIRED FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPRQYED. PLUMBING amsepamtoll Blowerdoor ALL PLUMBING WASTE "qu'md ss per and ductwork &WATER LINES NEED WS Code tes t g fec re& TESTING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE must�»QVid@ mmuab CERTIFICATE OF OCCUPANCY D,J and S$8�� SOLDER USED IN WATER tm EIer SUPPLY SYSTEM CANNOT EXCEED 7190 OF 1% LEAD. OCCUPANCY OR REYr4,IN STORK U,,ATER RIMUFF USE IS UNLAWLFUL PR:l:lsuANT TO CHAPTER WITHOUT CERTIFICATE OF THE TOV619 CODE. OF OCCUPANCY l\ s J DEC 21 2022 - Y �7--7 Ile ism Ile R �1 lilt v �aas� w t.� K�r srrt� Ow ! j rug I .s"f' M Saul• got � at IIle r -- T- crs'X AV C-4 7' s'uoW 3- FAA C.O. 04OUS�IPZAIP' -04 et, r14 19 Y �,.M o ASC OJAD Dp /t1J�w 2480 O RAY NER p �W�-�?r t1 lG ARCHITECT `c QF �E�"� 95RICHI�OND AYE. S. AMITYVILL.E, N.Y. 11701 10 l361 v 7^0 .2 �'dtf�"" ��.�" t M __.._..._. .__._ ___w.._.._._ ... . .- �„��__ ..... .. _- .- _.g.,4►"' ,.. � .. .._id;►� - -- _ gyp,,, .. '"'PC v 'C' 4 Fksf PAP F;22.{-. 4 x 36••�Ga�• �ae+rc�cam- _ . rim RLpI+aGWw7• aiars•r1r `: i(/ F 6 FL Rpm D r(,"°•� — ____��.� G zap# n '_ Oer'e 199 • ��a� �3 _ :� 2iC ts► [z}�x i� ?p"- ".�.`� '��4 % W� .- , �. - ,'.?�/'.2'�t�ie 1 � 2r4�v/C'A4;� 3Gg-"x14`,4Ve. dos j___ _- t..��--,rcz�lr © T7! t1 clip C-ry+ b -N& i I "I bb Show b 11611 til .. j 7 IOtvjel� \ot « 7 ✓t. enr To tv /SLAM! t 12nd R�nGF. K ° 1� D LA fee o. i o ro . f�, � , ►� - ,¢x6 4 1J iAV .1p /g✓ a I �. �f r �k�bYA o ,; � , p , 'p �""✓• I y'9° 4 �.e- ��. �p 40 %61 If ov, �� �C SF 7' �� p/�or.e.Pga✓F, P -- _• 4 L'�Zx$ ', "TCWT t� �.. C-L. r c2� \40 _ lco .5�0) _+ j �'�2n1� �a lz• - • N_ 7'W � ° . 'o a� Tui a�- t'� . . • x G�'1/��cf ,G-,q�rzyWA4� 3 'F' Q PC • Tz.�H , 4.1,0 Ta 8 i-�" -�„� 1JI.ice►► �✓' '4p # t 01 Zoz. _.. .- _.. _ _,... _-.._ter._-_..._..__•_._._ . ....-.. .... ...._.. ..,._ _ .....-.. czv ! --.�►,f�T2 f-a cam..h7 "�-c� 4. z 7<. _ ......... t,�'::::::..._.. i i _ : ' - .�W fes•/CS�'i��N' /c_,.: Z01W* IWATl I CICA� Nu Dn - i - - RAY DONER,AR•CHITi=GT DRA WIN NO: , \ ARCHITECTURAL DESIGN INTERIOR DESIGN !� s i 7k • PLAUNIN[3&pEVELOI�M NT'' . DA.T)J: 7-27=2Zr. t^ '-RESIDEM1At-CbMMERCIAL-I1�IDUSTPJAl cam. o •.a2-?;G�� • � 95 RICHMOND AVENUE . REVISIONS: p2q.3 O� S.AMITYVILLE, NEW YORK 1170 1 _ •fi / L.. �/=� lo� " :. � , F�OFNE� y (631)691-1718 FAX (631)691-1718 n , EMAIL. R.QARQHITEQT r@YAHQQ,QQM woI mum t +� !- cam" - ------ - - ----- _ _ ---- _ _ - - /46 ft - - - at ol ° ,� _. .. tvMENT/CELLA R BASE • '! 4"CONCRETE SLAB REINI'O t D W/661010 WE,LDED WME ' FABRIC OVER 6 MIL VAPOR OVER COMPACTED FILL. H INST L 5/8"TYPE'X'GYPSUM t 1 t- E�. • BO TO CEILING @FURNACE AREA. or j � � 12 ool t Ty �!o QST l' s 16 o 4r emif oo CIO etr ZX Li it A M im ELI • k 09 3'h"DIAMETER LY COLUMN ON 2-6 x 2 -6 x 18 THICK a Q T POURED CONCRETE FOOTING W1(3)#4 BARS EACH AVAY. SECURE e ` COLUMN TO FOOTING WITH'/:';X 12"X 12"STE,L PLXTE BOLTED k O r N ♦ i �` `J TO FOOTING W/(4)%"X 8"ANC'OR BOLTS. � R 40 GI=s' a t��• ,er T S"ia'/ /C G kA • >* , c t <`�l f�j GN► - Hael f 0� i b •� • Q • • S !>�a •• • j9 • • lr •� • • 4 • f • • • • • • s • • s -" dy SLAB ON G E _...__ _.__......._........ .. .. ... _ _.. ._. _.....— CONCRETE S 4"CONC REINFORCED� /661010 WELDED WIRE FABRIC OVER 6 MIL VAPOR B ROVER CO ACTED FILL. AT GARAGE,PITCH 4"TO _.. _.... __ ... .._--.. __ ..,. . .._... .. OVERHEAD DOO AT PORCH,DRO T.O.SLAB 4"BELOW FINISHED FLOOR. . i 1 _ I �/= e ..'s"f7�'F' IN + __._.. .. _..... • ' r• , .w .... . r. . .......1 a q tilt/..._... .....pgpi . ..• ... . x.a:�i i. ._ ^a:.Ql;r_r :.ft 11'.!t- . "), .Z / � .. .... .. .1, ..... .. .»,..hr9;...1._. ••.....y. ^ICT qF�.•• .t9°H?a 1,� 1 ...-.._. .... .n....- ...• . • :. .' .r. . • + DAR k' ON� RAY DON ER,ARCHITECT DjRXWA�W NO: ARCHITECTURAL DESIGN 3'cyC -,_ - -- • INTERIOR DESIGN DATE: �_ ''••Z?'-.ZZ - ( PLANNING I DEVELOPMENT - _.. _. � -� RESIDENVAL•COMMERCIAL•INDUSTRIAL . ,� ; 95 RICHMOND AVENUE RE'VSIONS; SIM- Q Q2A �� S.AMITYVIME, NEW YORK' 11701 - ./ �, -..• Cc '� (631)691-1715 SAX (631)691-1718 .. _ C�. N�� WAIL: kQARH.ITI,:GT@YAHQAG4M _ __ _ ....... .. _.._ . ........._ .._ [.OR SECTION R40ti O USE STAGGER PLAT 2S 1r ' 3 '--• SECTION ( }., - CUT�LATETtEOWiT[I- - TABLE RT03.3 1 SINGLE ORD DOUBLE 10 GAGE 67EE1.STRAP. SEE SECTION RBO .3.2 CONTINUOUS lUDCE VENT&/OR Figure 3.10b Ridge Board and Ceiling Joist Detail ,F UNDATION WATERPROOFING AND FACTOR Y-13 UILT FIREPLACES SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNE SS TOP PLATE BEE SECTION,1002.0.1 DAMPPRbOFING ING MATERIAL AND FASTENERS GAB LEVENTS&/0 R METAL ROOF � R]QOd,l'Guncrnl.Pacturybullt(itrplacas shall be flrredaud TYPE OF SUPPORTS FOR THE SIC Woad or wood r VENT(l.7 HiP OR STIED ROOF, Ridge Board R406.J tincrele and masonry foundallon darapprooling• labeled-and shall be initialled In accordance will,ilia cotdi- SIDING MATERIAL THICKNESS JOINT Dlruclinal Fiberboard Gypatim Foam plsalic Direct Nitmbar c r 'I Bxcept w ere fequlred by Section 8406.2 to be vialcrproofed, flans of lilt llsrlrlg,PncF+ny-built rirapinced aba11 be IeeleJ h, TREATMENT shealhing ahaa0dng shaaUdn� to atuda °P°else c 1..,t FULL•HEIGI IT Sl UDS (Inohaa) panel siteU111ty Ing Inl°stud Into at Into stud toot°non, I ADJACENT TO HEADER • faundell walla!trot ralbin,turlh and enclose Interior spaces necorddncc whit UL 127. ,; t SEE SECTtOhI .11 f,• ,Y i _..-. -' Collar Tie(Collar Beam) and Moor 6elowgrade rltall be dompprboted from Ilia higher ti 81004.2 learnt axtemglnns.Heald,extensions of a riavert r Rs02.7.5 OVERFRAME RAFTER. Rafter (Located in upper third bf of(o)We op of the fDoting or(b)6lnchrs(132 mm)below.lhc rl Siding nail Siding nail Siding moi) Siding nail i I --•-••• -- - attic space) p factory-built fireplaces lihall be Inslniled in accotdngca lulus 3 3 3 r P1 FIREBLOCKAROUND ,t p )(see 3,2.$,2} lop of din baaamint 'Cor,to lila finished grade.Masonry walls lite 1lrrhr of Ilia-fireplace,lace, ie hearth extenaloli shall bit rldd• Steel` 29 o Lop (I /q x (2/q"x (21/20x (! /4' x Nol Same nr';' PIPE 2 X FLAT VALLEY SECURED TO EACH,, hall hdv tat less inn 31, Inch (9.5 frim)partland Cement g P g ' 0.113 0.113" 0.!13' 0,1 13 allowed stud spacl-I i HEADER- ity dlstingulshable front Ilia aurrouad1uh floor arae. Lined- +. a 1' ;s ' RAFTER W/(3) 16D NATLS.'INS'T'ALL 11141' arginga'pliedlotheaxteritiro7lhewhll.This tri In sbnllit Staple-t 14" Staple-2/2 Slnple-2/4 Staple-1 14' N, f SEE TABLES R002.7111) p P B g and labeled hearth axtenslonaphall comply whb UL 1618 : I AMD R602.7(2) X 24"20 GA.METAL STRAP trY BAITER 3amppra fid Jn accordancp with one df[lie following: --- ---- -- 0.120"nail 0.120"ilsil 's; SBCTION 81005 0.120" l b lticlles,,; JACK STUDS OR i TO RAFTER. 1.hit naln61rs coaling,l (shank)with (shas,k)with i TRIMMERS / FACTORY-BUILT CHIMNEYS (shank)wills 0.120' nail center or.iiaz 2, 711me oundii pet a score aril{1,63 kglm')of ser pc a 0,313'head a 0.313 lien it a 0,313' )will! Not spectBtr ;i ,r I 'SIAiPSUN' P P q Y Y 11]005.11 Listing.Foobtry-built chlmueyt ilmll be 1lsrednpd Vinyl sidhig or.16-gage head or {shank WALL STUDS / ifS IiUIUfICA1Y); ' AIN Rr1Cl'ER mo ifieif aemenl labeled and shall be hislnlled slid lerminnted,ti occordilice (see Section 11703.1 I} 0.035 Lap or i6 gage p gage s 0.313 heal allowed by lilt ,, SEE SECTION RBO2.3 3. On -cl hilt-Inca 3,2 mm coat of e'vi'fdce•bondin staple wills staple Will, 16- y p 1/g- 1 Section tuanufsetu•eff CLI 11 I6"O.0 ' g { ) QSYIiIt ale rlitlliltfaL'ttlre�tl 1t19tll1Ctiat19, 3 1 la /2• staple Wllh •i? i ••bc an,complying with ASTM C 887. - _ !g to /�-ii chinch 3/8.10 11/2. R703.11.2 inslrucllonl ftp y Ceiling foist SEETIDNA10flti test re Cit ! Ist 4• An malarial permitted for Ovate roofln ht Secllan crawl, ' h b P , FLOOR crown incl!crown ' '�• CLiI(LING•10i i parallel to 114 6.2, ' ' � g EXTERIOR AIR SUPPLY Irl ' •C sotto eLoctuNG `� i Wood rustic, Face nailin rafters R10U6.1 Lxlerlor•air. Factory-bull!Or ninsaiiry fjrc hoc i 3/ tilt• La ", / 5. Oil r approved methods or maietfals, covered 111.11,13 chopler shall be equipped wftll on exterlp at drop 8 p 8d box or up to 60 eOTfOM r.GIRDER vuldibs,1 tai PLATE FLOOR JOISTS Y::"DIA.LAC HALTS 16"O.C, 8L f Epllont Pa;glgp of unit'masonry wnlle Is not Supply to ensure pinpnr(tial canibusflott uuicss tits roan I Wood algin 132 6d box lir 6d box or 6d box or 6d box or siding„a)1 per tiearbt`� req ,red i0itte a mgterlol Is apprbved for direct sppll- inechonicalty, ventilated and confrolled 6o Ihol ilia in11d' g SlilpinP ,' DETAIL WHERE GADLTa 1100 ri IS _ 4 (sea section average Lap siding null. siding nail siding nail siding nail (2/2 x g+ tivldt6i i 51MPSON'T1210 IIANGAB J6"p.0 , ..n...�r,t.." tati to(lie mbson prcasure Is Ileulrnl or puulllve. , „ ovERrItAMED oN'T'O MArn Roar_ p ry, �mw,wr+o.rr, i,rr.r•.,r�ra,�.r+a�r+-rte I ' 97(}3,5) ' ( „ ) ( ) ) ) 1 i Figure 3.10c Ridge Board and Rafter.Tie Detail Contre a Walla s1,a11 be doth roofed b applying an ono Bevel /1G 2 sl.0.099°} (2' x 0.1)99" 2 x 0.099" (z' x 0.099' 0.1 l3" and-'over,., SUBFL60R ,r y PP Y Y Staple-2" 2 rlalls'i of IhF IIsi d dajttpproo6ng malerinls at any one of jhe Water• Hutl ll. 3/ La r t FOUNDATION proofing alcrlala listed In Secllon 8406.2 to the exicrior of P 16 P per 6ggring., _ - CRIPPLE WALL- AC4RACI-ISiDir(r1X4 POST) thti Wbil, -! SEE SECTION R002.9 AC6 M-100 BID (6X6 r05 Ridge Board Wood structural panel :!. 2112"x 211"x 21/2H x 6" ari¢t . _ . �_ I T), 8406.2 ncrele and masonry foondsdon waterpriiofing. ANSI/APA PRP•210 3 1 2"x Q:099" 2 2 „ 2 „ 2 x 0.099' p: ,., SILL PLATE -- -� ! / / Note c 0.113 0,113 0.113 ester.a 2 = I t ]n areas here n b1gT,t4olei labia or adtcT severe soli-water algin (exterior rade) 8- 2 aldiri boil siding nail Collar Tis(Collar Beant) g g g siding nail siding nail siding nail filter.sb : i --- -_•- -------_ condition Die kilowh to exlsl,exterior foundation walls if,ai (sea Section R703,5) :,,- Rafter (Located In upper third Of FOUNDATION retain ea h and enclose hi6erlor spares slid flours below ' I WALL STUDS attic space)isee 3.2,6.2) +-" Wood structural panel 2 2 12"x 21/2"x "' L_- -_- - -_--__ -_ WALL sTuos W. alta i be waterproofed from the higher of(a)lite lop of lop aiding(see Section 3/a_1112 Note a 2"x 0:099".•; 0 113" 0.113" 0.113" 2 x 0.099" 8 along` "' I e fdotlp or(b)6 Indies (152 mm}below Iht top df Ilia Nott g siding nail siding nail bottom edli • i IN.BY 4 IN. L R703.5) aiding nail siding nail siding call ,i DIAGONAL BRACE ANCHOR BOLTS EMBEDDED wm IN asemeni nbor,to ilia finlahed grade,Walls shall be water-* LET INTO STUDS FOUNDATION B PL O.C.t .•, - 'oofcd 1 accoglance will,line or Iia following: For$h I Inch a 25.4 mm. �RCH�OQF DrTA -- -' 1. Tw -pry hot-mopped fells, a. Aluminum nails shall he need to attach alutufnUn,siding. t COttNER AND PN1'111'tON POSTS• .ROOF PITCH(SEE SECTION ,•2 fl.-five- aund 25 k fol[ioo6n b. Alumh,uln(0.019 Inch)shalt be unbucited only where ilia maximum panel widih Is 10 Inches slid the mu Inium not area Is B loclics.'11,e lalerincp l.'1 P ( 8) g. atumtaurb aiding shall he•!0.002 Inch of die nominal dimension. � ' & ELEI ATIONS), , Six- it(0,15 min$ 'oi vin t thio Ids approved type. i1' e, 5lisll'be of a roved t a, - - AT�Q tT . )P Y Y r --- d. Where used to resist shear forces,the spacing must be 4 inches n1 pnoel edges and 8 h,ehes on interior supper x. r' •X,11 OR 6Xt WOOD P05T Rafter Tie id. S'Ix• df(0.15 corn)polyethylene, "-"HI . Fort -fall 1 m e, Yedicnl end joints shall occur m studs and dio11 be covered with D)olm saver or shall be caulked. .� APPLY APPROVED SHEATHING OR aRACE V6 ( m)polymer-modifled asphalt. I EXTERIOR WALLS WITH I IN.BY 4 IN.BRACES LET yl. 1)104 GALV.)JOLTS I6'O.C. (Located )n tower third r. Face nailing:one 6d common null through the overtopping planks at emelt stud,Cmicaaled nnll(ng:sae I}•go a 113-inchlong gale,rnonng nail lhmugttii INTO STUDS AND PLATES AND EXTENDING FROM NOTE,A T141RD STUD AND1011 PARTITION INTERSECTION „ + of attic space) Idp edge of each prank at each sled In accmdotice with ilia planufoclurer't histullild Instructions, '1 BOTTOM PLATE 70 TOP PLATE,OR OTHER BACKING STUDS SHALL BE PERMITTED TO BE OMITTED S, Vertical joints,if staggered,shut[be permltted to be away from studs if applied alter wood slrubtural'panel eh thing. -i APPROVED METAL STRAP DEVICES INSTALLED IN THROUGH THE USE OF WOOD BACKUP CLEATS METAL `'' 'SIA3PSON UIf 0 IIANCAR 36'!O.e' } , i ACCORDANCE WITH THE MANUFACTURER'S WILL SERVE OR DEOTHLEtAPP BACKING OEVICE3THAT It. Mbdntum fnslener length mon be sufficient to penetrate ahcalhing oilier nallable xnbstroie and framb,g a Iota of°tiilnhnum of 11/4 inches or In neerlydin` SPECIFiCATIQNS,SEE SECTION R802.10, WILL SERVE AS ADEQUATE OAC1dNG FOR T)IE FACING wilh The manufncltner's insiallnlion lirsltuellnns. 'i• MATERIALS. FIGURE 8802.3(2} 'SWIPSON'113 ITURRICANE CLIP 36"O.C, r3.2.B SIraCial Coltneclions� R9115.1.2Ice barriers:In areiis where[hare has been n his• PRAnAtNo DETAILS %"I)1A.114.(�rti1', r Tor of Ice Forrnin• nlan rile eaves cadsJr .1' 1TLOOR JO f1IItU BOLTS �� r i ' x 12"TYPICAL, q 2.6.1 Ridge Cattnecilalt Jequlretnellts Y b g g a backup mr DECJCJOJSI .�• Ridge'connections sisall be lit accordance wfW (lie water as tlestgnnted in Table R301.2(i),nn i_e bm•rier ahn11 `equiremants g)verr in Table 3,6, Presci)ptive Bolulions be installed for asphalt shingles,metal roof sifingies,aria= RIDGE BEAM. �'• ern,-surfaced roll roofing, slate and slate•type shingles, • ('or ridge straps dre'provided Til Table A-3.6.Where ridge woiid shingles and wood shakes.The Ice bn:rler shall con., -GIRI)liR 1,,, i'straps are.used,they Shull ui(ach to opposing rafters, sist ornot fewer than two layers of undertayinent cemented RAl?TEB. together, or a self-adhering polymer-niccifted bitutnelt - • .. C4 EACII SIDI!(4X4-POST) EXCEPTION:'Ridge straps are not required sheet shall be itsed In place of normal,underlltyment and AC61%A SI Dr TTE c vtgicn aollnr lies collar beans of nominal 1 x6 o extend from the lowest edges of ani roof surlact EACH S DI 6X6 ( rosr),. ;t r g s to a point 'SI},iI!SON'PD4d FOR 43:d POST r .. ' 2xrl lumber are Incatetl in the uppci third of the not less than 24 inches roofs mm)inside(il+.exterior wall 'SIAIrSON'PD44 FOR 6X4 POST t Line of Ilse building,On roofs with slope equ�I to Or granter attic space and attached to rollers in Bccordnnoe t 8' wills Table 6-3,6. Ihnn 8 milts vertical in 12 Imus horizontal,the Ice barrier WV s l shall also be applied not less than 36 laches()i4 min)area- •�+r suted along[lie roof slope from the enve edge of the build- Ing. ASPHALT R(SoF SHINGLES (NAILING 8905.2,5& POURED CONCRETI FOOTING + 24"1144"NIDE 20 GA.lir rpt.STRAP i SEE TABLE A-3.6W CA11-011NATLINO - ATTACHMENT R905.2.6) OVER. T.- REQI1tI1IthIENTS. 350 FELT(8905.1.1) OVER Y�"CDX PLYWOOD tl _ SIMATRING OVER RAFTERS @11611 O.C.(SCE PLANS " HURRICANE STRAP - H7Z I FOR SIZE);2"X4"COLLAR TTTS l�32"O.C.; CEILING it 'SIt11PSON'IIURR[CANETIE ORI'/:' JOISTS @ 16"O.C.(SEE PLANS); R=�4•INSULATION, ! i 20 GA.r,ALV.STIL-0PING PRbVIDE I"AIRSPACE; INSTALL ICE BARRIER. R905.I.2. PORCH/DECK DETAIL -' 2"X VENTEn BLOCKING .• t 'WALL to WALL ASSEMhL'Y - - METAL GUTTER OVER FASCIA Wi�GM J.2.2. .- -......__....._....___ CONTINUOUS'2"AIENTING SOIi'IT. -- - - - .. __. ::_:. __.._.... ,•;::' ..., .,._ _ rx tt X34 H SIDING OVER HOUSE WRAP OVER FOAM INSULATION(K=3� 1 V� OVER%"cox PLYWOOD&/OR%"OSB SHEATI[iNG ` �t �*•• - 1` t•,t 'r •t, 5 ! OVER 2"X4"WOOD STUDS @ 36"o.c. f�:l.5 x•q.'. '(2)2"X=("TOP PLATE IN ] ]/4''WIDE 20 GA METALSTRA.P @ 16" C. II --- 2"XI"CONTINUOUS /� si�Irsola i i STU LL. N BT�AItING BLOCK 1'ts��• ��' s1TtQNti-T1s Ac �:f�,w,),. , , f i SIMP14G_ NEW FLooz� s . PRTXTL +111;NEW SECOND "fs Brno?� ! _ �LooRJOIs 1 INSTAz.LRn p RT (``(�t�INrC''TCCI�n'� i EXISTING CEILING JOIST. A.BOVE EXISTIN EILTNG, �?k 'S1I;+1I'SON'9TRONG TIS AC I �n .t� b �zl rta�.,r., , t l ,r• a �� y Generated by REScheck-Web Software 'Stan 01i,,ST:RONG7;HIit `I ,H > �' %^xtl7g" • • t� " %"DIA.ANCHORBOLT. ] 'l"WIDE 20 GA. GAIN.STRAPPING �•✓C•• Compliance C e ����� _ W/MER. V"'El n'�BTLD=N (EACII STUD)MIN. 12"BEARING ON ' ena'vJd> JaLST FRAMING. n IOEiR5 AT 4 I t Project New Residence JNTicRfoR DIST 70 _�S I F LO tar _.. X /i?, i TIIEVER kx-,q.'r FXT= I ST STUD d /G-✓�wr .% +'1 `... MF .... i �54�►/�7 Energy Code: Z0�8 ICC CON EC _ 1 •.._ _-'•-- --........^.�.._._.. � �� Location: Mattituck, New York `. . .... ..,.._. ..........._.__-._._.... .... . Construction Type: Single-family ^- INSTALL I!IREBLOCICTNG(302.11) • Project Type: New Construction Ii @ 151N5ULATTON. Conditioned Floor Area: _ •1 t 2,476 ft2 •' I GYPSUM`WALL BOARD. o [ i Glazing Area ;2� !, __._ `.'• •• f i '/"PLYWOOD 5[}B-FLOOR SHEATHING OVER Climate Zone: 4 (5331 HDD) ILOU D�1,•�r i ^, l FLOOR JOXSTS 16" O.C.(SEE FLOOR PLANS). Permit Date: 'SiMPSON'STRONG TIB ARA44 OR 66, WALL ASSEMBLY IKC ! �'?cr2.1 Permit Number: Embed I/2'ilia.galy,bolt 7"in 'concrete,' To FbUNDATION ACQ(2)2"X6"SILL SECURED TO fl.". _ -- WFCM 3.2.2.3 POURED CoNCRETEt.FOUNDATION WALL&/OR -- ! I �1 i 8 CONCRETE BLOCK TOP 2 COURSES FILLED •� . �`,` - _ , : ( � �� �,� Compliance: 3.S°c6 Sett=lir Than Code Maximum UA: 371 Your UA: 388 .Maximum SHG:: 0.40 Your SHG:: 0.30 N SOLID W/CONCRETE& 15 MIN.ANCUOh BOLT - r " i r The°k Better Or worse Than Code Index reflects haw close to compliance the house is based on code tradeoff rules. PLATti "• TLMBEDMENT)FOUNDATION MIALL.W/518"DIA. - �.--� It DOES NOT provide an estimate of energy use or cost relative to a minimum•code home. r N r ANCIIORBOLTS W/NUTS&3"WASIMUS 45"O.C. i. •�LA� ' q r. �pollBli:�'t t ll. •; ANCHOR BOLTS MUST IIA�rE MIN.T'EI,I4IIIEllMENT, 1P--�/ •�' -- FOR hofZ He�+n , „ --�=`=`" � �"'�� � `�'�! '��-� Envelope Assemblies � .s dB A.1�1CTIOR IZor.Ts ARE To BE PLACED wI T IiTN:1z i N p FROM ANY CORNER&6"To T2"FROM.IIIETE END � ' oft lie N t +� ;.' OF EACH PLATT;SECTION. __ ' ; - , 1,4155 , A, ,1 •� t syr 1 k' r " " r. r , , Ai �r � � X�. � - - � � �. '1�"ROD a TNST'ALL SILL SEALER&TEIt11aIT1;suiELD. 4 +' port$TV 1/ R POURED CONCRETE FOOTING,KEYWAY& (2)f1+t REBATE R=]0 RIGID 1NSULATIUN t] - Ceiling:Flat Celiing o,Scissor Truss 1,784 30.0 0,0 T 0.035 62 •;'s q PERMTET`ER SLAM ON GRADE. _ 100 21.0 0.0 0.047 S _ Ceiling 1:Fiat Ceiling or Scissor tt a WfI)✓TtJs' NEW& EXI5TTNG TUUDATIOS naGET, wall Wood Frame, 1!l."o.c. a • 2,636 15.0 3.0 0.061 195 p • INSTALL 114 EPDXY COATED STUB BAns, tw,LONG " B • 4WTTII MIN.7"ICMIJEDnaENT. Window 1:Wood Frame 317 0.300 95 :cput^�i�x'Ntli i t SHGC:0.30 s-� .'p, 1 Floor:All-Wood Jolst/l'russ 320 30.0 0.0 0.033 11 •ItittyaDEo RDD 1 ••• - •�-- .:s r • FINISHED GRADE, :.. ,e"""�'.-• -`-7"•�CC7}"` j 2 C� ... �yG _ 4 _...__._....__ ._....__._.__... �. /`'y�•��� :.��G?!ti'�F 3 1 0 0 0 039 4 __.. ..._ __._... Basement-Solid Concrete or Masonry 1,1 fl. 1. 11. HlNlrrttr•t •'t 404, IF t`. ;'v•® Qp FOUNDATION WATERPROOFING(11406). /a •i_ /,, ., ' Wall height B.0' 4p I , '�- Depth below grade:6.0' r tbIaTANEa ' 114SEMENT -'4"CONCRETE SLAB REwriORCED __.. __� -------- Insulation depth' 8.1)' • , .: IE IF t31t37,4NCp, • W1661010 WELDED WIRE FABRIC OVER fl.MIL.VAPOR ��•-'EtVD WALL '- (2)5/a!'Ales BgLT,S Compflance Statement: The proposed building design described here Is consistent with the building plans,specifications, and other ; r r CWMERSTIJDS {T't3P8cDOT'Td BARRIER OVER COMPACTED FILL. 1!� s - 1, calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in , ' I REScheck version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ACIRIPI'LE STUDS - ._ ..._.._ ATA TfIIt>1 bl.IN.s0 t ROD 141 W ED - COrLBT[tM 06FLAHfOIt N } / A$ RS&Nu i iIMER SIZE 518")JOLT' ! 'f:• 2x4SIUDS FRA1119OPENINGFOR A'.{� ". .. NEW wnlix)w art ' --,--. . ,t +• ( SIMPSON'$D B '' •` IiXrlsRIl1R DOOR .r SLAB ON GRADI : - - .b ,. 'fors r f 1' ' e_1 e-, c... ,t'>!/ �.L G RJGT ATION ,C_d d"COI�TCItrTESLr111ItLINFORC)rl)NV/66!010 NLr.LDTsD 1Vllir lrrlltlt[C UVCIt R-10 2"1124" !!.• ' G MIL VAPOR Br1 RRfT:R OV7r]1 COMPACTED itiLL, rl'C CA11A(:11,1'I1'C!Tt d"'I'O ;l S1MP3 N'STRONG T!H LSU�6-1x6' 'g SO 9TRfq TI1I fIRC29,r �,T}'P t •• ' OV3:Tt irAD DOUR. AT PORCiI,DRAT'T.O.SL,U)4"BELOW F1NiSilr,n FLOOR. LSSU1 =2xa,17Cf0,2x12 -- - • - � Q � CC r•, � ?4�.5 cvx r��'� �Q?' ' i's!�io�T�?r1c,�, i Ale TYPICAL WA,.LL SECT QN, ,--- _•. .,i y trM,rorsT ,... c�, �� m �� ._..• ti RAY'DONER' ARCHiT�CY. I�RA'W G NQ: & DETAILS, - 2/1" - 1'-O" '/»'SSr1tl lxr, ' _ - ' ; * �► AFtCH1TECT6kAL I]ESI6N. , ANC�oR:1t3oL LRTI \'~ R' '� (UPRE1S 1 s .+ r><:Otr 1 VV�'ME 20 dA.GALV.STRAPPING s, I M F ' IhITEitIO k1 SIG1tl' :DA T�: z?7-Z 7 m ' ' ' 'LlINNfft113&I7)=VE1 Uf'1i?1 1J7 ' • , �TIUN API „ 'S1 rs -zxr, 16' Fl.ESIDEIVi7i'{t •cOMivlEFtctAL�fl�li[1sTf2tAL _ Ly _ 'h WALL (EACH STTJI}) I2 BJ�ARING ON t M ON TRQN0 TlU LSU26 rt O,C, t; �_,t �! �•6 I`�nCY/illrS)ILAIJrMIrTAi,'SII '" L{'1iiANN�',<611"a.� ,`oJ I 1[lOV(�• ) t _,. _._._ TR eP /j� be f' t xQN'' r L•SSU28.2 8,2X,10,2X12 LgTAi8 W/(7 fid COMiddit 9lfj C F s - Han 1 Cnili Inta►,tiai RI HMOND AYORK • _ `AICs Lo ATan AT rlAcli i?ND or STRAP. !�9 0 0 ag0� 4 S. P►MiiTYViIYLE NF1/i/YORK 11701 t! - - 7 �� ! _ I i• i Strap,Ing LSSU arq terl if® i A _ Nxg r 'StMf'S01J STi�ONC7TfHLUS2sUL& RttiUa• NtiJ dptrMnuuF Gpeae, 1 Ind"Molal 20 ga. �fiii)G�1-178 1irAX (631)691-1718 •t �' 'SIMP 0 P STRONafIE RCP. slrhp,,ing 0� E� ' ( �� ,) tT s, _ . EMAIL: ioARCHI UzQ YAH Q,GQM tt 1 . . { I• 41• +,tr,•-lR :,yr n'ip. . {., I° fill:: i.' ,• xl n,r+ . . . dl, 5.s1' tr, i IL;.•. i t( , ih:'r t 'l� !�.! 1 li' j'. amola ; ii , ,, '_i'1'.11+i r ;.I'Al"1,'ll`Iu 11!•11;•I t�;f,;: :;:. r.uiP,., • ,I;:..`r•':,;•-,; Ali, j ii' 1�;, r 'c•' r :n F . om •r su ,1'• •i. . . i ! i ,•'t• 'j. 'i;. 1'S :Td.,'I• r Iac''T:i• " • j:• s;lt,r :, il�1 ; f,-= ti { ;r,.1 ::��:,::7 >�-: �. ,.� ,: ;t' I y • j' 14",.; , t:: rh'I JJai( :! .r' eable'insu'atlons hi ;!': ;s':'r• q•;.. .lt%„'i,• ;l J R4023.i kava bn[I a;po [sir porn 1 . •,: ;;i'. r !:� ,, . ',l , , j 4ented AIUef,a befflc-shall be inslolled adjacent to soffit ! 1 " - andcave'vents. 13atfles shall oiafnlnin an opaning equal or �' ''' P greater Utah ilia size of the vent. Tile baffle ahA11 extend _ . I . over the top of Ute little insulaGon.l7ie baffle shall be per- COf{IgNOUSdEAD AMC FLOOR FRh}II11G . " r ',l:.I !' ���Ar§ mitred{o be any solid material. . . OF SEALRIi j RIGID INSULATION "A VALUE/OEPi}i PER CL11JAlE''' , • R4o2 2A Access belches And daiirs.Access doors from 11 COMfiRESSIBLE Y�hT11ERS1R1PPltIC AT PERIMETER OF EhtCL05URE,:1 ,; :;. •' ' l L `: CONTINOUS BENT , w 11 l"I I'!,r 1 i;.; - .. Y I'l conditioned spaces to unconditioned spnce9 such As silica ''•• : •I-lt.' 'I `' OF SEAWIT• � - _. - _ SITE BUILT,ATTiC ENClO5UR1:•�-IiECII�NiChtla�SECURED; d t •�. .. .`;'.`. .1 ' and crawl spaces shall be weadlerstripped Anti insulated to _ a level equivelcnt to the insulation on the surrounding aur- CONTINOl15 6111III A1. faces.Access that prevents-damaging or compressing the t I0RlafD IN -CEIBIGGYPSIA190N1O -- Insulation Ghali be provided to-oil equlpmenL Where. ri IDOWPERMTER• AS09MRIM I , loose-611 lnsulation is installed,a wood-framed or equfva- COi1iANdJSBEAII - lent baffle or relalnei shall be Installed to prevent the OF IIRItSIAlT11 • loose-fill Insulation from spilling Imo Die living space COl11DI110U5GEAU when lite atllp access Is opened.The baffle ar retainer shall OF SEAWIf . provide a pepnnneni'means of maintaining the instalied R- .00111BiU0�l5 MWlhR . . . • 1. • • , -M I-. N N' I.- raluE_ofthe loose-6111nsulation.: w__,,,•._, ' _ 11 ipQWIAJ(TA5 EXPNIIIQIGFONAAT, " R402.,4'Air lerikoge (Mandatory). Thd building thermal• s AIR DAMIM . VAiIDOWPERUVER - MEDIAN LATCH TO PR 55URE envelope shall be constructed to)last air Tankage In actor- SEAL AT VIEARIERSTRiPPIN . dance Willi the regotrcmente of Sections.402.4.1 through C011illlUOUSt6liml ' • • : . .402,4.5. i ' F)MMTI(GfOMIAT I . . a , 8402.4.1 lllulldrng diennal t&elopa.!'he building ther- WIii00WPERB,IEiER , O trial eni'elope,shall Comply witli Sections.R402.4.1.1 and , ,COiRINQUSBEAD . ' R402.4.1.2.Thcsealingmethodsbetweendissimilarmntcl- OF SEAL . RIA011111TAS . alc shall allow fordifferendal expansion and coniroction, C01110NDUS BEAD NR8M111ER MANUFACTURED PULL DOiYI STAIR R402.4.1.i Iri3tallnUan.title components af,t}ta build- OFAp14E5IVE ' �;'' • ` O 1 ' c -..J' ' ' '1 ' ing therbiar envelope as Indicated In Table 8402.4.1.1 C0111BAl0USBEAb GIXITIINOUSb4UIh1/C �! fAr r •t} .': , JV r C+' , ,` ' I EXMIDIIIoFORM \ ,' i -- l shall be Installed in Accordance With the mdnufedTable O S 1 W2WWPMME1ER , /) �• ):, w . instructions' and Ute, criteria,Indicated In Table (/_ . • . R402.4.1ti;as appllcAle to the method of construe- . ' LVJI111R01158EAU , tion: Wficie raqutred by Ute bidldbrg,ofjfclal, an orSVINIT ' ` appioved third party shall inspect all components and •. . ' . CONiItNOU§BEAD • AIR SEALING AT.ATTIC PULL DOW 1�ATTiC STAIR � O � •verify compliance; _.._ .. -OFADIlES1VE r- _ - _ [NY)•R402.4.1.2.Testing. 'The. buliding or dwdlini C01111IMSDEAII .. unit shall be tested and verified ai hnving an air leakage COI{TIRIOUSBEAO • -OF SEALNiT I • • tate not exceeding three air changes per hour.Testing. OFSP"IT'' , shall be eonducled In accordance ivfth RESNETIICC - - C0NT4IUM3,6`11.9EAS - ' ' '380;ASTNfH779-bT WSTM E1827-11IM-TEPtSriEnt�1- - I, %�• / ' �FUlL miti0FtilUDSIU t EXPAt{DING FOiUi SEALAN pressurb or 0.2 inch w,g,(50 Poscals):Tabling shall be . '��sz% FO1gIDN1DIiWAI. • ROOF SKYUGt1T . performed al ariy time after creation of all penetroiions , � �� =--ROOF RAFTER. of the building theirrnei envelope. . r' ,� ' ARDIMER. .. .. • ,� . COiICILElESLAAAS ✓ �, . RIGID INSULAITON Auringtesting: ' '>Z - ; COIIIRNOUSBEAD . /. R-VALUE/l1iICKNESS PER CL1h1ATE • 1. Bliterior wlndows and doors fireplace and slava .'� OF5EAWIf l . . " . ' %\\• a �� . . ,;%''. , doors shall be closed,but not sealed,beyond ilia -, = 1 • ' / � ' intended w6alheritri in or.other Infiltration ` � • %r� ' ` • .Y. �" FP' B - • \ a". r , of I moi' CONCEPIUALAIiISEALINGSIRATEGY1L.- ,. �- EXPANDIIIG FO SEALANT . control measuies.• /, , . %." .0�� . 2. Dampers including exhaasl.Intake,makeup air, ��f, UPPER4YNLSECTiQN r,�, i-'� batikdraft lied lino daihtpers shall be closed,but ;\ „\ > i. •''/.' /�r'`i;, , '' i CONTINUOUS 8E 0 not seared beyond.Intended lnnitr6!ion control , . •.,CONCEPiUALAIRS- INflST((hTEGYiI ." ,OF SEALANT . I • ' measures. OWEITWamcllo . /- - , I I: .3. Interior doors,where installed at the time of the , • . lj test,shall be open. . . `� INSTALL SEAMING AT ATTIC {{ . 4.Bzterloi dooir for eonttntiaus t4ntftat{err systems "I.,. , r's. '3 SiDE OF 5MIG 1T SI IAFT- • J and heat recovery ventilators shall be closed and . I!II i u _ rf .+. .I• , 'rr, _ 3`':•AfyllC '�ff Iw '++u-I I' j?�I �f�Y':•+j��i11"•1,;11.' ' f fil..'sealed. i:;i' t';t: a; Vit, .;x.r• . " r' J�4�' +r i. {1.1' iI: 'fr,.I!11 •- x;:c";•:'' ) ,1 3i,::; ' T " , i SI(YUGIIT SNAFt ��{'� �1 fir,. :' '!`I., ' ,is . . 5. "raftn .hod cooling systenis,.where Installed At +,'' ,4-- i a'i 't'•I AV{TY i SU A i i i, the lime of the tcst,'shall ba Iumed off. rr•til 1T jl::f i;l: "•t N L 11O ✓1 - is . , - .r .inl4' iti;l;a.'j5. L. •�I.a._r.,��t;;,,• 1, .1;• ii'. t 6.'SuppIq,aiid return rdgfstcr9;where installed al the ir11>rII"'"� AT INSUL11 ...1 Ali a falx en.' 1 d11pNOUS0EAD 'r`.,{{j i,I. !'`'':IY, n II ;.i, e tri Ies sit b o f '�` ^ �- .iiia ofti 4 fully , ..' . . I. . ;' . ;EldRif GYPSUM SOMU I!({Eli ,`: " :I' ':, f il(12.4.2.Flreptaees,Nctiv wood-burning fireplaces shall "'' �'I"i"I{ have lighl-fitting flue dampers or doors,And outdoor i,a,rll`t-.:: I .j' _ •„ �'i'1 " i {.I t { ' bustlon air. Where using tight-fitting doori on factory• r'`{'il',',.;;il'� fi-l`'' �I - built fireplaces listed and labeled In accordance wlUt UL l..1. ,p �- N,flit:I I; III Y ri.. � i r. 127,the doori shall be Tested and Nsted for Itte fireplace, {{ i 1 '�:;!'. ;::;z .402.4.3 Feneseadon air lenhage.Windows,skylights --PRErmitRftlhl:EUrR r and sliding glass doors shall have an air fr�ltrarion rate of •'' ' .ndt greater than 0.3 cfin per square foot(1,5 Uslm'),and •--�•-IiS ME)EXTERIOR :i - . • for swinging doors;not greater Than 0.5 chips per square Slwl'111L AIR SEALING AI SI(YLIGI'1T SDIAFT ;,': ;I. ; - - - - ( t r • -- - _-•_--_..__...___-. ... . . .-_ .. _._,_....... _ _......._. -- _ _ _ I �r - - - �..:�.._..,___: .'_ .... _- --_ . I GENERAL NOTES: 'Table 3.7 Nailing Schbdule _. ':______._•-_ / Number of Numbarof 1. THESE DRAWINGS HAVE BEEN PREPARED BY THE UNDERSIGNED&TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE,BELIEF& PROFESSU INAL JUDGMENT ARE IN COM�IPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW PORK STATE. 8301.1.1 DESIGN CRITERIA totnt0esalpnon _ Caimnan Mans Box Nails . Nan Spedng Table 3.5A - Top anti Bottom Plate to Stud Laterai Connections d pK «��i•�i'•,'��:a�;ti�r'',•„��i•.i•�' �-'t^•�'ii"��+ ri''-%:.R a� 1 dj ..''�zr:t='"'r�,'1�.' ii'l•Otr•.��,:. � :'y.�,rt•'•,. Exp�sur�ir•A./:: �k cr �y 1 JN ACCOJt Ur1NCE WPI H TEiE AI1IEItiCAN WOOD COUNCIL IjrOOD FRA1.4E CONSTRUCTION 1•tANtIAI,FOIL ONE&TWO FA3tIILi' •rc-k. :ALR :r_.•4.r'd,u. .n n.,r. ,.•r.� n. .A .FJIAM t'<.l'Itil.. .. . ,r12'i, d -.r-$.. ....wafter_.a..•? foC Wlnd Loads a.•-4`� (il l_C O�f�� f.-.t a.s ILL- . RoharloInpPhile(Toa-nail-q ' (ue Table3,AA) (caaTablol!AA) porrahar. (Prescriptive Alternative to Table 3.5, S TJRVEY O F PROPERTY D�VEI•LiNtiS(VPFCItit)2016 EDiTtUN. CallingJOtrttoTop flat l(To"Illed)• floo7abla3.4A) lstgTable3,9A) perJolrt �-���� (r^ u- w Calling total to Parallel Rafter!face-nFtted) ) lace Tobia 3.9A) (seeTablo 3$AJ eathlap J b 'v/ flan /1.}•..f� .« O 1 y} �2,�, ,b N � SI T UA TE 2• ABCIIITIiC7'I•IAS TIOT BEEN REZ:AIRED FOR SUPERlRS10N OF PROJECT;OR DESIGN OF L•LECTR)CgL,HEATING,VENTIL.ATJON,AIR ' Ce111nifJoistLopseve;Panitlana(Fnc■•nagad (sae7abla3.9A) (see Table3.9A) , oarhla y y vvv�"--•Baa!!! vvvlll tit 111 VVV1 ' o, COND['1'IUNING OR I'LUAtBING WORK LICENSED CONTRACTORS TO INSTALL WORT:IN ACCORDANCE WITH 2020 NYS BUILDING, 700• r Wfnd s cad a CallarTlrinpaherlracenadodJ lsee7able36) (seeTalile3.61 , partle ' y' P 110 ' 115 12C; 130 140 150 160 170 lBa a M �_x t - PLUM'IBIN(i.M[CHANICALANDFUELGASCODES. ' glacidnglaRafter(Toe•nalled) 2-ad• 2-lad each and 3-secafillgust(mph) ��, 195 MATT TtJC.K AlmaoardtoAnfter{Endnaaad} 2.1611, 3•I6d tach and• Stdd c� ;N_4'u•111�, ` f I'll,ii+i`t7o,f"'iil•13 lvq".r;,': ALL titAMlti�t fN�"�*il`t 5lga`; :i.N�i �l'o';rZ.`tS.'•'.Sr1tt'1 ac,r. - 3. CONCI2[':I'E 14'ORK SI'1ALL CONFORM 7'O Z'FIE 2020 RESIDENTIAL CODE OF NYS CHAPTER 4 SECTION 8402,8403 AND TABLE 11402.2. o� � T 0 W N 0 F S 0 U-f H 0 L D DEAR POl1NDATION SYS'fE2v[ON UNDiS'I'URBED SOIL,A41N.501E BEAIt1NG CAPACII X OF 2,000 PSE.. STEP CONCILETE FOOTINGS& Spacing WBII Height(it} Required Number of 1611 Common Halls ar 4011 Bax Halls per Stud to Plate CanneclTonss ryrto• POUNDAZ'lON WALLS AS 12EQUIREI). CONCILET'E PRO'T'ECTION FOR REINFORCING TO BE AT LEAST 3". Tap Plate to TopPlatr{Foeanoned) 2.3611 2-]611 perfool ,(In:} • Stud to Stud;nte facthrdl{F'ca•nelled) - 1.16d 6.16d 'Joints-eacttrfde SUFFOLK C 0 U N TY, NEW Y 0 R K Studtostud{r-on•nrtted} 24611 2-1611 24"a.e $ 2 •2 2 2 2 2• 2 2 2 2• Haadvlo Neadar Free rolled !611 1611 ifi•o.e atony edges 16 10 2 2 2 2 . 2 z z 2 _3 4. FINISI3E1)GRADE SIiALL PROVIDE POS1Z'IVE DRAINAGE AlVr11'PROMt BUILDING&NOT ONTO NEIGHBORING PROPER'T'IES.. Top or Bonar;Plata to Stud lEnd:nallod) (seeToble 3.SA) lseeTable 3.5A) perstud - '-- - - S.C a TAX N o. 10 0 0- 1 {J$-0 4-7.4 3 .9onor}PlatetoAvar}olrt,6andjalst,EndJaTit 2.26d''' 2-I6du per root Tmble A-3,6 Ridge Tension S#rap Connection Requirements for _ EXM„o sure f<i. 5. JOISTS,STUDS,BLOCKING&BRACING SHALL BE I-JEM-FIR 112 OR BETTER,FV-70 PSI,FB=850 PSI,E=1,100,000 PSI., ALL SAl'l'N BEAT,IS, aralocting tFac~rtalled) Wind , ' 17 oP %P SCALE � ss=40 B I•IEADERS,POSTS&GIRDERS,4"NOMINAL,SHALL BE DOUGLAS FIR-LARCH N2,FV=85 PST,FH=825 PSI,11-1,400,000 PSL. PAILALLAAt 651.72777 77.7-"%iu"•�xr'n,ik, } ,4L y�" ::ovll tUm �tj.,kirsi}"-,!t y:4'6sh.�'.]c;;�.P;?q;nrr ';n-KPf'118 (Prescriptive Alternative to Table 3.B) , " �h' O+ DESIGN CRITERIA:FB=2600 PSI,FV=290 PSI„E=2,000,000. MICROLLAM,S&PARALLAMS SHALL BE'TAUS-JOIST MACMILLAN OR EQUAL Jathtoslll,Top PldearGlydet{Toa rolled} 4 ad a-1011 perJalsl Dealt Load Assumpt}ons:Roof/Oelling Assembly RL a Z5 pa( \ ��� JULY 22, 2 L.2 ALL'r0 DE INSTALLEI)IN ACCORDANCE WITIi MANUFACTURERS SPECII'[CATIONS&DETAiI S. arldgtngtoJokt{Tae•naged) Z-ad 2-IDd each end v �.� • 9loekrog tatolsl(Top Plate( 2-ad 2-1611 each and 700•yr.Wind Speed q ASo3 .y rqs� 6. ALL ROUGH FRAMING ivIEMBERS SHALL BE FRANIED,ANCHORED&BRACED SO AS TO DEVELOP THE STRENGTH,RIGIDITY& Bodgerg ro5a1 Boom Plats(roe•tt■S1adJ S-]6d 8.1611 earhhlod; 3•seeand gust(mph) 130 ' su rile' 330 ]4a 1sa' , 160 170 1ati 195 7 INTEGRITY FOR THE PURPOSE IN WHICH THEY ARE USED. NAILING CONNECTIONS SIi.ALL BE IN ACCORDANCE WITH NAILING " lalitanadilaBeam(Fara-vaned) 3•ad 4.16d oath(asst Y� 0% SCHEDULE,TABLE 3.1 OF THEWFCM•!2018EDITION. JobtonLedgertnaexm{Yae•nanadJ 3•ad 3-IOd perJalsl Aoorpltch' Roar Span Number of adCainmenN■Illorled6onNallsIneachiond61I- 4 51n''''''a'aA7 Y . NATES: Sand]a4ttgJorstlEnd•azI1od) • , . 3.1811 4.26d , perJalsl rI 1J" P Y� ' Band 3a&t Lo5luorTepPlatelToenagad) z-1ca' 3.3sd periost li i- -'"I i 't Z z _ q ,`l+ 1. THIS PROPERTY 15 SHOWN AS LOT 1 ON 7, Ai.LS'IRUC'17URALSTEELCONNECTIONSSHALLBE'SIMPSON'AND/OR EQUAL. Xf`Ir'F 'G(G: 1g,% ae=: w..t . ,R'lfrt.-A:e/R"TR00E$BEAT... 'OiT:ir•11' ;��t' 'IiR'4 ^,)l(l.3�' �GaLtr. :�'{k;[t� 26 1 1 2 /' lJ woodswctu 1panafa 811 lad' teeTab1e3,10 :I. - „7•r"°',' amu•^ '•':^r �' YID. 3 3 --,-ate;l:�-ja "r 5 fie. ,S��a'��`)},'.�' "SU$DIVISION MAP OF NORTH FORK HOUSING ALLIANCE" . _-1"_.-- . { _ 'tlr e`i•r•1 ,'_ ( > C., n a T , 3 - pr1jR S t u*, .lh •" r 9 APPROVED BY THE TOWN OF SOUTHOLD PI.ANNI NG 8. WOOD IN CONTACT WITH CONCRL'TE TO BE ACQ TREATED LUMBER. INSTALL TERMITE SHIELD WITH A POLY BARRIER HUT-UIP i4ft Tic h, . l•t. ty7u1ltii,C�c4DUNd5aEflTl11NG,d r. 3��r.�3,A ,y, ::t.,}„+ lr. , - _ 7 ��+,+,f. 7 Ys C I ts� -�i,�' 3' '�' S , 8. GAI.V.WiZCD O L>S5 STLCL CASIENCRS �, b 71 }r t >�"y ee, 1 7 .'� ��Pp 1 RSTAIN GYPNmWallbaard Sdmalers Sdcoolers 7"edgg/10"held ;'j 215 l �' II"r , t7{ °' ! {' r i x a a� 0 � - BOARD ON AUGU 7 25 19 ONLY " i r r , 9' +a 32 2 2 3 3 4 ' 5 6 7 a L 9;9 '� \ r �. 1 Aid'dialt; ll r nThs! a�!tJs i2E~ry' •4>7'r�"ItJ. W/!u slrEJtTHING'1t;I9 nI.PJ.:R3sld JiNi -. 1' i'1 rd. f 36 2 a 3 a 5 6 e 7 B \ i• �1 C� 9. INSTALL('!RF-BLOCKING AT ALL AREAS REQUIRED AS PER SECTION 8302.J 1 1VITH FIREBLOCKING lv[ATETtIALS AS SP>CIFIED IN SEC. Wood Structural Panels ad •lad liaaTable3.11) + \ U ,r R302.I1.I. , Structural Fiberboard Panels 22 1 1 1 1 2 2 2 2 3 3 \ * . . 3/I" . u tin.j■Iv.mann;nag - 3'edge/6•neld 16 1 1 1 _ 2 2 2 3 3 3 4 a ,� ]0. PROVIDE CRAIVLSPACE VENTILA T'TON AS PER CODE 8408.1&MfiN.CRAWLSPACE ACCESS OF 18"X24"AS PEI + (D.sio•x1-1/Ylonsx7/16�head) "P%'�ow't. .'',-..Y `?p`Ili',lj?-1yy(.r"L;.?I'' ;,1' ;2'A1r ! s'-F Z .I_qA• ..�_ rtr-F;a .ti r�? / rn: \ \�&- F� •� L CODE 8408.4. PROF 1DI: ) ,, (F +' l�'j" s " It" Z \ \ MIN.18"Ci.EARANCE UNDER WOOD JOIST'S&12"UNDER WOOD GIRDERS, t^ ) F { ze ;�• 1r c ,tI 1 zt t I�E, 25/32' 11 e. atY.roo nsnaa 3'edBe/S raid 4:12' (2q'C, r "�,t, �1p:i;li rrl2{ 'r.; j't3'"'+ n , • 4 R�?r� ; i} }r y:is" 6 f; B / p i'i�tt,,r., ... iYi? 4 4,.Irf i�r.^ ril�i, V��9_x�,Ia •,��,1tYyrr.yt,i�:, "��'�'(a.4.f I '"1;� .Y,,��!,�4 y..' •,, \ \ }:u`:i \fi.,J.8_ 2-', R�_ r-ruJ''�'Y �Cd ;:isti3«...3d.L'^��..�n., 7_� l ', -1't \ ' (0320'x[•3(4'lana118/8'heodl ` M 1r 7' .hilt BT�/,a..'AA fisc ictal 1 3'. #4 " k�r 1 u6s i�' • •:?:': \\ ''`• l i, PROVIDE A'TT'IC VENTILATION AS PER CODE 11806.1&MIN.ATTIC ACCESS OF 22',(30"AS PER CODE R807.1. CONSTRUCT A LARGER z, : OPENING IF ANY APPLIANCES ARE TO BE INSTALLED M ATTIC TO ALLOW FOR RE1vTOVAL AS PFR M1305.1.2. W)rATHE8ST8IP D 13 paumWallboard 511tmalers 511eealers J'edge/10.Oeld 32 2 2 2 3 4 q 5 6 6 7 y \d �"::'f: v s?::;::. o.;::. AN 36 2 2 3 3 4 5 5 6 7 B \•3. •pQ•'- ..•.•• ?` ;:;, 'rrr r .a iJ5ir3.' JFJIiti''.3n1'0'I � OR'HEA IHdr:�i.•i,,�_'U:�rttl'�:',;i rf}i!K.li , F I uf�,171Q,. 12 1 ] 1 � - " INSULATE ACCESS DOORS1I4t1TCHES AS PER 8402.2.4, I ; Z . . . �. .� ,_ LI! b....><vt...T•'>�'�TJJFW S yfl �' .t }.I. silt,: ] ] 2 2 2 2 3 ��a \\ �:}::;•;�}:;`tir�;iis'??i-:::::�;'.. -Wood Structural Panels .. 26 1 1 1 2 2 2 2 2 3 3 If '`� °:.... f•cr-Y ,-a�.•Lir"'tT.r" :Citi'• t. r ,•-+• .r •e, }^c a- s r� \ "oder 911 Lod 6'ed 12'artd ''dtf' 1 r S"1 w +-'t^ ] s st/ . . I r *�, r. sem. 1• .• br:r4 t9 s -u 5 �,• fF -t •o c; `: NSTAI I. KYLIGH 6112 .` !': S. . r, f' :•1 •. 2 1.1 )d `,' ]2. I S TS AS PER 11306.6. r, t' i 1„ xt ' ,'1,, ",. i ~ t \ z.: :.. QCT ?. �C ooterthenl" ad SEd 6'ed e/12 Betd yp,! a°t;f '!F 1st ;�4?1 J �(N ., f. ,. ">y _r,,N jr1� f. .1 f/fir/t �. _a_ , f`• 'l �': �T �z rr�vl .3 {, ,.q., r' ..,..t' [ �, Q •••:::: 044 - - + 4' i ), l }u }rJ fI2. ny t, t�dS 3 'S TiA" s: -S:' ,� G wf• , 7;r e},I, q ;a, U !I"i . ,h ti is9 .. : :•"'::i +•"'Z,{-i:::. - .,a a' x -..Ili •.n .. Nailintraqulramentsarebaredanwollsheathtngnrned8lnd,eson•centaratthepanaledge.Alternatrvenatllnasd,edutasshalr - � , ,' 2s.. W rel is$11,1l2*R;tr�r �• i•1�'i. 7_ :rx yA �•: 0 _ •` ;:ir: 7132-11,12 ui� gu a't}c„-. 'a a t� 4. i 13. VENT'Al.,T FANS DIRECTL�r TO'fITE EXTEILIOR bn used where wall sheathing mtltng b•raduced.For example,U vr+11 sfieathing Is nonad 3 Inches on•anter at the piaci adga to 32 2 2 2 ' 2 3 3 4 4 S 6 1A .,�� '�t"'�;ice:::• •yrt' ` '?':�?` I '`LI-' - " 1.1, PILL- LACE SHALL HAVE TIGHT FI'T'TING GLASS DOORS&OUTSIDE CONIBUST10N AIR AS PER ECCC OF N.Y.S,. ALL DIMENSIONS FOR abtslnhighershaltatedUes,notingrequirementsforStructuralmemborashallbedoubled,oralterreteconnector55hall09 36 2 2 2 3 3 A 4 5 6 7 "•'' ��� , used to melnta thing Is co path. - - ,_ .-___. FIREPLACE,FOUNDATION&CHIM'INEY ARE APPROXI1v1A'TE&SHALL BE COORDINATED WITH THE CONTRACTOR, INSTALL ZERO- ' WhenvnrisheethingLmndnuousova'rconneaedmem6en,thetahulotadnumbnreinarrsshallbepennittedtotrareduerdla "'-''"•" • . 1-16ansnoarfaat. . ' '.Table 3.9A ' ,,Rafter/CallingJolst fleet Joint Connection Requirements . �i9' CLEARANCE i(REPLACES M4EETING ALL M'fANUFACTURERS SPECIFICATIONS. PACTORY.BUILTFIREPLACES SHALL TESTED iN --- . Table 5.213 Bottom Plate to Foundation Connections(Anchor • • ' EXp 6 r0 e� : . (Prascrlptiva Alternative to Table 3.9) h ACCORDANCE,WITH UL127&SECTIONS R1004,81005&R1006.. Bolts)1Reslsting Laterai and Shear Loads from Wlnd b Raof Uva toad , Ground Snow Load I S WINDOWS TO BE MANUFACTURED BY'ANDERSEN'-400 SERJES;'TYPE&SIZE AS NOTED ON FLOOR PLANS, (Proscrlptive Alternative to fable 3 2) B n -.•• z0 psf 3o psi 50 psf 70 psi ' S • . Raaf Span(tt) '-'�, �-I N. 16. INSTALL 131UDGING BETWEEN JOISTS,MAX T'-O"O.C.. 4. •1z 24 3s 1z 24 a6 11 24 36 12 Ill 3s cx • For Exposures a&'C and all mu Speeds PREPARED W ACCORCANCE Wmt THE It"UM 17. W ALL SURROUNDING ALL TUBS&SHOWERS SHALL BE CO'IrERED WICfi'/2'WATER RLSISTANT GYPSUA'i WALL BOARD. STA.NIJARDS FOR TJ1LE SURVM AS ESTABLISHED) O BY THE LJJILa:AND APPROVED AND ADOPIFD MaxtmumAnchorBolt Aaltar5lapo' RbIFPr RequlradNumberofledCommonor4od.BoxNalla erl[eelJnlnlConnoctlon'''•'•ep � Mpg FORSUCtIUSEBYnIENEWYOw(STASC:IAND Anchor Bolt Diameter tin.} a s.a,s Spe lit Itn•1 p y4"^ti 1/2» .32 12 3 5' B 3 6 9 5 9 23 6 2z 17 . �P� 9 TME AS'SOCNnoN. 18. AL1.,GLAZING SUBJECT-1.0 HUMAN IMPACT SIiALL BE SAFETY GLAZING. THIS INCLUDES BUT IS NOT LIMITED TO GLAZiNG 1N 7 10 a B 12 6 Sz 17 ,e is 23 5 s• 4}S'�,P DOORS,01-AZINO WITHIN 2q OF DOORS&GLAZING WITHIN 18"OF FINISHED FLOORS. SEE SECTION R308. 4B : 3;12... id 4 - _�. �� M��1SD •... I Prescriptive Ilmlis are based an assumptions In Table 3.2. ! , 12 3 4 fi 3 5 7 4 7 10 5 9 13 0 1YG ��p - ___...___. .. _ �..___ _ -- _ _ 7 When anchor bolts are used to resist uplift,lakeral,end shear toads,the maximum anchor bolt spacing sltatl not exceed . 4:12 id . 3 5 a 3 6 9 5- 9 13_ � 6 12 17 S 4 4 -ry - J ( ) ]2'r 3 +3. 5 3 4 6 " 3 6 a a 7 - 11 19. INSTALL SINGLE STATION SMOKE DETECTING ALARM SYSTEM&CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL the lesseraf Jho tabulated values for uptt[t loads(Table 3.1C or latent end shear loads TabiJ Sae. Far athar andtor �pp1g4 a� ��9�1 STATE&LOCAL CODES. SEE SECTION R3Iq&8315. SMOKE DETECTOILS SHALL BE INSTALLED OITTSIDE EACH SLEEPMG AREA,ItJ .._ EACH BEDROOM&AT EACH FLOOR LEVEL INCLUDING BASEMENT. HARDWIRE ENTIRE SYSTEM WITH BATTERY BACK-UP. S[tifOKE S¢' ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFPA 72. CARBON MONOXIDE ALARMS SHALL MEET SEC.935 OF THE 2020 FIRE bolt Iimltitions set Section 3.2.1.7 end 3.2.3.3. 16 3 4 6 3 5 7 a 7 11 5 9 �24 p , �Y . T _. 5112 .-- -^- -^ -^ - --- __ ,t Tahle 3.2C 5111 or Bottom Plate to Foundation COnnectians 1; 3 3 4 3 3 4 3- 4 6 3 S a'_ sAaO v` E41$+ aS qq�� CODE OF NYS. EX o s use z0. RAILING EIEIGEIZ'(AS PE8 8312)AT BALCONIES,DECKS,PORCHES ANb10R LANDINGS t O BE A ASINIIvIIJIvI OF 36", OPENING 'iG . 3 3 5. • 3 q 5 3 5 e a. 7 10. `flu► .01 t1'� 1'Cs0 0`'t�6� N.Y.S. Uc. No. 50467 LIMITATIONS(8312.1.3)SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A "DIAMETER SPHERE. :(Anchor Bolts)Re,slstln Uplift Loads from Wind , 7;12, _ __ _• _ _ (Prescriptive Alternative to Table 3,2) )� iz 3 3 3 3 3 3 3^ 3 5 3 4 6- ��� 51 1►'" DT�4tS�\+ �* 7Dd yt.WlndSpaad 3•aerond gust!mph) r 120' 115 120 198 140 iso 160 170 sea •195�.' i. - :I z6 3 3 4 3 3' 4_ 3 4 fi _ 3 5 g ". /e•e _ g0� '� UfWtrFWtU7ID ALTERATION OR A0Dir10N Nathan Taft Corwin Ill 22. DOUBLE ALL JOISTS BELOW PARAI LEL PARTlT[ONS. to DiLS SURVEY is A VIOLATKIN of SECnDN 7209 CF THE NEW YORK STATE , ' 12 3 3 - 3 a .':;}Y3 -3 3 3 -A 3 3 s EDl1CATI0N LAW, Land >urVe Or 22. INSTALL A3/4 HOUR FIRE RESISTANCE RATING'SEP;4:RATION-BETWEEN'RESiDENCE&GARAGE(GARAGE SIDE)AS PER SECTION Slnotoot+amPlateloFaundallonAnchnr plele poundallan3uppaning Max]mumAnchoraolLSprdngltn.)'' 12(22 •16 3 3 3 . 3 , "'-3 3 3 3 5' 3 4 6 COPIES OF THIS SURVEY 3tAP NOT BEARING THE tufo suavEroa's IHKED sEA1 oR 8302,6, INSTALL 5/8"TYPE.Y GYPSUMf WALLBOARD TO CEILINGS&WALLS, DOOR BETWEEN Gr1RAGE&RESIDENCE SHALL$E SELF Bolt ConnecUan aeahling Sha ,. " EuaossrJl SEAL SHALL Nor BE CONSMEHfD CLOSING,TIGHT FITTING&WITH A FIRE PROTECTION RATING OF V,HOUR RATING. . • a En saes : Table 3.10 Etoof Sheattling Attachmeri#•Requirements for Wind Exposuret' . TO BE A VALID TRUE COPY, 1.3 finite$ 72 71 57 43 35 90 27 I4 22 . : Loads • 1 CNLY TO'ME MOATED HEREON SHALL RUN Sueceesor To: Stoat J. taakaeal .S LS. 23• STAIR SHALL BE MIN.36"WIDE WITH IMAX.8"RISER&MIN_9"TREAD, HANDRAIL TO BE 34"-38"ABOVE NOSING. ENCLOSED 2x4 IntetlorZanas �'' ,~ ONLY TO 7tiE P13i5Dtt FDR gHOY 1HE SURVEY Joaaph A Ingagno L5. IS PREPARED.AHD ON HIS BEHLLF TO THE 1-3 stades 7Z Tz, 66 SD 41 3s 31 2a ' 26 23' TALE COMPANY,GOVERNMENTAL AGENCY AHD rale Survey* -Subdivisions - Site Fiars - Construction Layout USABLE SPACE UNDER STAIR TO BE ONE-HOUR CONSTRUCTION(5/8"TYPE X GYP.BD.OVER FRAIvtTNG). IV11N.HEADROOM AT ALL Upltit Loads ! ' I-3 stades 72: 72 6a s1 Bgtrttd 2o3fis 32 29 26 23 • 70a•yr.Wind 5peed3•second gust(mph} 110 I1S (J t0) 130 140 150 16D 170 180 '185' LENDING WSTtnRtON LISTED HEREON•AND + 7a THE ASSICNEM of THE LENDING Dtsn- PHONE 631 727-2690 STAIR AREAS SHALL BE 6'-8". SECTION R311.7.. 1VIAMMUM RISER 8'h". ( ) Fox 631727-1727 TUTION.C=F=TIGH5 ARE NOT TRANSFERABLE. ( ) 6 " SrnI E'llaAL sHPATHINO ('; or7rcFs LOCITED Ar ►wtrNc ADottE3S 24. PATCH&REPAIR ALL EXISTING WORK TO REMAIN&AS REQUIRED BY NEW CONSTRUCTION MATCHING ALL MATEAIAtS& lnnerlor zones 2�3 ttarles 71 72 72 60 41 42 37 34 31 27 E F .E F E F E F E F E F• E F .E F E F E F THE EXISTENCE OF RIQHT OF WAYS --1;, AHD/OR EASEMENTS OF RECORD, IF 1586 Main Rood P.O. Box 16 -' " - �''• Y Rafter/Truss „ • AHI, NOT SHOWN ARE NOT.CUARArrTEED. Jomespart, Neta York 11947 domes CONDITIONS. . T1'illle A-3,4 Uplift Strap Connection RettulrWW nts(Roof-to Wait, Exposu�'elt:� i s Framing nafter/rruss _'„ par4, New Yolk 11947 Wall•to-Wall,and Wail-to-Foundation) 5hnathing Lac■flan Mnxtmum Nell Spacing for ed Common Notts ar fOd Box Nslls(tnchoa,o,�}, ,_ 25 SLEEP ROOtvIS&OTHER HABITABL C SPACES SHALL BE PROVIDED W[TH EGRESS WINDOWS&DOORS AS 'y j specina Spacing(ln,) Z - - - SECTION R3l0. (Prescriptive Alternative to Table 3.4).. ••..;' •Gravtty,G ' --. . --- . . EI TS paad Load Assum Nans:Roof/CBhing Assembly DL 15 psf 12 6 12 6 1z 6 •12 6 iz s 12 6 1z 6 3z fi 12 s lz s its - ----•-•-•-----..-__ _. _ ^__ _•_ _- AR1r PT RPENDCC TO P - '-• - 26 W HERE C LiNG JOIS ULAR RAFTERS PROVIDE METAL STRAP TIES Q 48"O.C.ACROSS 3 JOiST SPACES&SOLID 6 12 fi 1z 6 1? 6 iZ -6 12 6 32 6 1Z 6 12 6 11 6 1� 0.49 16 ��~ BLOCKING. c 27. AL L DECK LUMBER SHALL 8E ACQ TREATED LUMBER&SECURING NAILS,SCREWS,BOLTS&OTHER HARDWARE TO HOT-DIPPED 700-yr.Wind Speed 1]0 115 '120; i30 140 ISO ASO 17D ISO 185 !L I lz •• 6 12 6 Y1 fi 12 6:lI 6 12 6 12 '6 22 6 12 6 12 6'it 3•yecondgun mph! r' , Intcttar2ane 16 6.12 6 •12 b ;2 6 12 6 12 6 12 6 12 6 3i 6 32, 5 li •0.42 Rootipen Numborof ad common Hells or lad Bax Halls .:F,") ]2' 6 12 6 12 6 12 6 12 6 ,12 6 SI 6 12 6 rr 6 6 6, .6 ifL) In Esch End at l-114'x 2p toga Still [ Framing Spacing(ln.) p�?a•' ,1 1 6 6 2 6 1 6 12 6 12 6 12 6 6 6 fi fi 6 6 B 6 6. OALV ED OR LE EL. . ___.- . _..:..__... _._ 11 ANTZ STAJN SS STE 12 6 11 6 12 6 11 6 22 6 6 6 6 6 6 fi 6 6• 6 6 "(p 28. INSTALL ALL NECESSARY FLASHING AS RE UIRED FOR WEATHERPROTECTION&AS SPECIFIED IN ALL PERTAINING SECTIONS.OF 26 3 -1 1 2 2 2 B 3 4 4 0 42 36 6 32 6 it 6 12 G 6 6 6' 6 6 6 6 6' 6 g 4 4 1 ,, THE CODE. Q q •t �n�1 !�r� r� _ Perimeter Edge2cne .10.2 6 12 6 5 .6 •6 6 6 6 6 6 6 4 4' 4 4 4 4 3 3. d a pt ""'P T '('3s,,,,ttil`r'.9!i .µ4 r?t. .I.rA9"S .�J •,T r r� . 1' p - 3`•111'_jli^.'``,- "uR: 1 16 � e�, ur.,:gp2i(!L Y 1 'z _r �_�' -� °, T� I 'Rebla Endwell!take ar 0.49 6 fi 6 6 5 6 6 6 4 4`r I BOAJ7 D TO CEILING AT BO AREA ��a ,', ,`, r I I1E? r;i'; r ' Ti �1lkY &IYiatiz� sf Rake Tntis with up to 1' i r 29. INSTAL L 5/8"TYPE X GYPSUIv ILER a t,.e .� _ 30. INSTALL WATERPROOFING TO FOUNDATION SYSTEM AS PER SECTIONR406. 32 1 2 2 2 3 4 4 5 fi 7 ' Rake Overhang 0.42 6 -6 _, 6 6 6 4 4 3'. 3 F . -- - 31. ALL WORK DURING CONSTRUCTION WHETHER EXISTING&/OR PROPOSED,SHALL BE BRACED&SECURED BY CONTRACTOR TO 36 Z 2 2 3 3 4 5 6 7 ' B J _ 1 - - I 'Table 3,4A Raffar and or CODIn lolst to Top)'lata La#erai acid y �_ y W Table 3.11 Wall Sheathing and Cladding Attachment EXpOSure' b Exposure" . : Requirements for Wind Loads •. • Shear Connection jRegulrements ) PREVENT DAMAGE OR COLLAPSE TO SAID STRUCTURE, CONTRACTOIL SMALL CIIECK&VERIFY ALL DiIV1ENSIONS&CONDITIONS AT THE T JOB SITE. TIIE OWNER&TOR BUILDER RILE s I i RESPONSIBLE FOR VERA,PING ALL SITE&SOIL CONDITIONS ABOVE&BELOW PRIOR TO ALL CONSTRUCTION. (Proscrlptive Alternative to Table 3.4) . 'tl' 7o0•yr.Wind Speed 3•sacond gust ImPhl 1114 ! 115 1201 230 180 150 150 1711 160 195' :.) f:• - - ARCIIITECT RE,CONINIENDS THAT BUILDING,STRUCTURE DECKS,PORCHES,ADDITIONS&POOL LOCATIONS BC VERIFIED B 700•yr.WtndSpeed , ' 110; 115 ''i iZ0 i 130 .140 150 1BU'• 170 3B0 195 ST CT RA SH TH NG RU U L EA 1 3-second ust m h E F E F T F' .E F 11 F E F' E F 'E F E F E F•i Wall Number of 811 Common Halls or 1Dd Box Nslis iTaenotledj Stud 5padng I -� -.. - _-- _ `- _ .. .' _. ._-----____._..-_ .__._____...,. ..__- .__.... _ FO1RE . EDING'VVITI!I C RUCTION. •-' `''•-"-.'-' Rafter/[slang Jo1s0 }inlght 608ethtng tonllon' Maximum Non Spodna-for Bd Common Nags er10d Box Halls(Inches,o.C,}'', SECTION 30i _. _... ... daiCENSED SURVEYOR i OR PROPER SETDzCCIC RGQUH3El11LrNTS BE" I'ROCE " i3NST Y A Spacing lin.) 1t Required In Each Rafter and%or calling Joist to Top Plate Conaection''2A'e , ,k {Inches,o.c SECTION 8303 SECTION 113 � ARCHITECT RECOMMENDS THAT ALL HVAC&PLUMBING RUNS BE VERIFIED BY SUPPLIER&INSTALLER DEFOI2E BEGINNING 11 6 12 6 12 6 12 6 11 6 12 6 12 6- 12 6 12 6 1z s 12' DESIGN GRI EDEA LIGHT,VENTILATION AND HEATING SMOKE ALARMS e 2 2 z 2 3 3 3 3 3 3 11301.1 A IicaEion. Butldin s ad structures, and arts � 4' , ' ' - - CONSTRUCTION TO]INSURE THAT THE STRUCTURAL INTEGRITY OF ALL F ,11, 3 3 '3 3 ' 3 Interlar2ona 15 s Iz 6 Lz 6 ]z g 12 s 12 6 iz 6 t; @ #2 4 s2 6 1zi g P 2. At interconnections .between concealed'vertical and R303.1 Habitable rooms_'Habitable rooms shall have an 8311.7 Stairways. 8314.1 General.Smoke alarms'sholl comply with NFPA 72 RAI1(ING NLENIBERS ARE NOT CONII'RONIISED. • 30 2 . 2 2 • 2 • 3 i S2 6 12 6 1.2 6 IZ .6 Il 6 I2 6 11 6 12 6 12 6 12 6 11 tilere0f, S all' be COnstrilCted CO safely suppatt all loads, 3 3 3 + 1 6 11 hoilzontal spaces such as occur at soffits,drop ceilings aggregnle glazing arcs of not less than 8 percent of the floor R311.7.1'Width. Stairways shall be not Icss than 36 and Suction A.;i 14. VERIFY ALL DIMENSIONS•ALL WRITTEN DIMENSIONS TAKE PRECED" B 2 • 2 2 3 3 3 Ptrlmoter EdSe Lona t6 6 12 6 12 6 lz 'E li s 12 6 22 6 12 6 1 s s1 including ad oads,live loads,ro f loads,flood loads,snow qnd rove ceilings. area aF such rooms.Natural vertfilattnrt shalt be through win- 1t3ld.l.1 I.'IsUn s.Smoke alnims shall be listed in actor- IrNCE OVER SCALED DRAWINGS. 26 iii . 2 ;•2 2 3 .3 3 3 3 3 4 I - -- _ •••• loads, win to ¢s and seismic Io ds as rescribed by this inches(914 mm)in clear w)dth at al potttts aliave 11Je per- g p 3. In concealed * aces between stair stringers At the top doves,skylights,doors,louvers ar other approved aptntngs to mitted handrail height and below a required hcadroom dance wilt UL 217.Combination smoke and carbon mon• NO PART OF THESE ARCHITECTURAL DRAWINGS SHALL BE REPROD - , 4 code.The onstt'uction of buildin sand structures in actor- P the outdoor air.Such o enin s shall be rovided with read t ce whh UL 2l UCCD OR ALTERED WITHOUT WRITTEN PERNJISSION BY . 7D Shear Wall Adsembly Allowable Unit Shear Capacities,MaXimnm Shear Wali and bottom of the run. Enclosed spaces under stairs P g P Y height Handrails sha[I not project ore+than d/ Inches oxide dlarlls shall be listed In accordan 7 RAY DONER,ARCHITECT. TIJMSE DRAWINGS&DOCUMENTS WITH Shear Walls Resistin U lift land Shear,- I Table 3 1 st ants dance with the pro isions of this c de shall result in a system access or shall otherwise be readil controllable b the build- i ' ' & INDI T. U AUDfH RI ED ALTERS NAME&AADDITI ACT O A Table 3.4B' 6 R E]( osure• shall'cam I with Section It.302.7. Y Y 114'mm) on either side of the st lava ,Artd the clear and UL 20:18. L>~GAL B NG CONTRA GT BETWEEN TI3E OWNER&ARCHITECT. UNAUT IIORIZED ALTERATIONS OR ADDI .p I . ' Segment Aspect 12atTos,•agd Sheathing Type Adju m that rovi s a coil lete load a h ghat meets the r uire- p Y ( Y TIONS TO THESE (Prescriptive Alternativd to Table 3A p P eq ing occupants.The operable arae t°the outdoors shelf be rat width of the stairway At and bolo the ihandmil height, R314.2 Where re uired.Smoke alarins shall be rovided In DRAWINGS&DOCUMENTS IS A VIOLATION OF THE NYS EDUCATION LAW. COPIES OF THESE DOCU11 N _„ meats for he rransfe of loads 0m their point of origin 4. At apenings around vents, pipes, duals, cables and Jass Thnn 4 percent of the floor area being ventilated, q P j' Through th load-resistin element to the foundation.Build- wires at ceiling and floor level,wlth an approved mate- , including trends and landings,shat) a not less than 31111 accordance with this section. ARCHITECTS ORIGINAL SEAL AND SIGNATURE SHALL NOT BE USED IN ANY WAY. � TS NOT BEARING TIIE C• 115 12C 130 1110 150 160 170 180 195' ASD Un1t Shear Maximum Shear _ d cE - W�nd S eed 3-second ust m h 1 sheathingT a in s an s ores conslJv ted as rescribed b this code are ria]to resist the free passage of flame and products of 83033 Bathrooms.Balhfaoms,water clostt compartments Inches{787 mm)where a handrail 1 imslalled on one gide 113]4.2,1 Ale. entlstructton.Smo!.! aiarins slltlll be pro:' 700• r. • • i• eapatfly of wall Wall,segment YP g s this Annular s Bre and 61hersimilar rooms shall beprovided with aggregate glaz- aad.27 inches(898 mm)where hon rails are provided an ALL BU]ILDINC:S WITI]IIN ONC N11LE FRONT THE OCEAM,DAY OR SOUNA ARE IN THE WIND-BORNE DEBRI ottom a(, ,•v: "�a t.r;t;:Ii;;;tib,;*a''I.,:tn•.!,�T Adjustment Factor•- deemed to amply with the uire ants of This section. combustion, The material filling P 2 Ides vld d to dive;ing brills, S RTGION R]rQUIRiNG e Shear Wall Top&D ti t ,1r t p Asiembly(pit} Wpect Ratio q ' God Structural Pan 1 Extarlor W iil5hea llhtg,; ;••; •r Halls and S acing sheil not be re wired to mtet the ASTM E 136 require- irig•aTea,)n windows of not leas than 3 square fte!{0:3 m j, both s TILE GLAZED OPENINGS ON TILE STRUCTURE TO BE PROTECTED 1VIT1$GLASS NIEETINC Tf3E LARGE NII551LE TEST W ! I q 83111.2,2 A.rerAffons re airs and nddltlolls. Whore amen Panel Nalltng , , at In Aaqulremants Wlnd Salsmk Wlnd setemlc Wind Salsmht ' R301.1. Alternative prov lobs.As an alternative to the ments. one-half of which ni. . be operable. )rxcepUoni The width of spiral tainvays shall be in ' p e tit oucur CERTIFICATION OR STRUCTURAL SIIUTTERS WITH ATTACHED HARDWARE AS PER CODE.OR CONSTRUCT%a"PLYVI'OOD PANELS Requir is 1, interior WAIL Sho h g require ants in Section 8301. , the following standards - accardanca with Section 113 i 1.7.10.1. abirarfons,nrperfm or addidond requiring a p rn TO PROTECT WIND_OWS AGAINST WIND FORCES AS PER CODE R301.2.1.2. SECURE PANELS TO RESIDER Raqulrements maximum Raof Span(ft) -• ___ __ __ _- s e itted u ' 5. For the ffreblocking of chimneys and fireploces,see Excaptlon:The.glazed areas shall not b. required where •or where one or more sleeping rooms are added or created _ CIr WITH FASTENERS A5 Nall I' 1/2"Gypsum Wallboard(Unblocked), 511 coaiar Halts r IDD ion' 1.5:1 1.5:1 4 36 7.77 are p s bJect to Lha Itml irons of this code and the anifichl'light and i local exhaust system are provided. R311.7.2 Headroom.The headma i in stairways shall be in existin d+relllrt s tht individual dwelling"nit shall be PT.It SCHEDULE TABLE 830]2.].2„ Ol'l'NER TO NIA iNTAIN PANELS ON-SITE. Sheathing Shear Wall Rows of Spacing maximum stud spacing 4 6"on center 7"edge spacing limitati0 s therein. Where en neered des; n is used in Section R 1003.19. g g , , g g The minimum lacai ezftaust rotes shall bt delermined Tn not)ass Than 6 feet 8•inches(2032 m) measured vcrti- a lit ed wi al smoke alarms located as required for new �•-- 6"DIAMETER ----j Thickness . Nolllag Nails In •• = iii :; x' •; ,. conjunc on with these standard ,the design shall comply 6..FJreblocking of cornices of a two-family dwelling is ccordanci with Section M1507. .�xhaus[ ai from the calf from titc ala cd line ad atria the tread rosin or q, pp �/ 7�T C ���j' 7 Tei . - .°;! ;�::'tii(4,i4-;e�gi0n z"n��:' athln$ t3Eacli d t., iBa,galy:tatiltng', P f Y P j , g dhtellTrtgs. _ THESE DRAWINGS J-?1V a il`l or ,t 4 "'b itu ''" in g<dn`can(er• :: ':.- nalls:3+}edge Fpaetng with the uFlding Code of Nety ark Stare. required at the Itne of dtt"elling twit separation. 8 ace s11all be exhausted direct! to the outdoors, from the floor surface F the IBndtn or latforrri on that • - 811 Common 1 - - - maklm m 'ISPB -RI: + •" 36' 32 24 12 c, s I P Y ortion of the Stairwa p 8 P - 8314.3 Lotialion.Sritoke alanns shall be Installed in the fol- 15/32 plywood „ 3 u' ;,r;1:-' '+n . „ : I. A C Waod Frame Constrtrctian Ma+rtral WFCM). 12302 I1.1 Fireblocktng materials.Except as provided In p y� COMPLIANCE WITH: Nails t1P 4 panel 2 12 - _ - - •�( :3 B"' 16 ,�anti*i5.)'1 Wdn• Er}fdutal panel! t .;1111 eomrriurj rolls. ( 8303.4 MechAlilcal venlflagon. Whtre.Aha air 'sntiltrntion, - )owing lo6ntitins: - odes of • 6 96 32 d !,ATI _;,•.,.,, ::..,, " tt i„•„ Section R302.11,Item 4 fireblocking shall consist of the; with sp ud s Seta •i6 on center. 4,ilcigo'ipectn3 - I . ed e s acing and ' 8 26 16 12 g)a i;d 'maxlintl t P,._ 8 2. AI I Standard or - r ramirt - ` rate of a dlvelilrtg urrlf is S air changes pet hour or fess where 8311.7.5 Stair triads And risers.Sln}r tread§and risers • Iles Navin g P 2° q 3fi 36 36 36 36 32 2 1, pt. ,._-• ' - --. I es a °6 ° ew,+iris . .__.,. f Cold Formed 5 ee! F g fogowln materials. I In c1t sleeping ro m . 2020 NYS BUILDING CODE E,Kr� x1 fLECY1v p g 12"field Bpacing 6 36' 36 36 36 32 2A"r; ( g t t d Y4ith n blower door at ti pressure of 4,21nclT w,c(50 Pn) shall meet the,rcquircmeats of[hisectida Por the pur- Pr scriptive Method jar One- and 71ra Farttily g P p p g 2020 NYS RESIDENTIAL CODE GZ0.49 : 3 36. 36 36 3 I. Twa-inch(51 ritm)nominal lumber, i,n Accordnn6i: with Section N11024.t.2 tlte,dlvellln Irrtlt oses of this secEion, d}mansions a d dimensioned sur- 2. Oulsidt:each se orate sloe in area in the immeriiate • . ,�_ m • DI eilirtgs(AISI S234}. 2. Two lhtcknesses of i-inch{25.4 m1m)nominal lum shali beprovided ts+Itli whole-house mechanical ventilation in Faces sf(a116e exclusive of carpus,rvs or runners.. viciaitJ'of Aha bedroll s,: ! . TABLE PSoi.t1• 4aete A�iE 8 3. IC Standard art die Dein and Construction of .: _accordance with Section M1507.3: '3. On ean,z addltloaat stn of the dtPKlprtg, including • 202o NYS EXISTING$UTLDING CODE ) MlN1lAUM UNIFORMLY D16TRIaUTED`LIVtc LDAOB p11N114UM 81'1?c1F1E0 COMPnBH61v6 STRENGTH OF CONCRETE g berwith broktn'!np joints. , ---'-� • TABLE RDOT,2.1.z It311.7,5,2 Risers.Tlie ri3er heig t shh!!be not mole ry (In pounds part uara.fool) l At BPECIFlED COMPREB61Ya 97 ENt3Tlr' r LA Structures(ICC 400). _ ', v - 'SECTION R3i0' • • than 7]/a inches(196 mm).The ria r shall be measured La]eme'rirs and lrabftable antics and not including crawl • 2020 NYS ENERGY CONSERVATION CODE 'W! pBOANE,DEaRIS PROTECTION FA3TENiNO I J ' - ••- Lo p 3. One thtc4 ness of ,/17-inch(183 mril) wood suss' N a USE LrvE A a3 verso all between Ieadin• 6d'es o r die ad acent treads. spaces find uninhabifablie atdcs.'ln dwellings or dwell- + • BCtiEDULEFORW000STRUCTURALPANELB'k' ATIDIIOFCONCIiLRECONSTFIUCTION - , WaslhminpPalanDoC R30I.2. .2.1 Weights of tnaterfals.Average dead lural a e!s with oints backed by, /,-inch (18.3 EMERGENCY ESCAPE AND RESCUE OPENENGS y g g 2020 NYS FE CODE ID TTPi?,On LDO p n j 3 . _ : as • v o B B ' . t I !b. I]ader■Ia say y'Ite greatest riser hetyhl within an flight of Santis Shn11. Ing sin.is with split levels and without an intervening n Unlnllnbltable rales i,hhout st r g t egl g 1 ate IoAds sh it not exceed 15 pquAds per squnie feat m wood iuvclurnl orals. 8310.1 Einer ane rsen e'end rlscuc'o enin re uircd. okt alarm • - - - ` `�-In ) --p- g Y P P g q of exceed the smnl est b snort tit ] inch 03 mm.,. door tillween lite Adjacent,levels, ti sm 2020 NYS PLUMB . pa el 4leel c sfarlx s. _,n ) Y h / ( ) __ _ LNG CODE P a t Sag a - e 10 I e<veethc 2 340 2, 2 500` 720 n liar the combined ass n _ FABTENEm TYPa c Il Dm a o[ki; GscJ to 1 r r ( l' roof nd ccilin d eve Unhth4bhobl a Its w[Ih litnhed el g nn aloes caacraln n p g 3 Rasen'at(s; habTl,TGIq attics An site In loom shall -I et for the ad aeenl. - a ■n S penetepen pan:1'rpm asantanl Walls,inundntlOns tl P 4 'Ont thickness of loch 19.1 mm ariicleboard +Y P g ittstalletl an Aha lip tr Itvel shall suffl j - - - .-_ ---„ p D � 1A ( ) P 11311.75.2 Treni3s.The tread dcpth'sfiall be'nof les`Z;� P � ti_ _. !root S e ee a feet , bit (on a ttorizootal ra echan or 10 ounds er a ernbie a 7e 2020 y��yS �,�-y-;.�r T -�s-��t�• 1-� t L S c e ed with fixed stDirc' 30 excel orae Floor slabs i 2 500 2,500• 2,500' . P j P P 1 h Ve noLless lhan one Op - n rgency escn a and resale ',• ower leve) is less Ihnn: 1`I A 1V3 C�+�1VJ.l.�•+1• WD f: Hahltoble alltce and aiit a B N , [;osclnctll alDbt,anJ ltTler)DrRlBba on grade, p 8 8 � 'with joints backed by /t-Inch (t9.1 mm) panicle- P titan l0 inches 254 mm.'The tread)de th shell be a1eA- lower .vol provided that the I ( No,a wood 6crew based square f at(4$0 Pa)for floes asembTies,except as a enin WlTtre baserile+rts contain tine or Lnare sec in' ( ) l .P el. • Dnlconlee(cztcdor)nnJ dccke' 40 rag wnil,exle$tir walls and other verll- .conbrele . Anchorwllh2-inch embedment 16 ID 8 Oaaamcnt wa11F,Counde1lL 9 2,500 3,OOD1• 3 pOgi board', P • ( P •g sated horizontal! between (he vertical lanes W'ihe, _ one full star)below lheupper Lev 2020 NYS FUEL GAS CODE , l further Il ;ted by 5ecllom R30t. .2,Dead loads for ;1. , rooms,,an emergency escape and rescue opening ghall be Y P • length Phe dscnpct , I •• a0 work erpusrd 1a Ilia wCalhef' walls ab VG rade shat[[tot exceed: 5. OAe-half inch(12.7 mm)gypsum li6ard o foremost projecllon:of Ddjaccnt R ds'find at a right 4. S2limkc alarnis shall bcrmstalled not l"es"s'Ifran 3 tett' • le sex orad to the wauthar,and gara�c antis 1 r.r ' e,.;r • g . required(n ench'sleeping ro m.Emergency escape ahil res- an Ir to•the trend's leadid E'd e, Thi rtn[est lreod i 2020 NYS PROPERTY MAINTENANCE CODE No.10 wood straw based Lards onJ hanJratls' 100 porcheR,uar(iarl dabs Bnd x . i' 1 1,3011 ,0004 1,SD0 i g g g g (914 mm)horizontally from lite door dr openins of a a tt t7 1. Fr cen pounds per square fool (720 Pa) for .5.Qne-quarter=inch(6.4 mm)cement-bashrl tniilboeld cue apenings shall.bpcn dlr6ctly into a public Avay, or to a 'thin ah' n exceed the - batlirooni that conthIns a bathtub'or shower unles's this • 4/2* nnchorwlth2-lnchembedtt t 16 12 9 fgbs ., f depth wt j flight of stairs shall at 2018 WFCM&COMMENTARY . Guard In-fill tom Drank i 'I 3 _ .__. .. -., . .-- - .- ext liar light-Frame woad Walls. _ Batts ar b wool or )ass fiber or ' Yawl or court that oy pens to a pvblia way, • " would Are e t la e o a s akc slain rt uired b + - �= STROKE length, P, r _ „ 7.. lankets of mineral g - - srnniltst)Iy mord than 1/,Inch f9.5.Fin ,. f v g p cem nt •t T q Y , • Tha construct'"typeF y"'. ' bused tinalh0r sc er vihlcle ora es' so' ; , TAALE 840(,4.1' j . . i other a rotted ate a installed In such B manner 11310.2 Emer ency cscope and rescue openings.Emergency --=--ter - =.--= --•• Secliuu R31 q.3.. ' , • ! 2017 NFPA 70 :NATIONAL ELECTRIC CODE dmlonatran xhalr ee /1-meth Ing screw I6 16 i6 pas ng $ g I �� 2. Fol rteen bunds er s u foo 670 Pe Elis m rt is I g, /�� with 2-inch embedment leogth otl2er Ihnn sloe In tooithi 46. r PRESUMPT1vE LOnO•BE RIHG • p P • q ..moi ({ ) pp • . R3I1,7.8 Handrdiis.HandiWjs shall bt provided an not. .. ,, • ___•__ i _- - Ly"�C� •r,"tt "tri,yvor-v Rooms p g I t VALUE*oP FDUNon71oN M TR111ALBe I ext riot light-frame eoid-fo ed sleet walls, as Io be accurdy retained in place escnpe.and rescue openings shall have minimuln dimensions ,, m Inmeate urs tansweuan For S[ l Inches 25.4 mm,I Emu as 104,8 mm,i plSund rr A.d4B N, to 'er honrM.I Fr7 mill Sleeping rooms I ; 30 as spl;6 fled In!itis section. fe s than one ide o�each continuous n o(treada or.flisl(t 1 ml p I Lono.bannit+a 3. Te pounds(ler square foot(480 Pa)far iota- 8. Cellulose insulation installed as tested In accordance 'SECTION R315 classtneaaon or the a.Tthh I milh tit he un I60 updt tddmaid,iettgnwlnd s cods,v and a 3i• 40` -•- cl ass of btATaRiAL PnapaunE ' with ASTM E 1 l9 or UL 263,for the s ecific a It 8310.2.1 NIlnhtium 'apaning are0. Emergency And with f°ur or ore risers, - GARBON MONOXIDE ALARMS section Bot atffie HCNY9 DESIGNATION FOR STRUCTTJRAL P a stairs ' ( 'cunda dr i vire Tool) ria )fight-frame wood walls, P PF - R311.7.8.1 AelghL Hnndmil het t, meisured verd COMPONENTS THAT ARE`IF foatmeanroaJJrefgtrr. ip P q cation, escape rescue apenings shall have A nit clear Dpeltiog of lit NX b Fasteaert shag be installed nt OPPating ends of 1114 wood suuetural Pallet- + - 4. civ pounds per square foot(240 Pa)for into- not less Ilton 5.7 s care feet (0.530 ms). The rel clear Bally from the:loped plane adjoining the tread nosing,or I l R3I!i.1 General. Carbon monoxidt alarms shall be TRuss TYPE CONSTRUCTION ' o e e hal belaatedllnllatlthtr I inch train th5 ed eof the ane! + Crynullindbcdrock : 12,000'' o li ht-f aCo d-o 1 s,• R302.I1.1.1 Batts-or blankets of rnfneral or glas9 q finish surface of ram BtA a shall be not fess than 3q provnded ir. accordance with Section 915 of the Fire Code of ' a FWaa FrtaNIN IxaaatNG Fslnrra t 8 P a Anehon shalt penetrate Through the urarror hhnll covering with an , , •• Sedlrrienlary and fallnled rook 4,6b0, a n g Tnln I F tTntd steel wa 1 opephtg dinienslans required by [his section :shall be P P . . e bear ear tan t r of nos rots thou 2 laches roto Lha bundle'frame. . Cber. $alts or blankets of minora) or glass fibtr or inches(864 mrrl)and not more than 8)napes(96S mr. NeH- :rate, _' - - • • " arnasasArao aBuas m n 8 B , .1. Eig ty pounds per square fo t(3830 Pa)for 8- obtained by the normal operalian of lire emergency escape _ _ { ■ ■ F■neners shall be luaatad nal tens umn 2't,Inches tru,n die edge nr SonJy grdvef andlnr-grovel(flW ado OCJ 1,OW'' odtcr approved nonrigid materials shall be ptrmitfEd -" - I aR" ROOF FRAMLNa ice -thick(203 nun)meso walls. and rescue opening from lite inpide:The net clear)tdight 11311.7.8.2 Continuity.'Handrails or stairways shall ,r� �oncretetilaekoieonereta for compliance with the 10-foot(3048 mm)horizontal -__ ���e�i/1 Senil,si1iy sand,alnyt y sand,silty grave! opening shall be not less titan 24 lilcltes(6 t0 atm}And the (1C donlip)rous for the full Icrigth a Lha flight, from a FR FLOOR ANo ROOF FRAMIND d.Panels Drooped to masonry or mnsanrylituceo shall be alinclfed using • ..-- ' , , • •• n d cue ravel SW SC'5M SC Om � 4 000' I Eig ty-five pounds pts squ rn foot(4070 Pa) Rrcb)ocking in walls cbnsuvcted using pam11e1 caws o! - __ •_ - __ vlbmtlon•teshl■nt archon h110is eu ul,inlow withdrawal capacity or nol r n t Y Y g ( " ". 6' i net clear width shat!be not less Ihnn 20 inches(SOB mm). po}nt directly above the top riser of he flfelTt to a point' Fo' -loch-thick(152 mm)c ncrtte walls. studs or atnggered studs.• _ _ less Than I,S00 pour 1s.' and CCJ. .• �! ) directly above the lowest riser of he flight. Handrail _ Clo',snnJ ,'5311 ala ;cls ' alit alit un 7. Tc pounds per square foot (480 Pa) for SIP 8302,11.1.2 Unfaced fiberglass. Unfaced fiberglass Excepli0n:Grade floor or below g►ade openiatgs*hal( . ` .....__- a _ tads shn(i be reiurlled or shalt terminate in newel posts' •• ` •"."SEF - J t Y . Y Y Y YPY 1500 �" ..... --•. " (rave a rel clear 0 elfin of rat less than S's Lase feat i r .:••..._..,`f TABLE 11301.7 : eerily tlitclay(Ct:,ML.-t,lil and CH) .• .,t . ,wa1 s. ;"� " "" batt Insulation used as firebloddng shall fill the entire P g q •- .•.- ..---._..._.__.._. . ( 465 ) _ - . . .. . ALL 0INABLE,QEFLECTION OF 87RltCTURAL MEMBERS`•' - ••••• cra t a a h Of n0 6 - -... d 1 6he1 0 mi or safety terminals Ilan rails adjacent to A WnI 1 ., ...._ -,�-,r��:�••-•,;,•• - n of Iht•wall cavity to eight t its Have a apace of not less than 1 t� inches {38'mm) )''"�� ! """'""" "' 8302.11 FI eblocking. In edmbus(ible constriction, fire- s eel .... aTRUCTiJRALMEMnEn DEFLECTIDN ; them I6 inches (406 mm)measured vertically.Where 8310.25 Window sItl tteigltl.Wltert a window is,pro- 1 • between tho walrand t e handrails, . "" /✓/ - L 4< . TABLE 8361.2(1 bIoeking sh 1 lie provided to cut off both vertical and hot;- __. ..--•--- - --=--••--• - _ ' CLiENAT1C AND GEgGRAPHIC b�sIGN CRITERIA � E papmg,condmt ar slmllBr obstivcdans arc encountered, vtded as•Ute emergencyescape and rescue opening,tt shall --•-••' - I2gRert having alopragreater ll+nn 3:I2 w$h 0180• � � _ _ _ zontol canoe led draft openings and to form tut effective fire -- �= Flnlshed ceiling ndt anached tri mficrs" I the tnsulntian•shall be peaked tightly around the have a sill hclglH of not mors than.44 Inches(III 8 mm}, C ' .. __ _ _ _ WIND DES1aN SUBJEGTTO DAMAGE FROM barrier betty en stories,and between n to sto and the roof L D A tt '.-.. "'- Interior wap6and partltinns XH80• GROUND SEISMIC WINTER ICE BARRIEii I pLOOD AIR MEAN p ry obstruction, above the fl°or, when the sill height is be)ow'grade, h �� /Q�1 -• 4.1� F"' / �� ,,.L L/�/w/.,. ��sv��,Q �G� SNOW S Bede 70 ogre hie Special wind Wlndbome DESIGN , Frost Ilno DESIGN UIJDERLAYMEN HAZARDSo FREEZING ANNUAL epnet. "�r� Floors 0360 LOAD' p p r Woathorin a Tarrnlle' i shall beprovided with a window well In accardonc6 with Gj ,,((,, (mph) offoct ' roglon' dobdo zone"' CATEGORY g depth TEMP REDUIRED'! � INDEX TEMPI 8302.11.1.3 Loose-fill)nsulatlan•matertal.i nose-fill \ QNB � -"�/ , y Callings wit br 11 a fits sl,cs(lnclllding platlet 0360 Fsrebloc ng shalE be provided in waod•framed construe- insolation maledn'l shall not be used as a fireblock Section 83102.3. �.�� Q2 ��� and stucco} +" Q 1 41 5F.Va 3/u j 'YF=e� i ! �Q-"96 e4"$ flan in the fa(owing locations: I unless specifically tested in The form and manner 8310.2,3 Window wells.The horizontal nrco of the win- '.'a:'• : _- � + Cn ... . Ceilings will)flex a finis fes(inclu ng gypst,11 0240 , MANUAL J DESIGN�CiRITERIA ; r 1. Jm con Baled s aces Alf stud walls And artilions,includ- intended far use to demonstrate its abilit to rtmain in dow well shalt be vol lrss,lltan 9 s Lore Feet 4.9 In with, ,. .--{ p p Y q ( js _ w 3.4:4.:,.3 Hold-downi Hold-downs with a cn act _ Y QO�EIZr ARCHITECT DRA WING NO: board) 3.4.11..2.2 Pei fbratatt Sliest Walt old ustments c etuml mt tubers U 0 W inter Summer Altitude •Indoor design Design Heating temperature ins N spaces and parallel rows of studs or sing• Pince and to retard the spread of fire and hot gases. a liorizontalproje9iion and widitl of not jcss than 36 inches a ted j aecordanl:s wiili Table P ' tY lit * -r^ ARCHITECTU Alialh ritru Elevation Ltititude - Whest p rfora ahear welts are sed, the Shear wall' 3.ITF,divided by the Approprtota RAL DESIGN �4� , Eztcrtor walls-wind,lon-IF770lh plotter or I lteatittg cooling correction factor temperature temperniurt cooling difference gored,tads,as follows: 8302.112 Fireblockin Into riE .The inlecT t of fire- (914 nim). Thi eI'e of the window wall shall allow file len tit ad }• ^ 111360 1. g g Y C Y �. length regii(relnants hl (abler 3,17 and 3.170 iahnll be g I'3elment Tactor in Table 3:17D,ere required at I e. r * INTERIOR DESIGN stucco finish A•= • 1 -• 1.1.Vertical! at the ceilin and floor levels. blocks shall-be'maintalned. ' emergouc escape And roscue opening to 6e Fully opened, P Y PP p g g g % Ilia end'ol'sucll sham wall segment or at tach etid of.e pts- (P li ti DATE: Exterior walls-wind Londa'with other brillle C' .Y g .. • X muill Ittd b thea ro stale till!-h i !tt shaathin Lem Ih i PLANNING&>ZEVELOFMENT N/240 . Coolin VInd Wind velocit Coincident Dail Winter Summer 1.2.Horizontally at interval i not exceeding'J O fele( i - It 1ygslment factora in Table 3.176. orhbinationa of iden- foraltd at ear wall.Where full height Shaer wall segments' 1 -O .1 *dODi �' RESIDENTIAL'.-COMMERCIAL t INDUSTRIAL -.77-Z= finishes 8 Y Y Dxleriarwalls-wlndloadewithflexibefinshei X712., temperatuTedifference ) velocTyheating cooling wet bulb range humidity humidity ticatly ahtnthed segntented and par orated walls shall be meal ai n earner,o'single hold-d'owti shall ba peanitted to ��,(� arc'4 �OQ` 95 RICHMOND AVENUE REVISIONS t pdnnilted, ba used Ill resist'the overturning Forces in both direcliDtlH' �+� (t( W S,AMITYViLLE, NEW YORK !t,7U1 Llntefs aG arta mason veneerwalls' UhOD .• i ( I ,- I. -. , ._ - -• witen'thet'-timet•framing in the adjoining vralla is fastened ------- h .. I . !• I : ._.__. ... ..... . . (6 1) 91 •[ C$ (s3 ) 9I 718 1 I ! Iggelher tc frnnster the uplift load(see Figures 3,88-b). EM/1a( ; RDARCHIT T YA Q, QM . i .. �_ _. -_ •. . - - 1 t I . I