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HomeMy WebLinkAbout45599-Z Town of Southold 6/3/2021 a y� P.O.Box 1179 o o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42051 Date: 6/3/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2415 Cox Neck Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/3/2020 pursuant to which Building Permit No. 45599 dated 12/23/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,front covered entry,rear covered porch and attached two car garage as applied for. (4 Bedrooms) The certificate is issued to 153 Herricks LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1743 5/10/2021 ELECTRICAL CERTIFICATE NO. 45599 4/22/2021 PLUMBERS CERTIFICATION DATED 5/20/2021 rian Konry' u iz d Signature ods TOWN OF SOUTHOLD Alk BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45599 Date: 12/23/2020 Permission is hereby granted to: Tsounis, Nicholas 57-17 256th St Little Neck, NY 11362 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2415 Cox Neck Rd., Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-10 Pursuant to application dated 12/3/2020 and approved by the Building Inspector. To expire on 6/24/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,018.00 CO -NEW DWELLING $50.00 Total: $2,068.00 nspector ro�OgtlFfU1 TOWN F SOUTHOLD N BUILDING DEPARTMENT N x 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#: 45291 Date: 10/6/2020 Permission is hereby granted to: Tsounis, Nicholas 57-17 256th St Little Neck, NY 11362 To: 200A underground electric service. At premises located at: 2415 Cox Neck Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 113,7-10 Pursuant to application dated 10/5/2020 and approved by the Building Inspector. To expire on 4/7/2022. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector oF sov��®� Town Hall Annex MIL MIL® Telephone(631)765-1802 54375 Main Road 17r W Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® y®� sean.devlintc'�i town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 153 Herricks LLC Address: 2415 Cox Neck Rd city:Mattituck st: NY zip: 11952 Building Permit* 45599 section: 113 Block: 7 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: 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 Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 6 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 41 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt G3S Emergency Fixtures Time Clocks Disconnect Switches 54 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, DW, Micro, W/D, Oven Notes: New Two Story House w/ Garage Inspector Signature: a,- Date: April 22, 2021 S.Devlin-Cert Electrical Compliance Form.xls Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 " 1�Api ,a . BUILDING"DEPARTMENT TOWN OF SOUTHOLD aim " C'ERTIVICATION Date; Building Permit No. �S SJ_3 Owner: �s3 HEjeR2S Z P Le.C_ (Please print) Plumber: 7l (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. lumbers Sigiiature)­ Sworn to before,me this day of M A• 20a'' Notary Public,.. _ "County" _. MARY DIANA FOSTER Notary P011%State of New Yoft No.52.4655242 CuaMed in Suffolk County Commission Expires Aug.31,90�l RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)6914718 EMAIL:RDARCHITECT@YAHOO.COM May 18, 2021 Southold Building Department 54375 Route 25 Southold,New York 11971 RE: CERTIFICATION of INSTALLED INSULATION New Residence @ 2415 Cox Neck Road,Mattituck. BUILDING PERM#45599 To whom it may concern: This is to Certify that 1, Raymond Doner, Architect, have been retained by Adrian Konior and do hereby Certify to the Southold Building Department that All Insulation Values as Depicted on My Approved Architectural Drawings was Installed Meeting All Applicable Building Construction Codes and R Values. I acknowledge that the Southold Building Department is relying on this Affidavit to issue a Certificate of Occupancy for the above Referenced Construction. Sincerely, Ray Doner, Architec . \C_ ONp 024���0�� OF NEW Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2415 Cox Neck Road,Mattituck NY 11952 Test Date 5/14/2021 Building Permit#: 45599 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation ; Check if: I Floor Area Volume 0 Conditioned Basement f Basement 1605 14445 ❑ Conditioned Crawl Space 1st 1597 14373 Q sealed Attic d n 2 868 6944 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI 2765,except that conditioned floor Attic 6390 are des areas where the ceiling height Is less than 5 Total Volume 42152 CFM @SO pa 1100 Air changes/hr 0 a 1.57./o/ Code Compliance: Pass Duct Tightness: Post Constructs n Test-Total Duct Leakage i System-1: Within Condition Space { Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fe CFA N/A Code Compliance:1 Exem t System 2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fe CFA NiA Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 fe CFA Code Compliance: All building envelope tightiness testing has been verified using Instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building 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: 5/14/2021 Chirlsl6pher Silviap 116me gnergy Solutions Existing use of property:: x,5,1 O r t4- l" Intended use of property: Zone or Use district in which premises is situated: Are there any covenants an restrictions with respect to this property? 1Yes Oi6. IF YES,PROVIDE A COPY, I AM Application Submitted By(print narne): MIGthorized Agent 0Owner signature of Applicant: j Date: f1�27p STP7E OF NEW YORK) SS: couNTY'oFS(>� FCOC ) AD (A being duly sworn,deposes and"says that(s)he is the applicant (Name=of individual sighing contract)above named, (S)he is the, 1't :(Contractor,Age0t,Corporate Officer,etc.) of said-owner,or,owners,and is duly authorized to perform or have performed the said work and,to make and file this application;that all statements contained`in this application are true,to the best of his/her knowledge and belief;and that the work-will be.performed in the manner set forth in the application file=therewith. Sworn before me this day<of DeC.Q rM h Q1, .20 i Nfary PubliMonika Majewski NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIMA6392440 PROPERTY,OWNER AUTHORIZATION Qualified in Suffolk County l commission Expires 0512812023 L� in�✓ �wrQ 1 (Where the�appiicant is not the owner) 1 C, , '�c�—s you 0- t 5 o ✓_�lw�, s J� Ej LA I � 162 -31 �� � �� 1Sv,�4" / residing at S — I "l 2S(� Sf ( L? �e �eCtf l do hereby authorize I�_� _��7f ___ - b�C } to apply on my behalf,tothe,• o n of�g'I,ithold Building Department for approval as described herein, Owner's Sign Lure Date rLi C lnvl9�'L�t'1 S V'J.v I I c, (" 1�S �so, r' S I Print Owner's Name 2- Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) n C Nr;5Ln�er -go c- s [s o /v S t6 2- 3 ► -,I M f�je SoO 6V 1 S residing at.5 7 1 -7 qSC S7 L fJeck Nv (Print property owner's name) (Mailing Address) 113GZ do hereby authorize 't_ ___IP Rm O/V 100 (Agent) to apply on my behalf to the Southold Buildin Department. _ (t�2-'t 2 (Owner's Signature) (Date) Ch,,i`yJif V\PV r�odC--) I S \ I 2 / Z-G ^(to p✓.-t o,C, l SG v P If Ny oA-.o (-g r o� rj �S (Print Owner's Name) � o * # TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST AIL [ ] ROUGH PL13G. [ 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 RE!RKS: t L fi DATE i ho4O INSPECTOR OF SOGTh°lo # # TOWN OF SOUTHOLD BUILDING DEPT. u765-1802 INSPEC 1 [ ] -FOUNDATION 1 ST [ ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [11, FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - A6& sirpoo Woe\ bvn r w Qo 7,lo bw DATE q ,0INSPECTOR —' �o��pFSOplyo� Li�r� # # TOWN OF SOUTHOLD BUILDING DEPT. 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) rl CODE VIOLATION [ ] PRE C/O REMARKS: 13tt I co 111 ul 10 r7o cl- or- c ci et,� /+ C [A DATE `� INSPECTOR `� ` I oma yo # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o Comm 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [" ] INSULATIOWCA L NG . [ ] FRAMING /STRAPPING [ FINAL AIP (�,e [ ] FIREPLACE & CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: VKV �Uv DATE ?A 70 INSPECTOR ho�tpF SOUIyO� * TOWN OF SOUTHOLD BUILDING DEPT. y'rouffm 765-1802 : INSPECTION [ ] FOUNDATION 1ST t [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]' INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]y FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANTPENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 2 / DATE Lq e-I INSPECTOR a Sol/p, # # TOWN OF SOUTHOLD BUILDING DEPT. `yco765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. - - [ ] FOUNDATION 2ND [XNSATIOWCAULKING UL" FRAMING /STRAPPING [ FINAL N't> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i D� cn �vvVA4 S Vw4s!, Ids- i�v�� C, YDS i K, td D , DATE INSPECTOR o� c� Col N e4 kJ .11 w M ' N S �-� ��� �� ��-� ����� ��, 3 ��� � v���� ��� �' � exp �� ,r �, a s x z..�. d3.-'�'�-�i"�,€�9, i.`�- .ra-„�.`.� is r „ ate,,., -x.:.y_ -r., • , ��xb !P � nn�� r, ,.;,,: p '�' ``y �, Page 9 of 12 r �X Ned r: ed Y {t1 N C-1 z p https://outlook.office.com/mai]Jinbox/id/AAQkADAwODcwM2JmLTRmMDItNGYzYyO... 1/20/2021 Page 10 of 12 n X p ? ♦ R:.�' dam" +R .. .1R aP �IY` !I'^r 6ihk dnw!✓G.^^'wkd "2' w;.. : https://outlook.office.com/mail/inbox/id/AAQkADAwODcwM2JmLTRmMDItNGYzYyO... 1/20/2021 Page 11 of 12 r 4 https://outlook.office.com/mail/inbox/id/AAQkADAwODcwM2JmLTRmMDItNGYzYyO... 1/20/2021 Page 12 of 12 m x y . 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MI' Pill FOU"ATION(IST) ---------------------- r MWAI ROUGHIrRAMING PLUMBING INS`U�ATION PEA N.Y. ► �iT��� i Al Fe W ■:ice _ - / - �� cgl~D 'BUILDING DEPARTMENT- Electrical Inspector � � �Q�� TOWN OF SOUTHOLD c Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 '-Telephone (631) 765-1802 - FAX (631) 765-9502 9 ~ � rogerrC@-southoldtownny.aov - seand(aD_southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 2 4q)L2 Company Name: - ( - - � _ (z l C ITNC Name: ffic--6 ` 1 LA 2 S r- I License No.: '7:) 22 -7q WE email: O F10ECQ) P2O_ �JE- C,P(C ,oAI Phone No: 2 Di request an email copy of Certificate of Compliance Address.: Cv N T-A U L Y1. t 19 H JOE SITE INFORMATION (All Information Required) Name: PACC S LLC Address: 7 Li Ij �Je Cross Street: _Z Cn,=N A V F Ar Phone No.: o Bldg.Permit#: 1�C,S � ,� 4 SS- email: Io�J_ {3L N J Te p(SN, Tax Map District: 1000 Section. ( 0 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 12P(_0 ca,&F -uc f p� fi ID ooh .TQC&('C Check All That Apply: Is job ready for inspection?: [OYES E]NO Rough In ❑Final Do you need a Temp Certificate?: E]YES [ONO Issued On /0/7.&Q Temp Informati (All information required) Service Size 1 Ph F]3 Ph Size: - A # Meters _ Old Meter# /y/l:�- New Service ElService Reconnect ✓Underground [-]Overhead # Underground Laterals 01 E]2 [H Frame Opole Work done on Service? Ely ETN Additional In PAYMENT DUE WITH APPLICATION CP Electrical Inspection Form 2020.xlsx ^� o�,rOsfFat/( BUILDING DEPARTMENT-Electrical Inspector ® TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-95 " Temporary Certificate # 5�;g Date 1'*71 2020 Customer Name rle- LLC Electrician Name V1,.0 o Address s co,,p k t v Phone 4 r1l �°�'7'7 3 /71 e-mail e-mail [Phone License# Size V A Phase- Overhead Underground' #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F77 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 veritication is valid days firom the ate above. Authorized by � t _ 2020 BUILDING DEPARTMENT-Electrical Inspector � � - r= G� TOWN OF SOUTHOLD e, » � A: Town Hall Annex- 54375 Main Road - PO Box 1179 "V" '� . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Q N rogerr@southoldtownny.gov - seand@southoldtownny.gov <� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ?/21120 Company Name: P=O- LIVE U / -r AI Name: (3P (3I L P- 1 License No.: S2,2-7 9 LE email: FFIC _ -L 1 C.CJ Address: y111gPIPTow S A) y Phone No.: / 2-77 `7 JOB SITE INFORMATION (All Information Required) Name: 16`3 � (cL-f2 LLC 1A11C#(0(-AS75W1U15 Address: , ''� N-" 1 ,� Y //9S Cross Street: CP-(r;E0 4 V E: Phone No.: '91-7 C?2- j 7.52 Bldg.Permit#: S5 9 email�� r }�jr A//I Cp�SA). V Tax Map District: 1000 Section: ?1�j_pp Block: ®7,d� Lot: ©/®.o® BRIEF DESCRIPTION OF WORK (Please Print Clearly) A/W 200 11 N U F IZ C)QCTy fQ D S 5 E V I C E c.0(Th IU--L 2--ed A C -- C— ,T IZIC +�(� N L Circle All That Apply: Is job ready for inspection?: YES /t Rough In Final Do you need a Temp Certificate?: ES) NO Issued On ewe -2® Temp Information: (All information required) Service Size 3 Ph Size: ZOO A #Meters Old Meter# . N �e!w�Sei - Fire Reconnect- Flood Reconnect-Service Reconnected<Edergroun Overhead # Underground Laterals 1 2H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis fes( (' �' BUILDING DEPARTMENT- Electrical Inspector4-2 - G TOWN OF SOUTHOLD Town.Hall Annex- 54375 Main Road - PO Box 1179 ✓ �sJ ��V- 00 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 � ra err southoldtownn '. ov- seand@southoldtownny.gov G� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: qJ21 2 O Company Name: Q- L/N T- l -r Al Name: 6 P- I L ' I License No.: S2,2-79 M c= email: FF[C -@ -L I lC.CJ Address: - y T Phone No.: -71 JOB SITE INFORMATION ('All Information Required) Name: -A.-j-3 _ P-PuC L AlI C#0(-AS T-Y-VA)/S Address: /5 Cox -A)Uct 1C' k) y //9S Cross Street: -EP-r` O h V EZ Phone No.: 9/7 Bldg.Permit#: Jf9RH email: Tax Map District: 1000 Section: 113 Oo Block: 0`7,00 Lot: 0/0.04 BRIEF DESCRIPTION OF WORK (Please Print Clearly) AJEW 200 _ T IAC P/tNr;C Circle All That Apply: Is job ready for inspection?: YES/ O Rough In Final Do you need a Temp Certificate?: ES NO Issued On �a(,i� �VY1( Q O -2Q Temp Information: (All information required) Service Size 3 Ph Size: 7,00 A #Meters I Old Meter# �e!w Servi - Fire Reconnect- Flood Reconnect- Service Reconnect ndergroun Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls 1\0 °� PERMIT# Address: ,9 Switches Outlets ` 1 `k"J GFI' Surface Sconces' HHs UC Lts _ -._ �C� D Fans _ Fridge _ 'HW Exhaust Oven Dryer Smokes ;� - _DW _ Service; Carbon• _Micro. :q'; Combo Cooktop Transfer- AC AH Special: Comments ...__- ,LG l �(/V -� �V Z 0 �. �c/r'� 4- Town Hall Annex R Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 Af X BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Owner: SOy S' Location of Property: 211 I-E- Cox _AkQA Pig 17)TVC(C A-JY Please to e 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): Capacity(check applicable line): Owner Owner representative TrussReq16.docx Effective 1/1/2015 1 l J Sal J.Turano y PRESIDENT Grace Mistretta ABSTRACTS, INCORPORATED SR V P,CONTROLLER Residential&Commercial Title Insurance since 1 9B4 Thomas J.Turano SR.V P.CLEARANCE OFFICE Peter J. Calvanese SINGLE AND SEPARATE SEARCH SR VP,COUNSEL September 18, 2020 ADDRESS : 2415 Cox Neck Road, Mattituck, NY Re: Our Title No: ST-39895 Tax Map Des DiS�rict: 1000 Section: 113 . 00 Block: 07 . 00 Lot: 010 . 000 Dear Sirs : ABSTRACTS INCORPORATED, he~--bv certifies to the Town of Southold, Suffolk Co;:nty, 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 adjoiaing premises from the dates indicated from 4/23/1957 to 8/31/2020 . Said Search disclosed the following: SUBJECT PREMISES KNOWN AS District: 1000 Section: 113 . 00 Blcck: 07 . 00 Lot: 010 . 000 DEED #1 Joanna Hallock Dated: 3/5/1905 Recorded: 3/13/1905 TO Liber: 563 Page: 568 Mary E. Lindsay Covers premises under examination and more. NOTE: Mary E. Lindsay died 1/29/1953 . CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P O Box 2B 1 23 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 1 901 51 B.683.1 000•fax-51 B BB3 00139 www abstractsinc com B31.369.0200•fax-B31.369.01 99 Page 2 ST-39895 DEED #2 William A. Lindsay and Dated: 7/21/1965 Mary J. Lindsay, his wife Recorded: 8/9/1965 Liber: 5796 Page: 125 TO Stefan Chuchman and Margaret Chuchman - c Conveys part of lot 010 . 000 - premises under examination. DEED #3 William A. Lindsay and Dated: 4/12/1967 Mary J. Lindsay, his wife Recorded: 4/28/1967 Liber: 6144 Page: 441 TO Stefan Chuchman and Margaret Chuchman Conveys remainder of lot 010 . 000 - premises under examination. DEED #4 Stefan Chuchman and Dated: 9/18/1984 Margaret Chuchman Recorded: 10/15/1984 Liber: 9658 Page: 82 TO Cleo Tsounis and Nicholas Tsounis Conveys all of lot 010 . 000 - premises under examination. NOTE: Cleo Tsounis died 1/13/2002 . 1 I i l Page , 3 ST-39895 DEED #5 Catherine Tsounis Siolas Acknowledged: 10/8/2003 Executor of Last Will and Recorded: 1/9/2004 Testament of Cleo P. Tsounis Liber: 12294 Page: 316 TO Nicholas S . Tsounis DEED #6 Nicholas S . Tsounis Dated: 12/19/2003 Recorded: 4/8/2004 TO Liber: 12312 Page: 474 Nicholas S . Tsounis and Catherine Tsounis Siolas- and Despina Siolas DEED #7 Nicholas S . Tsounis, Dated: 6/25/2004 Transferring his 33 1/3% interest Recorded: 7/1/2004 Liber: 12328 Page: 462 TO Nicholas S . Tsounis, as to a 22 . 22% interest Thomas Tsounis, as to 11 . 11% interest as joint tenants with right of survivorship Page 4 ST-39895 DEED #8 , Catherine Tsounis Siolas, Dated: 1/12/2009 as to 33 . 33% interest and Recorded: 5/29/2009 Despina Siolas, Liber: 12589 Page: 549 As to 33 .33% interest and Thomas A. Tsounis, as to 11 . 11% interest TO Nicholas S . Tsounis DEED #9 Nicholas S . Tsounis Dated: 6/18/2012 Recorded: 6/27/2012 TO Liber: 12697 Page: 639 Nicholas S . Tsounis, as to 98% interest and Thomas A. Tsounis, as to 1% interest Christopher Tsounis, As to 1% interest Last Deed of Record. 11111111111111111111,11111 Hill 1111111111111111111111111111111111 �1111111111 E1II111111111- 1 MirrOLK COURTy- CLEC COR1D$ OFFICE RECORDING. PAGE Type of Instrument: DkK Recorded: 06/2'7/2012 Number of Psges:. 3 At: 04:19:08 ,1�M Receipt Number : 12-0073888 TRANSFER TRX Ni USER: 11--23742 USER: D00611697 PAGE: 639 District: Section: Black; Lot: 1000 113-.00 07.00 01.0.000; EYAMINW A'D'D CHMWED AS FaLI owa Hied Amount: $696.00 Received the Following Fees Vor Above- Instrument Faret ext page/ruiiag $15.60 NO Haisdling $20.00 NO 600 45.00. NO VY3 SRCHG $16;00 NO 16A-CTY $5.00 NO, EA=STATE X250.00 NO 7'l2�S8 $5.00 NO Natation 00-00, NO Cart-Copies $5.06 NQ RPT $60:°00 NO Transfer tax $4.00 NO Camm.Pres $0.00 NO Fees Paid $384.00 TRAigSFER TAX NUMSBR: 11-23752 THIS PACE IS A FART OF THE INSTRMCM THIS IS NOT A BILL r 1 , UD.TTH A. PASCALS CcuniiyI Clerk, puffolk County w 1 21 REQIFDP M2 .lun 27 04:19;4$PH Number of pies JtJDM A. Ft2KT IE CLERK Of 5UcM COUNTY This document will be public L V000126 F 63� record.Please remove ail VT# 11-23T522 Social Security Numbers prior#o recording. Meed l Moi%gage lastrannar Dud f Mortsasc Tax Stamp RecorftS I Filing Stamps 3 1 Pagel Filing Fee M�ia1gc nu, t✓ 2. Basic Tax Handling, #+� 2. Additional Tax TP-594 sub Vesal Nsoa Sp�fAssit. or EA-5217(County) Sub ToW Spec./Add. )?A-5217(Stun) ✓ TOT.ZATO'SAX 17uui Town Dual County _ RpT S A — Field forApgoin=nt Cor=ofF.& 5: [ Tcsnsi'erTax apt! ; Mansion Tax The propeM coveted by ft Mortgage is or will be itttproued by a one or two 00 fanny dwo ing only. Sub Total YES or NO— tltRtct` /"� Grand Total f E/ If NO.see dppmpriatr,tax clause on pap'# 9f this itutrument. I1 12015480 zoos zzaoo 0-700 0100oo g Cc unity,Preservatlon Friend Rtal P � A A Consideration Amount$ Tax Se: uht-1 Ager CPP Tar Due $ Vgtifie: SatisfactionsOischwgeslftele:wnl.iaPmp=V Owners MailingAddnss RECORD&RETURN Toatm Land ADAM B.GROSSMANt ESQ. TD ro.BOX Iss TD 120 COURT STREET RIVER}•HAD,UYY 11901 TD Mail to.,Judith A.Pascale,Suffolk County,Clerk 7 Title Comwiny Woraaaation. 310 Center Drive,Riverhead,NY 11901 Co.2;amo ww w.suifolkcou*ny.govf6erk ride# , s Suffolk Counq Reeor Endorsement Fri e This page fortes part of the attached ,Deed made by. (SPECT-Y rin OF Il`IS'rRillvlal'I') Nicholas S. Tsounis The premises licrein is sintered in SUMLK COL1l`TY.NEW YORK. TO In the TOWN of Southold Nicholas S. Tsounis, Thomas A., In the V91AGE Tsounis, an x stopher 'Tsounis Mattituck, I Boxes 6 THRU 8 9=BE TYPED 022 FRDJn D IN RLAC X M ONLY PRIOR TO RECORDING OR FIIING. (over) v MMafqold Sale Deed,with Covenant 4goinstGrantoes Acts made opt the 42day oflant,two thousand twelve between: NICHOLAS S.TSOUNIS,residing at 43.12217 St,I st Floor,llqside,N.Y.11361,Grantor,And NICEIOLASS.TSOWIS,reslcringat43-12217St,1st TSOUNIS,162-31 94h Avenue,Apt.SA I,Whiiestone.He.w'Yt)r I k 11357 0%intentil),and CH SMPHER TSOUNIS, 80 Ketchams Read,Hicksville,New York 11901(Materestj as joist tenants with rigMaEsurvivotship,Grantee. D'!TNESSM' WK the Grittier,in consitieraEfon ofTen Dollars and othervalua�la consideration paid bythe Grantee, does hemby granfand Mmaim unto ft Gwae,the heirs or imccessors iW aw&06he Gmatee foliv&.. All that cchah-P plot,piece or porcel orland,vviih the liuilding&and im=ts rM zz .lyingand being in the Tcmn of Sotiftid,Courtly ul'Suffolk,tiod State ofNew York BEGMING'at a po�jat an thowestedy side ofCox Nc&-Road,distant 551.56 feet southerly from the comer formed by m the lateclian of the w`ves!edy side orcox Netli Roadviith the southerly side or Bergen Avrnue: RUNNING TH8NCE along thcwvstc;1y side of Cox'Mcck Road;South 15 degrees 43 minutes 30 stearal East,M,$O feet TAENCE South 4 dWecs It minpicis iD seegaii West,I Sig$'feet to widof bict dozzr, THENCE along said land of Mendoza,North 14 deggces 45 minutes 50 second West,126.52 fact to hind of Sheldon; THENCE along said land of Sheldon,North 74 degrees 16 minutes 10 tectud FAsit 151,7�feet to the westerly side of Cox Ned,Raid at the point or place ofEGiNisirisira. SAM ki� MiSESAMKNOWN AS. Z415 Itme Neck Road,Mattimck,New Yo* sEliq6AND, INTENDED TO BE the some premises conveyed by the"of he riot put by deed dated January 12, 20119 and I recorded at the Offici of the Suffolk County Clerk-on May 29,2009,at Liber I M9 Page 549. This transfer results in Nicholas S.Tsounil%who was previously IOTA owner,after this irmtsler being 9 owner of the, subject property,Thomas A.Tsounii bong I%ow of the subject property.and Christopher Tsounis being ISA owner ofibe subject property. TOGETHER with all right.thIt and hit t,ifany,or the party of the first part in and to any su=ft and rands awaing the above described prcmisr-5 z0 the center lines thmf; TOGETH Eft with the appurtenances acrd all the taut and riot$ofthe party of the lim pan in=d to said premises; TO HAVE AND TO HOLD the premises herein gmnlicd unto Granter,the heirs m sticcessors and assigns ofthe Grantee forever AND the Granter covcnw[5 that ft Gmnfar,=trot done or sa%red anything whereby the said premises have been encumbered in any way whatcvcrcx:cqdas aforesaid,and fhwttft�said premises an:tacit subject to a credh line mortgage,AND the Gmutor,In compliance with Section 13 offfic Lien Law,covenanw that the Granter w;Il receive the c6asIdeizflon for this conveyanceand will bold thi riot to receive such coibilder4ion as a tnwt fimd to be applied first for thepurposeotpayingthe cost of the iratprbvtutacrat and will apply the some firm to dm payment ofihv cost orive improvement heron using any pail of the W2101711W 22Me for any other purpose. Words used herein in plural forin shall be cmstmed as ifsIngular,in nwcaline form as iff4tafning,and vicr'versa, Whiflever ft sense of this indentue so requires. IN W MESS W EOF.the Gtanior has dulycxocuvcd this dead the day and year first above iafjttcn. I this p of. WIC140LAS S MUNI$ Page 5 ST-39895 PREMISES TO THE NORTH KNOWN AS : District : 1000 Section: 113 . 00 Block: 07 . 00 Lot: 009 . 000 DEED #1 Joanna Hallock Dated: 3/5/1905 Recorded: 3/13/1905 TO Liber: 563 Page: 568 Mary E. Lindsay Covers premises under examination and more. NOTE: Mary E. Lindsay died 4/29/1953 . J DEED #2 William A. Lindsay and Dated: 3/29/1971 Mary J. Lindsay, his wife Recorded: 4/1/1971 Liber: 6908 Page: 61 TO Daniel C. Sheldon and Mary Catherine Sheldon, his wife Covers premises under examination. DEED #3 % Daniel C. Sheldon Dated: 8/1/1977 Recorded: 10/25/1977 TO Liber: 8330 Page: 565 Mary C. Sheldon Page 6 ST-39895 DEED #4 Mary C. Sheldon Dated: 2/22/2002 Recorded: 4/17/2002 TO Liber: 12180 Page: 912 Mary Catherine Hinderliter and William H. Hinderliter NOTE: William H. Hinderliter died 9/8/2011 - Suffolk County Surrogates No. 2011-3797 . DEED #5 Catherine Lindsay Hinderliter a/k/a Dated: 10/12/2017 Mary C. Hinderliter, Recorded: 1/26/2018 William J. Hinderliter having died Liber: 12947 Page: 902 9/8/2011, Suffolk Surrogates No. 2011 -3797 TO Darren Hinderliter and Dana Hinderliter Co-Trustees of the Catherine Lindsay Hinderliter Irrevocable Trust dated 10/12/2017 Last Deed of Record. I SU 'O,LK COST CLERK RECORDS OFFICE AECORDING PAGE T of Ixiitrtm fin'/-r ' rtb hecorcled'.. 01/46;+2018 Naz of PZ cgeg: 3 At'a 0 4 t o o:15 PM Receipt, Number : 18-0016713 TRANSFER TAX N' UMBE' R"': i'' -20"3;55 Sj9R: D0,0612941 'PAGE: 9021° District,- section: Block.` jG�/��ty,. /��y�■ .L,A{I'Q 61.00009�000 EX YEA AM CHMG D AS FOLLOWS De4ci Amount. 0,00 / Rejq i lv6d th4i Fal16winc' aE'eaa For Abomn a Instrument Exert E ,pt Pa+ IF .ngt $1 a.Q0 Nth Haa rr g $26:00 NO CCS $5.00 � *YS S BG $15,'00 No, EA:10iY �5-�00 lio FA-STATE $125'.00 No - TP-584 $51,00 NO 'Notat3tom; $0.00_ ito Cert.Copie6 $4.00 NO RPT $200.00 NO Tra rifer $'6.0 NO Cc a,Pres 40;00 Fee,'s Paid $3,9S.00 TRANSFER TAX Sit: 17--20365 THIS PAGE IS A PART Or, THE INSTR THIS is NOT A SIZE 4ODYTH' A. PASCAL County Clerk, Suffolk County c`0)15MTYOUR tAWYER BEFORE StGN1N1GTW$jNsTJWMENT47118 INSTRUMENTSHOULD 13E WED BY LAWYERS ONLY THIS INDENTURF_made the 12th day of October .2017 gETWEEN CATHERINE LINDSAY HINDERILITER.alkla MARY C_HINDERILMER,restding at 2545 Cox Neck road,PO Box 184,Witituck,New York 11952:WIVIam 14, Hindeffiler tag died September 8,2011, Suff6rK,County Surrogate's Court File No.2011.3797; Party of th6firat part,and DARREN HINDERUM residing at 2646 COX NOCk Road, PO Box 184, Mattituck, Now York 11952;and DANA HINDERLITER residing at 106-24,61h Avenue,Apt, ID.Forrest Huls.New yV*11376.CC-Trdsteas of the CATHERINE LINDSAY HINDERLITER 1RREvor.AaLeTRuST uATEo odToamt 12.2017, party of the s=nd part, WffNESSM,Wit the party 61 16e W part,Iii=Slft I ration Of-0-dollars paid by the party al'the se=nd parL does hereby irarill and releAse unto the party of the second part,the lielfs or successofs and asstqTts of the party of the sec*rd part forever, ALL that certain plot, piece or pircel of land,with the I buildings and improvements thereon erected,situate, lying and being in and near the tlsm414 of Mattitu.ck,In the Ttwh of Southold,Cbuhty of W"and State of New York,described'is folbows.- b6mniencing at a point on-the,ileit side of Cox Neck Road a distant 450 feetSoutherly as measured 810n9 the East side of Coi-Neck Load 10=00 from'the point Of Intersection,of the SoLith line of Bergen Avenue and '_00 Boi 184,Mattituck.Now Yo*11952-.the Weitside ftcaon 2646 Cox Neck,mad 113.OD 2545Cox Neck road,Po Box 104,Ma"Ruck New York 11952.of Cox Neck S104 Road;a9d,ruriniing thence Soulbidy along ft Wasf side of Cox Fleck 007.00 Road 100 feet to a point, thence Westerly on a line at 6iht angles to the West side of Cox Neck Road 1513 feet to a point ihence Northedy Lai on a time parallel to the West Side of Cox Neck Road 100 feet to a MCI) point at the Southii rjy Uhe of a Or'o-posed road 50 feet theince Easterly along the Southerly line of said proposed road 150 feet 161he point of BEING AND INTENDED TO$1-00' promises destfiked in deed dated Febritary 22,2002,recorded with the Suffolk County Clerk ApAl 17,2002,in Liber 000012180,P.912. TOGETHER+wlth all right,rffll�;�W interest if any.of the party of the first part in and to any streets and mads abutting the above described premises to the center llnesthereot TOGETHER with the Qppurtena`taces and all the estate and rVft of the Party Of t6e rust Oar!in and to Staid piumisep: TO HAVE AND TO HOLD the promise$hereln 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 pal Wyeriants that the party of the First part has not done or Suffered anything whereby the said premises have been eft6umbered in any w4 whatever,except a's,albrosaid. AND the party of the first part In cornpliance Wth Sectiab 13 of the Lien Law,CbV*Mftts that the party of the first part Will receive the consideration for this coriveyaAce and will hold the fight to receive such consideration as a trust fund to be applied first for4bi'Ourpose of paying the'cost of the irrlpmvernant and vAll apply the same first to the payment of the cost of the ImproventeM before using any part at the totat of the same for array other 'The word"party'shall be=nstrued as if read"parties"whenever the sense of this Indenture so ,Purpose, d a requires, IN WITNESS WHERE6F,the'party Of the fust part has 4uly executed this deed the day and year first above IN PRESENCE OFt CATHERINE LINDSAY HINDERUTER awa MARY 1 .HINDERLITER Sta Wstd MY.S.T.U.Fauns 900`2-RaMaTn and Safe Dad,VAh Covenant against GMntoes Ads—Urifton Azitriusiedgmal L Page 7 ST-39895 PREMISES TO THE WEST KNOWN AS : District: 1000 Section: 113 . 00 Block: 07 . 00 Lot : 002 . 006 DEED #1 Joanna Hallock Dated: 3/5/1905 Recorded: 3/13/1905 TO Liber: 563 Page: 568 Mary E. Lindsay Covers premises under examination and more. NOTE: Mary E. Lindsay died 4/29/1953 . DEED #2 William A. Lindsay and Dated: 7/25/1973 Mary J. Lindsay, his wife Recorded: 7/26/1973 Liber: 7452 Page: 177 TO Ben Mendozza and John Capogna Covers premises under examination. r DEED #3 Ben Mendozza and Dated: 4/4/1979 John Capogna Recorded: 4/26/1979 Liber: 8616 Page: 25 TO William A. Lindsay and Mary J. Lindsay, his wife i Page 8 ST-39895 DEED #4 William A. Lindsay and Dated: 4/6/1979 Mary J. Lindsay, his wife Recorded: 4/26/1979 Liber: 8616 Page: 29 TO William A. Lindsay Jr. and Mary Catherine Lindsay, As Tenants in Common DEED #5 William A. Lindsay Jr. and Dated: 7/26/1990 Mary Catherine Lindsay n/k/a Recorded: 10/25/1990 Catherine Lindsay Hinderliter Liber: 11160 Page: 95 TO , Catherine Lindsay Hinderliter, formerly Mary Catherine Lindsay and William H. Hinderliter, As Tenants by the Entirety NOTE: William H. Hinderliter died 9/8/2011 - Suffolk County Surrogates No. 2011-3797 . Page 9 ST-39895 DEED #6 Catherine Lindsay Hinderliter a/k/a Dated: 10/12/2017 Mary C. Hinderliter, Recorded: 1/26/2018 William H. Hinderliter Liber: 12947 Page: 903 having died 9/8/2011, Suffolk County Surrogates No. 2011-3797 TO Darren Hinderliter and Dana Hinderliter, As Co-Trustees of the Catherine Lindsay Hinderliter Irrevocable Trust dated 10/12/2017 Last Deed of Record. l INMI 3 i§twi4iF6i+61. 4rw i i 'CLERK REC OM4 ,01MICS `RECPRDXN(;- PAGE TYpe Of Instrument: DEED Recorded: 04/26/2018 kumbm6ri .of Pages: �. At 04:00:15 Receipt NUmber : 18-00i6113 TWSPER TAX NC1'I++BER. 17-20364 D00032997 P1E: 933 Dis�trii&t: Lot; IOOD 113.00 01.06 002.006 EXAMIMM MM CNA,RGED A3 FOLLOWS, ,Dead Aanou3it: $0.00 ReeeivedIthe Following Fabs For 29bo 1a str°r enj . Est Exert COE $5.40 no MYS SRCHIQ $15.00, NO SA-CTY $5.OP NO -STATE siii.oQ no TP-584 $x.00 NO )Rotation 80.00 NO Cert.Copied $5.0.0 NO RPT UQ0.00 kC Transfbx tax $0.00 NO Co xt.g�re�+ -Fees Paid $3Q5.gOr TRMSMM TAX UR c 17-20366 VMS PA= IS A PART OF THE INSTRU7 Mft THI$ IS tDT 'A I3'LL J 1 MITH A. PASCAL. f Co ty dliark, Saiffolk Cdur�ty ''`t CONSqLlt YOUR LAWYERBUORE SMNINGTHIS MTftUMWt.4H11S 110TRUIAMT SHWLID BE UsEDDY LAWMAS oULY THIS INn ZNTtfft15.made the lith day Of October iOli BETWEEN CATHEMNE LINDSAY HINDERUTER a1fda,MARY C.HiNnERLITE11, mWing at 2646 Cox Nock road,PO Box 184,Mattituckow`York 11952.William K Hindikiter haVing'diedl Soo,ternter a.20,11, Suffollk County SuribgaWs File No.2011-3797.party of the first part,and DARREN HINDERLM, residing at 2545 Cox Neck Road, PO Box 184,,Mattituck, Now York 115 ; and DANA HINDERLITM residing 2 t'1105-24'61h Avepqp.Apt`1D,Forrest Hills,Nom York iipn.Co Trustees of the cArHEnmF-LtNosAy mwmurpm IRREVOCABLE TRUST DATED OCTOBER 12,2017,'Wy of the second part, WITNESSM,that the party of the first part in ponsidwUon of-0-dollais paid by the party of the second part,dm hemby grant and release unto the party of the second part,the helm or successors and assigns of the party ol, the second part forever, ALL that certain pkit,-pieoe or paroell of land,situate.lying and being at Mattiluck.TowA of Southold.County of Suffolk and Slate of New Ybrk,bounded and descritial as follows: BEGINNING at a point on the soulhvmg side of Cox Neck Road at the southeast comer I or lands now or farmarly of William Lindsay.Jr.,and"Cos m uhdiay; RUNNLWG THENCE along said southwest Side of Cox Nm*Road,Soulh 27'OV 45-Eist„50.00 feet.to Smctian lands now or formerly of fkryi:Lindsay", Ila= THENCE along said laitifterilloned lands,the talfgMng two(2)courses and instar . Stock t. South 62°66'16"Fast,tBUD(tat and 007.00 21 South 27DT4S'ZaSI.101.M feet Lot THENCE SoLdh 2B'QT OF East.26!$,94 feel,to lands now or f"mady of Anhui P.Foster, 002A06 THENCE along sail last mentioned Wft the folbwfoa four(4y marsat and distanras, 1. Soukh'22'551'Wesl,667.60 feet, I South 76'15'00Alast.413-37 feet 3, South 8r 01'4r West 93,3 feet;and 4. North 36'I 1'25'West.1 00.OD feet' THENCE along other lands of the parties of the find peat,the following two 0 oaurse3 and bwances to lands now or formerty of Wilflarn ZoUnq and Alin Zordi=r, I. North 52'24'02'Eefs1,682$7 feel;and 21 North 24-06'0157 WaA 350=feet-.' THSNCE along said last mentioned lands and others,North 63153'65'Sat.1,3OW3 feet; THENCE S;rndh 21i-56`25-East 102'Al fook to lands tui-ortwmedy of Peler-A.Fo!llps; THE14CE alon- sold lost menilonid lands the fegoMnq Nm t2)courses and distaRm, 1. South 27'02'45"East.-10D,00 feet,and 21 Noah iW.5615'east,150-00 feet.to the southwest side of Cox Neck R6ad,and the point or place of beginning, Said paONA being further described as Lot No.2 in a Knor Suli#"ion for CATRERINE LINDSAY HINDERLITER,aWa MARY CATHERINE UNUSAY,and VWLLIAM LINDSAY,JR.,91YJa WILUAM A. LINDSAYJR,,filed with the Tom of Southold an April 30,1990. BEING AND INTENDED TO BE part of the promises destobed in deed to datedJuly 26, 1990, recorded DCttatasr 25,9990,at Liber 11161#,P,095. _TOGETHEFt*11h all right,110a and interest;it tray,of the party of the first p6rt In and to any streets and'voods abutting the above'described premlies 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 At4b To HOLD the premises hirein granted unto the party of the second part the heirs or su=essors and assigns of the party of the second part forever. AND,the party of the first part covenants that the lowly of the first pad'has not done vt suffered anything whereby the said promises jiiave7been iocumbered in any way whallover,except as aforesaid. AND the party of the fist part in cornotiarece u4th SW' 16n 13 of the Lien Law,covenants that the party of the first part will revive the consideration for this coAv4ahce'and will hold the right to receive such 6onsidemiWin as a trust fund to be applied first for the purpose of paying the mst,of the h6pWem-ent and will apply the same Cast to the'psyment of the c6st of the'impiroverrttint before using any part of the total of the same for any o4hor purpose.The vwd'party"'shalt be construed as it It read'parties"when'ever'tha sense of this indenture so requires. IN WITNESS WHEREOF.the party of the frst part has duly exedifted IMS dedd the day brad year first above written. IN PRESENCE 6P- OvL"t—�, CARNE UN?SSA YMINDERLITER 011*MARY C.ktNIDEFtUTF�Z Jt Smidard N.Y.&VU.Foirn 8002-Baq?2%&Ad S410 0"d,vah Cawr4 cfjri Page 10 ST-39895 PREMISES TO THE EAST KNOWN AS : Cox Neck Road Page 11 ST-39895 PREMISES TO THE SOUTH KNOWN AS : District: 1000 Section: 113 . 00 Block: 07 . 00 Lot: 011 . 000 DEED #1 Joanna Hallock Dated: 3/5/1905 Recorded: 3/13/1905 TO Liber: 563 Page: 568 Mary E. Lindsay Covers premises under examination and more. NOTE: Mary E. Lindsay died 4/29/1953 . DEED #2 William A. Lindsay and Dated: 4/12/1967 Mary J. Lindsay, his wife Recorded: 4/28/1967 Liber: 6144 Page: 445 TO Philip M. Hogan and Elinore M. Hogan, his wife As to part of lot 011 . 000 . Page 12 ST-39895 DEED #3 Stefan Chuchman and Dated: 3/31/1967 Margaret Chuchman Recorded: 4/28/1967 Liber: 6144 Page: 447 TO Philip M. Hogan and Elinore M. Hogan, his wife As to remainder of lot 011 . 000 . NOTE: Elinore Hogan died in 1984 . DEED #4 Philip M. Hogan, surviving Dated: 10/3/1987 Tenant by the Entirety Recorded: 11/13/1987 Liber: 10469 Page: 421 TO John Neskis and Marie Neskis, his wife DEED #5 John Neskis and Dated: 5/18/1993 Marie Neskis, his wife Recorded: 5/27/1993 Liber: 11630 Page: 720 TO John Fotakis and Kornelia Fotakis, his wife and Markos Fotakis, as joint tenants Last Deed of Record. Of? out IN,== 13V443dula OWL By LWftm*=V1 mil Aqviamulm made the 40y or May nlr&m hundred 04d NMOIVho t JOHN N SKIS and MARIE NESKIS, hie wife both residing OV2256 Cox Nook Road. Mattitucko N.Y. 119% Pliny bribe flat port.ova JOHN 00TAXIS pir( 96RNtLIA FOTAKIS, his wife, and MARKOS FOTAKIS, all residing -at $1.40,612h strt.)to, Woodoldo, Nai4 York, 113771, mz/^ "fly of the amnd pars. wirmimm thii Ike,party or the Prot pati,in ennii&tia4un or ton doll1jr,and,athe,volupble cilhoklorMon Paid by chs pony of the mccond rl.,doij hereby prancand releave unto he pa or the mompil hart,the hilm or nuc�tmiari apd"IgGi I the party or the mecMd pan rnmvr,, C) ALL that Lvrs4in plat,,plem',or 4 e or load,with the huffdlql'o,nd iniomments thereon emla 011uhlelyins Gild hiLoiln the Townjef Southold, County of suffalk and State of Now York, bounded and doicrilbod as follows- or BEGINNING at 0 fftnumant on tho wowtorly oldo of Cox, Nock read'dintahi 829-57 f6t 56"h Of the 110uthOKY GICIO'of Borgsm Aiearluo. Which avid point of hojinning is'also,tho northeasterly dorrior of land of c RUNNING THENCE froni cold point Of bQ9111111119 and along sold land of Chudlak, South 78 dogriaed,ta min,utas 30,fificeltdq ftat, 1 to,67 fiat to a manu;Aonj �, Iliad of Lindy; and THENCE blong said land of Lindsay Northil; degreas 4S minutes 50 s4ionak East. 139.42'foot to a manyinent and land of, Chuchman; THENCE along cold land of Chuchmart North 74 dt4reez, 16 Ininksta's 30 2111conds Eflut- 152,05 (Got to 0 m0nuift6ht and,the westarly aide of Cox'Nitak Road; THENCE allonq that westerly side of Coft x Nock road South 15 r'noo 43 minutes30 moonds East 151,151 feat to tits point or PIM of BEGINNING, SAID PREMISES BEING KNOWN AS 2755 Cox Nock Road, Mottituck, Now York, 11111WIG6THIE SAME�PREMItES convoyeei to the party of tho fly key part � Dead dot*d clob Rock 42 or 3rd. 1987 and recorded on, NOY4"or 13th, 1957 in LlbQr 10469. WKW17HERwith all dgbi, panyorthe OMI,pan in and joanylktrett,And 10arb dhlflkl"gi the olim' fibred p=l.-u to Ike cooler lines Ikoro4 TOGETHER %jib the Fner(am"and All the olmig ora! rishm ol"Ibc piny or'the lint pmt in iiad to sold proration;To A"VE AND,TO HOLD the prentives herel ranted WO the party of the mond part,the helm or m succossand imigns o(thc party cif the aggoupg1l(arev", AND the party or the 11raian cornflitb lbot the rmiyof the Ant pan hm nw darn"or' n mured anything f wh,mby the said premises halve been cm-urahtted n ajjy'wa�whatever,oxmi iharorcomid. party,01 2011 lint part wtil rective the smmldmttqn,rq thin cogwyahcj gr4 will bnlit The fight to melve'tuch 0,06"Went0on 0%utrikAl mad to tic applied 11ml for the purpait ofpAyinathe cast ray the irnpto+rrmcttt and 141 apply the mirat flim, In the paMoitt or the haat of the imprumeragnt belomuallis any Pett"of the local Ito word "Puny %ball,tre con"ed al% Ir It food'paffW'Whenever the tonse of dkis indenture so IN Wt 3S WHEREOF,theorty offt fitit pilin ha's duly oxecult:4 6[1 eked the djy mail ytir firlt INPI up JUMN NESK-WI, t........... Page 13 ST-39895 Liability hereunder is limited to $25, 000 . 00 . ABSTRAFPORA' By: Thomas J. Turano Senior Vice President Sworn before me on this day of August 31, 2020 . State of New York ) County of Nassau ) ss : On the 21St day of September, 2020 before me personally came Thomas J. Turano to me known to be the individual who executed the foregoing single and separate search, and acknowledge that he 'executed the same as Senior Vice President of Abstracts, Incorporated. NOTARY PUBLIC �f►Pte,SIM�'�I lrlw 11bIU , N0.0/1UQ�0101r , . Gw W#ed in&ft&Cau* CownMkxi ExOms FeWumy,10.202 1 �1 guFF04 Town of Southold 3/12/2021 53095 Main Rd C„ x Southold,New York 11971 o •w 631-765-1802 ®1 �ad0 COMPLAINT To: Tsounis, Nicholas Complaint#: 2021-832 57-17 256th St SCTM#: 113.-7-10 Little Neck,NY 11362 Follow-up Inspection Date: 1/1/1900 Location: 2415 Cox Neck Rd PLEASE TAKE NOTICE, a complaint has been registered against the location described above, in that the above named individual(s) did commit or permit to occur the following offense: "improper drainage mitigation" This condition constitutes a violation of: When on 1/1/1900,I did observe the following: On 3/2/2012 APB observed evidence that mud from the construction site had washed out onto the public ROW. At the time of my inspection, there was no mud. I spoke to the complainant's wife,who stated that she would advise her husband that I had This property will be re-inspected for compliance on: 1/1/1900 Arthur Bloom SURVEY OF PROPERTY SITUATE MATTITUCK Vol TOWN OF SOUTHOLD Go A SUFFOLK COUNTY, NEW YORK Big S.C. TAX No. 1000- 113-07- 10 0 IVI,It DARpAENNANx� NG a�SAD T SCALE 1 "=40' 1419DER & owa"GwA� /� / v1 SEPTEMBER 17, 2020 us6 10�30,01 pl�1NF1 y� v: yJF�"'-pt1L N '�•16��0„ ��/ OIR AREA = 19,328 23.0 � / / .::.:.:.J 0.444 ac. 0 25' RIGHT OF WAY ,�� .`:':`'`�•�.. '"Q TEST HOLE DATAA TIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Z vi/ i / T�. C1 TEST HOLE DUG BY NATHAN T. CORWIN Ifl LSI ON SEPTEMBER 20, 2020 EXISTING ELEVATIONS ARE SHOWN THUS: --- G EXISTING CONTOUR LINES ARE SHOWN THUS:---- ( - N:.... n / 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. Z rG �4b' ••• Y f, ` j G EL 12.2' t TANK; 8' DIA. 4' LIQUID DEPTH t br. r N a 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 3 POOLS; 8' DIA. X 4' DEEP 0.:�..1 �..... ' Z BROWN SILTY SAND (SM) PROPOSED SOX FUTURE EXPANSION POOL :t:c>q .:.:.:.::.'>.:: „`.`, ! u� to� o C� r ::. N y173 0 4' ®PROPOSED 8' DU. X 4' DEEP LEACHING POOL 2� o rn Z` O. 'O 12.0 PROPOSED 1,250 GALLON SEPTIC TANK N 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 501E STOCKPILE { G��G L PALE BROWN FINE TO MEDIUM SAND (SP) OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �^� l�'�] €•�✓' 6 � �� , DItAINAC. W.YS Y r('m a TION • DRIVEWAY AREA: 700 aq. ft 115 •a5 EL. 4.7' 7.5, 700 sq. ft. X 0.17 = 119 cu. ft. HIGHEST EXPECTED GROUND WATER 119 cu. ft. 42.2 = 2.8 vertical ft. of 8' dia. leaching pool required n N J apt 9�P�y .E� TEST WELL N0. USGS 40502407 'S t Ot 39269 t PROVIDE (t) 8' dia. X 3' high STORM DRAIN POOLS aD c"� -3 R1-�`M"� -3 / EL. 1.7' ROOF AREA: 1,950 sq. ft. ` / wNG 10.5' 1,950 sq. ft. X 0.17 - 332 cu, ft. 0 '� / OWE UC Wp1 TEST HOLE GROUND WATER WATER IN PALE BROWN 332 cu. ft. / 42.2 = 7.9 vertical ft. of 8' dia. leaching N p13b p pool required G 12.5 .�6'�j� / USFS � TO MEDIUM SAND (SP) PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS � S 7 N/roT O AKIS PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:(r ' J ,(OFT FOTAgIS PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: & MAR PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) F.FL 18.0' TOP Bk 4' DEEPSHED GRADE PRECAST REINFORCED CONCRETE COVE ' ' BURIED 1' DEEP min. 2' DEEP maxdia. LOCKING, WATERTIGHT & INSECT PROOF FINISH GRADE ST IRON COVER TO GRADE Ems' - NOTES: LFANOUT 20'miO'min. MIN. 4' dia. t TOP EL 12.4' TO BE USED WHERE TOPSOIL IS NECESSARY FOR TOP ELEV. APPROVED PIPE 3 REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIOiiS APPPrrROVED O D PIP 6� 8 TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL BE DRY AND STABLE. INV MIN. 4 dia. 3' CLEAN VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. APPROVED PIPE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH 2'4' /4'/t' I RT " 4" d'O' SANDPERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PITCHED 1 ELEV.•12,L INVERT ; CROSSOVER COLLARPILE SHALL BE SURROUNDED WITH EITHER SILT' Ems• �- �- PIPE STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, FAQ AND REQUIRED PERIOD OF USE. VEGETATION OR COVERED. a STABILIZE ENTIRE PILE 2 d ,. ro WITH VEGETATION OR COVER + v W W SLOPE OR LESS _SEPTIC TANK (1) I BOTTOM--� -HIGHESTEXPECTED GROUND WATER ELEV..Z.Z 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,250 GALLONS. ELEV.AZ w v l y y y I 1 TANK; 8' DIA., 4' LIQUID DEPTH 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pal AT 26 DAYS. LEACHING POOLS 3 ,y ,l• ,y ,y ,y 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. W W W W W W •Y .V •Y ,V ,y ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3 POOLS; 4' DEEP, 8' dia. L I Y Y Y W 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/47 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. W W W W W W W 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. STORMWATER MANAGEMENT TES- STRAW BALES OR SILT FENCE TYPICAL STORMWATER UNIT SOIL STOCKPILE (TOPS TO BE TRAFFIC BEARING) t. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION (NOT TO SCALE) (NOT TO SCALE) MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, CAST IRON INLET FRAME & COVER (FLOCKHART/63518 TYPE 6840) A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF FINISHED GRADE OR 6'THICK REINFORCED CONIC. COVER U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING 36' HIGH POLE (MIJc.) B. TRAFFIC BEARING SLAB 1'-0' AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. STEEL OR WOOD POST (max.) THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL ,+ FLOW DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS PIPE FROM ROOF GUTTERS TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE So MIN. B'-0" SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE SCREEN IS REMOVED. ` �;� PREPARED IN ACCORDANCE WITH THE MINIMUM 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, I HAY BALES AND/OR CRUSHED 3/4' - 1-1/2' STONE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED SILT FENCING ALL AROUND BY THE LI.A.LS. AND APPROVED AND ADOPTED A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL as I 'IY;I�' a BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT i B SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES FOR SUCH USE BY THE NEW YORK STATE LAND = LEACHING RINGS TITLE ASSOCIATION. T' REINFORCED PRECAST CONIC. SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS 4' x 6' TRENCH INFO PSI P 28 DAYS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED I Qc 3'-0' , / COMPACTED 3'-0' AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE W BACKFILL (min.) 4" (min.) �r OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES O -------------------------- SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED 111 N rltsNc I a y. . UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. (SOT TO SCALE) 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. o t yl 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ; =, ON THE PROPOSED RESIDENCE. STEEL OR WOOD GROUND WATER 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. I HAY BALES AND/OR EXTRA STRENGTH FILTER FABRIC POST(TYP•) - 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS SILT FENCING IEQ'D. WITHOUT WIRE MESH SUPPORT t fl OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF F to' MAX. O.C. SPACING FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. PLAN VIEW W/WIRE SUPPORT FENCE o 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 8• MAX. G.C. SPACING % N.Y.S. Lic. No. 50467 W/O WIRE SUPPORT FENCE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW I '.;;a� _ -- UNAUTHORIZED ALTERATION OR ADDITION r`" +'' fr IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF " f TO THIS SURVEY T A VIOLATION DI FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, POSTING GRADE 'N••• r.;;� ' TtA�f SECTION 7209 OF THE NEW YORK STATE WHICHEVER IS FIRST. MULCH SHALL IF MAINTAINED UNTIL I SUITABLE ROAD I y �=-�;•'�_ EDUCATION LAW. Nathan VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE DI .:.. Taft Corwin III ;.:.thy:,�..: TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING I HAY BALES AND/OR COPIES OF THIS SURVEY MAP NOT BEARING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION I SILT FENCING •ATTACH flLTER fA9RIC SECURELY THE LAND SURVEYOR'S INKED SEAL OR TO UP CONSTRUCTION EfJTRANCE BASE QFNSTREAM SIDE OF POST EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Survey o r AND GROWTH. COMPACTED 3/4 STONE BED TO BE A VALID TRUE COPY. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA OR N.Y.S. D.O.T.APPROVED R.CA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER FILL TO 18' MIN. ABOVE EXISTING THAN 1 SQUARE FOOT IN SIZE. GRADE TO ALLOW FOR DRAINAGE , a SILT FENCE DETAIL CERTIFICATIONS INDICATED HEREON SHALL RUN NOT To SCALE ONLY TO THE PERSON FOR WHOM THE SURVEY 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR CROSS SECTION IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF TITLE COMPANY, GOVERNMENTAL AGENCY AND y J. Isaksen, Jr. L.S. OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO TEMPORARY CONSTRUCTION NTRa .A' MAXIMI SILT FEN:E SHALL BE PLACED PARALLEL AI SLOPE NCE AFTER TO LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. EACH MAXIMIZE PM EVINDIWT AND REMOVE EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER TO THE ASSIGNEES OF THE LENDING INSTI- R ROAD. ANON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, (NOT TO SCALE) SEDIMENT SH LLLBE DEPOSITED TO ANMAREA ENT tTHAT WILL NOT ALLOW OBD TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. OFF-SITE TRANSPORT. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road ANY, NOT SHOWN ARE NOT GUARANTEED. P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 40-240 i f NOTEt- ' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:.XLx EXISTING CONTOUR LINES ARE SHOWN THUS:---�--- SURVEY OF PROPERTY 2. MINIMUM SEPTIC TANK CAPACITIES FORA 4 BEDROOM HOUSE IS 1,250 GALLONS. C ( 1 TANK; B' DIA. 4' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. SITUATE A3 POOLS; 8' DIA. X 4' DEEP PROPOSED 50X FUTURE EXPANSION POOL MATTITUCK �gGx� ®PROPOSED 8' DIA TOWN OF SOUTHOLD X 4' DEEP LEACHING POOL SUFFOLK COUNTY, NEW YORK ! ) PROPOSED 1,250 GALLON SEPTIC TANK N1�NDEgLITER ,� /, rN o 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD S.C. TAX No. 000-1,13-07-10 DAggE A iINDEgL X51 13 / ^ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. SCALE 1 =4O & DAN OwEyC WP R ` 1 2 DRa7NAGE- SYSTEM CALCULATIONS: SEPTEMBER 17, 2020 USES pUBU / // // N F DRI700 A q. ff. X Y AREA: 7017 q= 1119 cu. ff. / 119 cu. ft. / 42.2 = 2.8 vertical ft. of 8' dia. leaching pool required U1 PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOLS UL ROOF AREA: 1,950 sq. ft. AREA = 19,328 sq. ff. ?j0 / / 1,950 sq. ft. X 0.17 = 332 cu. ft. 0.444 cc. N !4 1 �`•��I W c 332 cu. ft. / 42.2 = 7.9 vertical ff. of 8' dia. leaching pool required ky-�7 O+ PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS i 23.0 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: �� �� co� ,25' RICK? j' SAY PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: 01 a rr�01* SUFFOLK COUNT`f DEPARTMENT OF HEALTH SERVICES Y o�r� o 00 PERMIT FOR APPPov, L OI CON51 RtJC76®N FOR A o oo`z`c`I'� I mm S!N G L E IFFIAw m7 P%9IOiNGG ONLY r VA ,�C / 3S O' �R v Q.v� w NnE NOV ] 9 2029 i y c d �\ O 1251 �!'ATE g ('� i`e� 0 St V-1 > �x ! ��✓ /E a5, FOR MAXIM OL'' BEDROOMS ;� EXPIRES THRE `DEARS t= OPS DATE OF APPROVAL o'UA 0 U j 12.5 ��6+g0/ OSVS Pu 0/F IS, � s 0 FOFOTAKIIs TEST HOLE DATA ,(Oft pS FOTAIC (TEST HOLE DUG BY NATHAN T. CORWIN ill. L.S. ON SEPTEMBER 20, 2020) OCT R & MA EL. 12.2' 0' N SILTY SAND (SM) y� PROPOSED SEPTIC SYSTEM DETAIL BROWPREPAPEO IN ACCORDANCE WITH THE STANDARDS FOR T:' �AS ESABUSHFD ' HOUSE (NOT TO SCALE) 4' FBY OR E LIASE ND EW AND A�TEO N F.FL 18.0' TOP BURIED Tm.E ASso 14'1 ..`�" 4' DEEP max. FINISHED GRADE _ 0 ELEV. FINISH GRADECZ> t f PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT & INSECT PROOF ELEV. 14.0' PALE BROWN FINE TO MEDIUM SAND (SP) $-��� C'0 BURIED 1' DEEP min. 2' DEEP max. ///-CAST IRON COVER TO GRADE JVERT # MIN. 4" dia. d TOP EL 12.4--,,, 3 0 s Al kc LEANOUT 20"min. �+• '� TOP ELEAPPROVED PIPE ' ? ,•�:•i ;, a PITCHED 1/8'/1' 8" 8 EL. 4.7' 7.5' o —3' CLEAN HIGHEST EXPECTED GROUND WATER " Y' MIN. 4' dia. 4' dia. INV. EL APPROVED PIPE m w ` ROSSOVER CONLUIRTEST WELL No. USGS 405924072321501 S 39269.1 C� a124' PITCHED 1/4'/1' INVERT ° _ PIPE ELEVELEV. 116' EL. 1.7' 10.5'FLOW $ TEST HOLE GROUND WATER `+7 �yG _j 1Y.S Lim. No. 50467 BAFFLE WATER IN PALE BROWN f a_ • r - G e r„ - TO MEDIUM SAND (SP) UNAUTHORIZED ALTERATION TI ADDTIION Nathan _ '66f\A/1�'1 'I' TO THIS SURVEY IS A NOLATON OF SECTION 7209 OF THE NEW YORK STATE BO8T0� 3 -LEV.ST EXPECTED GROUND WATER EDUCTION LAW. ■ �� ■ Surveyor' SEPTIC TANK C1) ELrv. zz ? �' �`Z THEILANDFSUIRVEYORSURVEY S INMAP NOT KED SERI OR INC Land 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,250 GALLONS. - _ EMBOSSED SEAL SHALL NOT BE CONSIDERED 1 TANK; 8' DIA., 4' LIQUID DEPTH _ To BE A VAUD TRUE COPY. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. LEACHING POOLS 3 CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HC;USE IS 300 sq ft SIDEWALL AREA. IS PREPARED,AND ON HIS BEHALF TO THE 3 POOLS; 4' DEEP, 8' dia. TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LENDING INSTITUTION USTED HEREON,AND 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSn- 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4') LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. - TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PFA GRAVEL. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRI:rE (OR EQUAL). 6 A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND W\TER UNE SHALL BE MAINTAINED. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS Sh4LL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I i SURVEY OF PROPERTY L � ( SITUATE MATTITUCK an da� bnTOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 1 13-07- 10 �ZC SCALE 1 =40 B� SEPTEMBER 17, 2020 N/o/ gLITEg JANUARY 18, 2021 FOUNDATION LOCATION IF)I Eg DAftR A HID NgLIT ,51 -15• & DAN USE pP°B C WA R LA O f .t6'3�" �NCEpbN \� w AREA = 19,328 sq. ft. 1� �E \\ \oV G 0.444 ac. l �cE°A'N., 2p•0 o x i CO� 25' RIGHT OF WAY CERTIFIED TO: 153 HERRICKS LLC o y p ABSTRACTS INCORPORATED S TITLE No. 563—S-15079 0 FIRST AMERICAN TITLE INSURANCE COMPANY g.0 Apv y i O Z O o o S BO G 3p zd :n O 7. c Zo ac \ RpWEEs 153 PREPARED-INIA - N HE MINIMUM STANDARD-FORCCORWCE WITH T ESTABLISHED O� T(tA BY SUCH% .SAND:p 1,RpvO AICD.AOO LA D .0 N. 01.414 11'A �ts�o'" A�*� 1iR `ij$�gy�aH EW4ro x TE LAND I(ogAgKos 1 TRLE� 4F� C0 $c ® �a T 67 N.Y.S. Lic. No. 50467 �n UNAUTHORIZED ALTERATION ADDITION Corwin III SE THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Surveyor EDUCATION LAW. EY COPIES OF THIS SURVEY MAP NOT BEARING Land THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD 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 LISTED HEREON,AND To THE ASSIGNEES OF THE LENDING INSn- 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 1566 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 cr CD Cl) cn C= 0 cz 0 CD =14 n SURVEY OF PROP4TY SR0 00 CD C=) Q CX 26 0 --% ;U 0 SIT UA TE-&,,,-, -n �j' �-j 0 M?l 0 R )A MATTIT0r-C--,-K- , > 71- Z7 0 tiC1 TOWN OF SOUTHOLD `- -- (D SUFFOLK COUNTY, NEW YORK "' R t- PV 6 S.C. TAX No. 1000- 113-07- 10 Z SCALE 1 =402 S 3_ SEPTEMBER 17, 2020 `-ii is .5 0 NIOIF 1�jtjffgft JANUARY 18, 2021 FOUNDATION LOCATION CD 0 - 11.1 IND FItLITER ;a'18 ;q APRIL 21 , 2021 FINAL SURVEY 3 0 _r "Itp-gN Ln 0 Cn DAN SEIERGR0 Ca Lp. 0 m A l 14�6+3� FENCEo.SN \\ o AREA = 19,328 sq. ft. 0 g! 0.444 ac. Cr Go NGE 0.0% JQQ 0 V, 25' *RIGHT OF WAY CERTIFIED TO: -f- Ey, .AuRe 153 HERRICKS LLC .01 LA (1� A_ ABSTRACTS INCORPORATED a era S-� 7� TITLE No. 563-S-15079 90 0 xll� a un '-'3 FIRST AMERICAN TITLE INSURANCE COMPANY -5.r 0 LOAN FUNDER, c/o SUPERIOR LOAN SERVICING, ISAOA/ATIMA 0 TITLE No. 563—S-15079 % Bo cI 'A0 2.5' SEPTIC SYSTEM TIE MEASUREMENTS .`E in irm ua,0 So 1 0 q ,(m HOUSE HOUSE o C7C . ., 0 W Ln 0 CORNER CORNER QB q� SEPTIC TANK T COVER P PTIC !OOL 31' 45.6' 0;510 COVER 0,0 LEACHING POOL 0 to-S.-.e- COV 1 35.6' 55' Ik COVER I LEACHING POOL C 'oh 16 ;A.., 0 a COVER 2 46' 45' LEACH COVERING POOL 42.6' 33' Lin a 0 -0 n OZ LA ?0 DOL� \V ROCKS 't-. _3 A O PREPARED IN D CE 6' 0 F&W��E MINIMUM I EYS ESTABLISHED F� ': -7 A7 _11Y TFi &LCg &AFt? OV P AND ADOPTED ILM K STATE LAND FOKIS E T9LEoi19SSOCLr3 'It o�F 14 FOTO TA91S S 1% J014 I(OR14FLIAS FFOOTA91 gKO MA 1 6r ti N.Y.S. Lic. No. 50467 SECTION 7209 OF THE NEW YORK STATE Corwin III UNALTIHORIZED ALTERATION OR ADDITION TO THIS SURVEY Is A VIOLAMN OF Nathan t-af EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD 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 LS IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND rifle 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 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 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 YORKATE workers'Compensation CERTIFICATE OF INSURANCE COVERAGE ST Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier la.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 Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number 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 Southhold,NY 11971 3c.Policy effective period 12/18/2019 to 12/17/2021 4. Policy provides the following benefits: ❑X 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. E] 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 carver referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 10/6/2020 By lwge (Signature of insurance carrier's authonzed 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 513 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 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 4C or 5B of Parc 1 has 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 with respect to all of his/her 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. DI3-120.1 (10-17) 1IIlIIIP!'!1°1°2'0°111""'('1'°0'°'1'7)"1111111 17- \\ NYSI F New York State Insurance Fund 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D � AAAAAA 461989045 NORTH FRANKLIN BROKERAGE , 13 NORTH FRANKLIN STREET HEMPSTEAD NY 11550 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CUBIAS CONSTRUCTION CORP TOWN OF SOUTHOLD 76 GARDNER AVE 53095 ROUTE 25 HICKSVILLE NY 11801 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2462 539-4 656200 01/24/2020 TO 01124/2021 10/6/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2462 539-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT NOEMI LOPEZ TORRES CUBIAS CONSTRUCTION CORP ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 190125258 U-26.3 -ACOR -,M CERTIFICATE OF LIABILITY INSURANCE °10/30/20 0) 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 CUBIAS CONSTRUCTION CORP INSURER 76 GARDNER AVE INSURERC HICKSVILLE, NY 11801 INSURER 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 ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR RD TYPE OF INSURANCE POLICY NUMBER DA E DD DTE M DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DA AGE 0RENTET A ✓ COMMERCIALGENERAL LIABILITY PREMSES(Eaoccurence $100,000 OCCUR MED EXP(Any one person) $5,000 CLAIMS MADE ❑✓ SKP2007842 10 10/21/20 10/21/21 PERSONAL&ADV INJURY $1,000,000 GENERALAGGREGATE $2,000,000 GEN'LAGGREGATE,LIMIT APPLIES PER -PRODUCTS-COMP/OP AGG $2,000,000 ✓ POLICY jR0 LOC ECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Ea accident) $ ALL OW NED AUTOS BODILY INJURY SCHEDULEDAUTOS (Per person) $ HIREDAUTOS ' BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EAACCIDENT $ ANYAUTO OTHERTHAN EAACC $ AUTO ONLY AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR FICLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION , $ $ WORKERS COMPENSATION AND IW CSTATU- OTH- EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETORIPARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? E L DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below EL DISEASE-POLICY LIMIT 1$ 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 1 179 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Sothold, NY 11971 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 1;?04, ACORD 25(2001/08) ©ACORD CORPORATION 1988 HIM 10 -c 1 (—�bt t �.q y, el __ _ ! _— r_ - -'-- - �s ���'tel�•Sf���'d►.' > 1 t M - c f- "r 9> ! u / 4 IV er - ---- ------ X I --• -------_-_._ __.__.. 1 ���_._ . tf �x Imo•- �'�)�M t� ,, ,ra —T.� --- --�__ ��-z�,��'S;. -��- ----- '.�-__� --- _ �[,.C��+ \10 .- /�'f-�%� ;1 %,% z-f-7 F,AT t...• 0�../ "P ,; =. V' r �► a J/ `( (fl< S� z 7 / x /4 a`.QC lF` f vvXXIO. N � b SNoW �• •, ` �, � '0 � �f M � � I � 0 � Flo � r - ' A- rM 14e -� 0 � � �� � � �, . • r ;® ^ �� �., �-f- 1 ?lig °.� ?� owl et0-1 b d�Ptf? .�l�C/O /1�Ci/Cs x {;I D V ,, �.-�. .._...--. _....�..... y .�.-,---•---- /���� 7' VD =t;? F mill a tl Q i a _f�sir-ego v15' _ — I Fl / - �` /n j` c � (- . sl� cam- , x to "VFr � , ( \ ! •1 "' aJz.,8 01 rt;- 10 R) o , 'moi vl �� !AO •�C�/o L/ roc,c �� / .r✓er;� p Tt�ot� �'w7/ �' { Vc.. gF.v e° 41 { :=r--/4-1 ) i / ACV qclo) • 1% 1 _ Tt� A - 1 r, �G= r -- -_. - r y______ of � r tl > P �tS pz[ jter(- � a��„� �•Ism �'"�* � N 1 •( 7777-717- 01 40' . w 1 - f _ t� /s' ol f � Az I L I / �e✓y�r,� I I I � , — r .. - �( E y��orA __ �� ti oo — — 1—_, ti� ��� RAY DON ER, ARCHITECT DRAWING NO: k - ------ _ ARCHITECTURAL DESIGN ° --- INTERUM DESIGN DATA. I + W PLANNING X DEVELOPMENT RE=SIDENTIAL-COMMERCIAL�INDUSTRIAL 95 RICHMOND AVENUE _ N cI�9TNo 02A3 ��� S. AMITYVILLE, NEW YORK 11701 REVISIONS: 7— /G" L.,�(//.�7—/ /e�.� ` ® F Of NO y (631)691-1718 FAX (631)691-1718 /�AM44b 4•/7 EMAIL: R.DARCHlTECT@YAHOO,COM Ind`SW+S`C7c�71BC82�fMTC1i�7Je�pNeYAatl�l� ���'�Q'®'�'1���'�nFPSeIMk'Ra�hM�P19sFeMM ''I�RMII�'#RE2 .. � � � . • l w"Mummom"al OWN 00, 471, ,. A 10 4 n ' oll �► BASEMENTWELLAR -- • 4"CONCRETE SLAB REINFO Ell 147661010 AVELDED WIRE FABRIC OVER 6 MIL VAPOR ARRIER OVER COMPACTED FILL. H INSTALL 5/8"TI'PE`X'GYPSUAZ 47,q 4BOARD TO CEILING a FURNACE AREA.tl � t��J1X. Q ,Pctw- - r ' r \` 41 \0 I Fa a j y� • ~! 3%x"DIA11'1ETER`LALLY'COLII�41N ON 2'-6" x2'-6" x 18" THICK `� Q • �' 1 Q POURED CONCRETE FOOTING W/(3)#4 BARS EACH WAY. SECURE � • O 1h a 11 1 COLUMN TO FOOTING WITH 1/i"X 12"X 12"STE r L PLATE BOLTED � w ° M`+,� TO FOOTING 1'I'/(4)'/"X 8"ANCHOR BOLTS. _ � � � ♦ • � v , , tet... t-a�r � 40 t"�1-� A _ a f El ti - 6 f Q� • �' Ito , ----- ------------------------ ------ -- --SLAB ON GRADE ------ -- :. ---- --— ---- -- - - _. 4 CONCRETE SLAB REINTORCED«/661010 WELDED WIRE FABRIC OVER _- 6 A1IL VAPOR BARRIER OVER COMPACTED FILL. AT GARAGE,PITCH 4"TO ,,.• �' OVERHEAD DOOR. AT PORCH,DROP T.O.SLAB 4"BELOW FINISHED FLOOR. ---- ---------- ' ---------- I I ' x , - E- i reg - • mm � l : �-��� �►x ����K tea'. M,or-r�rdc.,� D A ND 0 ORAY O������4 ARCHITECTURAL AL ARCHITECT IGN DRAWING NO: �• �� INTERIOR DESIGN 1 v` _ ---------- - - -- r REST TRIAL � �' Q �- PLANNING DEVELOPMENT RESIDENTIAL-CO MERCIAL-INDUSTRIAL S _• -•.:- ---._ -._ cI'� ti 0�` RICHMOND AVENUE REVISIONS: 95 q� 0243 �Q� S. AMITYVILLE, NEWYORK 11701 i F - (631)691-1718 FAX (631)691-1718 ,,�,, !,✓lei fc f c I r NES EMAIL: RDARCHITECT@YAHOO,COM I � t . . ,.. . : --- - - .. .._ --- --_.---.. ... .. .. - ' - - - . A '� ((�L:I�iI+JIC�AL NOTES: Ci A Table 3,1 Nailing Schedule 1. THI?SE I)RAWINGS IIAVE 13EEN PREPARED BY THE UNDERSIGNED&TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE,BELIEF& ! t.'; Number of Naamber of PROFESSIONAL JUDGMENT ARE iN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. R301.1.1 DESIGN CRITERIA ' n CommonNalls HoxNails I NallSpaclrtg Table 3.5A Top ail ottom Plate to stud Lateral Connections IN ACCORDANCE WITH THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAN'IILY Joint Descrlptlo X OS ure ,,:., . ". , : .;10 ' _. cx for Wlnd Loads DWEI.LiNG .;;::.„<, IInMIFIG:.,, ir_i S(R 1'Clid)2018 EDITION, �;,' CTRICAL Rafter to To Plate Toe-milled (see Table MA) +Isee Table MA per rafter (Prescrlptfve Alternative to Table 3.5) (N`�R�C'Tl®� REQ�BRE� 2. ARCIIFITCT'IiAS NOT BEEN RL'T'AiNED FOR SUPER\ISION OF PROJECT;OR DESIGN OF ELECTRIC APPROVED AS NOTED AL,HEATING,VENTII.ATIUN,ATR Ce11Ing loot so Top Plate(Tee-nailed)• (see Table 3.4A) (see Table 3.4A) each lap CONDITIONING OR PLUMBING WORK. LICENSED CONTRACTORS TO INSTALL WORK IN ACCORDANCE WITH 2020 NYS BUILDING, [elling lolst to Parallel Ratter(Face-nalled) (see Table 3.9A) (sae Table 3.9A) each lap telling Joist Laps over Partitions(race-nailed) (see Table 3.9A) Isee Table 3.9A) each lap _ - Collar Halo Raher(Face-nailed) Isee Table 3.6 see Table 3.6 per tie 700-yr.Wind Speed 1'LUM131M I,N4ECHANiCAL AICD FUEL,GAS CODES. 1 1 110 115 12�; 130 140 150 160 170 180 195 DATE: 3 B.P.# I Blocking to Raher r(End-nal 2-sd 2-1od each end 3-secmld gust(mph) 3. CONCR I';fl \YORK SITALJ.CONFORM T'O'T)IE 2020 RESIDENTIAL.CODE OF NYS CHAPTER 4 SECTION R402,R403 AND TABLE R402.2. Rlm Board tD Rafter(End-nailed) 2-I6d, 3-I6d each end Stud yn•::,- .t:,,..t,e_t':s� ,..,h.�'.. '•:.;!r '! L RIMING, i?-',..,.,,,,:,,.,, s,S:;�„"sn•;:e':!1:::,. E �C `t r �' l F E. B TTEr\R FOf(NDA"('ION SI'ST'EN'i ON L1N0[ST'LIRBED SOIL,MIN.SOIL BEARING CAPACITY OF 2,000 CSF.. STEP CONCRETE FOOTINGS& ,,,,.-.:• s[+r;rLcr-,s,::... ..t .a..r,,..a..- .TWA L F ._r;,;.-r.;:F,e:;!.�,;r:..,._ .. Spacing Wall Height(ft) Required Number of I6d Common Halls or 40d Box Halls per Stud to Plate Cannectlonr'= PO[1NDA'I'ION 14JAL,LS AS I2E(1L BREI). C'ONCKETE PROTECTION POR REINFORCING TO BE AT Ll;_AST 3". Top Plate to Top Plate(Face-nailed) 2-16,1 .2-16d per foot (In) . NOTIFY BUILDING ^-°" Top Plates at Intersections(Face-nalled) 4-16d 5.16d joints-each side L:_: /,RTMENT AT stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. - s z z z z z z z z z z 765-1802 8 AM TO °M FOR THE i d 4. FiNiSHED GRADE SIi V_J_PROVIDE POSITIVE'DRAINAGE AWAY FROM BUILDING&NOT ONTO NEIGHBORING PROPERTIES.. Header to Header(Face-nailed) I6d I6d 16"a.c,along edges 16 10 2 2 2 2 .2 2 2 2 2 3 FOLLOMNG INSPECTII)Ns: LUMBER CERTIFI ON _. �..,._.,.__. .__.__-. ___.____.____.._-__.. _. Top orBattomPlatetoStud IEnd-nalled) (see Table MAI Isee Table MAI perstud ; I 1. FOUNDATION - TV'V�.) riCOUIRED /V L CAT/ 5. JOISTS,STUDS,BLOCKING&BRACING SHALL BE I-IEM-FII2#2 OR BETTER,FV=70 PSI,FB=850 PSI,E=1,100,000 PSI.. ALL SAWN BEAMS, Table A 3.1i Ridge Tension Strap Connection Requirements for Expo sure o I IIL'ADERS,POSTS&GiRDERS,4"NOMiN:L,SHALL BE DOUGLAS FIR-LARCH#2,FV=85 PSI,FB-825 PSI,E-1,400,000 PSI.. PARALLAM Botton}.Plate to Floor)olst,BandJolst,End)olst 2-I6d''' 2-I6d''' per foot OU �+ _ ` orBleeking(Face-nailed) Wlnd .. .,y„ t ;,e;r,,,+:,;.,, 1'k, !,;.. FVII POURED 1,��"" ETE CERT FAD ENT BEFr�{��` "DESIC)N CRI"fL'RIA:FB=2800 I'SI,FV=290 PSI, E=2 OD0,000. Ii4ICROLLAI`IS&P.ARALLAMS SIIALL BE'TRUS-JOIST IiIACMILLAN ORE AI n, sg(� _ :.: ..• conn • ,,....:., (.., ( f,::.Av;,, ..�`�26,:y,_�+,•:. ..., ,: .,.t:.n°'i.i.:°:t'i�',14 Q vt:f'.r.,::1•+:t:,.-I:;,;<:,,.,.:,:,•.T.•-•.,:k,:.__;:?•.:a:a:t,3:::FLooaFnAMlrc�: ;;c'-rE :vi,4r '•:l:'..rr::•r<F.'.. (PrescriptiveAlternativetoTable3.6) Y 2. ROUGH - FRAMiNG & PLUMBING ATE OFOCCUP u lolst to 5111,Top Plate orGlyder Toe-nailed) 4-8d 4-IOd per)oist Dead Load Assam tions:Roof/C,ellin Assernbl DL=15 sf ANS! . .. AL1.T'O HE 1NST:U.LEO fN ACCORDANCI WITH N4ANUFACTURERS SPECIFICATIONS&DETAILS. ' 3. INSULATION 1 1 SOLDE/q OSED//�/ Blocking to Joist(Tae-nalled) ( 2-8d 2-IOd Bath end P g Y P 4. FINAL - CONS''Rii 'T' IIS MUST SUPPLY WA TER 6. Ai•I.120UGH FRAMING MEMBERS SHALL BE FRAMED,ANCHORED&BRACED SO AS TO DEVELOP THE STRENGTH,RIGIDITY Blacking to Joist(Toe-nalled) 2-sd '2-10d each end 700-yr.Wind Speed SYST r IN'1'E(iR i'i'I'FOR'CITE PURPOSE TN WITICI-I THEY ART:USED- NAILING CONNECTIONS SHALL BE IN ACCORDANCE WITH NAILING Blocking to 5111 or Top Plate(Toe-nalledl 3-I6d 4-16d each block 3-second gust(mph) 110 115 (lIC` 130 140 150 160 1T0 ]8a 195 EM CANNJ ' BE COMPLE7:_ r_)R C ). EXCEED , SCTTED[tL.E,T,113L.E 3.1 OF'I'TTE lArPCN4 2018 EDITION. Ledger Single team m(Toe-nale 3-I6d 4-I6d eperjoist Hoof Span � ALL CONSTRUCTI',,f� SF,ALL MEET THE 2�f4 OF f% LF4 r) � � � ` lolst on Ledger to Beam(Toe-nalled) 3-ed 3-IOd er gist I Roof Pitch Number of Bd Common Nails or lad Box Nails In each end or 1-1)/4"Strap'•e,s.s.s•s,s Band Joist to Joist(End-nalled) 3-I6d 4-]6d per IDDt 1 _.___ -______ 7, AL1.,S'1'RUC['URAL ST'EET_,CONNL'C'I'iONS ShIALL.BE'SI1bIPSON'AND/ORE UAL. • Bend lolst to 5111 or Top Plate(Toe-nalled) I-I6d 3-I6d per foot 12 1 1 1 2 2 2 -- `�': --3 q ' ---� REQUIREMENTS OF Tr�E CODES OF NEW :-.i,w..„ ya•:,:{:.��:.•,,:.. :::',:'n3:A: s',t:sie -v7- "t t,i"..c; -:g.t- t,a,•;;: j,t. - .. . .. .n �t(.,r;n�,pp<.',:/c:r' :'.Is:rrr',- .lr>:••,.�(.+.,:,.,a'(t.,;y.el':;;ROOF.SHEATHING':'.::;.,.,,:`:.,),..y..p:,y:gywtl::'r,-!;!,,.:.,,:I''+'",.,.-.,c"r i6 "1 1 2 2 2 3 3 44 5 - , ., .. r f ,,rt,,,"„;,; .1.,:,,„,,,,,,, ,!„,„,,,,t,„ „-a,,,,„,, „,,..,,.;,,a .,,,�,,,,,.,,",, ,,., „e,.,",.,,-._,,, ,,�.-.,.,. ,• . , YORK STATE. NOT RESPONSfBLE FCR 8, WOOD INC•ON[ACIWI HCONCRLILTOBEAC TREATED LUMBER. INSTALL TERMITE SHIELD WITHAPOLYBARRI' - ' ' see able 3.10 ,4::.6, i'il ,:F ip .,,.,; ,;,.):, 4,1..'i: ,,Fd :,,,.,.r ,.:,.,. ,..;r .,,_i, 'T' °ss' ' ori uetu a a els sd lOd ( T 1 20 -.S ;ed:,e2'-"i:ii i', ,.2. - .f'til )'iiic,.3'3d; F' ;4 1,F 4,1• i,1:i .6 vl., k, J R HOT llll •Wo sir r IP n y^ •';,I„,,,.,;a,. 'Ir ..:...i.. _I' 't5 J, ', ';;}.r. .l.. sT :l,i'dl,erv,. "1. .7.., ,6,tv .I,, :•r' .,.`, y:; r1r': .•,n. t"a: 11':a , '' 6r.>L,„,. GALVAN R ST'7 INL S•1'FL FASTENERS ONLY. )• ,.:. ,.t, 'I,• .., ° " ;:r, „f.,, �4 DESIGN OR CON5TRUCTIOEd ERRORS. 3:1 t bf ±, 7 - ..,, _ y; „>• `i, ,n•,:' t„:1, .,i� t: M r� ;,FI 4:, .c5;,,�. 1ti ,n - i"0r' u r. N .r. :f:' �1':•� lit:,. .i< 1.I.u�v<:� 4,..:, "1 C ,'Arm .t:'v .'1'• �i:3n,t• .ai' I'i 't ,t .'y, ,�v,.':..,id K. ,::tai 1 1 '�"J',T' F ar ): !,' , I, rtf7 IL!:'' i Gypsum Wallboard 5d coolers 5d coDlers 7"edge/10"Reld -. `�•• •'(•:', ,, .5...:., ;'f1-'^.,.$i':'.''k;;'s„�•,.:,• },,,�-i„-,"su" 9. INSTAI J,FiRE-i3LOCKIN(i A"I'ALL AREAS RE UIRED AS PE C W _,. ., ,•• ,! ,At._:,1i,y,,, ..-.,<,-,,,.,,• _,t,,";.,,,, - y � Q E TION 8302.1 l ITH FIRLBLOCKING MATERIALS AS SPECIFIED IN SE 't. i.",-,:„r. •f,ro..!1-d.1.'Vlo,a.--. d.='r'a;aas-et l'fl as,:5d,: :)3;, ii.'c': .WALLSHEATHING:+::1,f.I,,:Is,.;f,',.•:p;x'.fge..';- :n.: _ lis' u„b71,,a!?i..x, 32 2 2 3 3 4 5 6 7 8 �p r - �r Wood Structural Panels Bd lad 1lseeTable 3.11) 36 2 3 3 4 5 6 6 7 8 R S C. ;.:_' I1 lfl/1tf 8302.11.1. 12 1 1 1 1 2 2 2 2 3 3 A'I�PLU!,4E,"j,i(t- ey4r�t Structural Fiberboard Panen 16 1 1 1 2 2 2 3 3 3 q yygj'�� 'y„ ,r';� � -,`� y 0. PROVIDE \WLSPACE V ENT'ILATION AS PER CODE R408.1 &MIN.CRAWLSPACE ACCESS OF 18"X24"AS PER CODE R408.4. PROVIDI 1/2" 11 ga.galy.rooang nail - 3"edge/6"field ,I,.,,t.,,:;n... ,;....a,",,, .a..;."'i�t'; ,:',"_tit',:,; a.:;,;:: !-.,' 1".C:::>."'l, :l- n3;: . ,. ,.::c::::I;;: „'A,•`., r,: ,c '„ d,,,!:.:Eyl,. .: ,,:.,,,. ?1 ,ti, ..L,:, .. _lac Ij;! ,2D-L, .,,,,1, �.. +...2. ,2•„i!r, ,.,2,,,t, ,. 3:a ,:L- !•1 �':,a. ..,. Y WITH ALL CODES OF r;f LINE,. t, tiD 'cr.E\ DJors'rs 0.120 xl-1/2 long x 7/16 head) !J+= '.h•: vtatJ ..-I:,lr ',I:, :ft-, l,'1 "4• i:5,j.c"'i, s RDERS. '! COM T $�J G r runty. 1R' TZANCE UNDER Woo 4.12 ;:.tl' ., ,- ,">,.y':; _ ft,. .:,, ,: , •,,.: ..1. c. ):'_ B�fiC� ._ ` &12"UNDER \rooDGI 1" ,'i•: gra, ,:3' „3;:�,i;, ,�4..:,f';^.�Y�l'4",1�^r.', .i. .!s.6:: ...,.,,,,,:1%111 , . . 3"ed 6"veld :,t. ,:r�'. ',. ,;,;,�, :_', a. ,' TOWN CODES : :t.. E & 25 I" 11 a, alv.room nae ge/ :i-r,•, .,, T 3 g TA g F S / R K • " � ,.:. ,.. _.,... ... .;:••.....+n�•+':,,q••,rtl��:i'i?:'5"�d=- ';j:,�6'-';:. ,.:!,i,:.,','; NE � 11. PROv)ur ATTiC VEN-I'11,A'1'ION AS PER CODE 8806.1 & I ,. , . n..,,.... ,_l..v.,,. -.,n..,," -s.•,.:Za:,:., AND CO3 j DITIONS OF n>r,N G Ih ANY Al'I' ,I NC; 1 F" ) n,c!.•.:28?:''r :'•:a...,.r., ..,,,...•,.,. ,: ,.,.. ,.,_, � M N.ATTIC ACCESS OF 22 X30 AS PER CODE 8807.1. CONSTRUCT t\LARGER (0.120-x1-3/4•long x 3/B head) 32 2 2 2 3 4 4 5 6 6 7 (. rN I A I S f R. 1( BE INSTALLED IN ATTIC TO ALLOW FOR REMOVAL AS PER M1305.1.2. WEATHERSTRIP AND AS REQUiF.`D Gypsum Wallhaard Sdcoolers Sd rooters 7"edge/3o"field 36 2 2 3 3 4 5 5 6 7 a iNSULA'I'I,ACCESS DOORS/IIr'FI'CHES'AS PER 8402.2.4. ' :,rs ,•z•, ,,+,::-f. .:z+; - ";.': '..td I"r '§tli tik':i. .Jit,,• ; ., - .-•,_. .. ..,•:.:zd.:.,c:.u»__,..,,.::.,;.s-.;.n...,.-..:.,+riti}4,:ar..m.»,.._a4•rv '?"+.'g'x'w1:�t.M1f'rg".*ax...+,nwaw.7.F':s.,,-...,..-,..{nrHmtt-a,,.,..,,,•.w,..,t•srvHL ... .. ...__. r^,"," . ` 4> e t n - ---- 100 ,�tr�N 3 N 'Y M 44 40 f© u - -- -- --- _ - ^40 if.CIOCOL4wp Y o • VAS Fd.Gl�4 9m• M,..._ is�� ���� ^ .ate.. -°�Y ____,_` _�_-.-�i1�•'��--- --..__._,_. 2�I¢ m J . 46 zci47*r `�"-• `���I� H l�tae�••as >> �,�x'6 11e� �► f �,�.� utD 2 - Is 11"ll"IT21111low, 11 rw Up a d . 41 �k I o 1�r +' Cp a�''A' flk 2� �� J "1 moat _ 'I I. 1r +� ♦ 0 ; q N rM 14R ,, � �� •" N � k � Q� `�� _.,� i ., � �� M� k 1 w Lvjo� I %v � MM ' 0 ! ? ✓c. ee 7-0,0b �DNn '{ 3 �` 'I� 3 a�ld ,q•�� ! ., r 1 w' - ..s- .air• , c r) w .. � b o a 1 � q� „ ® a; S� ` ,e�,,�,�, � �- �, �°a tT ' /._r�✓� �'•"®� ; �, , p °�I s� i �..' ren( � /'' I ,'� �4• �Q Q b 11�tj � ! y' _ c:�,�,��?' _♦ s�G `� f X 4 I Q1. /,II° t e - �, s ll x9ro - N i .� Up►` 19Q / �l�'.� �.�,5iS •% f I yrs I A ,._ N ��� r4 k ' '�'' I ! tr.�ti o� ► f6 00 X444 cam, �.. ., sv �.• �.- .) x El Ica \ �u /�!,/! Wj F r , p 1 et/p4�. .dfsa✓fie, •.4.,. Ge✓� _ i , ,1i 13 _ r~• '; � � /�',�X � l c..l• ►�� p a !0 --�'`' -- N -44 eMira f - L_ C�2 I•� ,�_� t z - 7ti✓z.f o f Tu/z 3/o I _ ► N q I_ '' /� ® '' - 'ia'= F .....:.«E'kM..x y 1 ` ' -..� .- ` • I ,/ - •rJ -8 �� . ._r..--.. e .._».....-.. -.... 1 F M /> I s� - h - --- - -------- --- - ---- - --- Ross -- _ , I le •�c�j/mac-. /C��'� � -- ��- -:'.�••ro,.Ic�A�..�� \0 /� • � art$ !k"� �- -_-_ — - ' •- - -- �_----- I - � - ^1 , 1Y -/r��..i - - ice'° D oIlion IN I tlD RAY DO►NER, ARCHITECT DRAWING NO: rl ARCHITECTURAL DESIGN • i INTERIOR IDESiGN. DATE: lA PLANNING&DEVELOPMENT ' RESIDENTIAL-COMMERCIAL INDUSTRIAL /�./i�•yi�. a ��- s�/�f-% -•. , '` �-•� 95 RICHMOND AVENUE cP, No oREVISIONS: 0242 �� S. AMITYVILLE, NEW YORK 11701 /�•�eI`,/ �" Gs �/�! YIe��J• / •. = ` / N F Of NES (631)691-17.8 FAX (631)691-1718 EMAIL,: R.DARCHITECT@YAHOO,COM w„ww......,,., m.,:„ww. ..,,.. wrfew«..fafawuwrs�x:+++�rwnwyr,�nv;aYn� . • V Amu t � b . Q b 14 sl��g7 !A I'.1 II '-11I Ct�fnl llf llFi KI I' II EM1tIFI"!^41R' It�!M11111 i111,'.1'k� IP�'i'.IU II IIBI''II'6'rIp' F1�V"f�ll'ir i,F i��FS:ifi 11^v6�;j X11 � � � ` ,_,-„,-m„�.,,,,,,,, ,,,,�,,,,•.,.w_._.._,_,,,__�,._,.._.,_.-- , �► BASEMENT/CELLAR 4”CONCRETE SLAB REINFO ED NV/661010 WELDED V�'IRE 6 MIL VAPOR ARRIER OVER COMPACTED FILL. i FABRIC OVER INSTALL 5/8”TYPE`X'GYPSUM BOARD TO CEILING @ FURNACE AREA, " j? Jest's t D - -- - I ,max � . I a ter- i b �1 v 1 • 3%:"DIAMETER`LALLY'COLUMN ON 2'-6" a 2'-6" x 18" THICK f Q POURED CONCRETE FOOTING W/(3)44 BARS EACH WAY. SECURE O �..V COLUMN TO FOOTING V4'ITII V2"X 12"X 12"STE L PLATE BOLTED � ► \� TO FOOTING W/(4)%"X 8"ANCHOR BOLTS. N 1 - u t K t GI El E ,, z or VT . • H 5 v.- - .,... ... I b I, C> Lee--) ' I' I •s • 40'9 • •n • • • • ' • - �' SLAB ON GRADE i -- ' ---- -- - '-- - -- -- 4"CONCRETE SLAB REINFORCED R'/661010 WELDED WIRE FABRIC OVER _ 6 MIL VAPOR BARRIER OVER COMPACTED FILL. AT GARAGE,PITCH 4"TO OVERHEAD DOOR. AT PORCH,DROP T.O.SLAB 4t BELOW FINISHED FLOOR. -- - -- ---------------- - I — I —. , F:F 1 � 1 .-.—,--_..T�-.�-.•.+._�-- �,..._..m.,«..._.�.._nT...T_•�.�.-n-wRw.-..,�.».._ �__._—.___......—. �—__-_—_.T,-_._ III �� ., .. � .� � ..., ,,._...�..�: :��' , � �. �. � .r •. , .q, ...� � ,... , ,lens. „ ...,I,.L�, .. ., .,� ;F'.., � � � e. Ivr .�.�/� cox nrF��'� �'A. �►.,,Qt"T�Tc�G� �D AP, 11. M �\-0�IspND pati � RAY [DONER,ARCHITECT DRAWING NO: �� ARCHITECTURAL DESIGNINTERIOR DESIGN DATE: ---- ------------ - — � ENT �� REST TRIAL �'�Q PLANINING�DEVELOF'M RESIDENTIAL-COMMERCIAL�INDUS '.�' I 95 RICHMOND AVENUE �q��° 02A30��4� S. AMITYVILLE, NEW YORK 11701 REVISIONS: I FF-*r-F �/"�f / �' �� (631)691-1718 FAX (631)691-1718 �. - i Cf NE� EMAIL: RDARCHITEGT@YAHOO,COM I MOM It :,,.I..r..,, ... ..n1Q,"^9n$Fft9'°'•.�..,............. .. ...,..,.ww�.yro.y�,w4N.R�'�in�4J;M!g4f � I I 1 ...,r...,�,yym,.;,..--I+�..•�u'-' _'-RP7f^'�f':�°,�' ,"M•.n'.�._.,..IR�v..n�b"r..„„•,�,,M,�*pv.+kw. `i���p I - --------- - " - - -- __...-.._........ _. II CONTINUOUS RIDGE VENT&/OR Fi are 3.10b Ridge Board and Ceiling Joist Detail FOUNDATIONWATERPROOFINGA D ( ) -'- - -' - SINGLE OR DOUBLE 16T LATE TIED WITI1, SIAGGEICEPL TZ41M.OR I SECTION 111004 TABLE 11703.3 1 GE STEEL STRAP. /USE SPLICE PLATES g N FACTORY-BUILT FIREPLACES SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS TOP PLATE SEE SECTION R602.6.1 / SEE SECTION 11602 9.2 GABLE VENTS &/O R IiIETAL ROOF DAMPPROOFINO R1004,1 General,l'oclory-bull(ffrepinces shall be luted andTYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS .1 nZ VENT @ HIP OR SHED ROOF. Ridge Board R406.1 Concrete and masonry foundation darnpproonng. lab' eled'ond shall be lnsrnlled In accordance with the condi- NOMINAL - JOINT Wood or wood Flberboerd Gypsum Foam plastic Number or ' Except where fequired by Section R406.2 to be weterproofcd, Ilous of the listing:Fnclnt built fire Inces shall be tested is SIDING MATERIAL THICKNESS structural YP P plreel R� Y- r ruches TREATMENT sheathing sheathing sheelhtng specln ol ,' FULL-HEIGHT STUDS foundation wells the(refehr,earth end enclose Interior spaces accordance will UL 127, (inches) panfuls sheathing Into stud Into stud roto stud to studs fasteners i ADJACENT i0 HEADER NM Collar Tie (Collar Beatty) and floors below grade shall be dompproored from the higher R1004.2 Jlcerlh exteu5lnns.Health extensions of approved SEE SECTION OVERFRAIIIE RAFTER. Rafter--� (Located In ujpper third of of(a)Ube top of the footing or(b)6luclles(132 mm)beiowilie factory-built fire Inces shall bo installed In nccordanca whir Siding nail Siding nail Siding nail Siding nail SEESR602. .5 - -- attic space) (see 3.2.13.1) lop otlhe basement floor,to ilia finished grade.Masonry walls P 1 3 1 3 FIREBLOCKAROUND _ (1-/4"x (2 /4"x (2/2"x (I /4"x Not Same as''-; PIPE _� r the Nsring o[the fireplace.The hearth extension shall ba rdaU• Steel` 29 g°• Lap 0.113" 0.113" 0.113" 0.113" allowed studs aci .'i � � 2"X FLAT VALLEY SECTJREP TO EACH shall hove not less than / tach 9.5 Ina Portland cement RAFTER R'/(3) 16D NAiLS. INSTALL 1 1/4" ging e , _ ) Pp ,g B, fly disdaguishable'from ilia sun'ouudfn floor area. Lisled• P n i 8,, -HEADER- RAFTER in a hedtolheexleritiroflhewelLTlie par'ging shell lie PY Staple-1-/4" Staple-2�/Z' Staple-2 Staple-1-/4" SEE TABLES B end labeled hearth extensions shall comply with UL 1618. : AND 11602.7(2) �ernpproofed in eccordancp with one of the following: 0.120"nail 0.120"nail r X 2a"20 GA- METAL STRAP(i,T1y RAFTER ____ ,____ .,..._ ' " ' SECTION 111005 0.120"nail 16 inches ori; STUDS OR TO RAFTER. // I. Bituminous coating. " (shank)with (shank)W!Ui JACK FACTORY-BUILT Cli!MNEYS (shank)with 0.120"nail center or as- '2, Three pound's per square yard(1.63 kg/m')of acrylic a 0.313"head a0.3I3" 81005,1 Listing.Facita built chfmne s shall be lilted rind a 0.313"hand (shank)with specified,'a TRIMMERS modified'cement. Vinyl siding or 16-gale head or •� � 'stn rrst)N• ���¢ 0.035 Lap or 16-gage a 0.313 head Not by the WALL STUDS I15 IIT IR121CANE AIN RAFTER. labeled mrd shall be Installed and lenninnted Tri ecc)rdairce (see Section R703.11) staple With 16-gage allowed SEE SECTION R602.3 3. One-eighth-inch 17.2 mm) enol of surface-bonding with the manufneturer'S instructions. staple with 3 I Section manufacturer° l tement complying Willi ASTM C 887. -"' -- 3 I /g to /2- staple with ,, i ,CLIP 16"O.C: Ceiling Joist /g-to /-inch g I R703.11.2 instructionsoli SECTION 1110013 2i, I inch /-to / - 4. An malarial permitted for waterproofing In Section crown ' h s 2 h lest report' I r r FLOUR JO ST parallel to Y P rP g EXTERIOR AIR SUPPLY Clown inch crown CEiLING.101ST 11406.2. 81006.1 Exterior ail'. Fncicry-built or utnsaauy fiteplact:lJ Face neilin sol_ID BLOCKING I - rafters Wood rustic, 3/g min. Lnp &' / . 5. Other approved meUrods or meicdale. ' covered hilhis cha(tler shall be equipped with an exletior nip drop up to 6" '- BOTTOM „ "• Lfxcepnon: Pal in of unit mason walls s not Supply I o ensure pinin,"final co 8d box or si ,,,,. ..,, . n.;.-" u,..,.„• i ,+n,.•, „ , .nivein.ne,:,.,: i,,. ,...n v:,�iar....*r•:r,, . •: 8,..� masonry ,..) iPYI - - - - _- - ---- - --- PLATE -- - -- - - - GIRD -. ",r r: „,er• e, P I combustion unless die room f widths,1 neiP ER required wlrerc a materlai Is opprovcd for dtrccl eppli- mechanlcolly ventilated rind controlledWood siding Slti I r /32 6d box or 6d box or 6d box or 6d box or stdtng nail t:!, - rl oOR JOls1 S DETAIL WHERE AITLE RO R JS „ A.,, ,,•,:. , ,-:,:,., . .:. ., w. - - - - _-- - - --- - -- OVEI� 2� FRAMED UNTO MAIN 11001`,_ cation to the mpsonry. pressure!s neutral or pnsillve. so chat the indoor. see Section p p averse I per bearing,, -' ,- - (• B Lap siding nail siding nail siding nail siding nail 0. /2"x DTA-LAG BOLTS 1G"O-C. Concrete walls shall be dear roofed b applying en one R703.5) Bevel' / (2"x 0.099") (2"x 0.099") (2"x 0.099") (2"x 0.099" 0.l l3" rigure 3.10c Ridge Roard and Rafter Tie Detail rr Y Y 16 ) ) and over, SUBFL60R ' sIMPSON'U210 HANGAR 16'o.C. Staple-2" of lhp listed dainpproofing materials or any one of the welbr Bull tip 3/16 Lap 2 naris (I; :proofing materials listed in Section 8406.2 to die exterior of the wall, per bearing I; FOUNDATION /- Ridge Board Wood structural panel t I 1 " I SEE SECTION R602.9 O-..,r AC4 '(. OST) g CIT SID), 43.4 I 3/ _1/ Note a 0:1)3" 0,113" 0.113" edges I AC6 I ACIi SIDi:(6X6 POST) g fI) =------ 7 111�06.2 Concrete and masonry foundation Staler roonn Bsiding ' SILL PLATE -' I / i conditions In areas where' are knorw nrlo exisl,aexterior foundation walls Ihril see Section R703.5) R 035 s 2 Sidi 0.0 091 stdmg nail siding nod siding nail 0.099'' nuer suprltl ' Y P B• . 12 X x x 6" anal t Collar T16 (Collar Bearn) g( grade) ' Rafter (Located In upper third of ( ) I --- --- --------- I attic spaee)(see 3.2.6,1) retain Borth and enclose brtedor s acts and floors below a A e p FOUNDATION " Wood structural panel 2/2"x 2/2"x 2/2"x L_-____ ------------ P,5 -- WALLSTUDS rode shall be waterproofed from the higher of(a)the top of 3 r Note a 2"x 0,099".; 2"x 0.099" 8"along:!lt Ile footing or(b) 6 Inches (152 mm)below ilia lop of the lap siding(see Section /g- /2 Note g stding nail 0.113 0.113" 0.113 siding nail bottom edg4� i IN.BY 4 IN. 8703.5) siding nail siding nail siding nail „# DIAGONAL BRACE ANCI IOR BOLTS EMBEDDED IN - asemenl floor,to the finished grade,Wells sholl be water-' `Doted in accordance with one of the following: LET INTO STUDS FOUNDATION B FT.O.C.MAX._ --- _ _ pi, g: For SI'I inch=25.4 mm. --/ j)L Two-ply hot-mopped fells, a. Aluminum nails shall be used to auach aluminum siding. G( CORNER ANO PAR I I I ION POSTS R R 1 12E TL „ROOF PITCH(SEE$EC'I'ION b. Aiurnbtuln(0.019 inch)shall be unbacked only where The maximum panel width is 10 inches and the maximum nal area is B inches.The tolerance fo; ---- ---- --- i & ELEVATIONS). d / yy'''2. Flfaq-five-pound(25 kg)roll roofing, atum!nu,n siding shall be+0.002 inch of the nominal dimension. d�l�. SIX-mil 0.15 mm of vin l chloride. c. Shall be of approved l e. _ - r� ( )e Y Y to YP _ ACQ s`A SIx-nail(0.15 mm)polyethylene, d. Where used to resist shear farces,the spacing must he 4 inches at panel edges mrd B Inches on interior supports. ;;- 1 /4X4 OR 6XG WOOD POST i Rafter Tie rl,t ' e. Vertical end,loints shall occur at studs and shall be covered with a Joint cover or shall be caulked. .1 APPLYAPPROVED SHEATHING OR BRACE (Located Ill lower third L$. Forty-tall(I mm)poly mer-modlfled asphalt. I j'( EXTERIOR WALLS WITH 1 IN.BY 41N.BRACES LET 't-S of attic space) '7, f. Face nailing;one 6d common nail through the overlapping plunks al each stud,Conceded nailing:one I I-gage I /Z-inch-long galy.roofing nail IhroiigN j INTO STUDS ANO PLATES AND EXTENDING FROM NOTE:A THIRD SrUU AND1011 PARTITION INTERSECTION , r ) top edge of each plank at each stud In accrodaticc with the rdenufaclurer's Instullntion instructions. +I' BACKING STUDS SHALL BE PERMITTED TO BE OMITTED /"DiAN1.GALV.BOLT_S 16"O.C. , BOTTOM PLATE TO TOP PLATE,OR OTHER THROUGH THE USE OF WOOD BACKUP CLEATS,METAL g. Vertical Joints,if amggered,shall be permitted to be away hom studs if applied over wood struClt rat panel sheathing. �. APPROVED METAL STRAP DEVICES INSTALLED IN 'SIMMON'U210 11 INGAR 1670.47- I 6^O.0 . " ACCORDANCE WITH THE MANUFACTURER'S DRYWALL CLIPS OR OTI IEIt APPROVED DEVICES THAT h. Minimum fastener length must be sufficient to penetrate sheathing other nail able substrate and rraming a lolnl of a miniinurn of 11/4 inches or in accordan' SPECIFICATIONS.SEE SECTION 11602.10. WILL SERVE AS ADEQUATE VACKING FOR TIME FACING wilh the manufnclu,el's insinlIndon hisuuctions. _ MATERIALS. FIGURE R602.3(2) 'SIMPSON'H3 HURRICANE CLIP 16"O.C. 3.2.6 Special Cot7nections - 11905.1.2 lee barriers.In areas where there has been a his_ FRAMING DETAILS 1)IAn4.GA LAP. - 3.2.6.1 Ridge Conneef,lon Dlequlrenlents tory of ice forming along the eaves causing a backup ()f 12"TYPICAL. „+ wafer as designated in Table R30L2(I),an ice barrier shall I'IIRU BOLTS �� FLOOR JOIST Ridge connections shall be in accordance with the be installed for asphalt shingles,metal roof shingles,nlin llECIC JOIST Tequirements given in Table 3.6. Prescriptive solutions _e.RTT7GE BEAM. for ridge straps are provided in Table A-3.6-Where ride wood roll roofing, slate and sl bonier shingles, i.: g p p g wood shingles and wood shakes.The ice bonier shall con- -GIRDER !' , RA(T'ER. Straps are used,they shall nllach to opposing 1: flet sist of not fewer than two layers or underlay cemented together, or aself-adhering polymer-modified bjtutnetr 1 1: EXCEPTION: Ridge straps are not required sheet shall be used in place of normal under If and .- -.►C4 LACII SIDE(4X4 POST COLLAR IE `" When Collar lies(collar beams)Of norninal 1x6 or extend from the lowest edges of all roof surfaces to a point AC6 EACH SIDE(6X6 POST) 2x4 lumber ate located in the upper third of the not fess than 24 inches (610 mm) inside the exterior wall line of the building.On roofs with slope equal to or tenter 'SIAIr'SON'PB44 FOR 4X4 POST attic space and attached to rafters in accordance g 'St114I'SON'T'B66 FOR 6X6 POST i than 8 unfits vertical in 12 units horizontal, the ice barrier \ ;. with Table A-3.6. shall also be applied not less than 36 niches(914 mm)mea_ u_ suied along the roof slope from the eave edge of the.build- i r .; ----- I Ing. RIDGE ASPHALT ROOF SHINGLES (NAILING 8905.2.5 & _.._ 24"1 v."WIDE 20 GA.r%mrAL STRAP ATTACHMENT R905,2.Ct OVER. SEC TABLE A-3,6 WFCnI FOR NAILTNc - ) _ '" POURED CONCRETE FOOTING REQUiREniENTs. l 15it FELT(8905.1.1) OVER%"CDX PLYWOOD r� " • I . --.--..... _. / SHEATHING OVER RAFTERS(1 16"O.C. (SEE PLANS HURRICANE STRAP - H7Z FOR SIZE);2"X4"COLLAR TILS @ 32"O.C.; CEILING 'SIniPSON'iiURRICANETIEOR 1'/," ! ,JOIS'T'S @ 16" O.C.(SEE PLANS); R-30'INSULATION; i 211 GA.GALV.STMkPPiNG PROVIDE 1"AIRSPACE; INS'T'ALL ICE BARRIER. I - - FORC.H/DECK DETAIL _ R90S"1.2.-_ 2„X VENTED BLOCKING to WALL ASSEMBLY --y i''• __ __------ PIE_TAL GUTTER OVEILFASCTA-_..__ ---.._ WFCM 3.2.2.x,- - CONTINUOUS 2"Vh.NTING SOT)+11'•._.. . - - .... `�' �x N 1 4 SIDING OVER 110115E WRAP OVER FOAM INSULATION LV OVER%"CDX PLYWOOD &/OIl.%"OSB SHEATHING I �1 V< OVER 2"X4"WOOD SPUDS @ 16"O.C. Q, 6�j 1 (2) 2„X,.J,"TOP PLATE ---- F r e . it `� - - ___ .---.. .__. �= ' - •-' , . 1 1/4"WIDE 20 GA. RIETAL STRAP @ 16"O.C. - - -- 2"X4"CONTINUOUS STU LL: srtlrsoN r `�`'� N BEARING BLOC'S •.,' . i � ,• sntgl•rli-nE Ac NEW FLOOR 57, !Q=l� snt,011c_M 111 .rr DE'TALL�.. +ItE NEW SECOND ---s - FLOOR JOIS' E INSTALLED « YZ t ! 'SII�II'SON STRONG TIE AC EXISTING CEILING JOIST. ABOVE EXISTIN EILING. _i .N � , r Off Generated by REScheck-Web Software 'slh�m ori�,STRONGT113h{1 i es _ 1 '/ WIDE 20 GA. GALV.STR.APPING �✓v Compliance Cei' ifica�e �> DIA.- A.NCHORROLT. (EACH STUD)MiN. 12"BEARING ON _ W/NIIN. 7"'EMBEDAMNT PAOVILiE1015i FRAMING. f I INTERIOR olsr ro t i ILD l5T'" Project New Residence _ TILEVER s'rU STUD d �'✓� % /✓1� -' Energy Code: 2018 IECC CONNEC N �( J tf ' I lido . . I Location: Mattituck, New York Construction Type: Single-family -• - - 'INSTALL FIREBLOCRiNG (3(12.11) ,;,.•„ Project Type: New Construction ' R= 15;INSULATION. � 3 � `,,.•: • ''/i"GYPSUM WALL BOARD. Conditioned Floor Area: 2,476 ft2 I' :•-• - � ! '/"PLYWOOD SUB-FLOOR SHEATHING OVER - Glazing Area 12% _ I i FLOOR.JOISTS n 16" O.C. SEE FLOOR PLANS). Climate Zone: 4 (5331 HDD) t f _.._ ( Permit Date: SIMPSON STRONGTIE ADA44 OR 66, WALL ASSEMBLY x� �Mr� Permit Number: Embed I/2"dia. gals.boll 7"intb concrete,' To FOUNDATION ACQ (2)2"X6"SILL SECURED TO 8" I POURED CONCRETE FOUNDATION WALT,, /OR 3.z.z.3 rr 4' J F M �1• 1) n�,'s i, ,( s' �( `'" :fit u'.,,,:;li;-'; ;:iw<^�` ;�4:;: ,,�;',: s,a.,-,r.:�l,.v wj4; ',�.�,'�e>s:?t� ��ss4,Cr3;o-Yw'�C?'»` Y✓.,,, r t�:,; A� F,'' �i.ti''_ �w�azutt�s qqr5';: +i_::„ 8 CONCRETE BLOCK(TOP 2 COURSES FILLED Compliance: 3.5%Better Than Code Maximum UA: 371 Your UA: 358 Maximum SHGC: 0.40 Your SHGC: 0.30 ftING�, N SOLID W/CONCREI TE& 15"MIN. ANCHOR BOLT �f _ EMBEDM ENT FOUNDATION WALL W/5/8" DIA. 1 r . The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. MATE -- ) It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. _ M ANCHOR BOLTS W/NUTS &3"WASITERS t 45" O.C. ANCHOR BOLTS MUST HAVE MIN. '7"E111BED11'IENT. }---- / jL rN / /�7Y��./�// f10JIt1UH M ANCHOR BOLES ARE TO BE PLACED WI'I'LITN 12" - ..r. FRO[\'1 ANY CORNER&G"TO 12"F)zOl1'I'i'HE END N `� Envelope Assemblies F� "�"'�` • oR�R4H _Jr_1 I ilia O1,11 PRO Q'•il OF EACH PLATE SEC'T'ION. INSTALL SiLL SEALER&TERMITE SHIELD. t I f 'aa9 1 1 1 `< a ,. - _ r e �, itn I l ,}` t , REQUIRF37 ' PO[fRA D CONCR> T') FOOTING KEYWAY& a - s" �b,3.......,....,a,,..�,,.,.:...ea.,.;...1- ".a•w,,..d;�`..�i;...-„me...:.Ni °!u's;�Yt' Fol2 6711 1/.T- p :,I r _ (2)1111 RE, R=10 RiGID INSULATION(cr � Ceiling: Flat Ceiling or Scissor Truss 1,784 30.0 0.0 0.035 62 ' I'ERTi1'iE'I'EIi SLAB ON GRADE. - `` ' . n Ceiling 1: Flat Ceiling or Scissor Truss 100 21.0 0.0 0.047 5 rr i A WHE.RE NEW& EXISTING FOUDATIOS MEET, ; INSTALL 114 EPDXY CO.&TED STUB BARS, 14"LONG Wall:Wood Frame, 16"o.c. 2,636 15.0 3.0 0.061 141 p rl WITH MIN. 7"> l\1I3ET)11IT,NT• Window 1:Wood Frame 317 0.300 95 +-'cour'L'iR NUT R SHGC: 0.30 '• �/ r 7 Floor:All-Wood foist/Truss 320 30.0 0.0 0.033 11 o�Rob" • I FINISHED GRADE. �C=7-1� _/_�_IQ� �/ '� c��'yJ . � V,4 AG !C=60 Basement: Solid Concrete or Masonry 1,136 11.0 11.0 0.039 44 HINtlilm _. �� ��•'..• FOUNDATION WATERPROOFING(Rd06). /fir �� w ..-� Wall height: 8 0' l✓ Depth below grade 6.0' BASEMENT 4"CONCRETE SLAB TIE INF ORCiP,D ------- - "11r) ' ---- Insulation depth: 8.0' I Iva, 1H • .� EpG6 PIt:TANGE W/66 BARRIER WELDED WiRE FABRIC OVER 6 MTL,VAPOR END WALL (2j 5/8"DIA.BOLTS ' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other J CORNER 5TIIDS (TOP&.BOTTOII'I] - � � + II BARRTEB OVER COMPACTED FILL. calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in � , o REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. -Z L'i CRki'l'L-SsP74'C]E- 2"P'E}ir`ERTER,niL-r'xn C TU - - ---�--... :_ ,, �. RIPPLE 5 DS " • t 5/8"AIA T�AbED I i/4"MIN.so anuoE 1' COIL 9TRAP o SEE PLAN FOR ROD�iy/�IrAST DS&I1jJ IIEADER SUE' N 5/8"BOLT Y 2i4 STUDS FRAME OPENINU FOR NEW W041X)WUK --- r-� r 'SU"SON'HD5B ExrtrtmRDooR - - - i IIOz.bOWN 11 4 , _ SLAB ON GRADE ; ' o - b r N i�r�Sit�initt� ' R1G1 ATION .� _0 4"CONCRETE SLAB REINFORCED W/66.1010 AVEI_,DED WIRE FARRIC OVER i �� g d I t ,I ------ -___ R=10(2"x14") !tr' 6 1`iIL VAPOR 13AItRILsR OV)R CUMPACTEi)17iL L. AT GAIIAGI/,,TI1'C'iT 4"TO r SIMFS )N STRONG TIE L5U26-23(6' gQ4PSON TiE fiRC22 _ ��rrr " OVET1IITAD DOOR. AT PORCTI,DROP T.O.SLAB 4"BELOW FINISHED FLOOR. L99U2 =2X8,'1X10,2X13 � ! 4 • TYPICAL WALL SECTION - ... _. '� ,, RIM JOIST sSTB 4, ti� RA'Y DCTNER,ARCHiTcT; DRA.WING NO: & DETAILS, - 1/2" == I'-0" AN8STB iaoL --- � cr Q� � ARCHITECTURAL DtflldR : " ° P INTERIORDE T rt PLMINWG&1DE1/f LOf'AIIENT r�3I1 DATE: (ILEPILE,SE I' ' ,+ ' ;[ � 1 '/."INTOE 20 GA. GALV.STRAPPRdG ' '; FOT)NDA•IaON ' '' .. . - -,,._� FALL ACII STUD) i 12"Bk'ARTNG ON 'SiMPSON' TRONG'1111 LSU26-2X6 rod 16"O.C. i; r4^��a RIESIDENTil4L'-COMNiERCIAI.•INbUISTR1AE 1 ` Rh111AdG. LSSU28-2 B,2X10,2X 12 LSTAI B W/(3)8d COMMON. T d.QTr,_:_.CSaJt�dI1I.,.lY[IraTAL�11L1ily_1L9J�S'rb,13S, 95 IiiCHMCaND AVENUE •• SlI1�1�TyIiL� ()R_IiIQ1�IYAII�N� L;SLI�i t r ZlUl�. t ---- - ' - t I _..._- ...---•'- - -- NAILS LO AT[3D AT EACH END OF Sj7lAP, J� X1/0 0� REVISIONS• i `-f I. (Both Slrapl Ing dt LSSU are Retj d©Cnih9{ Slntchual 9 024`3 S. AMiTYVIL.LE, NEW YORK 11701 ' I 12I31VI+.R R(711)C)�7N _ ' " 1 1(Itlye. Nail -i perMsnuf'.Specs. 1 114°Me(al 20 a 631 691-'1718 FAX 631 691-171.8 r(7LTIVUA'1'ION - (NTS) - (NTS) t AW _ �.,:.' 91MPSOtd STRONG TIE LUS28 SIMP ON STRONG.TiE HCP. 51ra tin p' ll ' �� NO � 1 ) � � w i 7� y EMAIL.: RDARGHRTfrCT(@YA(-IQQ,Q,%l .-o F ."*rt,,••wnmrmsmm+nnrtran.r,ee..m•.n:nnea„nverJ+err^+�+!s+a�'Yxc•-Izt.+•HtnTarl+:fi+,•.,•,,�.•me•®r,•e'V.�R••w•m++.•.•-o/.'°'P4'1R*aun evY:TGnrps,n« .r�+sM,•.r}*.,•,r:..ra+Wats.rtwa7e,w,«,.+"r¢ewn•nem*.s..uaf":"e+nN•rn.e►t "" •.'Kn°A'��'w•e-r .�,.•Mtnar;^s.Wim+.sr"l�.•o:c,•"v-F�Rroure�x•?3•n+•fe-+a•ro«rrMeerwiroq•�,ti.•••e.-••••-'n•«•«.rv.a•,..,.-.'_nF:,�ryr ,., r . _..+••^,,.eeS>1Rr. •_•,wr"�rr. 'Orr^--'+"nN"•"'...,"'e4°T".FaNiPo.,, -,,.mm,m"n"sa'an,...mrr^w"•. ,+.:«en"r:.+nuw"^. ,. ..l+rA b�+tfir!,>.••q„v+,r,uM,Mrm.:••^ .�y,M..nro+.+•Mr, -,..w,Y#.•y,gn`�^�.+-r.,.-*.»�y,e7m•wseu..,« ' ".ter-°'•l�'auq•e•r+»„-..,,..,..-...+,:r...M*•---•^„„_.,ra....�+1^••^- -Mrva•q•ip:nr::r•"•r•-, .............w..... .„w.,,,,.,,,,,,,,_ .,.,1N.,y-.._.,_._....,,n,�..�,!�.. ..,..,.n.e.'.-,,,,,,Tr++r-„n.A^�+•++4Ar+•�w++:w�-..rr„i.gy_•�+k••+•-.........w-.•.•w h-.,...-.�...-- ......,......,..... w wri.r�.,ee.---....-•iP+:T.�"" I,n! e'.MMr'!�gJ,,..._,++roe•wwnr.«•-..-.._-, I . I . . .taal.a .. , . . - . -- - --- - R402.2.3 Eave baffle. For air-permeable insulations in SECTION R403 -------- -- -- d'r' -.---- a --- -- i --- - ---- ---- - -- - - -- TABLE R 02. . 1 --- vented attics, a baffle shall be installed adjacent to soffit [NY]TABLE QUIR.2 ----. - _._._ _ J SYSTEMS 1 and eave vents. Baffles shall maintain an opening equal or INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' AIR BARRIER AND INSULATION INSTALLATION' greater than the size of the vent. The baffle shall extend R403.1 Controls(Mandatory).Not less than one thermostat a CRAWL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA __ CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING FOOD MASS FLOOR BASEMENT` SLAB SPACE` A continuous air barrier shall be installed in the building ATTIC INSULATION over the top of the attic insulation.The baffle shall be per- shall be provided for each separate heating and cooling sys- ° FENESTRATION FRAME WALL WALL WALL R-VALUE g ZONE LJ-FACTOR' UfACTOR SHGC°•' R-VALUE A-VALUE R-VALUE' R-VALUE R-VALUE _ &DEPTH WALL envelope. , CONTINUOUS BEAD � ATTIC FLOOR FRAMING muted to be any solid material. tem. - - - -- -R-VALUE-- General requirements The exterior thermal envelope contains a continuous air Air-permeable insulation shall not be used as a OF SEALAITT -`--- "`"- -' 4 0.32 0.55 0.40 49 20 or 13+5 8/13 19 ]0/13 ]0,2 ft 10/13 scaling material. RIGID INSULATION "R-VALUE DEPTH PER CLIMATE" R403.1.1 Programmable thermostat. The thermostat q barrier• p "' n' I 8402.2.4 Access hatches and doors.Access doors from 5 0.30 0.55 NR 49 20 or 13+5' 13/17 301 15/19 10,2 ft 15/19 I controlling the primary heating or coolie system of the Breaks orjoints in the air banier shall be sealed. g. ..- 1? - Y...- g----- -g._Y COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE conditioned spaces to unconditioned spaces such as attics dwellut unit shall 6e . able of conirollin ilie heatin 6 Option 1 0.30 0.55 NR 49 20+5 or 13+10 15/20 301 15/19 10,4 ft 15/19 CONTINUOUS BEAD __ = g p g g The air barrier in any dropped ceiling or soffit shall be I OF SEALANT - SITE BUILT.ATTIC ENCLOSURE - MECHANICALLY SECURED and crawl spaces shall be weatherstripped and insulated to and cooling system on a daily schedule to maintain differ- 6 Option 2 0.28 0.55 NR 60 23 cavity 19/21 301 15119 I 4 ft IS119 aligned with the insulation and any gaps in die air I __ - _ a level equivalent to the insulation on the surrounding sur- . - - - - - - aces. Access that revents damaging or compressing the ent temperature setpoints at different times of the day. NR=Not Required. Ceiling/aloe barrier shall be sealed. The insulation in any dropped ceiling/soffit shall be -CONTINUOUS MINIMAL - - f P g g P aligned with the air barrier. I This thermostat shall include the capability to set back or For Sl: ]foot=304.8 mm. Access openings,drop down stairs or knee well doors to I EXPANDING[qAM AT D _ 4 insulation shall be provided to all equipment. Where a.R-values are minimums.U-actors and SHGC are maximums. Where insulation is installed in a cavil that is less than the label or design thickness of the unconditioned attic spaces shall be sealed. 'CEILING GYPSUM BOAR - temporarily operate the system to maintain zone tempera- f Y WINDOW PERIMETER loose-fill insulation is installed,a wood-framed or equiva- of less than 55°F 13°C to not ['eater[halt 85°F insulation,the installed R-value of the insulation shall be not less than the R-value specified in the table. Cavities within corners and headers of frame walls ASAIRBARRIER tures of n ( ) g baffle or retainer shall be installed to prevent the ° a• b.The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Thejunction of the foundation and sill plate shall be sealed. shall be insulated by completely filling the cavity �CONTIiJUOUSBEADM - - lent P (29 C). The thermostat shall be probtammed initially by into the living Space c."10/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement well. with a material having n thermal resistance, Of SEALANT loose-fill insulation from Spilling g p The unction le0,e to late and the to of exterior walls the manufacturer With a heating temperature SetpOinl of ^15/19"means R-)5 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall.Alternatively, Walls � p p p R-value,of not less than R-3 per inch. I CONTINUOUS BEAD when the attic access is opened.The baffle or retainer shall not greater than 70°F (21'C) and a coolie temperature compliance with"15/19"shall be R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the shall he sealed. I OF SEALANT T provide a permanent means of maintaining the installed R- ( ° ) g P p Y . Exterior thermal envv_e141te..[nsulation�'orframed walls_ _ I setpoint of not less than 78°F(26°C). r I . home. Knee wall,shall be sealed. shall._ installed in substantial contact and value Of the loose-fill insulation. ___ ---- d.R-5 insulation shall be provided under the full slab area of a heated slab in addition to the required slob edge insulation R-vaG,e for slabs.as indicated in the continuous alignment with(lie air barrier. I ------'-`-----`----"-.-`."' _ --_____. table.The slab edge insulation for heated slabs shall not be required to extend below the slab, r� t,I ....,.I• .11..- .• •.�••... ...-.:•• .�...� •.1'•�•,i^a.••1 '..�,. ..11 •,,,�^•. uhre.unr .1 t tla.,,,.anl hl i�"Ill liba,11,IttAl�au i ul.n i".,,,,. handlers la a installed n g �.!.' � � � .� ''',1, Thes ace between framing and skylights,and the .. ..1. t- ii,a III I ani d 'I I III I•r rA IL a'I!n N,a "•• 'd1I 111'.11 all II %I It L•@Il...i�i,.11".t � ia.+s,.�.�. ggPITINUqUS h9.NIMAL „��•„��.•� � i WINDOW UN1J AS EXPANDING FOAM AT Exception:Vertical doors providing access from condi- 8403.3 Ducts. Ducts and air hon rs s r II b s r p g1 _ p P g e. Reserved. Windows,skylights and doors accordance with Sections R403.3.1 through R403.3.7. of windows and doors,shall be sealed. - .. . , AIRBARRIER . _ WINDOWPERIMETER MECHANICAL LATCH TO PRESSURE boned spaces q unconditioned spaces comply with the ' g _ i p P P Y f. Reserved. fenestration requirements of Table 8402.1.2 based on 8403.3.1 Insulation (Prescriptive). Supply and return g.Alternatively,insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. SEAL AT WEATHERSTRIPPING the applicable clintate zone specified in Chapter 3. h.The first value is cavity insulation,the second value is continuous insulation.Therefore,as an example,"13+5"means R-13 cavity insulation plus R-5 Floor framing cavity insulation shall be installed to j COiITINUOUSP41111MA[ - ducts in attics shall be insulated to an R-value of not less 8402.4 Air leaks a (Mandatory). The building thermal continuous insulation. maintain permanent contact with the underside of 1 0 i g than R-8 for ducts 3 inches(76 mm)in diameter and larger EXPANDING F nMn g i. Mass walls shall be in accordance with Section 8402.2.5.The second 2•vallle applies where more than half of the insulation is on the interior of the mass wall. subfloor decking.Alternatively,floor framing , PERIMETEIR o n shall be installed at y p f WINDOW �.� envelope shall be constructed to limit air leakage in accor- and not less than R 6 for ducts smaller than 3 inches(76 ___ floors above ed ,pair ba n. .. t 6 • dance with the requirements of Sections 8402.4.1 through mm)in diameter.Supply and return ducts in other portions --- --'-- G - -- Floors,including u Ing cant,ever The air bm-rie� an exposed edge o cavity insulation shall be in contact with the top side floors and of sheathing,or continuous insulation installed on ' CONTINUOUS BEAD [NY]TABLE 8402.1.4 aro ges the underside of floor framing;and shall extend R402.4.5. of the building shall be insulated to not less than R-6 for EQUIVALENT 11-FACTORS' from the bottom to the top of all perimeter floor ,� OF SEALANT -•--WINDOW UNIT AS - E D 8402.4.1 Building the envelope.The building 'then- ducts 3 inches(76 mm)in diameter and not less than R-4.2 _ framing members. CONTIiJUDUS B A CLIMATE FENESTRATION SKYLIGHT CEILING FRAME ' MASS WALL FLOOR BASEMENT- '"'CRAWL--- - VE AIR BARRIER -MANUFACTURED PULL DOWN STAIR for ducts smaller than 3 inches(76 mm)in diameter. WALL _��,� 5��= Of ADHESIVE nnal envelope shall comply with Sections 8402.4.1.1 and ° WALL SPACE WALL ' O \ ZONE U-FACTOR U-FACTOR U•FACTOR U-FACTOR U-FACTOR Exposed earth in unvented crawl spaces shall be covered Crawl space insulation,where provided instead of ' CONTINUOUS BEAD CONTINUOUS MINIMAL R402.4.1.2.The sealing methods between dissimilar materi- Exception: Ducts or portions thereof located coin- U-FACTOR U FACTOR UFACTOR Crawl space walls with n Class I vapor retarder with overlapping joints floor insulation,shall be permanently attached to OF SEALANT _ EXPANDING FOAMAT els shall allow for differential expansion and contraction. pletely inside the building thermal envelope. 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 taped. the walls. I WINDOW PERIMETER 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0,055 - :!!�� .U R402.4.1.1 Installation.The components of the build- [NY]8403.3.2 Sealing(Mandatory).Ducts,air handlers Duct shafts,utility penetrations,and flue shafts and filter boxes shall be sealed. Joints and seams shall 6 0.30 0.55 0.026 0.045 0.060 - 0.033 0.050 0.055 Shafts,penetrations opening[n exterior or unconditioned space shall be I sealed., in Table R402.4.1.1 'caned ing thermal envelope as fell CONTINUOUS BEAU shall be installed in accordance with the manufacturer's a. Nonfenestration U factors shall be obtained from measurement,calculation or an approved source. Batts to be installed in narrow cavities shall be cut[o OF SEALANT, e � comply with either the Alecharrical Code of New York - I instructions and the criteria indicated in Table b.Mass walls shall be in accordance with Section R402.2.5.Where more than half the insulation is on the interior,the muss wall U-factors shall not exceed 0.087 ft or narrow cavities shall be filled with insulation / State or Residential Code of New York Stale, of the New Nan'nw cavities '6;i in Climate Zone 4 except Marine,0.065 In Climate Zone 5 and Marine 4,and 0.057 in Climate Zone 6. that on installation readily conforms to the available CONTINUOUS BEAD AIR SEALING AT ATTIC PULL DOWN ATTIC STAIRR402.4.1.1, as applicable to the method of construe- York City Construction Code,as applicable, c. In warm-humid locations as defined by Figure R30L1 and Table 8301.1,the basement wall U--fi,crarsholl not exceed 0.360. cavity space. - �-OF ADI IESIVE . --- "'� CONTINUOUS BEAD ---- -- - -'-'---'------- - - '"-_ T--- tion. Where required by the building official, an Exceptions: separation provided garage _ _ -._ Caption ' Air sealing shall be pro ' e are a and CONTINUOUS BERG OF SEALANT approved third party shall inspect all components and Garage sopa ' conditioned spaces. 1. Air-impermeable spray foam products shall be n OF SEALANT' verify compliance. P P Y SEALER [NY] R402.4.1.2 Testing. The building or dwelling permitted to be applied without additional joint Recessed light fixtures installed f the building!henna! Recessed light fixtures installed in the building CONTINUOUS 51LL SEA Recessed lighting � � seals. envelope shall he sealed to the Finished surface. In exterior walls,batt inlsulaftonl be air lshall be cut neaight and IC tly to /� FULLWIDTIi OF MINDSILL unit shall be tested and verified as having an air leakage i =EXPANDING FOAM SEALANT rate not exceeding three air changes per(tour.Testing 2. For ducts having a static pressure classification of _ ft around wiring and plumbing,or insulation,that �„ j' FOUNDATIONWALLAS ROOF SI(YLIGI IT .''- or7CSTM E18 - --- - additional closure n e required nd w,r g ablespace, / NR BARRIER �'' �''�`` �--ROOF RAFTER shall be conducted in accordance with RESNET/ICC less than 2 inches of water column (500 Pa), plumbing a in add' ional osur systems shall of b \/\ on installation readily conforms to available I -380,ASTM-E779- 27 and repotTBd�C'� shall extend behind gaping and wiring. � CONCNEtSLABAS RIGID INSULATION pressure of 0.2 inch w.g.(50 Pascals).Testis shall be - P ) g for continuously welded joints and seams, and The air barrier installed at exterior walls adjacent .- - Exlenor trnlli adjacent to showers and tubs shall be � ��\� ° AIR BARRIER CONTINUOUS BEAD R-VALUE/THICKNESS PER CLIMATE performed at any time after creation of all penetrations locking-type joints and seams of other than the Shower/h,h nn e.rrerinr well showers and tubs shall separate the wall from the insulated. ! shower or wb. I />�; . ' OF SEALANT of the building thermal envelope. snap-lock and button-lock types. A 8 �' e e i��C During testing: The air bottler shall be installed behind electrical and Electrical/phone box nn exterior communication boxes.Alternative] air-sealed boxes 8403.3.2.1 Sealed air handler.Ait handlers shall have y ° ' CONCEPTUAL SEALING STRATEGY iI g g "'Oils shall be installed. r r,: \,< a / // // /\\ a manufacturer's designation for an air leakage of not � �.��� ��^•. � UPPER WALL SECTION "-EXPANDING FOAM SEALANT u 1. Exterior windows and doors,fireplace and stove \r doors shall be closed,but not sealed,beyond the greater than 2 percent of the design airflow rate when 1. r�r rr���'' '�;i - ..-.--'- t i in or other infiltration tested in accordance with ASHRAE 193. HVACwell covering'or cell ng penetrated byid return register boots the bootat . �'; �, <r! ...,. /��/...r., CONTINUOUS BEAD intended weathers r pp gf `\ /` /` / iIVAC register boots building rhennnl envelope shall be sealed to the sub0oor, I "O ,.- IU //11 SEALING STRATEGY. OF SEALANT control measures. R403.3.3 Duct testing(Mandatory).Ducts shall be pres- . LOWER WALL SECTION sure tested to determine air leakage by one of the follow- Where required to be sealed,concealed Lire sprinklers shall - _ 2. Dampers including exhaust, 'intake, makeup air, ing methods' only fa sealed inn manner that is recommended by the backdraft and flue dampers shall be closed, but Concealed spainklers manufacturer.Caulking be other adhesive sealants shall 1. Rough-in test:Total leakage shall be measured with not he„sed to till voids between fire sprinkler cover ' not sealed beyond intended infiltration control plates and walls or ceilings. measures. a pressure differential of 0.1 inch w.g.(25 Pa)across- - -_ ,-------_-___ .- INSTALL SHEATHING AT ATTIC _ ___ _ -� the system,including the manufacturer's air handler --..---- - ­­­_� - --" i . SIDE OF SKYLIGHT SHAFT 3. Interior doors, where installed at the time of the enclosure if installed at the time of the test.Re isters ' .' IrC. I F.. ' test,shall be open. shall be taped or otherwise sealed during the test. 4 i SI(YLIGI I T SHAFT 4. Exterior doors for continuous ventilation systems ' - `� --, . �, and heat recover ventilators shall be closed and 2. Postconstruction test: Total leakage shall be mea- ' i• `�."•��.viR�ir"y I .r' aw i;4�• �1 CAVITY INSULATION Y e we differential of 0.1 inch w. . •- '' ' t sural with a pressure - g -- /�l I sealed. (25 Pa)acrosstheentire system,including the pian- l ` INSULATION installed at f r' f ". ( �, .�'r K Urtwrrll etivlhed.p151od or "` ;;{: ' 4 r i CONTINUOUS BEAD ATTIC IN N 5. Heating and cooling systems, where ufacturer's air handler enclosure.Registers shall be Ceiling ;.nn - "" .,3 E„`. i!IM,J: v.' i the time of the test,shall be turned off. to wall drywap gaokolcd to lop p l,rl�,T ' OF SEALANT taped or otherwise sealed Burin the lest. GYPSUM BOARD LINER r P g ire ; Cxlorinrshoalhina caulked. d Tlif.,i�,ii 6. Supply and return registers,where installed at the 8403.4 Mechanical system piping insulation (Maeda- I Olywnll altulke 1,pkle/I d fl?{'11,�ry %t ,;p. and or paol:ala to lop pldlo 118t gc,};,_:, I. 0l [' i, 1 lr.. I Y P tory). Mechanicals stem piping capable of carrying fluids rn prink"'nil'^in. pinto 5 ?:;v�p ?'r`, -k"Tr L:; time of the test,shall be full open. - - - -- _._,_ . _- ... .. - - - ---- - - _ _ _ Y P P g P Y g I'Idding ', T" . �r;`. :r .. . .. - Where required by the building official,testing shall greater than 105°F(41°C) or less than 55°F(13°C)shall be - "' #�'"'' �r' 7 insulated to an R-value of not less than R-3. •O oil coutked. luad Tsp-d or sealed joints _ I "`r'L= Tlf be conducted by-an-approved third party, A written rYv+ 9 :"'1 �''"�} i i.-0yl. . e re ared and FtElf01811a, .•alta enJ 411gA ..,a ' y; IL';,,?,`i report of the results of the test shall b of phskclod Ib botloin PIa10 exlen0�r ettonlhinp 1 r ::.}r.,, t y t D` t `. s;.:,.' p prepared 8403.4.1 Protection of piping insulation.Piping insula- -PREFAB FIREPLACE Ullli - + i signed by the party conducting the test and provided to tion exposed to weather shall be protected from damage, [loUoril plole euunlbdor - (.Inuit[ h:elldl V I?nulkMl, ti:; shall include: gaskeled to sublfoo i f {l11rr't1 nr Onnkr,tml In 1'Krlhqu 1>tnht , ljil'_�r V: 1 INSULATED EXTERIOR the building official.The written report including that caused by sunlight, moisture, equipment ,f::-,.-lit` :% c' J�h�namgand place Qf-busincssslf_the_party.cQn__. maintenance and wind, The protection shall provide .Sutilloal luvd,ctititkvd or ask ted g e AIR SEALING '.'r:',l�'1,' • >-, __<1 STUD WAIL _- AIF;.W",<s'IJ1 ' ;'+' f: I AIR SEALING AT (111GIJT SHAFT ducting the test; shielding from solar radiation that can cause degradation InrlmTnlsU'tllttdostitle k, _ ''r,'rtrl. ,�� I WSTALLINTERIORSUEATHING _•`----'---. --- •JI" . ---- _•---`-- ---__ of the material.Adhesive tape shall be prohibited. I Duct Mastic UE191 Foil Tb--pe "' ` s w fJ, ,� 2. The address of the building that was tested; -ITIm lolsutlm Closure caWkvd or { , t, , PRIORTOINSTAl1ATI0tTOF 8403.5 Service hot water systems. Energy conservation r; ackolgd to lop plate PREFABFIREPIACEUlIIT �i•'� 3. The conditioned floor area of the dwelling, cal- m / 1 measures for service hot water systems shall be in accordance , I culated in accordance with ANSLBOMA Z65.1, prywall caulked.ptved 9t Erlotlor ohnrrlhlnp caulked. INSTALL50LIDBLOCKING MANUFACTURED THIN- ,,� �' /-=CONTINUOUS BEAD OF SEALANT area shall include vith Sections R403.5.1 through R403.5.4. gookelod to lop plate or oak rad to lop plate ' EXFANDINGFOMISEALANT PRUFILEATTIC r s� except that conditioned floor a 1 glued C 4 MOUNDPERIi.IETEROF VENTILATION BAFFLE %% / 'VENTEDAIRSPACE /-- CONTIPIUOUSBEADOFADIIESNE areas where the ceiling height is less than 5 feet Cantilevered Floor i BIOCKING•EAC11BAy CONTINUOUS BEAD (1524 mm); Tap9 of fill over Inert -- i FULL W'IDTI �' AT[IC INSULATION OF SEALANT e>ter__-_- -TIL-- � ( � � � ,_� ,, 4. Measurement of the air volume lost at an internal Cantilevered floors are air sealer/and insulated at �I / / pressurization of 0.2 inches w-g.(50 Pascals); . r11s'!"'l+ perimeter or joist trahsit/ois T1 Pr ad 11srLjolnls In 1r,r;It! - �/ extnnar nhnalhing. tri;'Ix' 5. The date(s)of the test; . -- an e o n - i FLOOR TRUSS prywnn aauatoa,glued nt li;itv d C tilevet d floors,second story bump outs and ba I WOOD FRNIE ,� / ------ ---- 1 W r ASSEMBLY 6. A certification by the party conducting the test of packolod to bottom Plato r 1•i FLOOR ASSEMBLY / / 1 the accuracy of the test results;and11 C.xled r ehanlhka caulked, : �;*'1''ir are another area In the home that often lacks proper all Nllinm pial^rrt,lkar.)ni 9 0 '''L'f��i; oasubtloor vale The floor cavity must be tilled with Insulation with good gnskaler!1n siahlk,ot' olued or gdskelod to bollolll p'nle '. i 7,. CA'AlYINSULATION ; Z 7. The signature of the party conducting the test. a allghtnent(Le.,that Is completely touching)the underside of I r;i': 1. r the floor.The Interior and exterior sheathing needs to be sealeo _. � . 8402.4.2 Fire laces.New wood-burning fireplaces shall -- 6u,rkiln glued,euutktrJ w Uti,kalv,I i: as (a tilt: ; SII I,:.S g 1-1 P IUrhn oitVrirrrcbture ., . I�IIJIfSb4illl'[�+Ebl( I •„ ' t l l�^S' }i r`'�/ } at the framing edges.Blocking between floor]oasts should form i =CONTINUOUS BEAD 1 3 Ebi1[S'd.i419 3u 6bF'r, t: T t � have tight-fitting flue dampers or doors,and outdoor coin- Exlerlor shend,rr caulked s„I,:,;a,�4.,•°�..,I:,,,�•,,•r ir. Its., 1..3' -. � i g g P � ' ; r Rlm),risDYlltt clvaule ciwtk+iil ':. 6 ' �:�1„'a •. a consistent air ban ler between the cantilever end the►est .OFSEALANI bustion air. Where using tight-fitting doors on factory- - ! " • � qr ;tsknlrvJ Iv n{8 pinle lyluetl 4r gaakglgd Iq till plsla .::.:.a.,,P':.:;..:•;:R` I ill fireplaces listed and labeled in accordance with LJL '1'`' Blgcklfltl h'etw'een.oasts •° o{the hoose.Continuous sheathing,such as lnsulating foam I CONTINUOUS BEAD OF bQ P � rlsr %ealed.. erlme."I; 11•;;y CONTINUOUS BEAD �.,•... t :::.::.:.::...:..:.,.::•.- ,R. 127 the doors shall be tested and listed for the fireplace. T`. q:„t,;r;;la�•, jNt,;F., sheathing,should cover the underside of the cantilever and be < :,. . t I _Instollod over a a la g h SEALANT ° ' Isla"a "'' SII al r nl g Sk ! „I'`'t. "'' Ste ptato Installed aver til g•s,oi i,'}Y' rt "N r1; ,; .;.,,.;_x.;,,;, . sUU1TION OF SEALANT lit pr"'i". '."fii!:'i'?{';};:"r ','t;' ; (': "� rt air sealed at the edges wit caul/[. CAVITYIN CONT►NIIOUSBEAD 8402.4.3 Fenestration air leakage. Windows, skylights _P�l ,1,Ip''e tdiY�cr,i�{,,; '..'�>a�:;:fi!':.:;.: ti• ^.fir,'.?' I'RIGID INSULATION. 1 112"RIGIDINSUL1lTI0N OF SEALANT and sliding glass doors shall have an air infiltration rate of Nbiu:shaded components dociflor is Nolo:ahadcd climpononto donignott Igla`,�,!;,Y,g,?dri,;(;,r;I,.ar 1 Al•,;,t,.; k S Figure it.9loctc and air seal both the rloort°-upper welt lvnctl°n m,d the neo.- OSURE not reater than 0.3 efm per square foot(I.5 Us/m'),and Y }tltl , . SDFFITCL g oar Ifow relardor6 Elam Oaf Ilov!1010/defy elan/ V'tj•Il i;/if I %t'a')i a,':``L'i:'':^"•'' 1"', to.Iow.r wall Unction. -EXTERIOR INSULATED WALL INTERIOR GYPSUM WALLBOARD ------. y I • ' • for swinging doors,, not greater than 0.5 cftrt per square •� AS AIR BARRIER foot (2-6 Us/m), when tested in accordance with NFRC -_ -_- -� --'__ _- .. '--.' ---•.. -.- -•~~ - NR SEALING AT CANT ILEVERED MANUFACTURED - _TI LIN-PROFILE ATTIC EAVE BAFFLE AND VENT CONCEPTUALAIR SEALING STRATEGYAT UPPER FLOOR BAND JOIST 400 or AAMA/WDMA/CSA 101/LS.2/A440 by an -- - Ail'sorrier and Thermal farrier AlignlTle�it Rgpz q f l3ul/dlrrg thermal envelope FIREPLACE ASSEMBLY -`- ---- - _______-_'-'-_.--_____ accredited, independent laboratory and listed and labeled -- ...:,. _- _-_ „ --. � by the manufacturer. Envelope Air Sea[[ttg Source:Building Science COrpor atlo„ rhe bv!lding fhennal envelope she l comply with Sections R402.4J.1 and R407.4.1.Z. The sealirly _ - -'" -�- rllefho is bet ween dlssirnllar-materials shall allow for differentia/expansion and contraction. • . Exception:Site-built windows,skylights and doors. II ' ---- ------ 1 MANUFPaCTURED RECESSED LIGHT ENCLOSURE �---ELECTRICAL 8402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8, where open combustion air ATTIC IIJSULA11011 ducts provide combustion air to open combustion fuel � ATTIC TRUSSEl TOP PLATE burning appliances, the appliances and combustion air - 11TVCl�Gg' CODE COMPLIANCE STATEMENT: tI PLUMBING PIPE opening shall be located outside the building thermal !; /� . \ envelope or enclosed in a room[hat is isolated from inside I LIE UNDEIdSIGNED IS A NYS REGISTERED ARCHITECT �5 � __s___=-.._ EXPANDING FOAM SEALANT the thermal envelope. Such roosts shall be sealed and AND STATES TO THE BEST OF UNDERSIGNED'S KNOWLEDGE,BELIEF �` ,_ TOPPLAIE insulated in accordance with the envelope requirements of d VRT Table R402,1.2,where the walls, floors and ceilings shall AND PROFESSIONAL Jl[1DGEMENT,THESE PLANS AND SPECIFICATIONS n " meet not less than the basement wolf R-value requirement. Irk '�r�• AIZF, IN COIVIP.LiANCE WITft TILE 202(1 ENERGY CONSERVATION Y I I -il_-_ WALL STUD The door into the room shall be fully Basketed and any I-tn' .-r'" i �� '- _ EXPANDING FOAM RooF 11 --,I-1/2, _ CONSTRIUCTiON CODE OF NEW YORK STATE. water lines and ducts in the room insulated in accordance 11 -�''T� i I ii I - _ I SEALANT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION r r 1 ' ' i1 - with Section 8403,The combustion aur duct shall be lose- i 1 2-Ia• i I ii 1 I �T�'' ! 1 i 1 2-1/7; If 1 I 1 T ENERGY GENERAL NOTES: fatedlaced where it passes through conditioned space to an R- I I I I II3• 1 1-112, t 1_I,n• I-In'I I vr' I of not less than R 8. I-In' I I-In. , I 111 I I I 1 1. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST CODES. -- -- WALLSiUD I I I I II I 1 i I -+ 1 I ' I I I 2. A.PERMANENT CERTIFICATE SHALL'BE COMPLETED BY THE Exceptions: ' t ' ' ' ' I p •W- ; 1 I I BUILDER AND MOUNTED.ON A WALL WHERE THE BOILER IS LOCATED. 1. Direct vent appliances with both intake and SECOND FLOOR I I i 1 1-1/7• 3. THE SUPPLY AND RETURN DUCTS IN ATTIC TO BE INSULATED WITH EXPANDING FOAM SEALANT AT PERIMETER exhaust pipes installed continuous to the outside. 1-1n I-In" ' 1-1/'' '"''7" , P P '"'" 3" 1 3' 7' R=b FOR 3' OR GREATER DIAMETERS AND R=6 FOR DUCTS LESS THAN CONHNIIOUS BEAD OF SEALANT I i 2. Fireplaces and stoves complying with Section �, r r '� 3"IN DIAMETER. DRYWALL CEILING 8402.4.2 and Section 81006 of the Residential 7-1%�--` � 2-1n I. DUCTS AIR HANDLERS AND FILTER BOXES TO BE SEALED. I RECESSED LIG(ITIhJG FIXTURE AIR SEAL AT TOP PLATE PIPE PENEIItATION Code of New York State. t '' AIR SEALING AT RECESSED LIGHTING IN ATTIC --•-- - --- - R402.4.5 Recessed lighting.Recessed luminaires installed ' 7"': 17 In• It-v7 i. INSULATE MECHANICAL SYSTEM PIPING WITH MIN.R=3. in the building thermal envelope shall be sealed to limit air t-In'i I 3' I I �1 6. ATR BARRIER AND THERMAL BARRIER-A CONTINUOUS AIR BARRIER i. : -== --- _ leakage between conditioned and unconditioned spaces. .7 1 1 ' SHALL BE INSTALLED IN THE ENTIRE BUILDING ENVELOPE. BREAKS Recessed luminaires shall be IC-rated and labeled as having {•v7• I ANDil JOINTS IN SAID AIR-BARRIER TO BE SEALED. an air leakage rate of not greater than 2.0 efm (0.944 T!s) I FIRST FLOOR I- 1-In, _c-i 3•FAl 7. WINDOWS, SKYLIGHTS AND DOORS-ANY SPACE BETWEEN WINDOW when tested in accordance with ASTM E283 at a pressure i 1 3 _ =_ Gre en B u i I d i n g A d vi s or.c o m diffeien`tial-bf-1',57 psf-(75-Pa).-Recessed luminaries droll- 7• , 1;_:_ ANDil DOOR JAMBS AND FRAMING TO BE SEALED. . pBulldinggreen LLC 2008 be sealed with a gasket or caulked between the housing and Ir+ t C,o, a• 11 c•0• 8. SHAFTS-DUCT SHAFTS,UTILITY PENETRATIONS OPENING TO THE EXTERIOR the interior wall or ceiling covering, s 'I OR LINCONDITIONEiD SPACE TO BE SEALED. ° n' t R402.5 Maximum fenestration U-factor and SHGC(Man- / Y N0119E]RAP 9. GARAGE SEPARATION-INSTALL AIR SEALING BETWEEN THE GARAGE .-�' i ;V{ t ,i vr° j r datory).The area-weighted average maximum fenestration j CELLAR SPACE AND ANY CONDITIONED SPACES. I 1' U factor permitted using tradeoffs from Section R402.1.5 or t':r,:r, :1 8405 shall be 0.48 in Climate Zones 4 and 5 and 0.40 in Cli- 10. RECESSED LiGHTIT�TG-.RECESSED LIGHTING FIXTURES THAT ARE INSTALLED t -� �1. a . . h T k� urate Zones 6 through 8 for vertical fenestration,and 0.75 in PLUNF3ING DIAGRAM IN THE BUILDING THERMAL ENVELOPE TO BE AIR TIGHT, IC RATED AND i-u r)a- ''I x � Climate Zones 4 through 8 for skylights. The area-weighted DRAINAGE,WASTE'AND VENT PIPING 6NALL BE J i t,r' s average maximum fenestration SHGC permitted using SEALED TO THE DRYWALL. ':I r 6CNEDULED 40 PVC OR BETTER ABOVE GROUND. �r' r 3 ,."*+:; i tradeoffs from Section R405 in Climate Zones 1 through 3 BELOW GROUND 6NALL BE EXTRA HE CAST IRON �` r ,.,' a y. 1 shall be 0.50. ------ - SEE OTHER AIR SEALING NOTES AND DETAILS-THIS DRAWING. _.. .. -- - (`,r I - - -.._-___.:_ --- 11 i I a.,'Y f I,tl�i -� ,. - in P 111 - .- -- ____-- --_. - __..__ ......--_..-. - 1 r 1 �1 )I �QI k �,,' 8, , •rr 1 ,... r q il.�al , I y t,.t y �•I iF dfi _ ('a 1 ?,' t' d V ' - 3 11 f , M 1yk' iy _ gg ' "•�/_ C'�.tC /t/�CG� �'c I II,A7�rl7lt,l I 1cj �I + r r ,11'a � 1, " s -• ��.D FT/Tj Ir. a�r �.I I �`- \,I\-. D0 /� . 1r 1 /�� -L 2 RAY DQiVER ARCHITECT DRAWING NO: ' ��pK'Q` +`t tri - a . p �t.r � C) 13 �t ARCHITECTURAL DESIGN 4 t! ,., €'t . Y:,, A INTEF21OFt DESIGN pt ,., �G' >k PLANNING&DEVELOPMENT DATE: a?T t+, t , n t, �I RESIDENTIAL-COMMERCIAL-WDUSTRIAL //-.Z< -=(� Ps tui��.w .., a,, ., , lL•_^ 96 RICHMOND AVENUE `P� �'0 0�` REVISIONS: N, 0243 �� S. AMITYVILLE, NEWYORK 11701 AIR SEALING@ExteiI&Plywood Sheathing Seams and Joints ' ' F (631)691-1716 FAX (631)691-1718 .. ---- - -- _ Or NE`N - - --1111-.1111911111111111111111111111111 . EMAIL: RDARCI-IITECT@YAHQQ,CQM I 1 . I ; I . ,->