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�o��Of SOUTyo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd utm� i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46932 Date: 03/26/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 225 Landing Ln Greenvort, NY 11944 S ec/Block/Lot: 43.4-13 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/30/2023 Pursuant to which Building Permit No. 50029 and dated: 11/15/2023 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 a finished basement (with bathroom), covered porch, and an attached garage as applied for. The certificate is issued to: Emmanuel Tzannes Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1322 12/10/2025 ELECTRICAL CERTIFICATE: 50029 10/9/2025 PLUMBERS CERTIFICATION: Emmanuel Tzannes 10/6/2025 Au 0 ' d ignature �o�SufFot,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT s TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50029 Date: 11/15/2023 Permission is hereby granted to: Panza, Marcella 9 Rose Ct Albany, NY 12209 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 225 Landing Ln, Greenport SCTM # 473889 Sec/Block/Lot# 43.4-13 Pursuant to application dated 10/30/2023 and approved by the Building Inspector. To expire on 5/16/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,321.50 CO-NEW DWELLING $100.00 Total: $2,421.50 Building Inspector SO(/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q a c4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marcella Panza Address: 225 Landing Ln City: Greenport St: NY Zip: 11944 Building Permit#: 50029 Section: 43 Block: 4 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical Contr License No: 3897ME SITE DETAILS Office Use Only Indoor rv— Basement W Service P-1 Solar Outdoor Wo 1 st Floor Pool F Spa F Renovation I— 2nd Floor r Hot Tub r Generator Survey r Attic rv— Garage Battery Storage INVENTORY Service 1 ph IV- Heat Duplec Recpt 69 Ceiling Fixtures 10 Bath Exhaust Fan 4 Service 3 ph I- Hot Water GFCI Recpt 13 Wall Fixtures 8 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 102 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights 140' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 62 4'LED Exit Fixtures Other Equipment: Fridge, Oven, Hood, DW, W/D, Septic, Sump, ERV, LED Mirror, 200A Panel 40 Circuit/ 35 Used, 100A Sub Panel 20 Circuit/ 17 Used, (16) 116ARC Fault, (5) 120Combo Notes: One Story w/ Finished Basement Inspector Signature: X —' Date: October 9, 2025 Sean Devlin Electrical Inspector sean.devlin(D-town.southold.ny.us 225LandingLnHouse o�oS�FF01�-c�G Town Hall Annex �� .yam Telephone(631)765-1802 54375 Main Road .c P.O.Box 1179 y Z Southold, NY 11971-0959 oy� E V � BUILDING DEPARTMENT OCT ` 7 2025 TOWN OF SOUTHOLD rluflding Deparfirie t Town of Southn1d CERTIFICATION Date: Building Permit No. 50029 Owner: Emmanuel Tzannes (Please print) Plumber: Emmanuel Tzannes (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of C4010er 7 20 a Notary Public, Q u e e k,r County MARIA AKOUMIANAKIS Notary Public,State of New York No.01AK4875869 Qualified in Queens County Commission Expires Nov.3,20 1 �py� I SOUTyo� - -- — -- - ✓- TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��`' 631-765-1802 INSPECTION [ NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1� -�L +�✓'�� iomlz, DATE I *?% INSPECTOR Soo L�q OF SOUTyO� # # TOWN,OF SOUTHOLD BUILD G DEPT. . 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION V,] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1�© � DATE " INSPECTOR Of SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycou 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a at IV" DATE INSPECTOR a0f SO(/T�,o # TOWN OF SOUTHOLD BUILDING DEPT. MUM, 631-765-1802 iolr� INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ ] UGH PLBG. [ ] . FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: p I p �rcc DATE �'0 INSPECTOR OF 50Glyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CIK DATE INSPECTOR OF 50Ulyo� # TOWN OF SOUTHOLD BUILDING. DEPT. ou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�FINALA/b SULATION/CAULKING FRAMING /STRAPPING [ [ ]: FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 v&& 4VT v bvx,6 S9 �,1 lin ro DATE O INSPECTOR U/ IOU Energy ;r:s In 5er/i o e: ILI November 24th, 2025 Town of Southold- Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Tzannes Residence 225 Landing Lane Greenport, NY 11944 As equested b the Town of Southold, Energy Testing Services was retained by the Tzannes Reside to perform th Blower Door Test at the above-mentioned address. Michael Caruso(HERS Rate 7960376) cond ted the Blower Door Test and found the results to be as follows; 1565 CFM @ 50 a or 1.91 ACH @ Pa.This more than satisfies the 2020 NYS-ECCC Building Air Flow Maximum Re u rement of 3 CH @ 50 Pa. - Please feel fre to give s a call if you have any questions or require further information. Thank you. Michael Caruso President Energy Testing Services 1648 Locust Avenue Suite E,Bohemia,NY 11716 Office: (631)244-2627 mcaruso@energytestingservices.com www.energytestingservices.coin � T ?IELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ��r'•� O 04. ------------------------------------ - FOUNDATION (2ND) o�07 � / cS / bC IF-� vl �v `// ail H ROUGH FRAMING& PLUMBING S H k1" W cfW.Pr�. h CO m INSULATION PER N.Y. STATE ENERGY CODE l Lp env S FINAL Lwool ADDITIONAL COMMENTS 11 1-7 -f Q#Q I P Rio 6-0 re 4.0 1016091 9 L41 ?A �o?00,0-0— .c cf►-1 t. r c c..I* d • lr va t de Y' Cefe+ re2c V J t - 2.0 —X(o ✓e-s — G, -6 U h4-) C�cbf' A �b Ila\ � U°z W H �x Ny n A��gyFF01K��2� TOWN OF SOUTHOLD—BUILDING DEPARTMENT ,��o- ayN N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 W'y • o,� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtoWmy.gov L Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only J I D F19 PERMIT NO. Building Inspector: 1 OCT 3 0 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. T ,DP,iG ID,F,F 7° Date: OWNER(S)OF PROPERTY: Name: _ SCTM#1000- 4/3_ OL/_ 01'� Project Address: 2.2s . LANb A LANE �F_�.r•(P�i=� � Y_ _ _.�.���y_._. Phone#:_. ._.'7�_$ .--.�/qa.-.�Jforvv�_. Email: CLbFLW)EREA0L,C0M Mailing Address: 50_0-S NW4csY-1 PK(A)Y. ®uc�iRSctsN �1Y CONTACT PERSON: Name: KEAL NE: f_�. �P►SS©.� >_ („1..C, Mailing Address: . .Z G, 'TA__C1 M I K F .._...4�(. _SCwTNo,L_& •_ . ,1,(917( . . ... Phone#: 3.� -, Ll3_3--�TC) Email: 5�$74 2e j Ord F h3 s a DESIGN PROFESSIONAL INFORMATION: Name: Ke7 a hFS j CL T� /�SSt7 ,. . _LL-C Mailing Address: , LA I`IE _ fsoj i t+Q ON . Ny Phone#: _6>3i ''_L133 "'C?8By Email:. �S�SI\1bS`( CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION [New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �j® K Will the lot be re-graded? D<Yes ❑No Will excess fill be removed from premises? ❑Yes 2No 1 PROPERTY INFORMATION Existing use of roe /� t� n,11 Intended use of property: S� z Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_Lrb this property? Dyes Mo IF YES, PROVIDE A COPY. W,Check,Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for.removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): �, -tT }� GTAuthorized Agent ❑Owner Signature of Applicant: r Date: /U 2q Z 3 CONNIE D.'BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF SUFFO`IL ) Commission Explres April 14,2-cl;�j 1RETr Q, jC t}� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ( heisthe A�,F-t,[T (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ��- I�-�� ,20 a '1 n.✓ (�� ✓L Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) OFF— Air, H AE7F_T I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Buildik Department Application, AUTHORIZATION (Where the Applicant is not the Owner) I Emmanuel Tzannes residing at 53-03 Douglaston Pkwy. (Print property owner's name) (Mailing Address) Douglaston, NY 11362 do hereby authorize Brett Kehl (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) Emmanuel Tzannes (Print Owner's Name) f �OSlaF Four Co BUILDING DEPARTMENT- Electrical Inspector Gy..e TOWN OF SOUTHOLD c = Town Hall Annex- 54375 Main Road - PO Box 1179 CA Southold, New York 11971-0959 oy Off `` Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(cD-southoldtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/4/2024 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elec. email:pburns1106@gamil.com Elec. Phone No: 631-365-4735 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Tzannes Address: 225 Landing Lane Greenport Cross Street: Manhanset Ave Phone No.: Bldg.Permit#: 50029 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire house, istall underground service Square Footage: 12200 Circle All That Apply: Is job ready for inspection?: El YES Z NO Rough In Final Do you need a Tem Certificate?: YES NO Y P ✓❑ � Issued On Temp Information: (All information required) Service SizeR1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# Q✓ New Service0 Fire Reconnect OFlood Reconnect nService Reconnect E]Underground QOverhead # Underground Laterals 0 1 n2 ✓ H Frame El Pole Work done on Service? ✓ Y nN Additional Information: Service run to H frame for temporary power PAYMENT DUE WITH APPLICATION I I re c or L� Io3�2 % P *- 5D0a`I �o�svFFot,��o Gybe BUILDING DEPARTMENT-Electrical Inspector y x TOWN OF SOUTHOLD oy Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 II Temporary Certificate # /(o i)ce DatelIVI LL& , 2024. Customer Name S Electrician Name P4.1 am i c Address as ✓ecn er Phone S e-mail e-mail burn ` IIOG • cov+� Phone License ,3 g E- Size _ A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service. Y es Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val ys fr the date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main-Road - PO Box 1179 7 Southold, New York 11971-0959 ip e1i ap�r Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(c-southoldtownny.gov - seand(abso.utholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 1/4/2024 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elec. email:pburns1106@gamil.com Elec. Phone No: 631-365-4735 El 1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB-SITE INFORMATION (All Information Required) Name: Tzannes Address: 225 Landing Lane Greenport Cross Street: Manhanset Ave Phone No.: BIdg.Permit#: 50029 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire house, istall underground service Square Footage: 2200 Circle All That Apply: 1:�- /&()�o ❑ Final Is job ready for inspection?: El YES ❑✓ NO [—]Rough In .7 Do you need a Temp Certificate?: YES ❑ NO Issued O / i141174 Temp Information' (All information required) Service Size�1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 2 ✓ H Frame Pole Work done on Service? ✓ Y FIN Additional Information: Service run to H frame for temporary power PAYMENT DUE WITH APPLICATION o (4 Yec LOIo3�2 PERMIT P Address: Switches 9 / •f CY OUlieiS GFI's �I Surface L& Sconces I O► H H's ' r o�� U C L t s Fans Fridge HW �� Exhaust Oven WAD Smokes DW Mini I I Larbon Micro I � Generator -ombo 1 Cooktop Transfer aC ` AH Hood Service Amps Have Usec -pedal: :omments Ll a-A -J�S' b I r Town Hall Annex +$� �y Telephone(631)765-1802 631 54375 Main Road � Fax( )765-9502 P.O. Box 1179 vs. Southold, NY 11971-0959 . BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: /0-2?-2Z Owner: Emma-r\t vest_ 1 z a y;k gS Location of Property: 2_25- I_AWSrN� Please take notice that the (check applicable line): X 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) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) X Roof framing (R) A Floor and roof framing (FR) Signature: 46b Name (person submitting this form): r li KcttL- Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 ADVOCATES ABSTRACT, INC. Issuing policies of ApAstewart Title No. ADV-10318-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) . ss.. COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made, under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 043.00 Block: 04.00 Lot: 013.000 That such search includes a chain of title as to the premises and all of the adjoining lots. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT, INC.,as Agent for Stewart Title Insurance Company BY: Stephen M. Richardson, President Sworn to before me this 5`h day of April, 2022. .6302 Route 25A - Wading River, NY 11792 631-929-6686 - 631-929-3708 fax SUBJECT PREMISES: 1000-043.00-04.00-013.000 Herbert L. Fordham Dated: 04/23/1903 to Rec'd: 05/12/1903 Inez L. Fordham Liber: 539 Page: 3 (Premises and more) Inez Forham died on 10/21/1957. Austin L. Davidson, as Sole Devisee under Dated: 12/21/1960 the Last Will and Testament of Inez Fordham. Rec'd: 01/30/1961 ---- --- ----- ---- - --to--- ----------------------------------------------- -- ------------------ ------ -- - -------- ---- - --------------Liber:4941-Page:215-- -------------------- -------- - ------ Christ Stratakis, Steve Moraitis and (Premises and more) Emanuel Moraitis Map of Sterling Homes Filed on 08/25/1966, Map#4709. Christ Stratakis, Steve Moraitis and Dated: 09/29/1966 Emanuel Moraitis Rec'd: 10/04/1966 to Liber: 6044 Page: 299 John Retos and (Subject Premises) Diana Retos John Retos-died on 12/18/1979. Diana Retos Dated: 12/05/2003 to Rec'd: 02/27/2004 Debbie Socaris, as Trustee of the Diana Retos Liber: 12303 Page: 978 Family Trust dated 12/05/03 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT,INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 5'day of April,2022. a4u)-o,L 0 Page 2 of KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Sufic-kCowl", Commission Expifesl_31+9�m 1 PREMISES ADJOINING NORTH OF SUBJECT PREMISES: 1000-043.00-04.00-012.000 Herbert L. Fordham Dated: 04/23/1903 to Rec'd: 05/12/1903 Inez L. Fordham Liber: 539 Page: 3 (Premises and more) Inez Forham died on 10/21/1957. Austin L. Davidson,as Sole Devisee under Dated: 12/21/1960 the Last Will and Testament of Inez-Fordham Rec'd: 01/30/1961-------- -- ----- to Liber: 4941 Page: 215 Christ Stratakis, Steve Moraitis and '(Premises and more) Emanuel Moraitis Map of Sterling Homes Filed on 08/25/1966,Map#4709. Christ Stratakis, Steve Moraitis and Dated: 09/21/1966 Emanuel Moraitis Rec'd: 09/28/1966 to Liber: 6041 Page: 72 John Retos and (Subject Premises) Diana Retos John Retos died on 12/18/1979. Diana Retos Dated: 12/05/2003 to Rec'd: 02/27/2004 Debbie Socaris, as Trustee of the Diana Retos Liber: 12303 Page: 979 Family Trust dated 12/05/03 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 5"day of April, 2022. Page 3 of It KAREN L.RICHARDSO-N NOTARY PUBLIC,State of New York DIR14837291 Qualified in S,€ dk i�tizt Commission Cxpi PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-043.00-04.00-018.000 Charles Bumble Dated: 04/18/1957 to Rec'd: 04/19/1957 Anna Bumble Liber: 4289 Page: 348 Anna Bumble Dated: 04/05/1961 to Rec'd: 04/07/1961 Helen Anne Thompson Liber: 4968 Page: 125 Grover R. Thompson, Individually and as Dated: 08/17/1972 Executor of the Last Will and Testament of Rec'd: 08/23/1972 Helen Ann Thompson and Mary Jeanne Liber: 7225 Page: 470 Thompson Rock to Alex Martakis and Timothy J. Ford, as Joint Tenants with Right of Survivorship Alex Martakis and Dated: 10/31/1977 Timothy J. Flood Rec'd: 11/18/1977 to Liber: 8345 Page: 424 Alex Martakis Alex Martakis Dated: 11/08/1983 to Rec'd: 11/29/1983 Alex Martakis and Liber: 9466 Page: 181 Eileen Martakis,ux. Continued..... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 5' day of April,2022. OY. GlLcz,�nQ Page 4 of tt KAREN L.RICHARDS&N NOTARY PUBLIC,State o`New`rork 01R14837291 Qualified in Suffolk runty _ Commission Expires 3 &3 Continuation 1000-043.00-04.00-018.000 Alex Martakis and Dated: 03/17/1984 Eileen Martakis Rec'd: 04/04/1984 to Liber: 9539 Page: 94 Eileen Martakis Eileen Martakis Dated: 11/23/1988 to Rec'd: 12/29/1988 Emanuel Tzannes Liber: 10766 Page: 178 --Emanuel-Tzannes - ------------------------------------------- ---------- -- ------ - - - --- ----- ------Dated-04/02/2004-------------------------------- - -to Rec'd: 04/20/2004 Emanuel Tzannes and Liber: 12314 Page: 533 Koralia Tzannes,ux. Emanuel Tzannes, as Surviving Tenant Dated: 04/01/2021 by the Entirety of Koralia Tzannes,who Rec'd: 05/14/2021 died on 02/26/2021 Liber: 13104 Page: 495 to Emanuel Tzannes (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 5th of April, 2022. KAREN L.RICHANDSON" NOTARY PUBLIC,State of tNewYork 01R14837291 QUalified In t—Qf"f[JI Commission Expo lc-'-- - V-.- --- Page 5 of I I PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-043.00-04.00-020.000 Edna A. Brown Dated: 08/11/1954 to Rec'd: 08/24/1954 Robert F. Renner and Liber: 3745 Page: 502 Alice M. Renner, ux. (Subject Premises) Edna A. Brown Dated: 12/16/1960 to Rec'd: 12/21/1960 Robert F. Renner and Liber: 4924 Page: 137 Alice M. Renner, ux. (Subject Premises) (Correction Deed) Robert F. Renner and Dated: 12/23/1960 Alice M. Renner, ux. Rec'd: 01/06/1961 to Liber: 4931 Page: 429 Laurence LaVeglia (Subject Premises) Laurence LaVeglia Dated: 09/07/1960 to Rec'd: 09/08/1960 Laurence LaVeglia and Liber: 4870 Page: 579 Dolores F. LaVeglia (Subject Premises) Lawrence LaVeglia and Dated: 05/28/1968 Dolores F. LaVeglia Rec'd: 05/29/1968 to Liber: 6354 Page: 567 Lawrence LaVeglia (Subject Premises) Continued..... ADVOCATE'S ABSTRACT, INC. e. BY: STEPHEN M. RICHARDSON Sworn to before me this 51h day of April, 2022. 0 r a& KAREN L.RICHARDSO ' NOTARY PUr LiC,Slate o':Nli lw yeric Page 6 of it C1R1r837291 Oual;fied in Suffolk c,.'1unJy Comn"sssio+i Exp+res_S 3�( �UZ-3 Continuation 1000-043.00-04.00-020.000 Lawrence A. LaVeglia Dated: 09/07/2001 a/k/a Laurence A. LaVeglia Rec'd: 12/04/2001 to Liber: 12156 Page: 485 Lawrence M. LaVeglia and (Premises and more) Michael A. LaVeglia Subject to a Life Estate for Lawrence A. LaVeglia Lawrence M. LaVeglia,Michael A. LaVeglia and Dated: 04/19/2007 Lawrence A. LaVeglia a/k/a Laurence A. LaVeglia Rec'd: 05/10/2007 to ---- Liber: 12504 Page: 614 Sonja M. Reinholt and (Premises and more) Andrew Derr, as Joint Tenants with Right of Survivorship Sonja M. Reinholt and Dated: 08/05/2015 Andrew Derr Rec'd: 08/14/2015 to Liber: 12827 Page: 999 Sand City Partners LLC (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY:. STEPHEN M. RICHARDSON Sworn to before me this 5th day of April,2022. KA REN L,RiGHARD,O( NOTARY PUBL1C..:,tat•�.of Nevs York 01R14831211 GuatifiFa in S' 3t ' `rtsrit Commissiort Exuirtw 5 � Q Page 7 of t l PREMISES ADJOINING SOUTH OF SUBJECT PREMISES: 1000-043.00-04.60-014.060 Herbert L. Fordham Dated: 04/23/1903 to Rec'd: 05/12/1.903 Inez L. Fordham Liber: 539 Page: 3 (Premises and more) Inez Forham died on 10/21/1957. Austin L. Davidson,as Sole Devisee under Dated: 12/21/1960 the Last Will and Testament of Inez Fordham Rec'd: 01/30/1961 to -Liber -4941--Page.-215- Christ Stratakis, Steve Moraitis and (Premises and more) Emanuel Moraitis Map of Sterling Homes Filed on 08/25/1966, Map#4709. Christ Stratakis, Steve Moraitis and Dated: 02/24/1967 Emanuel Moraitis Rec'd: 03/03/1967 to Liber: 6121 Page: 551 Philip Schiavoni (Subject Premises) Julia Sycz,as Administrator of the Estate of Dated: 12/16/1972 Philip Schiavoni Rec'd: 01/17/1973 to Liber: 7322 Page: 508 Carol White Continued..... ADVOCATE'S ABSTRACT,INC. BY.. _ STEPHEN M. RICHARDSON Sworn to before me this 51'day of April, 2022. , C�c KAREN L.RiCHARDSON Page 9 of NOTARY PUBLIC,State of New York OIR14837291 Qualified in SuffolkL-ua3 ComFnission-Expires Continuation 1000-043.00-04.00-014.000 Carol Giovannelli Dated: 07/21/1979 f/k/a Carol White Rec'd: 01/30/1979 to Liber: 8666 Page: 502 Claudio Giovannelli and Carol Giovannelli,ux. Claudio Giovannelli and Dated: 05/31/1983 Carol Giovannelli,ux. Rec'd: 06/06/1983 to Liber: 9370 Page: 350 Roberta Kruszeski (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 51h day of April,2022. %c oe s. � KAREN L.RICHARD ON NOTAR%'PUBLIC;Sfa )ze it New York 01R1'-837,Q1 Oualstied in Scift 1k C ty Commission Expire6— a—M Page 10 of 11 PREMISES ADJOINING WEST OF SUBJECT PREMISES: LANDING LANE - - ------ ---------- ----------------------- ---- ------------- -------- - -- --- ---- -- ------ ------ ---- ---- - -- -- -- --- - ----- Dated: April 5, 2022 ADVOCATE'S ABSTRACT, INC. �- - BY: STEPHEN M. RICHARDSON Sworn to before me this 5"day of April, 2022. h Q KAREN L.RICHARDSOI; NOTARY PUBLIC,'Rate of New York 01R14837291 Qualified in Suffolk C unit' Commissio,ee Expires Page 11 of 11 s' f BOARD MEMBERS *®f SO Southold Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento cif C®u Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS k #ita G 1"L4* _ TOWN OF SOUTHOLD 0 2 4 2022 Tel.(631)765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 20,2022 ZBA Application No.: #7689 Applicants/Owners: Debbie Socaris,Trustee of Diana Retos Family Trust Property Location: 15 Landing Lane, Greenport,NY 11944 SCTM: 1000-43-4-12 and 1000-4374-13 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated June 22,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject non-conforming, 12,739.27 square feet, .29 acre corner, rectangular shaped parcel,known as Lot 12 of Sterling Homes Subdivision(SCTM: 1000-43-4-12) located in the R-40 Zoning District measures 130 feet along Landing Lane,then runs east 121.26 feet along Manhanset Avenue, then runs south 91.55 feet along a residentially developed lot to the east,then returns 115 feet west . towards the roadway, along an undeveloped and vacant lot to the south, subject of this waiver of merger application, known as Lot 13 of Sterling Homes subdivision (SCTM: 1000-43-4-13). Lot 13 is a non- conforming, 12,650 square feet, .29 acre rectangular shaped parcel, located in the R-40 Zoning District and measures 110 feet along Landing Lane, then runs east 115 feet along an undeveloped and vacant lot to the north, subject of this waiver of merger application, known as Lot 12 of Sterling Homes subdivision(SCTM: 1000-43-4-12y,then runs south 110 feet along two.residentially developed lots to the east and returns 115 feet west to the roadway. Both lots are vacant of any improvements and in their natural wooded state as shown on the survey prepared by Joshua R. Wicks, Licensed Land Surveyor and dated April 4,2022. Page 2,October 20,2022 #7689,Socaris SCTM No. 1000-43-4-12 and 1000-43-4-13 BASIS OF APPLICATION: Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 12,739.27 square feet(CTM: 43-4-12) from an adjacent land area of 12,650 square feet(CTM: 43-4-13), based on the Building Inspector's Notice of Disapproval pursuant to Section 280-10, determining the properties have been merged. "A non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50)feet or more in distance. Non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements, minimum 40,000 sq. ft. in the R-40 Residential Zoning District; located,at 15 Landing Lane, Greenport,NY. SCTM Nos. 1000-43-4-12 and 1000-43-4-13. ADDITIONAL INFORMATION: The applicant's agent offered testimony that the property owner's family acquired, the lots on September 21, 1966. The agent added that the two lots were acquired with the intent to either develop them independently or to sell them,individually,at a future date as an investment. The applicant has continuously owned the subject premises since prior to the merger law went into effect. The applicant submitted as evidence, supporting their waiver of merger application, a copy of the original subdivision map entitled Map of Sterling Homes At Greenport,dated and filed with the Suffolk County Clerk's Office,August 25, 1966 as Map number 4709 (Lots 12 and 13); individual surveys, each dated April 4, 2022, by Joshua R. Wicks, Licensed Land Surveyor; individual Town of Southold Assessor's Property Cards; current deeds; original deeds; notarized Single& Separate Search for each lot and adjacent lots; and copy of individual tax bills. Furthermore,the applicant's agent illustrated that the lot conforms to the original Sterling Homes subdivision and is similar in lot size to 17 lots in the subdivision and general area and also offered several Waiver of Merger applications in the immediate area where relief was granted, including ZBA prior decisions# 4432, #3827, and#2163. Sterling Homes subdivision appears on the Exemption List, §100-12 of the Town code so the merger occurred after 1997 when the list was rescinded No member of the public or an immediate neighbor spoke in favor of or against this application. However, a neighbor attended the public hearing to offer support. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The standard for the granting of a waiver of merger are contained in Section 280-11 of the Town Code. Sections 280-11(A)and(B)require that the Board engage in a two-prong test before granting a waiver of merger. Pursuant to Section 280-11(A)the Board must determine whether the lot proposed to be recognized has been transferred to an unrelated person or entity since the time the merger was affected. If the lot has been transferred to an unrelated person,the lot is not eligible for a waiver of merger. Pursuant to Section 280-11 (B), if the lot has not been transferred to an unrelated person,the Board must engage in a balancing test of 3 factors to determine whether the lot is eligible for a waiver of merger, namely,whether(1)the proposed waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood, (2)the lot proposed to be recognized is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation,and (3)the proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district. Page 4,October 20,2022 #7689,Socaris SCTM No. 1000-43-4-12 and 1000-43-4-13 Vote of the Board: Ayes: Members Acampora, Dantes, Lehnert, Planamento, Chairperson Weisman. This Resolution was duly adopted(5-0). 4Clz�wi �� eslie Kane Weisman, Chairperson Approved for filing /0/�` /2022 �1 1 IIIIIII IIII IIII!IIIII IIIII IIIII IIIII lllll IIIII IIII1111 . - I Illlll IIIII Illll IIII IIIf . SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument• DEED Recorded: 4/11/2023 Number of Pages: 4 J At: 6:20:09 PM Receipt Number: 23-0048879 *ELECTRONICALLY RECORDED.* Transfer Tax Number: 22-24026 LIBER: D00013197 PAGE: 024 District: Section: Block: Lot: 1000 043.00 04.00 012.000 EXAMINED AND CHARGED AS FOLLOWS 1 Deed Amount $375,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE 0250.00 NO TP-584 $5.00 NO Comm.Pres $6,000.00 NO Transfer Tax $0.00 NO Transfer Tax Number: 22-24026 Fees Paid $6,520.00' THIS PAGE IS A PART OF THE .INSTRUMENT THIS IS NOT A BILL Vincent Puleo County ,Clerk, Suffolk County RECORDED Numberof pages 4 4/11/2023 6:20:09 PM VINCENT PULEO CLERK OF This docurnert(:vAl be public SUFFOLK COUNTY rTscurd, Pleaseremove d;i L D00013197 Sop lai Secunty Numbers P 024 priorto retard-hq, 22-24026 Deed 1 Mortgage Instrument Dead)Mortgage Tar Stamp Racordirxl!Filing Stamps 31 FW8 Pagel Filing Fee MortgageAmt 1,Basic Tax Handling 20. 00 2. Additional Tax TP-584 5.00 SubTotal Notation 0.00 Spec.lftsk, or EA-5217(County) 5.00 8rtbTofal 50.00 Spec./Add. EA-5217(State) 250.00 TOT.MTG.TAX R,P.T.S.A. 200.00 Dual Town dual County Held for Appointment Comm of Ed. 5, Transfer Tax 0.00 Affidavit o Mansion Tax 0.0 0 Certified Copy 0.00 The property covered by this mortgage is or will be improved by a one or two NYSSurcharge 15. 00 Sub Total 470.00 family dmifing only. ---Other 520.00 YES_orNO__,�_,__ if NO.see appropriate pproprfate tax clausean page# of t'rtls instrument. d 1 Dist. Section Block tot 5 Communhy Preservation Fund property 27014 2zo C6t2sidrTarservice a Ts Mtion Amour-t$375,000.00 R CWH A Agency arinozs GPF Tax DLie 6,000.00 Verification Improved rs a ens es: ases is rope Hers ar n9A.ddress RECORD&Rc+URN TO: Vacantt.and x Core Title Services 17D 10 1 Hollow T-- Suite 309 Lake Success NY 11042 TD--'---_, Tl}__,_�_--- Mail to: Vincent Puleo,Suffolk County Clerk 7 Title Company{n±orft't3tlon $10 Center Drive, Riverhead, NY 11901 Co_Name vrww,sufFb&oourAyny.govkderk 11 eW Suffolkaunty Recording ing n orsemen age This pageforms part of the attached DIM matte by: (8PI50FYTYPEOF INSTRUMENT) The ptemises herein is staucted in SUFFOLI(COLINTY, NEW-iORK. TO In the TOWN of SOUTHOLD IntheVILLAGE ar HAMLET of BOXE$6 THRU S MIJ. RETYPED OR PRINTED IN BLACK INK Ot'F Y FRIOR TO RECORDING aR F]LING. J 2-7 O BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 9007 CAtMoN_TW AGREEMENT SHOULD BE PREPARED BY AN AWORNEY AND REVIEWED BYATrORNE/S FOR SELLER AND PURCHASER BEFORE SIGNING THIS EVDENTVRE,made the L7A day of�Gl7rtldj✓'�I 2023 D�l000 00 between Debbie Socaris residing at 20 Great View Terrace,Voorbesville,NY 12186 B'04.OD L' 00. party of the first part,and Vrettos Tzanues&Chrisenthi Vrettos,both residing at 249-36 57ih Avenue,Little ow Neclr,NY 11362 party of the second part, *777VESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration,paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the SEE SCHEDULE A ATTACKED(DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the some premises described in a deed recorded in the Suffolk County Clerics office on December 20,2022 in Liber 13183 page 585 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVEAND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if k read"parties"whenever the sense of this indenture so requires. EV if3'IT7VE,4S WHEREOF,the party of the first part has duly executed this deed the day and year first above written. INPRESENCE OF: Debbie Socaris NYSBA RrsdmtW Rest Easte Pam on HoWoes'+(90)) Copyright Capsoa,D—topment 4- i RECORDED Number of pages 4 4/11/2023 6:20:09 PM VINCENT PULEO CLERK OF This docttmerd vA'f be public SUFFOLK COUNTY mt ard. Piaaserest;ove aR L D00013197 '90riat secunty'rqualbers P 024 pdorto recordinq 22-24026 Deed 1 Modgage Instrument :1 Deed 1 Mortgage Tax Stamp Recording 1 Elting Stamps S FM Pagel Filing Fee Mortgage Arn 1,Basic Tax Handling 20. 00 2. Additional Tax .. TP584 5.00 SubTolal Notation 0.00 SpewAssft, or / EAS2 17(County) 5.00 Stlb Total 50.00 Spec./Add. EA-5217(State) 250.00 TOT.MTG.TAX R.P.T.S.A. 200.00 Dual Town Dual County Held for Appointment Comm.of Ed. 5, TrmnsterTax 0.00 Affidavit o Mansion Tax 0.00 Certified Copy 0.00 { The property cnvored by this mortgage is or wi16 be irtvraved by a one or two M!SSurchaMe is. 00 470.00 family dvmwng only. Sub Total yES_or NO Other 00 Grand Total 520. 00 If NO.see appropriate lax clause on page# of ft instrument. d 1 Dist. Section Block tot 5 Community Preservation Fund 23014225 Real p art ya Cotzsicertion Amout375,000._ 00 TxCniC� sa aT Agency R CWHA CPT?Tax gtire € 6,000.00 Verification Improved is a ens es: ores is rope ens a ng ress RECORD&RC++URN TO: VacantLand x Core Title Serv:L TD 10 1 Hollow Lane Suite 309 Lake Success BY 11042 TD__... TD�� Mail to: Vincent Puleo,Sulfolk County Clerk 71 Tifie Company information 310 Center Drive, Riverhead, NY 119DI Co.Name vAvw.suf€blkcourntyny.gov/clerk .0fts Suffolk ounty cording & Endorsement Page This page forms past of the attached DB® made by: (SPECI�YTYPEOF INSTRUMENT) Thepterrkesfierein issituated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD Int hp.MLLA G F- or HAMLET of Boxes 6 THRu 8,mw, BETYPED OR PRINTED IN BLACK INK ONLY PRIOR M RECORDING OR.FtLING. v Z7R3 0 BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY ANO REVEWID BYAWORMS FOR SELr.ER AND r!.50(- PURCHASERBMUSIGNING. WOW THISDWEN7VAE,made the 2-7-h' day of�lif7rVdj✓'�/ 2023 S'049 m between Debbie Socaris residing at 20 Great View Terrace,Voorhesville,NY 12186 S.04-co L° Ola. party of the first pan,and Vrettes Tzannes&Chrisauthi Vrettm,both residing at 249-36 576 Avenue,Little ow Neck,NY 11362 party of the second pan, WITAZUETH,that the party of the fast part,in considerdtiod of Ten Dollars and other valuable consideration,paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the SEE SCHEDULE A ATTACHED(DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the some premises described in a deed recorded in the Suffolk County Clerks office on December 20,2022 in Libor 13183 page 585 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVEAND WHOM)the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first pan has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the patty of the lust part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any pan of the total of the same for any other purpose. The word"party'shall be construed as if it read"parties"whenever the sense of this indenture so requires- IV WITNESS 0WREOF,the party of the first part has duly executed this deed the day and year first above written. INPRESENCEOF: Debbie Socaris NYSBA Raddm W Real Edam Pam on HDWod?(9M) Copyright Cepsoay Deaelopmm t 4- � -- - - -- - Exm coulm USE ONLY C1. swrscode A,7r3r8i8r9 I C2. Date need P--c dad 14 / 11/ 20231 INS):www.ow.sweriy.us t amth Day year I New York State Oeparttnont of a- Book 11r 3 r l r 9, 7 I C4. Page I ,0 ,2, 4 I tl TaxaUon and Finance Of(!de oCReOPmperty Tax 38rvk= PROPEPMY 11IMPIM109 RP-6217-PDF Rea!Property Ttartafor Report(8/10) PROPERTY INFORARATiON I.property is Landing Lane LowCon •srr�Tguwrae •omsat Kowa Greenport 11944 -cawomwvm,, %MLApa •>9vrzce _'Buyar N Tzannes vxettos •wrruwe)ownwr aaorwa:s Tzannes Chrisanthi t+rArexrrcetd+w,r wins a.Twx tndiwtevAletealvvoTareBB■aretabs sow Tzartne8 yretto8 6 Chrioanthi. Ad dress tfeSter tl:®buyer add oae(af EaMasn offotm) uarrawamarwam roast wum Ad'drtrse 249-36 5?th Avenue TAttle Neck NY 11362 eTRra. MMURANOMMa CRY OR IM"$ WA79 ZiP[aaL a�sen �ttaosf*fOfAnmd w)e�A i tlof PmosUr on ©Pwtora Parcel (UM/irPmtataPareat)Chooknetheyepply: 4A.Planning Soard WIM Sub Won Aulhonty Was a� -•Rewrcrrr X -oevm OR «ear, 413 6ubdlvlMan Approml was Regtdred for Transfer 4C.PamdArwroved for 6ubdMslen War Map ProKdetl Socaris Debbie 0.Satmr -rnaraa an Home caacrwws nA6f IiI1MPJCa10'Irtr RRarNWaE ' •T-Select ths daaerfptton which most acrurator describes tho Check the boles below an they applyr are or tho Propsm at the Wm create B.Ownarihrp Typo to CandomMlum C.Residential Vacant Land e.New Coambudlon an a Vacrad Land 0•-�•I 10A,Pmpafty Located within an Agric;ltumt District l.,.l ft►B,Buyer raeatmd a dladowne notice Intgcadag tlrw Bro property Is in an 0 Agriculture;Astrid FORMATION 18.cnoek one or more of diago candit Dag Re 8PPOWID1.to Usnefer. A.Sale Between Relaom or Famter Relatives 11.elate contract Date 01/2 3/202 3 8.sets between Related Campardea or Partease in Business 2 2-T 2 3 c,on1 orr&AWIsGoWaaso�t�r •T4.aato ofSatofftnofar O.Baydrer Baler to t3avammwu ADenry arLenamg InaUNtion t9,Coed Type notwananty or 91twn,and sale(Spa"Below) P.eaie or Fracttwtgl orLaaa Bran Fee Imereat(specify Belaeq 113.Full Sate Pdca 375,000.01) O.BIBMIcm Ctumse fit Properly Bowe"Taxam stater,and Salo oetos (FuB gam Price In Bra rolal amount paid For the property anctudlng Personal arty, H•Sars or Bwtnese is Included In Sam Prim 1WSPO mmM may be In Ibaforel of cash,ocher PrsP t Ogtnr•Umrsasl Faelwa Afloctlnp Soto PKaO(SptreBy twfow) property ny m goods.d the esmun&bn of J.Norte mestgaBoa another obiEgallsng.)Phase Ndfrrrtl ro me rraamaf trhofa dplrer emvvnl. Commeae(s)art Coadfeoa: 11.loatcata the vague of personal property Included to the arm .00 ASSESSM&Wr alfrould mfiect the WWI FIrmiand Tax DIU 16.Year Of Aewaoatnent}toil Isom Which Information taMea(YY) 22 'tf.Total Aoeeaeed Valve Boo MR Proportyciaea 311 •ta School ombtet Name Greenport '26,TRx MOP Idam[(torp)[Roe Iderdraega)(Hmoro Ulan row attach sheet vAlh addtt[onef Idalni6er(ep 1000-043.00-04.00-012.000 CER11FICA N I Certatrmatna of tlm evens aI lnfonvtnum entered aw inm Perm arc true and enrroet(to the boat of a W knowledoo end bo6o0 and 1 undoramad that eat rnok"or arty wi6fal fats*atatement 61 ameatW fact beroln aubfeet mo Lathes raotMleae et±pa r•a••nF law rvtwtra to the making and f l npof false matramoMo. SELLER BIGNAMSPH PR�[t CONTACTINFORM aorpormiee.a ba&d lgrdgr M b ernratorN tbrdtswer,Nate;dh b tt yar .C,tocbb.oatodseon, pmnataAmww,earnww 100—� ansb arallr na rot trdlMdwl eearamadudiay.atana=aadmntadlokanaticn ut an trts lAu(AospmaStc paa►oaeotn rtnsagrgvoadroamaar�a na tresrtartnurf to aatmad.lYGo or PdNafa+aJrJ Dace aRRATura4 as MINER SIeNA'nMV! Tzannes Vrett09 rAsrrurut rrRarwure ,��� �✓��o-Ca431�1 I l Ply 'f6lf:R.Of/a NUMaeR few W9aG[9) 249-36 57th Avenue •am011as iR •cmmr NAME Little .Neck NY 11362 •urroRmwR •cdra -mcon6 SUVEWS ATTDRNPV Tsempel is Ma.cia. tAWNRAie FRtrIW1B (212) 336-0841 lgww` CO08 TPEPr•DNe rANIeBR(tr aC9aruol Page 3,October 20,2022 #7689,Socaris SCTM No. 1000-43-4-12 and 1000-43-4-13 The Zoning Board of Appeals held a public hearing on this application on October 6, 2022, at which time written and oral evidence were presented. Pursuant to§280-11(A)the Applicant has submitted documentation,to the satisfaction of the Board that there have been no transfers of ownership of the lot outside the family since the time merger was affected. Consequently,the lot is eligible for a waiver of merger. Pursuant to §280-11(B),the Zoning Board finds that: (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because Sterling Homes subdivision was created and map#4709 was filed with the Suffolk County Clerk's Office on August 25, 1966 and Sterling Homes subdivision appears on the Exemption List, §100-12 of the Town code and that the ownership has not changed since acquisition, September 21, 1966. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because it is currently-vacant unimproved in any way and fully wooded in its natural state. (3)The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because the subject,recognized, lots(SCTM: 1000-43-4-12 & 13) conform to the original subdivision,are substantially larger than surrounding lots and public water is available. Furthermore, the applicant is required to install an I/A wastewater treatment system if/when the lot is developed with a single-family residence,which is, environmentally beneficial to the community. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law,Section 280-11,motion was offered by Member Planamento, seconded by Chairperson Weisman,and duly carried to GRANT the waiver of merger as applied, recognizing the individual lots known as Suffolk County Tax Map #1000-43-4-12Ϩ-43-4-13, as shown on the individual surveys prepared by Joshua R.Wicks,Licensed Land Surveyor and dated April 4,2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proof that waiver of merger is affected by way of a recorded deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM 1000-43-4-12&41000-43-4-13 be provided to the ZBA within 2 years of the date of this decision. Failure to comply.with this condition will result in nullification of the waiver of lot merger granted herein. 2. When developed the individual or entity building a single-family dwelling on either lot,shall install a Suffolk County Board of Health approved Innovative Alternative Onsite Wastewater Treatment System(I/A OWTS). 3. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 04/20/2023 Number of Pages: 4 At: 10:52 :59 AM Receipt Number : 23-0052886 TRANSFER TAX NUMBER: 22-24854 LIBER: D00013198 PAGE: 025 District: Section: Block: Lot: 1000 043.00 04.00 013.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $375,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0 .00 NO Comm.Pres $6,000.00 NO Fees Paid $6,520.00 TRANSFER TAX NUMBER: 22-24854 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County ao RECORDED Numberof pages 2023 ADr 20 10;52:54 AM 6incent Pulec CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013199 Social Security Numbers P 025 22-2404 prior to recording. DTRECORDED Deed/Mortgage Instrument Deed/Mortgage Tax StampLL' "din`�q-%'i Ste ps vtn� n 4Heo 3 FEES t+LMN Vr Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA5217(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A = Held for Appoint n Comm.of Ed. 5. 00 Transfer Tax Affidavit • �. Mansion Tax The property covere by this mortgage is Certified Copy or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other �..- Grand Total %ZN If NO,see appropria tax clan eon p is men \J 'nil 23015367 loon 04300 0400 013000 5 Community Preserva on Fund Real Proped P T S I� Consideration Amount$ W� Tax Service R oTY A Agency CPF Tax Due s Verification 10 APR ,Improved 6 Saps clions0 arge eases List Property Owners ailing Address RECORD&RETURN TO: TTD MAR1A��? DRpADWAY Sv1TE 510New yogkK.,NEWwy— local Mail to: Vincent Puleo,Suffolk County Clerk 71 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk rrtle# 8 Suffolk County Recording &`Endorsement Page This page forms part of the attached made by: (SPECIFYTYP.E OF INSTRUMENT) MP,RMLL-A PANzA The premises herein issituated In SUFFOLK COUNTY,NEW YORK. TO In the TOWN of 1 EMmAtajigL-TZANNES IntheVILLAGE or HAMLET of 100JI�f�►1 BOXES 6 THRU 8 MUST RETYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. War) BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAtr1TON:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. ' D� S. �THISINDENTURE,made the 2? � day of �etjf✓�F.V2023 19 04'00 between Marcella Panza residing at 9 Rose Court,Albany,NY 12209 / L 013. , ®party of the first part,and Emmanuel Tzannes,residing at 3250 Manhasset Avenue,Greenport,NY 11944 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration,paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and-being in the SEE SCHEDULE A ATTACHED(DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises described in a deed recorded in the Suffolk County Clerks office on December 30,2022 in Liber 13183 page 586 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of,the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. l AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the parry of the first part will receive the consideration for this conveyance and,will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as,if it read".parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the-day and year first above written. 'IN PRESENCE OF: aL-0-a Marcella Panza NYSBA Residential Reel Estate'Forms on HolDoeg(9=) Copyright Capsoffl Devclopmcnt Stewart Title Insurance Company Title Number: CORE27828 Page 1 SCHEDULE A DESCRIPTION (AMENDED 1/31/2023 ALL that certain plot, piece or parcel of land,situate, lying and being in the Village of Greenport, Town of Southold, County of Suffolk,and State of New York, known and designated as Lot No. 13 in a certain map of Sterling Homes prepared by Otto W. Van Tuyl &Sons, Land Surveyors at Greenport, New York and filed with the Suffolk County of Clerk at Riverhead, New York on August 25, 1966 as Map No. 4709. For Information only: Premises is known as 225 Landing Lane, Greenport, NY 1 State of New York ) ss: ® County of� ) llf On this 39P day of F&bCu 2023,before me,the undersigned,personally appeared Marcella Panza;personally known to me o proved to me on the basis of satisfactory evidence to the be individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacities,and that by their signatures on the instrument,the individuals,or the person upon behalf of which the individuals acted,executed the instrument. Notary Public Bruce L.Salisbury Notary Public.State or New York Qualified in Albany County No.01SA6365315 Commission Expires October C2,20! NYSBA Rcsidmtisl Rcal Estate Fors on Hott)ocs7(9100) Copyright CapsoW Development -2- 1 - y • • ' I IRSTRUCTI0IS(RR52174'0F4N%www.mpe.omm&ny.us FOR COUNTY USE ONLY , I� ,��� 8y(®0 a7 C1.sms Cade 1 r I Tmmt[on and Finance CL odd.adld ftwfded I ZO(Zia I 010p el Real PrW*Tall Sere cu I G�- T-, d2� RP-6217-PDF C3.Book 1 I f� Q;) O 1 C0.Page I r r , , I Raid Property Trmdar Report(e7(0) PROPERTY INFORYATTON 1-Pm� 225 Landing Lane •aromas reeves •mram arrt Greenport 11944 -w•mrTom Ml4Q -ape= I I i•mW Tzannes Emanuel •wrwuwrrw,. i wrvmsotauaT warlVM i.Tax kmuldr�kraoeTmmBallotohem� Tzannes Fnanuel ® m"lla iovrsflrlbuyxmOfteeadbomwnolfaml wTAddmgnmrC�I4w rs,nwae 4k9+•0--.643M Ifl � Greenporl NY 11944 nmrE.wmamraaaa 6•Tw rnW nMt seea 4.kAkalsthengMWDFAsma at 1 FaP+,� ❑PstdeP� (�IrPmrtafm Pa,nl)Cbwknomapptr. ❑ Rod parents trarrahrred an fke bed 4A.Pmmbp cord Wit Sub6WUm AufrolR)r Fula Loan 0.29 pnPM4r rwnwlcul � •Qmp. All -+ens 4aSubelr4bnApprewwnFtp,oaerorTnnara shm 4G PmralAppnwE for 51eRNt M WD M P Prodded Fanza Marcella 0.1MNr turrwreoown raft Nab Moro usrewexarav„ ram wm -7.OMect the eeempim arWri,mst acaestmty dmaboo the Cheek the kow below as a"mppy me of the Palm qi acme flue of mw.. L Oammmhlp Type In Cmdunke m C.RablentW Vacant Lead L New Commotion anavmantLend Q 10L ProW laadod rdida m AgdpQcml DoWd 1fe.Bufarfowkad■dWamn robe k*nm them fhe ppaN in In an Apt and Dt" SALE INFORMARCI 1LChm*oseoromon lhemearAmtmsmapplk&Wootraaomer A.eda Soarow Rulzom or%m Rdeirm It.ads conhdDome 01/2 312 02 3 ®.Sets, rnRw(mC=VMnorPo msinBumaw. q ,�1.. C.One althe auYaa h euo a tiers 'IL Dab od 9omeRnmts Z ( WZ3 O.EhW offelm m a GwA ml Agency or lamp kratlukn WVE.Owed Typo nod Wwomriy s @omgek mni Smta(Spo*aebrrl a cer F.rile FuW of Lan irm Fee Interest ISM*edge d ML Fall Site Pita 37 5,0 OU.()n 0.tip Cm,enpa ti Propaty T8ta6la S=s and tied Dom (Fie So Pike k M Intel mmm paid for fnt properly Ong P'n�pmwty. N•Someof tkwbrasborrm Aeiti�iedo Pei 1.Nono Umsld Fadon AlLdrrg Sab Prim(IRredty 9atew) TNmpayrrmrt�he k ar form d aomt aMrprapatly sgmde,s the mmtlaPioo nt J.Nsom ms4aora or aim digtluaL)Pdram round In tee neared aroma doibrmnerma Coneomt(e)on OotAWon: 1IL humems Dom wba of Portland progeny batadmd In the Mk .00 ASSESSIAENT INFORMATION-OOte OVA email Oro IWV Find ASmfir rd Rot afA Tax BW l0.YmofAmnamaaItaefroeadrkdfInttemmontmk0(YT) 22 '17.TotdAmsummavalue 600 '11.Propertyt9ma 311 _ M0.tTChoolDleklgNanra Creenport -A Tax Notarrtwaymmosli de)panonthu loon mllmckshmtvftmddkbrWIdmsliw(op 1000-043.00-04.00-013.000 CA I CM�r elKeDd the Item of Yfmnmdm anYrad m ehb loan mntrae and eorfmcd Rom did beA of oy luaadmda and bmlkt)and 1 atlmnurA msa the reaYbrg of miry armW fade stalmrant ai emerTlmt fatturmdu aub(eet rsm to ftpMftTM&qf&A PwNUMIpww In The mamp and nmmg of MM lndru. da. tP er,eJhrMoa hrilmbllrf.tiara a uryma LLC.mrw7. ma.a�Lmmr eYmepry,coma tr ER SENA71JFIE 2 .aa eat a ew m rresaal mprN m eaAvy.M s race rtl mnm mAl,asmar d m YeTA,rtlmymeti 3 LoL pryr,a ow r.a.r4raaneaprmaq marso,.rmon em.ngrd lYamamrfantrMJ ewnrea.nve a Tzannes Emmanuel •wrruum —^�Lrwnrewa we.an �.ew,o,are.ra�aarm a.wusaan•ur , nn PO Box 142 •meerrwaa •a.weerrwa GreenparL NY 11944 •nrrwrarw — 7il,n -acaa BUYER11ATITIBNEY Tsetapelis Maria r.armaa ra,mr rwr (217) 336-0842 MFAWar 7F1iC.rEf rrreRma,ell/rla APR 2 2 2025 L April 14, 2025 r;,. , 4' Emmanuel Tzannes 53-03 Douglaston Pkwy. Douglaston, NY 11362 (516) 661-1442 Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 RE: Request for Extension of Building Permit#50029 SCTM#1000-43-04-013 To Whom It May Concern: I would like to formally request a 6-month extension on my Building Permit for 225 Landing Lane, Greenport, NY which is currently set to expire on May 16, 2025. Due to unforeseen financial hardship, it has delayed my project to continue the necessary requirements to proceed as originally scheduled. If you grant this extension, can you please mail the updated permit documentation to the address listed above. Thank you for your consideration in this matter. Sincerely, Emmanuel Tzannes PPOPfPTY -�5UPVEY or - WICKS "\ ' 0-kt ,d, SURVEYED DY:1.R,Y/. ORAVfti BY:LR,LV. J00 ND.:IRVI¢aosy; '[ P.O..O. DOX 693 Sterling Homes Center Morlebes, N.Y. 11934 !`;; ;:�i•34: :" %�^ 1'a M,-Fig"? 7oshuaRVicksegaiall.cova �$31-405--B108 - stu,QHic SCALE • o s 1 2 3 o is un ,w,r tit At �t.-�X i' \\ `tr�?c�k Caw lax Map fin: tam -i?1.�.Cr,-01 .G?J-CY5.000 "'T.:In-YY 4��, fi € 11 ,S 87°05'00" E 115.00, ' LOT M ' o ` (PROPOSED LOT UWE) 01° ci ' O "''�t p 1 aiaj«�ORn�i O �� 1 �oe� a•si°cwer� LOT 13 LOT fa }' N 87°05'00" W 115.00' f'f ! i ord: vyy LOT AREA 12.650.00 S.F. 0.29 AMR(S) .4f0 45to� (t3 4�ViifFi IL7 H'iLfXifi+t a:s.[^.'3.+7 TC 7�':'l3?:Ert Lid'Fiff.','�<4 L';ti4 i4.fi STsvL/ ::{q f A 17 Sjx oq CF if ire o-.swc RAS.Xil m tA%.Ut my R?!twpi_--<4 Ff ur-,4m+ING,.-, vrs E)MI—y n � , T �,�, :%-Yl(���; ,%ice./,';,;,,;%%ii';�i,;.,.,,i,. .s_:a.�% ,,.:;."a�;�;�}-✓„ �'.. i1j111 6➢J 0 ® ®o KEHL DESIGN ASSOCIATES' LLC J residential & commercial design • consulting00 ® i ® PC,Box 1675 phone: (63 11 433-9084 Southold,New York 11971 E-Mail: ssbn654@optcnline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & I OI DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented ® therein, are the property of D.A.K. ASSOCIATES, SITE LLC. No part thereof shall be copied, disclosed PLAN PROPSRT� I to others or used in connection with any work OF or project other than for which they have been prepared without written consent. a a � � O ® SIT CIA TE G 'FRI E E N P 0 IF?, T TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK I S . C . TAX No . 1000 - 43 - 04 - 013 I SCALE NOTED BE LOW 18-2 -- ,� PRIL 08 ' 2022 � _ i CW7$ Powder -- CW 145E b J� "Room r b 2880 P,, II —- 22—° 8 Master m i' itchen 0 Bathroom -� .`--- AREA = 12 , 650 . 00 s . ft. d &—- _ LO >? Master 0 . 29 a c . Bedroom IWORK NOTES: 21 }-i 6' I 0 80 Garr age I ` I � � 408ODD Great Room 28e0 I 080D I L L . I L ,� 15r_O» I �m � I r—————————————— I L Bedroom Bedroom cl� [q. I KV r I I SJr' C%16L L%IoL %Ir,(I C1 jCF y (2 1J`x94`LVL Hdr. 1 1° 2 1 xB`LVL Hdr.CF15L Cx15R C%15L %1'R 221— r, 21r-1r/� _--_- § ° House Drawn ,.203 SfN °rr I 21.9 Lk Nh I § 1 ira 8'Garage poor y� Max. Allowable House 2431 SfN I Ip ® PROJECT: 20% Max. Lot Covera e - 2530 Sf. - s } o House Drawn 2455 Sf. N R I C"iMI - I L0 N I I 225 LANDING LANE I GREENPORT, NY 11944 I SCTM#1000-043-04-013 o --- - --- ------ -- --- ----- --------- ---0 -- ;DRAWING TITLE: it fSho ® o® -- SCALE SITE ®0 AFLA UA9ft PLAN SET: ISSUED FOR: DATE: 0 5 10 20 30 40 50 60 70 r f SEAL: DATE: JUNE 15, 2023 © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. PROJECT NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1 147-2023 UNDET FEDERAL COPYRIGHT LAW. `PEE�f !��' ::. t DRAWN BY: PLANS MAY NOT BE REPRODUCED WITHOUTi^o,,;, SITE PLAN DISCLOSURE: WRITTEN AUTHORIZATION. * �� fir, ;�'r CHECKED BY: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF l�" .f, � SITE PLAN INFORMATION IS BASED ON A LAND SURVEY KEHL DESIGN ASSOCIATES, LLC. 4 , ' ; SHEET NUMBER: PREPARED BY JOSHUA R. WICKS P.L.S. LICENSED THE FIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE _ -. LAND SURVEYOR. NEW YORK STATE LICENSE NUMBER 051025. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN <^�A a ;<ti/\� A Aft. 0 01 PROOF OF PURCHASE. F Quo P.O. BOX 593, CENTER MORICHES, NY 1 1934 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: 01- J O S H UAR W I C K S@ G M AI L.C O M of Health Services, Town Building Departments, DEC, FEMA, etc. 631 —405-8108 Verify all conditions, codes, and requirements with such agencies prior to 1 construction. SURVEY DATED APRIL 08, 2022. TEST HOLE DATA -'n B;"" B =BA„aER °397 .7) ALARMICONTROL PANEL WIRING DIAGRAM P.2 , �/ '-2 _ d®mtr4iov fDu®ber 396 ?•(7 N2'T• EL80 ''ll •-0 '-1' �iobic FHYntiao Chamber 3914/T T^ DARK LOAM(OL) eA mCovteC Filnvtmv Cnemblr 191 ar CWCUUnOIe e(T-bv 90 U ^ \l, g ROJECT LOCATION BROWN SANDY MY LTJL) 0 AIR LM'T PUMP imf Ch=CNOmber 6 •c A T'J� 3.V CTON Total V.h- 100 1Y✓ y•,7 r� - PAIEBROWNFWETFSTO COMSESMO(SNT CM,(aPncwu) +�,(V W(EL.I.MoKEKPECTm OROUNDWATERELEV.) a•IMET P •UIRET pPE SPECMCATIONS 11 r b= Q Aveerobic M.& PPYPE F ' e 3245 FF BA'IEI-1.00RWNOWATER ELEVa a• 'L 9� Board 7-eAeiobm Medea PVCIPP/PE, Filbv Rrda 1]% O C5 I Aerobicmwia PP/PE, jra Ra. 55% O WATERNPALEBROWNRNETOCOARSESAND(SM BI-, 2.8 cfin O7 T T FRP VAEi B AIR UFi WNP li P-mg PVC/PP/PE celoB Tn.FmAu SHED¢ IDemf tact( tioad) CMOTme Tobbte rxalae D' na1 rlaca e VACANT TESTXOLEBYWOONALD R VIRTUE I OEDSCENCE DATED BO7/M21 OPE.la(,�. (a�ND a- VACANT B 1 " H. LOCATION MAP TAT 12 S ORW DI BELOW"GRADETERED PLAN VIEW P511B I r i ' S 87°05'00" E 115.00' ' W B, 9B �. GENERAL NOTES TEST f Dw�„ rows 9 3 1Ir uuaotE( 19.11AIW0.E( u•uAraolE cnJNDFn(ronaxu) 1SINFOOTCH 'YANHOIE TB Tm •F'R'nv O SUS 1. APECIF1 IONS OFALSAND HELODISTCALT TOWN OR UCTDN ANALL CONFQtMTO WE STANPARTM NT t-1•I O R0.E yp[ \ er_e ^. O �s ON OPENING e r a HEALTHI SERVICES AS REQUIRED. qt NLIAGEAND THE SUFFOLKCOJN7Y DEPARTMENT OF flg�PROPoSEDEXPANSIONBPXA7rX O DRNEWAY (1ARAOE O ll p I•-ti IRO TYPE 2, BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY JOSHUA R WICKS,PIS DATED 2 DEEP IPACXINOOALLEI'TD BE oi'Fl-Q0 (DWI D rr� ( 4 CON MEDIA APRIL8,M22 ELEVATIONS ARE REFERENCED TO THE NAVD BB DATUM. INSTALIEO PYP.OF/) a 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES MOR70 PROPOSEDBSXUTX20EEP fmi:%�A PROPOSEDVENTTO 34nY e'SIDCvfE IE emNEP Tel MECQAMENCEMENTCF NORM.THE CONTRACTOR 60.0NSEOALLbUBSIIRFALE BETERUDIATED c v. --------------7 -----------------N NFORMATDN SHORN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED IEACXN00ALLEY PTP.OFB) EMOJGX ROOFWRX�T13ACARBONFlLTFR CIRpt�qy� ACCd20NGLYINTHE FBID�I STORYR EKE ' - ASSEMBLY 4. AMWWMS PARAnMOFTM(f0)FEETHORMWALMDSGHTEBJ(IB)NMESVEWMLIS SNOLEFAMILYRESIOENCES � PF. 103B_p3Op•_� ©CONNECTEDTOPUBLX:WRIER WASTE UNE TO I(eBRD[Ns) BULOINOOANSTRUCTURES. ANGLE.NOBENDSARE -1Y-11• © a'-11'E. „ 5. WECONTRACIORSHALLBE RESPONSIBLE FORSECUTAGALL NECESSARY PERMITS BEFORE .4�. ALLOWEDBETYIFFN 2R TM COAfIffNCNGN'ORK BULDINOMOVAUNIT g OBIC MEDIA 0. ALL UNSUITABLE MATERIALANDOESRIS SHALLSEDISPOSED OFINACCORDINCE WITH TOWN. O wd 0 CWNTY,STATEAVOFEDERALMS,CWESMDOROWANCES.CONMUORSH011BE PROPOSEDRESPONSIBLE FOR OBPoSING OF ALL UNSUITABLE MATERW.S GFFSITE.DEBRIS SHALLNOTBE OISTNBUIDNBOX M. - w, OWE fDW� Tv nW ASSEMBLY INm Tel --- N --_-- BURD:OONSRE. _ x u w�1----vS� ---------- I- x F • Fu)iClee USA P" I 1 7. ALLPERATUREAND SHRINKAGE. TRANSPORT, AND TMLOWME E STRUCTURE OR 8.2 w J f00 ga ^4 [I0.Nn Fi.O mPtUr•I ¢ ¢¢¢ IEMPEAATQ4EAN0 SHRINK4GE.TRANSPORT,AND TO ALLOW WESTRUCTURE TO WITHSTAND PROPOSEDVAFUJICLEANUSA T y y a� SECTION A-A VIEW -• AA3ROHMLOZNGATTREC-OMCONDMONSWONNONNEFIPNS. < < SECTION B-B VIEW P e. ALL PRECfSTSTRUCTUNES SHALL BE MANUFACTURED WITH 40D PSI 128 DAY STRENGTH WASTEYVATERTREAIIdENT N 8 °05 00" i 1 0 ' CEN-7 SYSTENIMODELCOF7 ABUNc PROPOSEDWATERSERYICE Structural Drawing wv CONCRETE. PROPoSEDEIECTRG SNIM-ED 9. SANITMYRPETOBEWRaWCORASSPECIFIEDONPLANS. PROPOSEDELECTRICSERVICETOBE 1D. WRINGWNS]RUCTIONMOSMNMOSMIMENTMWROLMEASIIRESTOSEMLIZEDAS PIACmNCONWII ***BENDS NOT PERMITTED ON DFANA+RI'TOPRETC.THEETHOOSN MATERAENTT00YEDINTREWSPONDS, CLEANCONTROL PANEL WIRING DIAGRAM P.1 NECESSENLETbETC.TTHET KUOFATERNLNTTOOYEDINTHEAS,nNDTIQ4AND NSCONTR ON A E P.o E DE AND HI BE EET) MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFOWA TO`THENEWYORK SNOLE FAt9LYREMODICES TOCONTROLPANEL(S EE OETALTXB SNE�) CONNECLEDTO PUBLIC WATER TREATMENT UNIT INLET LINE(S) PLEASE OF THIS VIDE WIRING IS ALSOAGRAM PROVIDED TO NINSIDSED ENEMAIAN RATEOR D CONTROKING L PNER ELENCLOSRE).CTRICAL CONNECTIONS. GULSACKF6 FOR LSHALL WN AND ESELECTGRNENr MAMRIL SITE PLAN (A COPY OF TH S D AGRAM N ALSO PRDNDED INSIDE NEMA 4 C RATED CONTROL PANEL ENCLOSURE). AUMACID I MIN MOISTURE TUREC CONTENT. S DETEERLALCOYSTANDARDPROCTORMUM DENsm AT WE OPTNARA MOBNRECONTENT.AS OETERMNEDBYSTANQARD PROCTOR TEST. PLEASE NOTE:THE BASIC FU.R CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER ORTG DEVICE.PLEASE muE1=3B-0' OdMON NEW CONSTRUCTION*** CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARWCONTROLLER UPGRADE OPTIONS. 12. LOTAREn 12,65D BY. 13. THEREAAENOWELLSWRHINI57OFTHEFROPERIY. i-°W RBaml y_. - -- �d 161TtB-- -- ANTI-BUOYANCY --T 0 0 0 0 © Q T01 nil o C /CONCRETE I I -"I --1"-1 "-"T--pa---T' FUJICLEAN I/A OWTS I 1 DRN�.ND I 1 1 I I 1 9 • a T N i i i I i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AM-T ALL FEET, 1 7Len WATER: 7.422GALOF 034 LEGAL e2./TRICE 1 lAtEu �A i L-- I PERMrr FOR APPROVAL OF CONSTRUCTION FOR A •-"' CONCRETE,ORY:I50LMF SUBMERGEONET:87B LBCF i � gAvx nwl i Y'1%--� SINGLE FAMILY RESIDENCE ONLY Pt FxB Ire NCHSTANLESS STEEL SOL DRY.IED LBCF SATURATED:117 MCF NET:BT LBLCF I I nu CABLE WITH THREADED -_______________J,.-----^!P rLGL1 I BWiDI CRCUIf PPAIECIICN.OICRLO+D PROTECIMV BOirtu vFW D°YOi WScI EYRETENDSLWP OVER HIGNEST IXFECTEDGROUNOWAIEREl2e I I I I 9.9 UfD114CCNXEDT FRO'AfkD BY OTHERS NURmi BOTTOM OF TANK EL I.2 POLnoK2D o-wx IAxKaxpsEcu SECURE TO B10 lNSI R 91 D ACCORDING TO RAN/WJTOR _ PARTN0.3017-20 801e'm°'T WBI/ERC•EDOEPTHOJr DATE 10A9I2023 laa,]cova F7mx9.-JNNc TURNBWIQES ORPN .L-------------. I MAMDACIIIRB40 S'CCRUDpS H.S. -F. f O. R•23-1322 MATERIAL IFAWI°AX w8rxoamctA AFROVEDEQUAL 1 I -__.__ __ 7 I _ GW. r,Aarxn-N„a° GIVE) FUJICIFARCMM TANKEMPTY: APPROVED DATE'flNZIM i r D.SON TARR$14AT(ERY)TAGE:37M FF ft+P lici¢IFsa cAmin noRn TOTALBUW MCYATW M MONDEPM37.B3SFXD,BX621PCF•.I,USLB P I umaa Ss iuRNBIIcx1E JAuxR � FOR MAXIMUM OF 6 BEDROOMS PRECAUCONCRETEOEADMAN: pMw A EXPIRES THREEYEARSFROM DATEOFAPPROVAL DNENNONs:6 FT LONGX 1S FT WIDE X.67FTTALL^B CF p SSHARDA•AREAND TOTALDRYN'EL;HTAUXISOIB'CF-941.3 LNUG e O N Np1 FASTENERS NETABGHTm6NERGEDWWATER0CFXN.OULCF=520LS lio°s�.I eli°Foal wicC01FrrP1 PRECASTR'cNFORCED / 1 u`�ix{e Design Professional's Certification Required. POLnotSEM CONCRETE SOUK'JGMABOVEONCRErEDEADF WATFMLSUBMMSDN(e-0) DIFAEU(Nf'0.NENT$(EOYFFFS564 A'81/DR NIpS)PROVIDED B(OREPS PAr.wx4' DEAIXAANex I.Fx SO' DEADMAN SURFACE AREA 0FTX UFT=9 SF MID MUST BE UL APPRINED 1HERLVILY FROTECTED PUMPS Submit P.E.or R.A.Certification For VOLUMEOF SOIL'9FTX6.0FT-64CF plume 4a.ntie NETWE1GHi0FSOILSUBMERGm NWATER5/CF%83 L&CF=N,482 LB The Installation and Construction Of the Sewage Disposal System Use Form WWM-073 L AMEBUOYANCYON.WLVIONS: Itrml dAi[0084AJE9DbLl'ORTRIR$R1M8&9JBMERSIGN: DESIGN BUOYANCY OF TANK(SUEMERGE D OE,):-1,BBB LB rrmmnaErnr 1a NETANE MAN OF DEADMANRFSAUIX2••1,0521B TEMPERATURE. TINGERM OF FIELD(NAND GROW LUG ORSUSE MUST BE.ON LEAST 140 Y. F. FUJICLEAN CEN 7 ANTI-BUOYANCY DETAIL NETANRaU=v OF SOL(2)4482X2••8.9B1 Le (��G. C). TERMINAL STRIPS AND GR06R0 LUG USE CLIPPER CONDUCTORS ONLY. POLYLOK 3017-20H6 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL TOTALNETATHBUOYaNCY:tOAtB 8 CIDNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND EXCAVATION INSPECTION REQUIRED xorioscAE SCRUB NTs 10,DIBLBI-I,BBBW-01%e150%SWHSREOUIREV.EM FIELD WIRING SECTION ISEEDETALMLSSHEET) DASHED LINES REPRESENT FIELD YIRIRG FOR SANITARY SYSTEM BY HEALTH DEPARTMENT WBIALBEACQN TVENT JR WE VENT TO BE TERMINATED ITMN WROUGHWERCOF. S MN. FUJICLEAN NEMA4X CARBON FLIER oxmoLPaxEL EXTE HEALTH DEPARTMENT APPROVAL STAMP DEVICE WATERTIGHT PVSTCFRANEBOOVER W/AWROVm LOCIONG DEVICE TO N'ATERTCHTPLASTIC FRVAE a COVER WJAPPROVED O A. WYMSIDEVICESEIGH 6CRES. ORE PROVIVEY LOCONGARYSET016'EIGHBBACESTN.OR AR BELOW 2. SAFETY LIDS/DEVICES TORE PRDYIOm SECONDARY SAFETY IIDb IpEVICES TORE PRONDm SPR 'GFF.ELID5 PROVDEENDCAPTYPE CONCRETECOVER OQNCkETE OVER CONCROECOVER CONCRETE COVER CHBOCONOURLEVELNGDEMCESATC1FANo0T OUTLETS TRAFRc -FIc TRAFFC ICALANDCONTROLTOSLOIEa F•OFNEEL9 I'.U• BEARINGSLAS BEARNGSLAB EARNG SIAO TRAFFC , , ,B_82 8. ELTS EL 7B EARING SLABNM0.WeDNGTOOWiS ' � pSEPHWY.EL 53 1MI. 1M I I'NJ. l * O 6MMter,ardmeaar LeiM sai,eym,meTrrmraemmaay�.Nen sue' INY.ELSB 2 IE 2E 2M ALLEPTABLGPOOLBG MIS ikmbemFq Ne eeef Olen Ergmeec AdUpctttLmdburveyore z S VENTTO VA UNIT ACCEPTABLE IFACHNG mM15 A9 APPROVED By eleRd,NeelemMElgMeec AmAAea,orlarJ 6lmeYorsnanelmlm r NV.EL.0.1 WE BOOKS. EVENT POOR LEACHING LACR Art BLOWER ere A.hkNersml vH ft Idffiin-At_I b0ored by heM /'SAIRART WA9IE PPE ®®®®E: ®®®® ®®®® ®®®® MATEWA.ISEN000NTERED,EXGIVATICNISTOSE WEATHERREESTANT ELECTRIC RISER DIAGRAM MSmlvo SOW Nedate of YxA elualina,mNe ep.....mvptenoT r-1'NCWASTE LNE 7LXEPNLX fA ®fED DSO IO®®® ®®- IO®®® 3'I.BN. PITCH IA INCH PER FOOT INV.EL 61 CONTNUED TO SUITABLE MATERMLAND N0.oSURESUPPIUED PIECE LO NCH PER N NCR PER <'EQUALUATION 2-0' 4'EQWLRATTQ4 2-0. 4'EOWLI2ATION 24r S]®® OUM N¢elmmlmn. A Cj te11PIAN.) FCOT FOOT ®G PPE PPE® PPE® ELAD D® REQUIRED. CURNGRNGSMAYBE SYMWUFACTURER NOT TO SCALE `Vp 081912 EL12 IS' 1T12NR1) I _ ELECTRCALSUPPLYFROM �FESSIDN POIYLON 30f7�t01J8ffi - BUILDING MAN BLEC.PANEL 4'ONCREtE SUd S.C.T.M.:DUST.1000 SEC.43 BLK.4 LOT.13 ROUNDSEPTICOISTRBUIION WATFA EL 2.0 - - - - - - - PROPOSED VAFUJI CLB _F0XL TPRNOVWD&UAL 6-`iiDGEO WAS- - - - - - - - - - N'ASTeNATERTREATMERT DISTRIBUTION (IDQIESTEIIPECTED) - II, Scala:ASSHOWN Condon Engineering, P.C. LOT 13,MAP OF STERUNG HOMES FILED SYSTEMMODEL C BOX DETAIL � LEACHING GALLEY DETAIL NOTE: Br2511966,FILE NO.4 Y09 FUJICLEAN TREATMENT SYSTEM LEACHNGGAUEYSTOBE 1755 Sigsbee Road OF SANITARY SEPTIC SYSTEM'PROFILE MMUFAMUREDBYLWGISUAND FUJICLEAN CONTROL PANEL AND BLOWER DETAIL D BvmbYJ C Mat5tuck,New York 11952 225 LANDING LANE PRECAST GRAN APPROVED EQUAL. GREENPORT,NY NOT ID 6CAIE NOT TO SCALE DB�:9JYa°23 (631N ondonenglneenng.om� SANITARY PLAN ,.t FOUNDATION AsiftBUILT LOT 13- MAP OF STERLING HOMES 't IG FILED:AUGUST 25, 1966-MAP NO. 4709 SITUATE GREENPORT, TOWN OF SOUTHOLD G SUFFOLK COUNTY, N.Y. b C TAX MAP NO.: 1 000-043.00-04.00-0 13.000 DATE SURVEY&STAKES: DECEMBER 1 1, 2023 FOUNDATION A&BU1LT:JANUARY 4.2024 0 30 60 Feet , SCALE: 1 INCH= 30 Fir t O 0 Z y LOT 12 w p Z LLI S87005'00"E 115.00 `Z � � a A O z o o CELLAR ENr. 0p n 37.0 Z 36.2' ul la? v N N \ U) ci 7 Z � , 0 a V ! zJ� CONCRO EFOUNDATION � -d El'•W IDE WALL O 0 r•� TOP FNa:13.00 tV � q In LOT 13 ! W m I LI j O N Li z o _O u in < io b IL C NO 3z o 41.8' _ a Z E.W. O U °t O 0 p 0 Z C lU 0 m Q Nr- '� (j ` d 1- b.--CC SIPwnF.F "c 1.9'S1;1 115.00 N87a05'00"W p = Z c LOT 14CD -' -01 c �C E na m c ' 0 4 GAi xa�7: E 1 rou,uc LAN=auz_rz=cl�Lc.hLi�a:rrc ccacc._o_ E c.uxAur:rc;aAtrcra:r_taanh-atraeaTorPacu�..rrvve^vcvah fl 1 Llecr.mLuac-:•.:Yo:.QCALLZAvmtAnmmerG=c-nox-:o.,Guc;.r.T:1_u:. C:xN7YarX GTAT6:r.9CATLOx U.W. RI I.OxLY.Ot39SaAAV:U.^.rdl.LlF^rL�NTi��i'-:.+(O(i':C},iL a:i�L`LL.L.4:L ai M1:&xll;a'dLTAL'>A.�PD COC.T.GCT CCF,:G OFTLPCflUAYLYDid'a Ofi7�trtAi+NOiSK AJZa ♦r r;:LM7AL 4 ± � f , G.C:t:TL�FCRTOx70x rF,:7 r^AUxCFFY GtIn^:GYP.tll1^GPG?3GY:,t0.::'LiC bt.+?Vd/.® y i ' r'\ p x, f t i it9j In AcCan7nC.bSTN7T:aru:wGx:C.C:TC.D car G O.FwI.CTIC:iQ: 1r 1 t i _ 1 i � l j { cau�rcraacoFr-.a.r.ucucarracxa.:,..t..�xP.�r.cxc.�Q...a:�:�t� . ri �� q w•_Guc.-cYara.vtc,-.:Qs;:ra-lawrtahtail -GaroFGK:oxaFcawlossr f` //�� c:_xa.aracu�:rraAFtnFtiFoTM.Tacatc r;cQPaFasY.:cruc '���/ ( , 9 ,- � '� (�� .^ t �'"•-. 70VGr973d-NTALA7CNCY,Ar'a 7a rLiGLGNatxO'_^.`iT[TCfLTQN iP'wTL.Q aN v L,A: u-Stt� Yl� ! -..F' � ..__......_ -:SxCAFdGUR..'GY PSJ P. c'7srccsrl-acATloxaar..�:Arcrdarrcax:�r,=.rls. _ -J f ALI AYa 2cgovrx AND a.'-:}lu l_-zr cz QT a.[:AN-etrNz-mmmmauum G,l xd ft L�► t� SWzV Y!NIG PL;A1`li�I!l�IG 9- ,�'. :AD:.OVCLiwhiQR:A'CnOAC:.iIuA,TLG7C7T Qi:ha:iOFr-x,rYiC'L`A'snaY:AtCxri On • •: r-..✓� � ~�.; 1, Il� rb �f,j��11� �-••.- -GZ.�CGaAa.Xd.�KiL A:S XOr CO.w+aClT1.-'a alive n. � . ', (({y( ' .• '4 ... - -_Tit,C:F:GTGCG0.71P3G3:1CXa}:;y-.,ry}iG�aJd T.=:1^.:C GTAUCTUrGG TJ-.7G � YAQIhIG RIVER MAIM©R-RQAL?a MAY�IORVIL'L " - "9�$9 F�QF,�r, }�:GR��:OFhGF:CGCQPS FJ:GhNa U:LAxCTiGr.FCiZJ4 TKO. V �-:+ /� `. ► ' r' _ j rvrcxa:ar_oi�cr-cc>rcrlaxeFF.a_c:.s�.x:xlxowAUG.FoaLc.:Arlae ^-� PHO-NF-:� V3 846.997fy 3" h Flsxnf,v .Antraau:TZ crU-Lazu3:°."C Akre orr_r-TFCC: ` a;,:� .:f" --..• --i . ,.,p,`^, t ( .-cxr_Ycu reccnr:.a-ruyuAsmac:sancac:co,�ia;:a_Lascwclrauux �- --EIJIAIL: AJG246:@OI�T0N IN .MET s G^lQ:a-;=r k��G' eCOAL4LCagira11AY Cox-'A-IM-L-w1m;.. mAM-. � t i uucrr_rArLcuat:lcAr�r,:.ccL�r:a.Aaam.-x:,hxaQ:uuozo. � axaFs�rrcQc::atsaxtvmr-avrccxorccrh.F,3.:.C;r %L .yWNILZc. ,7 i 1 =-l:c�cs-ns xarca V �ry�s �r U� 0 O 0 (y) _Y LOT 12 S87 D 05'00"E 115.00 T o6 7.29 1.22 0x InLL O 0) 9� O O O Z U 7• N 4.OX15.0 Z O Z A.C. CELLAR ENT. li (!7 (L x'.N' UNITU In z 36.2 37.0 . 11,8j a N ASPHALT DRIVEWAY 7 D 0 Z WITH BLOCK CURB GARAGE U) Q r G.FL.:11.27 3.OX4.010 3 J PLATFORM m c� 5.0 O a 2 STORY (4)4'DEEP 3 'pp FRAME LOT 13 N LEACHING NZ RESIDENCE N GALLEYS rr m n a #225 3.0xe.0 lJ a a O TOP FND:13.00 PLATFORM 0 7 A 47' J I J m F.FL.:14.05 ,J K-+ 3 B.FL.:5.05 J _ w -1 B 38' A 44' w w RIDGE:34.22 U) a o t7 t9 B 32' a a O N J y A54' w W '7 B 32' B 25' w w I- 1Ir�. ° p / FUJI CEN7 U LL W I W 9$pp 1/A OWTS a ( m O IP D.B. Q]Q— w 32.0 D `p 41.8' O A 68'6" A 66' P A.C. W.W f 7 1 a- .�6 B 28' B 18, , w UNIT 3 •SI 0 () N D SANITARY 0 O w WATER SERVICE 1 coNTROLs z N O z N Q w—w—w—w w—W—w N � Q h low +7 0R 1• N-..-s_e.—..�'.. �x.. HEDGEROW,.QI2Sx -.._I.:3_N 1O oo"N lt. o \ O LEC. 1.613 6'STOCKADE FENCE 1.9'S Z METER 115.00 N87D05'00"W j Z m g LOT 14 H D J M O O C SURVEY OF PROPERTY 0 LOT 13- MAP OF STERLING HOMES m FILED:AUGUST 25, 1966-MAP NO.4709 SITUATE ° J GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. Of NZ J TAX MAP NO.: 1000-043.00-04.00-013.000 a DATE SURVEY&STAKES: DECEMBER 1 1, 2023 FOUNDATION AS-BUILT:JANUARY 4,2024 pc E FINAL SURVEY:SEPTEMBER 29,2025 �I o s 0 -ELEVATIONS REFER TO NAVD88. -OFFSETS MEASURED TO FOUNDATION. 0 0 30 60 o Feet E LEGAL NOTES: 1.COPYRIGHT2O25AJCLANDSURV NG PLLC.ALL RIGHTS RESERVED, E SCALE: 1 INCH= 30 FEET 2.UNAUTHORZEDALTERATIONOR DITIONTOTHISSURVEYMAPBEARINGA p LICENSED LAND SURVEYOR'S SEAL S AVIO1_AMONOFSEC7ON7209.SUBDIVISION2. U OF NEWYORK STATE EDUCATION LAW. 1-1 3.ONLY BOUNDARY SURVEY MAPS WRH THE SURVEYOR'S EMBOSSED SEAL ARE 0) GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND C OPINION. .� 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS 1 - F PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR i LAND SURVEYS ADOPTED BYTHE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LANDSU.1 1~`t 1� r •r td�l� — BOUNDARY SURVEYMAP PREORS.1 C.THE PA ED.TO THET E COMPANY.TO THE WHOM THE 1U 1 — — GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS C i AJC LAND SURVEYII`I,G PLLC - BOUNDARY SURVEY MAP. O S.THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. J 7 )} LOCAMON KNOWN N OFENMUSTDIMPROVEMENT50RENCROACHMENTSAE NOT ALWAYSA RBI LAND SURVEYING &_PLA�NNI1\i1G �� Q IMPROVEMENTS MENTS RENCROACHME T ESTIMATED.FANYESHO UNDERGROUND ff [— _ ENCROACHMENTS ENCROACHMENTS RED BY THIS SURVEY. SHOWN.THE IMPROVEMENTS OR Q 153 WADING RIVER MANOR ROAD,MANORVILLEL�1-949 PRO ERTYLINES�AREIR DFOR A6 SPECIFIC PURPHOSE ANDSE AND THEREFORE ARE NOT O • N INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS.POOLS.PATIOS PLANTING AREAS,AODITONSTO BUILDINGS.AND ANY OTHERTYPE OF D PHONE: 631.846.99,73 CONSTRUCTION. y L'-- �"�'--�I�'* ,"� �'- •`y,^J—^--y— 8.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON 0 --,-EMAIL: AJC24'6@OPTONL.INE.NET; unoeETacTM'rne�MOO FAN EM BCATIONS.DEL COPIES MAY LETIONS DELETIONS. AND CHANGES.DAO 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. U Installation Manual Installation and Fireplace Setup 500.,19 INSTALLER: Leave this manual with party responsible for use and operation. OWNER: Retain this manual for future reference. �w This fireplace uses SL1100 Series Chimney 2" CLEARANCE TO COMBUSTIBLES AND BUILDING INSULATION FROM CHikINEY REQUIRED. NOTICE. DO NOT discard this manual! WARNING: If the information in these {�533 instructions is not followed exactly, a fire Q "� or explosion may result causing property P Y 9 P P rtY damage, personal injury, or death. MAY - Z 2024 • • DO NOT store or use gasoline or other flam- mable vapors and liquids in the vicinity of this �,AYNCIDL�'T• � or any other appliance. T ' !��SO���OLA O M®del S • DO NOT overfire. Overfiring will void your warranty. ASH36 LISTED - Comply with all minimum clearances to com- bustibles as specified. Failure to comply may cause house fire. ° A WARNING HOT SURFACES! Glass and other surfaces are hot during g7", operation AND cool down. 67 Hot glass will cause bums. • DO NOT touch glass until it is cooled ti • NEVER allow children to touch glass • Keep children away • CAREFULLY SUPERVISE children in same room as fireplace. • Alert children and adults to hazards of high temperatures. WOODBURNING FIREPLACE High temperatures may ignite clothing orotherflammable materials. • Keep clothing, furniture, draperies and other flammable materials away. Installation and service of this appliance should be performed by qualified personnel.Hearth&Home Technologies recomends HHT Factory Trained or NFI certified professionals. NATIONAL hearth :V FIREPLACE NVAxNrnTG FACTORY TRAINING INSTITUTE' Fire Risk. A CCR71l ICAIION AGENCY For use with solid wood fuel only. / ���r Other fuels may overtire and generate poisonous S Lxrt 61/ tl gases(i.e.carbon monoxide). u Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 1 Safety Alert Key: • DANGER!Indicates a hazardous situation which, if not avoided will result in death or serious injury. • WARNING!Indicates a hazardous situation which, if not avoided could result in death or serious injury. • CAUTION!Indicates a hazardous situation which,if not avoided,could result in minor or moderate injury. • NOTICE:Indicates practices which may cause damage to the fireplace onto property. Table of Contents 1 Product Specific& Important Safety Information 6 Shrouds A. Fireplace Certification 4 A. Radiation Shield 26 B. Non-Combustible Materials 4 B. Field Constructed Shrouds 26 C. Combustible Materials 4 1. Open Top Shroud 26 2 Getting Started 2. Mailbox Style Shroud 27 A. Typical Fireplace System 5 3. Roofed Style Shroud 27 B. Design and Installation Considerations 6 7 Finishing 1. Selecting Fireplace Locations 6 A. Finishing Material 28 2. Locating Fireplace&Chimney 7 B. Hearth Extension, Building and Finishing 30 C. Tools and Supplies Needed 8 1. Fireplace Installed Flush on the Floor and D. Inspect Fireplace and Components 8 Hearth Extension Raised to Bottom of Firebox E. Fireplace System Requirements 8 Opening 31 3 Framing and Clearances 2. Raised Hearth Extension and Raised Fireplace 32 A. Appliance Dimensions/Weight 9 3. Fireplace Opening and Hearth Extension Flush B. Clearances 10 with the Floor 33 Minimum Clearances to Combustibles 10 C. Non-Combustible Sealant Material 33 C. Construct the Chase 11 D. Mantel and Wall Projections 33 D. Frame the Fireplace 12 E. Sidewalls/Surrounds 34 E. Secure and Level the Fireplace 13 8 Fireplace Setup F. Protective Metal Hearth Strips 14 A. Install Hearth Molded Brick Panel 35 G.Outside Air Kit 15 B. Install Back Molded Brick Panel 35 4 Chimney and Termination Requirements C. Install Side Molded Brick Panel 35 A. Chimney Requirements 16 D. Install Screens 36 B. Offsets/Returns 17 E. Install Mortar(Optional) 36 C. Termination Requirements 18 F. Grate 36 G.Gas Log/Lighter Provision 37 5 Chimney Installation H.Wood Burning Inserts 37 A. Typical Chimney System 19 B. Assemble Chimney Sections 20 9 Reference Materials C. Install Chimney Air Kit 20 A. Chimney Components 38 D. Secure Offset/Return 21 B. Optional Components 42 E. Install Ceiling Firestops 21 F. Install Attic Insulation Shield 22 G. Roof Penetration 23 H. Install Chase/Chase Top 23 I. Termination Cap Requirements 24 J. Install Termination Cap 24 2 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 ATTENTION INSTALLER: Follow this Standard Work Checklist This standard work checklist is to be used by the installer in conjuction with,not instead of,the instructions contained in this installation manual. Customer: Date Installed: Lot/Address Location of Fireplace: Installer: Model(circle one): ASH36 Dealer/Distributor Phone# Serial#: AWARNING!Risk of Fire or Explosion! Failure to install fireplace acording to these instructions can lead to a fire or explosion. Fireplace Install YES IF NO,WHY? Verified that the chase is insulated and sealed.(Pg. 11) Verified clearances to combustibles.(Pg. 10) Fireplace is leveled and secured.(Pg. 13) Protective hearth strips installed per manual requirements.(Pg. 14) Hearth extension size/height decided.(Pg.30) Outside air kit installed.(Pg 15) Chimnev Section 4&5(Pg.16) Chimney configuration complies with diagrams. Chimney installed,locked and secured in place with proper clearance. Chimney air kit installed. Firestops installed. Attic insulation shield installed. Roof flashing installed. Terminations installed. Shrouds Section 6(Pg.26) Shroud is installed properly per instructions. Finishing Section 7(Pg.28) Combustible materials not installed in non-combustible areas. Verified all clearances meet installation manual requirements. Mantels and wall projections comply with installation manual requirements. Hearth extension installed per manual requirements. Fireplace Setup Section 8(Pg.35) All packaging and protective materials removed. Molded brick panels installed correctly. Grate is properly installed. Firescreen installed properly. Optional doors properly installed. Manual bag and all of its contents are removed from the fireplace and given to the parry responsible for use and operation. Hearth&Home Technologies recommends the following: •Photographing the installation and copying this checklist for your file. •That this checklist remain visible at all times on the fireplace until the installation is complete. Comments: Further description of the issues,who is responsible(Installer/Builder/Other Trades,etc.)and corrective action needed: Comments communicated to party responsible by on (Builder/Gen.Contractor) (Installer) (Date) 4059-911•Rev A•4-9-18 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 3 1 Product Specific & Important Safety Information A. Fireplace Certification B. Non-Combustible Materials This fireplace system has been tested and listed in accor-This which will not ignite and burn, composed of dance with UL127 Standards by Underwriters Laborato- any combination of the following: ries Inc.for installation and operation in the United States. - Steel - Iron - Brick - Tile This fireplace may be installed in sleeping rooms. This - Concrete - Slate fireplace is not approved for manufactured housing. If in- - Glass - Plasters stalled with a gas log set, provisions for the National Fuel . Materials reported as passing ASTM E 136, Standard Gas Code must be met. Test Method for Behavior of Metals,in a Vertical Tube This fireplace has been tested and listed for use with the Furnace at 750° C optional components specified in this manual.These op- tional components may be purchased separately and in- C. Combustible Materials stalled at a later date. Installation of an outside air kit will Materials made of or surfaced with any of the following require significant reconstruction and is best if installed at materials: the time of fireplace installation. - Wood - Compressed paper - Plant fibers - Plastic WARNING! Risk of Fire! Hearth & Home Technologies - Plywood/OSB - Sheet rock(drywall) disclaims any responsibility for, and the warranty•and Any material that can ignite and bum; flame proofed or agency listing will be voided by the following actions. not, plastered or un-plastered DO NOT- install or operate damaged fireplace • modify fireplace • install other than as instructed by Hearth & Home Technologies • operate the fireplace without fully assembling all components • overFre • install any component not approved by Hearth &Home Technologies • install parts or components not Listed or approved Improper installation, adjustment, alteration, service or maintenance can cause injury or property damage. For assistance or additional information, consult a qualified installer, service agency or your dealer. OWARNING: This product and the fuels used to operate this product (wood and wood pellets), and the products of com- bustion of such fuels, can expose you to chemicals including carbon black,which is known to the State of California to cause cancer and carbon monoxide, which is known to the State of California to cause birth defects or other reproductive harm. For more information go to:www.P65Warn- ings.ca.gov. 4 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 2 Getting Started A. Typical Fireplace System E�Termination cap Additional lateral support for chimney above roof(or enclosed in chase)if needed Storm Collar Non-combustible roof flashing maintains minimum clearance Chimney penetrates roof around chimney preferably without affecting roof rafters Support straps on rafter supports Offset/Return(with hanger straps) chimney(not shown) Ceiling firestop Attic insulation shield must on floor of attic be used here to keep insulation away from chimney if attic is insulated Chimney system Framing headed off Combustible in ceiling joists framing/header Enclosed space above on top of and around fireplace V-shaped standoffs o (spacers) Mantel and surround Decorative facing and trim Hearth extension Outside Air Factory-built fireplace (both sides) Protective metal hearth strip(s) Figure 2.1 Typical Fireplace System Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 5 B. Design and Installation Considerations Consideration should be given to these factors before deciding on a location. NOTICE. Check building codes prior to installation. • Installation MUST comply with local, regional,state and NOTICE. In addition to these framing dimensions, also national codes and regulations. reference the following section: • Consult insurance carrier, local building inspector, fire Clearances (Section 3). officials or authorities having jurisdiction over restrictions, installation inspection and permits. NOTICE. • Before installin%.determine the following: • Illustrations and photos reflect typical installations and - Where the fireplace is to be installed. are FOR DESIGN PURPOSES ONLY. - The vent system configuration to be used. • Illustrations/diagrams are not drawn to scale. - Gas supply piping. • Actual installation/appearance may vary due to individual - Electrical wiring. design preference. - Framing and finishing details. • Hearth&Home Technologies reserves the right to alter - Whether optional accessories - devices such as a its products. fan,wall switch or remote control -are desired. NOTICE: 1. Selecting Fireplace Locations A minimum 1-1/2 in. air clearance at the back and This fireplace may be used as a room divider, installed a minimum 1-1/2 in. air clearance to the sides of along a wall, across a corner or used in an exterior chase. the fireplace assembly must be maintained. See Figure 2.2. Chimney sections at any level require a 2 in. Locating the fireplace in a basement should be avoided. minimum air space clearance between the Locating near frequently opened doors, central heat framing and chimney sections. outlets or returns, or other locations of considerable air movement can affect the performance. Note:1-1/2 in.min.air space F from fireplace to E � combustible materials. I 1/2 in.min.air space at nailing flanges. B11 � A' 12 in. (305 mm)extra space included for each outside air In an exterior chase connection.If outside air duct B Across a or projecting into a has no bend,this dimension C comer garage may be reduced as long as p 24 in.(610 m) minimum clearances are met. from fireplace opening to any perpendicular wall �G� As a 8 room divider _ Along a wall B - 78 in. - J I' B con A 1/2 in.(13 mm)all (1981 mm) I' figurations G 48 in. (1219 mm) MINIMUM Model# A B C D I E I F I G ASH36 in 72 47 7/8 89 1/8 1 44 5/8 1 20 318 63 1/8 1 28 112 mm 1 1829 1 1216 2264 1 1133 1 518 1603 1 724 Figure 2.2 Fireplace Locations 6 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 2. Locating Fireplace & Chimney Location of the fireplace and chimney will affect perfor- mance. • Install within the warm airspace enclosed by the building • Install the outside air kit with the intake facing prevailing envelope. This helps to produce more draft, especially winds during the heating season. during lighting and die-down of the fire. • Ensure adequate outdoor air for all combustion • Installing the fireplace in a basement is not recommended. appliances and exhaust equipment. • Penetrate the highest part of the roof. This minimizes • Ensure furnace and air conditioning return vents are not the effects of wind loading. located in the immediate vicinity of the fireplace. • Locate termination cap away from trees, adjacent • Avoid installing the fireplace near doors, walkways or structures, uneven roof lines and other obstructions. small isolated spaces. • Minimize the use of chimney offsets. • Recessed lighting should be a"sealed can"design. • Consider the fireplace location relative to floor and ceiling • Attic hatches weather stripped or sealed. and attic joists. • Attic mounted duct work and air handler joints and seams • Take into consideration the termination requirements in taped or sealed. Section 5. Multi-level Roofs Recommended Location: Recommended Location: • Above peak ' • Above peak Inside heated space Marginal Location: Marginal Location: Wind loading possible • Below peak Location NOT recommended: • Not the highest point of the roof • Wind loading possible ti Location NOT recommended: • Too close to tree Recommended: y 4 Below adjacent structure • Insulated exterior chase Lower roof line in cooler climates `; Avoid outside wall Windward o 0 ® b Leeward Not recommended in basement due to high negative pressure concerns Figure 2.3 Recommended Chimney Locations that effect draft Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 7 C. Tools and Supplies Needed E. Fireplace System Requirements Before beginning the installation be sure the following The Heatilator fireplace system requirements consist of tools and building supplies are available: the following: Reciprocating saw Framing material Fireplace Pliers Non-combustible sealant - Molded brick panels (hearth panel Included with fireplace, side and back panels sold separately) Hammer Gloves - Firescreen (included with fireplace) Phillips screwdriver Framing square - Hearth Extension (sold separately) Flat blade screwdriver Electric drill and bits - Grate (included with fireplace) • Outside Air System Plumb line Safety glasses Air Inlet Hood x2 (included with fireplace) Level Tape measure - Flex(required, sold separately 1/2-3/4 in. length,#6 or#8 self-drilling screws • Chimney System Misc. screws and nails - Attic insulation shield (included with fireplace) - Chimney termination cap (sold separately) D. Inspect Fireplace and Components • Non-combustible finish material WARNING!Risk of Fire and/or Explosion!Damaged parts could impair safe operation. DO NOT install dam- aged, incomplete or substitute components. Keep fire- place dry. • Remove fireplace and components from packaging and inspect for damage. • Vent system components and doors are shipped in separate packages. • Report to your dealer any parts damaged in shipment. • Read all the instructions before starting the installation. Follow these instructions carefully during the installation to ensure maximum safety and benefit. 8 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 3 Framing and Clearances A. Appliance DimensionsMeight � /8 in. 1 Appliance Weight Table 3 31 1 1 mm) Model Pounds 15 112 in. (394 mm) ASH36 251 11 in (281 mm) 74°TYP. r,'. - !' 27 1/2 in. i+ (699 mm) Dill, o0 11 in. (281 mm)diameter 5 1/2 in. (140 mm) 00 o W o 0 0 00 74 1/8 in. O (1883 mm) O 70 3/4 in. (1797 mm) 67 3/8 in. Gas Line Outside Air (1711 mm) Gas Line Knockout 61 7/8 in. Out ide Air Knockout (1572 mm) 54 in. (1372 mm) 5 in. 6 7/8 in_ (129 mm) �� (175 mm) 8 in. (9 5 mm) 36 in. 6 7/8 in. 1 t11 1/8 in. (914 mm) 3 3/4 in. (175 mm) 5 in. 16 118 in. (282 mm) (95 mm) (129 mm) 408 mm 11 in. ( ) � 46 7/8 in. � (282 mm) (1191 mm) 16 1/8 in. (408 mm) Figure 3.1 Appliance Dimensions Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 9 B. Clearances Minimum Clearances to Combustibles WARNING!Risk of Fire! WITHIN ENCLOSURE AREA You must comply with all minimum air space clearances Fireplace to backwall 1-1/2 in. (38 mm) to combustibles as specified in Figure 3.2. DO NOT pack Fireplace to sidewall 1-1/2 in. (38 mm) required air spaces with insulation or other materials. Top standoffs to header 0 in. (0 mm) Framing or finishing material used on the front of, or in front of, the fireplace closer than the minimums listed must Door opening to sidewall 24 in. (610 mm) be constructed entirely of non-combustible materials (i.e., MANTEL steel studs, concrete board, etc.). Failure to comply may Mantel minimum height 22 in. (559 mm) cause fire. above opening Maximum mantel depth 12 in. (305 mm) Storm Collar Roof Flashing Shaded areas / represent 2 in.(51 mm)min. air space clearance / required around pipe (attic) Attic Insulation Shield (insulation) (ceiling) Offset/Return(secured 2 in.(51 mm)min. I with hanger straps) �. (ceiling) Ceiling Firestop_ J� -, / ` Must have 2 in. (51 mm) minimum clearance to header O 0 U N d O 48 in. 1219 mm 1-1/2 in. (38 mm)to back& sides of appliance o pin. (except at nailing flanges U to floor where it is 1/2 in. [13 mm]) Figure 3.2 Clearances to Combustible Materials 10 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 C. Construct the Chase Round Termination Cap A chase is a vertical boxlike structure built to enclose the fireplace and/or its vent system. Vertical chimneys that Storm Collar moo, run on the outside of a building must be installed inside a Metal Chase Top chase. Ceiling In cold climates, Hearth & Home Technologies recom- Firestop mends that the chase be well insulated using batt type insulation between the joists. Construction of the chase may vary with the type of build- ing.These instructions are not substitutes for the require- ments of local building codes. Local building codes MUST be checked. False ceiling Chases should be constructed in the manner of all outside Attic walls of the home to prevent cold air drafting problems. robs Insulation The chase should not break the outside building envelope Ceiling Insulation in the in any manner.All outer walls need to be insulated. Firestop outside walls Building codes require false ceiling and ceiling firestops/ of the chase attic shields at each floor of the chase or every 10 ft(3048 False Ceiling False Ceiling mm)of clear space to control spread of fire. Chimney Walls, ceiling, base plate and cantilever floor at the first level of the chase should be insulated (see Figure 3.3.) Figure 3.3 Chase Assembly Vapor and air infiltration barriers should be installed in the chase as per regional codes for the rest of the home.Ad- WARNING!Risk of Fire!You must maintain a minimum ditionally, Hearth & Home Technologies recommends that 2 in. (51 mm)airspace clearance to insulation and oth- the inside surfaces be drywalled and taped (or the use of er materials surrounding the chimney system. an equivalent method)for maximum air tightness. Holes and other openings should be caulked with high • Insulation and other materials must be firmly secured to temperature caulk or stuffed with unfaced fiber glass prevent accidental contact with chimney system. insulation. • The chase must be properly blocked to prevent blown insulation or other combustibles from entering and WARNING! You must install false ceilings and ceil- making contact with fireplace or chimney. ing Frestops at each floor of the chase or every 10 ft • Failure to prevent contact between insulation or other (3.05 m) to control spread of fire. materials and chimney system may cause overheating and fire. WARNING!Risk of Fire!DO NOT seal area between fire stop opening and chimney pipe except where they enter 1. Fireplace and chimney enclosed in an exterior chase. the attic or leave the warm air envelope of the home (use 2. Chimney offset through exterior wall and enclosed in chase. 600°F sealant). 3. Chase constructed on roof. • The chase is constructed using framing materials much All outside walls should be insulated. the same as the walls in your home.A variety of siding materials may be used including brick, stone, veneer brick, or standard siding materials. • In constructing the chase, several factors must be considered: - Maintain a 2 in. (51 mm) air space around the chimney. - The chase top must be constructed of non- combustible material. 1 2 3 - In cold climates,a firestop spacer and attic insulation Figure 3.4 Chase Constructions shield should be installed in an insulated false ceiling at the 8 ft. (2438 mm) level above the fireplace assembly.This reduces heat loss through the chase. - In cold climates, the walls of the chase should be insulated to the level of the false ceiling as shown in Figure 3.3. This will help reduce heat loss from the home around the fireplace. Majestic-Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 11 D. Frame the Fireplace NOTICE. Hearth extension design must be determined WARNING!Risk of Fire! Comply with all minimum clear- before installation of fireplace. ances specified. If the fireplace is placed on the floor, the maximum height • A minimum 1-112 in. (38 mm) air clearance must be of a finished raised hearth is 3-3/4", if you want a higher maintained at the back and sides of the fireplace raised hearth the fireplace must be placed on a platform. assembly. Figure 3.5 shows a typical framing (using 2 x 4 lumber)of ' Chimney sections at any level require a 2 in. (51 mm) the fireplace, assuming combustible materials are used. minimum airspace clearance between the framing and All required clearances to combustibles around the fire- chimney section. place must be adhered to. See Figure 3.2.Any framing across the top of the fireplace must be above the level of WARNING!Risk of Fire! You must comply with all the top standoffs. (No recess above standoffs.) minimum air space clearances to combustibles. DO NOT The finished cavity depth must be no less than 28-1/2 in. pack required air spaces with insulation or other materi- (673 mm)from the finished backwall to the outside of front als. wall framing. Framing must extend straight up all the way to the ceiling. CAUTION!Risk of Cuts/Abrasions. Wearprotective gloves Note: Before framing up the chase, consider where and safety glasses during installation. Sheet metal edges are sharp. and how the chimney will run. If there are obstacles that might be in the way, it may be necessary to make the chase larger than shown to allow offsets to be used. Refer to offset chart on page 16. (D 110 17 in. (432 mm) Fireplace must be set out framing 1/2 in. (13 mm)in front of 1/2 in. the face of the framing (13 mm) material. Framing must be extended straight up 84 in. (2134 mm)from the base of the fireplace. D =extra space needed for outside air connection. �tV C If outside air duct has no bend, this dimension may be \ reduced as long as minimum clearances are met. D �B �\ D Model# A B C** D ASH36 in. 47 7/8 281/2 74 1/4 12 mm 1216 724 1886 305 *If interior of chase will be drywalled,add the thickness to this measurement. **Adjust header height for raised floor under fireplace. Figure 3.5 Framing the Fireplace lvoll 12 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 E. Secure and Level the Fireplace This fireplace may be placed on either a combustible or noncombustible continuous flat surface. Slide the fireplace into position. Be sure to provide the minimum 1-1/2 in. air clearance at the sides and 1-1/2 in. at the back of the fireplace. The fireplace should be positioned so the face of the non- combustible material on the fireplace will be flush with the face of-the drywall on the walls. Level the fireplace and shim as necessary. WARNING!Risk of Fire!Prevent contact with sagging, loose insulation. • DO NOT install against vapor barriers or exposed insulation. • Secure insulation and vapor barriers. • Provide minimum airspace clearances at the sides and back of the fireplace assembly. Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 13 F. Protective Metal Hearth Strips WARNING!Risk of Fire!Protective metal hearth strips MUST be installed on combustible surfaces. DO NOT cover metal strips with combustible materials. Sparks or embers may ignite flooring. WARNING!Risk of fire!High temperatures, sparks, embers or other burning material falling from the fireplace may ignite flooring or concealed combustible surfaces. • Protective metal hearth strips MUST be installed. • Hearth extensions MUST be installed exactly as specified. <1 in. (25 mm)overlap Minimum • Locate the two protective metal hearth strips measuring approximately 26 in.x 4 in.(660 mm x 102 mm)included Metal strips are placed 2 in. (51 mm) with this fireplace. under the front of the fireplace and must • Slide each metal strip 2 in. (51 mm)under front edge of extend beyond the front and sides of fireplace opening by 2 in. (51 mm). fireplace. • Overlap strips in the middle of fireplace opening by 1 in. (25 mm)minimum. Figure 3.6 Position the Protective Metal Hearth Strips • Metal strips must extend beyond the front and sides of the fireplace opening by at least 2 in. (51 mm), Figure 3.6). Top piece must overlap • Protect the front of a platform elevated above the hearth bottom piece extension with metal strips(not included with fireplace) per Figure 3.7. See Section 6 for hearth extension Raised Platform instructions. 2 in. — ' 1 in.(25 mm)min. (51 mmj��� _ — ' — overlap _ Floor �2 in. (51 mm) Figure 3.7 Protect the Front of an Elevated Platform G. Outside Air Kit (Required on both sides) Outside air kits must be used for combustion and to pro- vide cooling air to prevent overheating. Hearth & Home Technologies recommends you utilize the shortest duct run to optimize the performance of the outside air kit and in- stall a P-Trap(see Figure 3.10).The outside air inlet hoods should be positioned in a manner that will not allow snow, leaves, etc. to block the inlet. In some installations the air duct may need to be run vertically. In such an installation, a 3 ft(914 mm) height difference must be maintained from the top of the uppermost chimney section to the outside air inlet hoods. Refer to Figures 3.8 and 3.9 when placing the outside air inlet hoods. Note: Maximum length is 40 feet. 14 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 WARNING!Risk of Fire! The outside air kits are installed on the both sides of the fireplace to prevent overheating and fire.. • Cut a 6-1/2 in. (165 mm) hole in outside wall to accommodate air piping. • Use 6 in.(152 mm)flex(not supplied)to directly connect 1 outside air to fireplace intake.Insulate the pipe to prevent 3 ft min.from frost condensation. top of uppermost chimney section • : Use the supplied outside air inlet hoods. to air inlet. • Seal between the wall and the pipe with silicone to prevent moisture penetration and air leaks. • Seal between the outside air inlet hoods and the house with silicone to prevent air infiltration. CAUTION!Risk of Fire or Asphyxiation!DO NOT draw Outside air is outside combustion air from wall, floor or ceiling cavity, or required to be enclosed spaces such as an attic or garage. installed on both sides(right side not • DO NOT place outside air inlet hood close to exhaust shown) vents or chimneys. Fumes or odor could be drawn into the room through the fireplace. • Locate outside air inlet hood to prevent blockage from leaves,snowlice,or other debris.Blockages could cause combustion air starvation and unit to overheat. NOTICE: The fireplace provides some outside air for combustion. Other methods may be necessary if more air is required. CAUTION!Risk of Cuts/Abrasions. Wear protective gloves and safety glasses during installation. Sheet metal edges are sharp. Figure 3.9 Outside Air Inlet Locations (,O,q,,,md. _NO Garage or Outletblockedby wbu`stible NO snow,,I4aves,etc. ; storage Attic: pace � 0 / � ' rOutlet place higher than 3 .,( bV�the Typical Outside Air '^' ' to ination cap Installation i it t YES Clear area Factory-built outside fireplace house or in ventilated crawls aceT' Use UL181 Class 1 or Class 0 rigid or flexible ducting. Recommend Install with short run and add a P-trap which will help around 24 inches prevent flow of cold air. for a minimum bend • Secure flex duct with screws or wire ties. —An Figure 3.8 Outside Air Installation Figure 3.10 P-Trap Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06123 15 41 Chimney and Termination Requirements A. Chimney Requirements NOTICE: You must provide support for the pipe during Vertical distances are measured from the base of the construction and check to be sure inadvertent loading has fireplace as shown in Figure 4.1. not dislodged the chimney section from the fireplace or at any chimney joint. Table 4.1 Chimney Requirements Table 4.2 Chimney Component Dimensions • Minimum overall straight height 18 ft (5.5 m) • Minimum height with offsettreturn 18.5 ft (5.64 m) HEIGHT OF CHIMNEY COMPONENTS in. I mm • Maximum height 90 ft (27.43 m) Chimney Stabilizer • Maximum chimney length between an offset 20 ft (6.1 m) SL11 4-3/4 1 121 and return Offsets/Returns • Maximum distance between chimney 35 ft (10.67 m) stabilizers L1130 18 457 • Maximum unsupported chimney length 6 ft (1.83 m) Chimney Sections* between the offset and return SL1106 4-3/4 121 • Maximum unsupported chimney height above 35 ft (10.67 m) the fireplace SL1112 10-3/4 273 • Maximum unsupported chimney above roof 6 ft (1.83 m) SL1118 16-3/4 425 • Minimum height with double offsettreturn 22.5 ft (6.86 m) L1136 34-3/4 883 L1148 46-3/4 1187 *Dimensions reflect effective height. NOTICE: A maximum of two pairs of offsets and returns may be used. WARNING! Risk of Fire! You must maintain 2 in. (51 mm) air space clearance to insulation and other com- bustible materials around the chimney system. Fail- ure to do so may cause overheating and Fre. 6 ft(1.83 m)max. unsupported chimney above roof 20 ft(6.10 in)max_ \ pipe between an offset 8 return Ceiling firestop 35ft(10.7m) max.straight unsupported chimney height 7 18.5 ft(5.64 m) min.height 74 1/8 in. single offset-return (1884 mm) 90 ft(27.4 m) Effective max.height Height 1 Figure 4.1 Chimney Requirements 16 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 B. Offsets/Returns • Use an offset/return to bypass overhead obstructions. • An offset and return can be used as a single entity or separated by chimney section(s). WARNING!Risk of Fire!DO NOT use offset/returns greater than 30°. Chimney draft will be restricted and could cause overheating and fire. Secure offsets with screws (not to exceed 112"/13 mm in length) Secure returns with strapping. Straight chimney sections may be secured with screws. Keep chimney sections from separating or twisting. • Measure the shift needed to avoid the overhead obstruction. Refer to dimension A in Figure 4.2. • Find the appropriate A dimension listed in Table 4.3.The B dimension coinciding with the A dimension measurement in Table 4.3 represents the required vertical clearance needed to complete the offset/return. • Read across the chart to find the number of chimney sections/model numbers needed between the offset and return. q Example: "-I Your"A"dimension from Figure 4.2 is 14-1/2 in. (368 mm). Using Table 4.3 the dimension closest to, but not less than 14-1/2 in. (368 mm)is 15-3/4 in. (400 mm) us- B ing a 30° offset/return. You determine from the table that you need 36-5/8 in. (930 mm) (Dimension "B") between the offset and return. j-- � /t 2 mm) The chimney components that best fits your application OVERLAP are two SL1112's. Figure 4.2 Chimney Offset/Return Table 4.3 Offset Dimensions A B in. mm in. mm SL1106 SL1112 SL1118 SL1136 SL1148 4 7/8 124 17 7/8 454 - - - - - 71/4 184 22 559 1 - - - - 9 3/4 248 26 1/8 664 2 - - -10114 260 27 1/4 692 - 12 3/4 324 31 3/8 797 1 1 - - - 13 1/4 337 32 3/8 822 - - 1 - - 15 3/4 400 36 5/8 930 - 2 - - - 18 1/8 460 40 3/4 1035 1 2 - -18314 476 41 3/4 1060 - 1 1 - - 213/4 552 47 1194 - - 2 - - 221/4 565 48 1219 - - - 1 - 24 3/4 629 52 1/8 1324 1 - - 1 - 27 3/4 705 57 3/8 1457 - 1 - 1 - 28 1/4 718 58 318 1483 - - - - 1 30 3/4 781 62 1/2 1588 1 - - - 1 33 3/4 857 67 3/4 1721 - 1 - - 1 36 3/4 933 73 1854 - - 1 - 1 39 3/4 1010 78118 1984 - - - 2 - 41 1/8 1045 82 3/8 2092 1 - - 2 - 45 3/4 1162 88 1/2 2248 - - 48 1/8 1222 92 3/4 2356 1 - 51 314 1 1314 98 7/8 1 2511 1 - - - - 2 Proper assembly of air cooled chimney parts results in an overlap of chimney joints of 1-1/4 in.(32 mm).Effective length is built into this table. Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 17 C. Termination Requirements • Install a cap approved and listed for this fireplace system. • Locate cap where it will not become plugged by snow or other materials. • Locate cap away from trees or other structures. • The bottom of the termination cap must be at least 3 ft(.91 m)above the roof AND at least 2 ft(.61 m)above any portion of roof within 10 ft(3.05 m). • The distance required between caps is shown below. Slanted Roofs Chimney must extend 2 ft(.6 m) above any portion of the roof or Chimney must adjacent structures within extend 3 ft(.9 m) 10 ft(3 m)of the chimney above the roof Flat Roofs Chimney must extend 2 ft(.6 m) above any portion of the roof or adjacent structures within 10 ft(3 m)of the chimney Chimney must extend 3 ft(A m) above the roof Multiple Chimney Locations Gas,Wood or Fuel Oil Termination Cap A B 6 in.(minimum)up to 20 in. 18 in.minimum 152 mm1508 mm 457 mm r`p 20 in.and over 0 in.minimum B �'— Wood Minimum a (See 0) A` illustration above) a Gas Termination ���� Cap.. 000� 000� If using decorative cap cover(s),this distance may need to be increased.Refer to the installation instructions supplied with the decorative cap cover. In a staggered installation with both gas and wood terminations,the wood termination cap must be higher than the gas termination cap. Figure 4.3 Multiple Chimney Locations 18 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 5 Chimney Installation A. Typical Chimney System NOTICE. Chimney performance may vary. • Trees, buildings, roof lines and wind conditions affect performance. • Chimney height may need adjustment if smoking or overdraft occurs. Chimney must extend Termination Cap beyond combustible roof structure Additional support for Maintain minimum tall chimneys height of chimney above roof Storm Collar Install roof flashing Maintain minimum according to minimum clearances to requirements combustibles as specified Support straps for offsets Offsets/returns (not shown)must be may not exceed secured to adequate framing 30'from vertical Offsets/returns must be secured with screws (outer pipe only) Lock chimney sections together firmly to resist Attic shield movement The chimney must be Ceiling firestops enclosed from the are required where fireplace to the attic chimney passes maintaining the 2 inch through ceiling or clearances. floor Figure 5.1 Typical Chimney System-Guidelines for Chimney System Installation Majestic-Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 19 B. Assemble Chimney Sections C. Install Chimney Air Kit (optional) Use only those components described in this manual. Follow instructions included with accessory. Substitute or damaged chimney components could impair safe operation and cause overheating and fire. Attach either a straight chimney section or an offset to the top of the fireplace (depending on your installation requirement). Chimney sections are locked together by Chimney pushing downward until the top section meets the stop Air Kit bead on the lower section. The inner flue is placed to the inside of the flue section below it. The outer casing is placed outside the outer cas- ing of the chimney section below it. See Figure 5.2. NOTICE.Chimney sections cannot be disassembled once locked together. Plan ahead! • Lock chimney sections and/or offsets/returns together by pushing downward until the top section meets the stop 0 bead on the lower section. • Pull on the top section to make sure it is fully engaged and will not separate. • You may use#6 or#8 sheet metal screws no longerthan 1/2 in. (13 mm)to fasten chimney sections together. Do NOT penetrate inner flue. WARNING!Risk of Fire! You MUST use screws to fasten offset/returns to chimney sections to keep the chimney parts from twisting. Failure to do so could cause fire. • Fasten offset/returns to chimney sections. Do NOT Figure 5.3 CAK on Top of Unit penetrate inner flue. • Secure chimney returns with hanger straps provided; fasten to studs or joists. • Vertical straight runs of chimney must be supported every 35 ft(10.7 m). r' 'r Figure 5.2 Assembling Chimney Sections WARNING! Risk of Fire! DO NOT install substitute or damaged chimney components. 20 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 D. Secure Offset/Return ROOM ABOVE (non-insulated ceiling) When offsets and returns are joined to straight pipe sec- tions, they must be locked into position with the screws �B (outer only).To prevent gravity from pulling the chimney A sections apart,the returns and the chimney stabilizers have hanger straps for securing these parts to joists or rafters. See Figure 5.4. Use # 6 or# 8 sheet metal screw, or larger, no longer Ceiing firestop than 1/2 in. (13 mm). attached to bottom of framing 2 in. (51 mm) WARNING!Risk of Fire! clearance • Secure offsets with screws(not to exceed 112 in./13 mm In length). ATTIC ABOVE(insulated ceiling) • Secure returns with strapping. Ceiling firestop • Straight chimney sections may be secured with screws attached to top of (not to exceed 112 in./13 mm In length) at the joints. framing • Keep chimney sections from separating or twisting. T 2 in. (51 mm) clearance *--,Ceiling Note:Use same dimensional lumber for framing ceiling firestop and joists. Firestop Straps A B Joint Catalog# in. mm in. mm Band FS538 17 432 17 432 Optional (Optional) Additional FS540 17 432 26 660 Support Figure 5.5 Installing the Ceiling Firestop Figure 5.4 Secure the Chimney WARNING! Risk of Fire! DO NOT seal area between firestop opening and chimney pipe except where they en- ter the attic or leave the warm air envelope of the home E. Install Ceiling Firestops (use 600'F sealant). CAUTION!Risk of Fire!Ceiling firestops must be used whenever the chimney penetrates a ceiling/floor. • Chase construction requires ceiling firestops at each floor or every 10 ft. (3.05 m) of clear space. • The ceiling firestop slows spread of fire and reduces cold air infiltration. • Install a ceiling firestop whenever chimney penetrates ceiling/floor. • Mark and cut an opening in ceiling as shown in Figure 5.5. • Frame the opening with the same size lumber used in the ceiling joists. • Nail the ceiling firestop to the bottom of the ceiling joists when there is a room above. • Use an attic insulation shield if the ceiling is insulated. The ceiling firestop may then be attached above or below the joists. Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06123 21 F. Install Attic Insulation Shield WARNING! Risk of Fire! You MUST install an attic insu- lation shield when there is any possibility of insulation or other combustible material coming into contact with the Pre-bend the tabs to chimney. rest against pipe to • DO NOT pack insulation between the chimney and the prevent insulation attic insulation shield. from failing in. • Failure to keep insulation and other materials away from chimney pipe could cause fire. Insert three screws • DO NOT offset chimney inside insulation shield. • Combustible material may come into contact with the attic insulation shield as long as the required clearances are maintained to the chimney pipe. (5)Tabs bent Installation of a ceiling firestop is required: in 90° • Refer to Figures 5.5, 5.6, 5.7. • If the attic shield is pre-rolled continue. If it is a flat part, Figure 5.6 Prepare Attic Insulation Shield try and roll it up to aid in wrapping it around the chimney. • Pre-bend all the tabs in at the top to 450. Wrap the shield(around the chimney if already installed) Tabs bent in to • rest against pipe until you have an overlap and the three holes on each Pipe side match up (large holes on top). 2 in.(51 mm) • Insert three screws into the matching holes to form a air space I Attic Insulation Shield tube starting at the bottom. I I • Bend the tabs on the bottom of the tube inward to 90'to I I 17 in.(432 mm) maintain chimney air space. Tabs bent diameter Rest the insulation shield on the ceiling firestop below. I ;n 90° I Ceiling Firestop • Tape off any opening around the bottom. I 1 I r I If you wish to make a custom shield or barrier,follow l a i n Pipe I s I ion these guidelines: • Metal is preferred, although any material stiff enough to 13 in. hold back the insulation can be used. (330 mm) Seal with tape WARNING!Risk of Fire!Use of cardboard or other Figure 5.7 Install Attic Insulation Shield(firestop above ceiling) materials that can deflect under humidity or other envi- ronmental conditions is not recommended. • The shield or barrier must be tall enough to extend above the insulation and prevent blown-in insulation from Tabs bent in to spilling into the cavity. rest against pipe • Maintain specified air spaces around chimney. Pipe • Check instructions and local codes for further details. 2 in.(51 mm) air space Attic Insulation Shield I I 17 in.(432 mm) Double-check the Chimney Assembly I I diameter bent Continue assembling the chimney sections up through ins Tabs b I the ceiling firestops as needed. While doing so, be l aware of the height and unsupported chimney length T14i n 11 I E III I s l A limitations given under Section 5. 13 in. Pipe Ceiling Firestop Check each section by pulling up slightly from the top (330 mm) to ensure proper engagement before installing the suc- ceeding sections. If they have been connected correct- Seal with tape ly, they will not disengage when tested. Figure 5.8 Install Attic Insulation Shield(firestop below ceiling) 22 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 G. Roof Penetration • Refer to Figure 5.9. • Plumb from roof to center of chimney. • . Drive a nail up through roof to mark center of pipe. • Measure to either side of nail and mark the 17 in.x 17in. (432 mm x 432 mm)opening required. • Measure opening on the horizontal; actual length may be larger depending on roof pitch. • Cut out and frame opening. Install Flashing • Assemble chimney so it passes through the framed i opening. • Slip the flashing over the chimney. i NOTICE: Roofing shingles must be below the flashing plate on the lower side of a sloped roof and over the flashing plate on the sides and top. • Nail the flashing to the roof. Keep gaps between the flashing plate and the roof to a minimum. • Caulk the flashing plate and roof junction as well as the vertical seam on the flashing.All nail heads must be caulked with a roofing sealant. • Caulk the overlap seam of any exposed pipe sections that are located above the roof line to prevent leaks. 0 H. Install Chase/Chase Top • You MUST use a chase top in a chase installation. Chase tops may be field constructed. • Include a turndown and drip edge to prevent water from seeping into the chase. • Include a 2 in. (51 mm) soldered, welded or spun collar around pipe opening to keep water out. Figure 5.s Ceiling/Attic Construction • Provide a 1/8 in. (3 mm)gap around the flue pipe. • Slope the chase top downward away from the opening. Slope Downward 2 in.(51 mm)Collar 0 p g (1/4 in.per foot on Chase Top WARNING!Risk of Fire!DO NOT caulk the pipe to the mini um) chase top collar. • Caulk all seams to prevent leaks. 4Turn-down Drip Edge Chase i 018(26 ga)min. Galvanized Chase Top Figure 5.10 Chase Top Construction Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 23 I. Termination Cap Requirements • Install a cap approved and listed for this fireplace system. • Locate cap where it will not become plugged by snow or other materials. Assemble storm collar Termination • Locate cap away from trees or other structures. around extended Cap • The bottom of the termination cap must be at least 3 ft termination cap pipe (.91 m) above the roof AND at least 2 ft(.61 m) above once cap is any portion of roof within 10 ft(3.05 m). '"5�"� Do NOT block air Caulk gaps between holes storm collar&pipe, Stonn 3 clip brackets. and storm collar o J. Install Termination Cap & ollar chase top. 1 i Slott chwitecrew and attach with screws I I provided. Install the chimney sections up through the chase enclo- I 1 The last section of pipe must ' I ' stop between 2 in.(51 mm) sure. Collar 1 I ' 1 above the top of the chase and 2 in.(51 mm) I ' ' 4 314 in.(121 mm)below the • Caulk the overlap seam of any exposed pipe sections Minimum Height 1 1 ' top of the chase. that are located above the roof line to prevent leaks. 21n.(51 mm) Chase Top + + + maximum • Refer to termination cap instructions. 7 4 314 In.(121 mm) Maximum WARNING!Risk of Fire! Use only termination caps -__- described in this manual. The minimum overlap of cap I Chase Chimne I to pipe (as shown in the following illustrations) MUST I 'pa be met or chimney may separate from cap. Separation I allows sparks, heat and embers to escape. NOTICE:Paint the termination cap with a rust-resistant paint to protect against the effects of corrosion on those Figure 5.12 Installing a TR11T-B Round Telescoping Termination parts exposed to the weather. Ca Termination I Cap T I T I I Slip I I storm collar around chimney pipe Place waterproof before termination Flange Termination Cap caulk or sealer under cap pipe is snapped each flange of the into the chimney o Do NOT termination cap and pipe. I I block air holes on top of each screw Caulk gaps between 6 in.(153 mm) T T to help prevent leaks 9 P I I The last section of pipe storm collar&pipe, I 1 Storm I 1 Minimum top of I I must stop between 2 in.(51 and storm collar 1 i Collar I I chase to top of I I mm)above the top of the &chase top. I I chimney pipe I I chase and 4 3/4 in.(121 + + I Collar I mm)below the top of the Collar I 2 in.( T chase. 2 in.(51 mm)I Chimney � Minimumm Height 1 I I I Minimum Height P. —— Chase Top I I 2 in.(51 mm) Chase Top I I f aximum 4 3/4 in.(121 mm) maximum Chase I Chase I Chimney Ipe I I I I Figure 5.13 Installing an ST1175 Square Termination Cap Termination cap pipe and chimney section must be snapped together to maintain an overlap of 1-1/2 in.(38 mm). Figure 5.11 Installing a TR11 &TR11-TV Round Termination Cap 24 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 Assemble storm collar around extended Termination Place waterproof sealer termination cap Cap(not shown) under each flange of the pipe termination cap and on once cap is CT-11A-13 top of each screw to installed. Remove 2 screws ma on Ca help prevent leaks. Do NOT block from front&back air holes Land s between to lift the top off T The last section of pipe ar&pipe, I I must stop between 2 in. m collar Storm Collar (51 mm)above top of se top. 1 3 clip brackets. jchase and 4-3/4 in.(121 Slip over chase collar Collar t I mm)below top of chase I I and attach with screws 2 in.(51 mm) I I 1 1 provided. Minimum Height I I I Collar I I The last section of pipe must stop 2 in.(51 mm) I between 2 in.(51 mm)above the Chase To I 2 in.(51 mm) 1 I I I 1 top of the chase and 4 3/4 in.(121 Minimum Height I t mm)below the top of the chase. 4-3/4 in.(121 mm) Chase Top 2 in.(51 mm) -3/4 in.(121 mm) I Chime ase I ---- Pi e I =- Chase Chimney I ipe 11 Figure 5.14 Installing a TCT1175 Terra Cotta Cap Figure 5.15 Installing a DTO1341DTO1461DTS1341DTS146 Cap Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 25 6 Shrouds WARNING!Risk of Fire!Shrouds must be constructed 1. Open Top Shroud as specified. Improper construction may overheat TR11/TR11T TV (top vented) caps do not require radia- chase top. tion shield. Shrouds may be field constructed where permitted by regional building codes. NOTICE.Some regional codes require an agency-Listed Min. shroud. Consult your local building officials. Top Dim. Radiation Min. Shield The shrouds must be constructed from minimum .018 Top Dim. in. (26 ga)thick aluminized steel. in shrouds require a radiation shield. Use where 14 maximum u(368 mm) q maximum height Min.Opening specified. width 3 in(76 mm) A. Radiation Shield minimum Radiation shield must be constructed of minimum 26 ga Min.Opening Min. Width Base Dim. thick sheet metal. 1 Min. FBase Dim. 0 17 1/2 in.(444.5 mm)Round Hole to fit over cap TR11/11T TR11/11T TV Min.Base Dims. in 32 x 32 26 x 26 mm 813 x 813 660 x 660 3 in.(16 mm)tall legs Radiation Radiation Shield Shield Not Required Required Length x Width to fit inside shroud Min.Top Dims. Figure 6.1 Radiation Shield PMM 29 x 29 23 x 23 737 x 737 584 x 584 Min.Opening Width H 26 x 26 20 x 20 B. Field Constructed Shrouds 660 x 660 508 x 508 The following field constructed shroud designs have been tested for HHT fireplace systems and termination Figure 6.2 Open Top Shroud Dimensions caps. TR11/TR11T caps require radiation shield unless in- stalled partially above the shroud. The TR cap must be raised to the minimum dimensions(or greater)above the shroud. Refer to Figure 6.3. (TR Series) 6"Min. Above the Shroud. Maximum Height (SHROUD) Storm 14 1/2 in.(368 mm) Collar Shroud Leg Shroud Flue 3 in(76 mm) Leg air space from oot p of chase.shroudttom of Figure 6.3 Shroud&TR Series cap with no Radiation Shield 26 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 2. Mailbox Style Shroud Radiation shield required Minimum Opening Height 3 in.(76 mm) Min.Opening Height Min.Height above bottom of termination cap TR11/11T TR11/11T TV Min,Base Dim Min.Base Dims. Radiation Min. Shield Base Dim in 34 x 34 28 x 30 Min,Opening Width mm 864 x 864 711 x 762 3 in.(76 mm)Min. Min.Height Above Bottom of Radiation Shield Height Termination Cap from top of Chase /n 28-1/4 27-1/2 mm 718 698 Min.Opening Width in 28 22 mm 711 559 Min.Opening Height in 18-1/4 17-1/2 Figure 6.4 Mailbox Style Shroud Dimensions mm 464 445 3. Roofed Style Shroud Radiation shield required Minimlum Height above Bottom of Termination Cap Minimum Opening Tprminatio Height C TR11/11 T Radiation Radiation Shield MinimumTR11/11T TV Shield Height ase Dimension Chase Top - Min.Base Dims. in 34 x 34 Min.�B- Dirnension Min.Opening Width mm 864 x 864 Min.Height Above Bottom of Termination Cap in 23 mm 584 Min.Opening Width in 28 mm 711 Min.Opening Height in 12 mm 305 Figure 6.5 Roofed Style Shroud Dimensions Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 27 7 Finishing A. Finishing Material Refer to Sections I.B. and Sections 1.C.for combustible/ non-combustible materials. Refer to Figure 7.1 for non- These metal surfaces combustible zone. may may be covered with non-combustible WARNING!Risk of Fire! You must maintain clearances. material. 300°silicone • DO NOT cover metal fireplace front with combustible sealant around materials. edge of fireplace • Install combustible materials only to specified clearances and drywall. on top front and side edges. • Apply metal lath to the metal face or non-combustible board with corrosion-resistant,self-drilling,self-tapping screws capable of penetrating the metal surface of the fireplace face in preparation for final finishing material. • Complete framing and apply drywall over framing. • A bead of 300-deg F minimum non-combustible sealant must be used to close off any gaps at the top and sides between the fireplace and drywall to prevent cold air leaks. • Only non-combustible materials may be used to cover Figure 7.1 Non-combustible Facing the metal fireplace front. Note:We recommend mor- tar be applied after facing materials are installed. 2 x 4 stud wall Finished combustible wall 2 x 4 header,flush with front of stand-offs 0 00 Combustible material o Note: If Lintel Bar is used make sure Non-combustible it does not cover combustible decorative facing . material. Continuous, non-combustible sealant Bottom of fireplace opening Tile,stone or other F{e h and finished hearth may be non-combustible material ]Ref actory the same height o • 1 in.Micore or equivilent insulation& Metal strips are placed 2 in.(51 mm) 1/2 in.Du rock Floor constructed of wood or under the front of the fireplace and must extend beyond the front and sides of other combustible material fireplace opening by 2 in.(51 mm) Figure 7.2 Decorative Facing 28 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 VERY IMPORTANT.'Allow the mortar 72 hours to cure before operating the fireplace. c oeo oa The noncombustible finishing material across the top of fireplace opening will be even with lower edge of metal face. If Mortar is applied, it should be applied after finishing material is installed. Mortar will be Noncombustible finishing applied between finishing materials and materials MUST overlap molded brick edges, bottom and sides. side faces by 1 1/4 in. (32 mm) to cover the edges of the The seam between finishing materials and panels. Finished opening firebox top must be sealed with non- should be 36 x 38 in. (914 x combustible sealant. 965 mm)to allow for door installation. The surface of the finished hearth extension and the surface of the hearth panel should be level. Figure 7.3 Facing Materials and Mortar Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 29 B. Hearth Extension, Building and Finishing WARNING!Risk of Fire!High temperatures, sparks, em- bers or other burning material falling from the fireplace may ignite flooring or concealed combustible surfaces. • Protective metal hearth strips MUST be installed. • Hearth extensions MUST be installed exactly as specified. A hearth extension must be installed with all fireplaces to protect the combustible floor in front of the fireplace from both radiant heat and sparks. • You MUST use a hearth extension with this fireplace. 12 in • Refer to Figure 7.4 for minimum dimensions. (305 mm) • This fireplace has been tested and approved for use with a hearth extension insulated to a minimum R value of 2.�6. �3612 in. (305 mm) • The hearth extension material MUST be covered with 60 in. tile, stone or other non-combustible material. (1624 mm)� • Manufactured hearth materials will usually have a 20 in.(508 mm)Minimum published R value (resistance to heat) or k value (conductivity of heat). Refer to the formula in Table 6.1 to convert a k value to an R value, Figure 7.4 Hearth Extension Dimensions • Refer to Table 7.2 for hearth extension insulation alternatives. Table 7.1 R = 1/k x inches of thickness Table 7.2 Hearth Extension Insulation Alternatives, R Value=2.06 Minimum k per inch r per inch thickness Material thick thick required Hearth&Home HX3,HX4 0.49 2.06 1 in. USG Micore 300Tm 0.49 2.06 1 in. USG DurockTm Cement Board 1.92 0.52 4 in. Cement Mortar 5.0 0.20 10 1/2 in. Common Brick 5.0 0.20 10 1/2 in. Ceramic Tile 12.50 0.08 25 3/4in. rmstrongTm Privacy Guard Plus 0.46 2.18 1 in. Marble 14.3-20.0 0.07-0.05 1 291/2-41 1/4in. 30 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 1. Fireplace Installed Flush on the Floor and Note:The bottom of the fireplace Hearth Extension Raised to Bottom of Firebox opening is 3-3/4 in. (95.3 mm) Opening above the bottom of the Non-combustible flooringa minimum of 20 in. 508 fireplace. Finished hearth must ( NOT extend above this level. mm)in front of and 12 in. (305 mm)to each side of the fuel opening is required. Noncombustible The hearth framing must be constructed of non-com- Finishing Material bustible materials (such as metal framing or equivalent 20 in.Min. material) and placed on HX3(s) or HX4(s) and 1/2 in. Hearth Extension I I Durock, or equivalent material. Refer to Figure 7.5. Noncombustible �o . Framing Material When creating the platform,allow for the thickness of the non-combustible finishing materials. 1 in.Micore and 1/2 in. Durock Floor Seal gaps between the hearth extension and the front or equivalent Protective Metal of the fireplace with a bead of non-combustible sealant insulation Hearth Strips or grout. Figure 7.6 Raised Platform Hearth Extension Detail Note:The bottom of the fireplace opening is 3-3/4 in.(95.3mm)above the bottom of the fireplace.Finished hearth must NOT extend above this level. Continuous, non-combustible sealant Durock Tile,stone or other non-combustible material m a d 1 in.Micore and 1/2 Protective in.Durock or = - Metal Hearth equivalent inselatierf— _ - Strip (see Table) Floor constructed of wood or other combustible material '2 in.(51 mm) Note:For installations with vinyl flooring,special clearance recommenda- tions apply. Noncombustible Figure 7.5 Hearth Extension Construction Framing Material HX4 or equivalent Vinyl Flooring Figure 7.7 Raised Platform Hearth Extension-Framing Vinyl Flooring is sensitive to heat. A 48 inch minimum depth hearth extension is recommended when using vi- nyl flooring up to the wall. See Figure 7.5. Notice: Clearances that do not meet the minimum guidelines could result in damage or buckling to the vi- nyl flooring and is done at the installer's risk. Hearth and Home Technologies does not recommend adhesive based vinyl flooring due to thermal expansion. Floating-style flooring can be used, but will reach tem- peratures up to 110OF in a room with ambient tempera- tures of 70°F. Consult flooring specifications to ensure compatibility. Non-combustible Finishing Materials Figure 7.8 Raised Platform Hearth Extension-Finishing Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 31 2. Raised Hearth Extension and Raised Fire- place Non-combustible flooring a minimum of 20 in.(508 mm) in front of and 12 in. (305 mm) to each side of the fuel opening is required. The hearth framing must be constructed of non-com- bustible materials (such as metal framing or equivalent material) and placed on HX3(s) or HX4(s) and 1/2 in. Durock, or equivalent material. Refer to Figure 7.9. When creating the platform, allow for the thickness of the non-combustible finishing materials. Seal gaps between the hearth extension and the front of the fireplace with a bead of non-combustible sealant or grout. Note:The bottom of the fireplace opening is 3-3/4 in. (95.3mm)above the bottom of the fireplace.Finished hearth must NOT extend above this level. Continuous, Bottom of non-combustible sealant fireplace opening Tile,stone or other - - non-combustible finishing Platform must be built material t'i to raise the bottom of the fireplace opening 20 in.minimum _ to the level of the Hearth Extension desired hearth height. Protective Metal 1 in.Micore or Hearth Strips equivalent insulation Non-combustible Floor and platform constructed of & 1/2 in.Durock Framing Material wood or other combustible material Figure 7.9 Raised Hearth Extension and Fireplace Framing Materials 3. Fireplace Opening and Hearth Extension Note:The bottom of the fireplace opening Flush with the Floor is 3-3/4 in.(95.3mm)above the bottom of the fireplace.Finished hearth must NOT Non-combustible flooring a minimum of 20 in.(508 mm) extend above this level. Bottom of in front of and 12 in. (305 mm)to each side of the fuel Fireplace opening is required. opening Finished ~ The hearth framing must be constructed of non-com- Floor 20 in.Min. bustible materials (such as metal framing or equivalent f Heatth I�tto material) and placed on HX3(s) or HX4(s) and 1/2 in. R Durock, or equivalent material. Refer to Figure 7.10. 1 in.Micore and \ 1/2 in.Durock Non-combustible Finishing Material Protective Metal When creating the platform, allow for the thickness or equivalent Hearth Strip of the non-combustible finishing materials. insulation Seal gaps between the hearth extension and the front of the fireplace with a bead of non-combustible sealant or grout. Figure 7.10 Flush Hearth Extension Side View 32 Majestic-Ashland ASH36 Installation Manual -4059-909-Rev J-06/23 C. Non-Combustible Sealant Material D. Mantel and Wall Projections After completing the framing and applying the facing The combustible mantel may have a maximum depth of materials over the framing, a bead of non-combustible 12 in. (305 mm) that is positioned 22 in. (559 mm) above sealant must be used to close off any gaps at the top the opening. Combustible trim pieces that project no more and sides between the fireplace and hearth. than 1-1/2 in. (38 mm) from the face of the fireplace can be placed no closer than 6 in. (152 mm)from the top of the opening. • the metal surfaces of the fireplace, • where the non-combustible board is placed over the metal surfaces, Non-combustible Sealant • the space between the metal face of the fireplace and framing members WARNING!Risk of Fire! • You must seal around the finishing material to fireplace. Combustible Wall Combustible Decorative Facing 7 ft(2134 m minimum base of firepl to ceiling Figure 7.11 Place Non-combustible Sealant 2 x 4 stud wall WARNING!Risk of Fire! Grid represents Hearth & Home Technologies is not responsible for 1 in.squares discoloration, cracking or other material failures of finishing materials due to heat exposure or smoke. St ndoffs 12 in./305 mm Choose finishing materials carefully. Mantel 22 in./559 mm Ominimum I 12 in' f305 mm Non-co bustible minimum Decora ve Facing such a Steel,i on,brick, tile,co Crete,slate, 6 inJ152 mm glass, ]asters. minimum DO NO cover any 1 1/2 in./38 mm air open gs in the face maximum VI of the fire ace. Measured from top of fireplace opening WARNING: Seal joint with non-combustible sealant to prevent heat from being drawn into the wall cavity. Figure 7.13 Mantel Specifications Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 33 E. Sidewalls/Surrounds tlon-combustue Wall combustible 1 • Locate adjacent combustible sidewalls a minimum of 24 Decorative Facing 7 ft(2134 mm) minimun in. (610 mm)from fireplace opening. base of ftepace too�f�g a Mantle leg, surround, stub wall, whether combustible or non-combustible, may be constructed as shown in Netal stud tvaA Figure 7.15. above the fireplace up 12 in.May - to ceding(7 ft.min.) (305 mm) O Deep Nontombushbte Mantel -—Metal support to sit Ize wall and mantel _ St offs O .—12 inJ305 s:-an E C c E 'ITNO .0 M O—► M O } Non-Ulftsthle D-cuotrm Focing Lion-combutriNs, to top of stomof:s mantel or 22 ini55 finmm noncombushble may. ny material 0 aC� C E may bepo:maned ; U tie s here .alre t j � �C, N O the shaded area. 1 m u Nanble .I II Cecor a Facing s h a C6 Steel. .brick 41 b:e, ta,stye. 1J1I CO Cr m _ Afeastred[run top of 5replace oPv'�'a U _ c _ Seal)untvithnmrt<ombustible N C sea,ant to pmrmt Irat hom b'i M 1= 00 d.a into the wallavity. Q (p -' iz: M CD O Q7 Q e e* a e 00 0 Figure 7.14 Mantel Specifications-Non-Combustible Z _ I E j O Gto N E V O J �' Os1 0011- to IL U_ C �-- Eo E —► M 00 N (D N :n. Figure 7.16 Mantel Leg,Surround or Wall Projection(acceptable on both sides of opening) 34 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 8 Fireplace Setup A. Install Hearth Molded Brick Panel C. Install Side Molded Brick Panel • Place hearth panel into the fireplace. • If a gas line is to be installed, remove the knockouts in the inner firebox and in the outer shell on the side of B. Install Back Molded Brick Panel your choice. Refer to dimension drawings for location of • Remove screen rods. knockouts and Section 7.1.for gas provisions. • Remove smoke shield. • Install side panel, tapered edge to the front. Align the • Refer to Figure 8.1. front edge with the front of the column (or butted to the • Set the grate brackets in place,26.5 in.(673 mm)center surround if installed). to center. • Install two refractory clips in the mortar lines across the • Install the back panel. Center from side to side. top.Tighten these and all previously installed brackets. • Install two refractory clips in the mortar lines across the • Install second side panel following the steps above. top.Tighten these and all previously installed brackets. • Replace smoke shield. Refractory Refractory clips Back Traditional Clips LH Traditional Refractory LH Herringbone Back Herringbone Refractory Refractory Refractory Grate Retainer Grate Retainer Hearth ♦ Hearth Figure 8.1 Traditional Molded Brick Panel Figure 8.2 Herringbone Molded Brick Panel Majestic•Ashland ASH36 Installation Manual •4059-909.Rev J•06/23 35 D. Install Screens • Lay one screen panel flat and slide the round end of the rod through the rings starting at the handle side of the screen. Leave the last ring off the rod. • Insert the rod through the hole in the bracket. Slip the last ring over the rod on the other side of the bracket. • Fasten the flat end of the screen rod back in place using the screw removed earlier. • Repeat for the other screen panel. Round end of Rod through rings, then into Screen Rod Clip Top of Fireplace m c Rod Screen Q Clip n o LL O d Inside aa) Firebox U Figure 8.3 Install Screens E. Install Mortar (Optional) The brick panels have been designed for installation without the use of mortar being necessary. If the look of mortar is preferred, it is available and can be installed. Follow the directions on the container for mixing. Mote: Herringbone refractory may require two buckets of mortar. The Traditional requires only one. F. Grate • Install the grate if a gas log set is not going to be installed. • Position the rear grate legs into the grate retainers. 36 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 G. Gas Log/Lighter Provision WARNING! Fire and/or Asphyxiation Risk! Use with solid wood fuel or decorative gas appliance only. Gas fire Outer shell generates fumes. Firebox of fireplace • Damper must be locked fully open when gas logs are Maintain air clearance installed to combustibles. A certified gas log lighter or decorative gas log set can be Refractory installed in this fireplace. / / Combustible Vented Gas Logs Seal with / materials fireplace mortar / or non-combust--;i", / • Maximum input is 100,000 BTU/hr. ible sealant / • Decorative gas appliance must be certified to ANSI / for Decorative Gas / Z21.60/CSA 2.26 "Standard / / Appliances for Installation in Vented Fireplaces". 1 112 in. mm� ( ) • air space around Must be installed in accordance with the National Fuel Gas Code,ANSI Z223.1 and Natural Gas Installation Gas line Gas line Pipe Code, CAN/CGA-B149.1-M95 or the Propane Installation Code, CAN/CGA-B149.2-M95. Combustible materials • A gas log set must incorporate a gas shutoff. may be located at zero • Gas Log set requires the damper to be locked fully open. Repack clearance to gas line • A listed automatic damper system with safety interlock knockout insulation beyond 4 in.(102 mm) 4 in.1 from fireplace side. may be used in this fireplace with only compatible, (102 mm) listed gas log sets. See damper system manufacturer's Instructions. Figure 8.4 Gas Line Installation • Knockouts are provided on both sides of the fireplace and in refractories for 1/2 in. (13 mm) iron pipe. • Seal refractory around pipe with fireplace mortar or a non-combustible sealant. Unvented Gas Logs CAUTION!If an unvented gas appliance is installed in the fireplace, the gas appliance must only be operated with the fireplace glass door fully open (if included). MGasLineOnly unvented gas log sets which have been found to comply with the standard for unvented room heaters, ANSI Z211.11.2, are to be installed in this fireplace. If an unvented gas appliance is installed it must incorpo- rate an automatic shutoff device, and must be installed in accordance with the National Fuel Gas Code Z223.1, Latest edition. WARNING!Do Not operate an unvented gas log set in this fireplace with the chimney removed. :sL H. Wood Burning Inserts WARNING!Risk of Fire!Improper installation of wood in- serts may cause fireplace or chimney system to overheat. If a wood burning insert is being installed in this fireplace, Hearth & Home Technologies recommends full reline of the chimney. • Cooling air openings at the top of the chimney must not Figure 8.5 Gas Line Dimples be obstructed in any manner. • Hearth&Home Technologies recommends securing the reline at the top of the flue and using the cap certified for use with this fireplace system. Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 37 9 Reference Materials A. Chimney Components The following pictures show only those chimney components which may be safely used with this fireplace. Catalog# Description �A )0i CAK5A Chimney Air Kit ID4/ID6 Insulated Duct/OutsideAir 13 in. UD4/UD6 Uninsulated Duct/Outside Air 11 in. (330 mm) (279 mm) SL1106 Chimney Section-6 in.(152 mm)long SL1112 Chimney Section-12 in.(305 mm)long B SL1118 Chimney Section-18 in.(457 mm)long SL1136 Chimney Section-36 in.(914 mm)long Chimney Sections SL1148 Chimney Section-48 in.(1219 mm)long A B SL11 Chimney Stabilizer SL1130 Chimney Offset/Return-30 deg Catalog# in mm in mm FS538 Ceiling Firestop-Straight SL1106 6 152 4-3/4 121 FS540 Ceiling Firestop-30 deg SL1112 12 305 10-3/4 273 AS10 Straight Attic Insulation Shield,24 in.(610 mm) SL1118 18 457 16-3/4 425 JB577 Chimney Joint Band SL1136 36 914 34-3/4 883 CB576 Chimney Bracket SL1148 48 r 1219 46-3/4 1187 RF570 Roof Flashing-Flat to 6/12 Pitch A= Actual Length B= Effective Length(length of RF571 Roof Flashing-6/12 to 12/12 Pitch chimney part after it has TR11 Round Termination Cap been snapped to another) TR11T-B Round Telescoping Termination Cap TCT1175 Terra Cotta Termination Cap ST1175 Square Termination Cap TR-TVK TR Top Vent Kit DT0134 Short Octagon Decorative Cap DT0146 Tall Octagon Decorative Cap Inside DTS134 Short Square Decorative Cap 20-3/4 in. Diameter DTS146 Tall Square Decorative Cap (527 mm) ; 11 in. (279 mm) LDS33 Decorative Shroud-3 ft x 3 ft(.91 m x.91 m) LDS46 Decorative Shroud-4 ft x 6 ft(1.22 m x 1.83 m) ;Outside Diameter LDS-BV Decorative Shroud-26 in.x 26 in.(660 mm x 660 mm) 13 In. Field Constructed Shrouds(See"woodburning Termination (330 mm) Cap") CT-11A-B Adapter-May be used with the following caps SI-11 Chimney Stabilizer CT-Series DT-Series 38 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 Inside Diameter 11 in. A (279 mm) 21 in. Outside (533 mm) Diameter �B 17 2. (432 mm) 13 in. (330 mm) Catalog# A B SL1130 Offset/Return FS538 0-deg. 17 in. 432 mm FS540 30-deg. 26 in. 660 mm Assembled Diameter:17 in./432 mm 15-1/4 in. Height:24 in./610 mm 387 mm AS10 Straight Attic Insulation Shield I( �I 13 in. 29 in. 25-1/4 in. (330 mm) 2 in. (737 mm) �� (641 mm) (51 mm) I RF570 Roof Flashing JB577 Chimney Joint Band 15-1/4in. (387 mm) e � I �13 in.— (330 mm) 28 in. CB576 Chimney Bracket 9-7/8 in. (711 mm) (1013 mm)) ~� RF571 Roof Flashing Majestic•Ashland ASH36 Installation Manual -4059-909-Rev J•06/23 39 15-3/4 in. (400 mm) TR-TVK TR11 -Round Termination Cap 17-3/4 (C52 mm) ® _ n Illl ml II _ ® (279 mm) • pppp • Im 0�000 11 0 0 1355 ml 31-1/8 (791 mm) I 1-114 1551 m1 1287 mml e 1203 ml 8-7/8 (226 mm) CT11-A Adapter TR11T-Round Telescoping Termination Cap 23-I1� 1589 1 1-318 1312®1 12-314 1833 ml 9-IR 1212 nl 7.7/8 1199 fol ST1175-Square Termination Cap :x rate uea.a f-va as m xfa�f w-vf xm ul x-uz uu�I TCT1175-Terra Cotta Cap 40 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 B Ig B I BOAS ON A s $� C �f DTS134/DTS146 DT0134/DT0146 Decorative Caps DT0134 A B C in 34 20 24 mm 864 508 610 DT0146 in 46 22.7 26 mm 1168 576 660 OTS134 A B C in 34 21.18 24 mm 864 538 610 DTS146 in 46 21.18 26 mm 1168 538 660 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 41 B. Optional Components 66 in. 52 in. (1676 mm) (1321 mm) 20 in. 16 in. (508 mm) (406 mm) HX4 Hearth Extension HX3 Hearth Extension 1/2 in. 1/2 in. (13 mm) (13 mm) ID6 Insulated Duct 7 1 6 in. (152 mm) i.d. I• 42 in ►I C (1067 mm) j T UD6 Uninsulated DuctB 6 in. (152 mm) i.d. �_A 42 in LDS33/LDS46 Decorative Shroud (1067 mm) A B C D Catalog# in. mm in. mm in. mm in. mm LDS33 36 914 36 914 8.5 216 11 279 LDS46 48 112191 72 11829 8.5 216 11 279 LDSCPM - Corner Post Kit (for custom sizes) E--- � �D II C JB LDS-BV Decorative Shroud Catalog# A B C E E in. 26 12.5 15.5 22 23 DFG4036 Series Glass Doors LDS-BV mm 660 318 394 533 584 (optional) See your Majestic dealer for a complete list of optional components. d 42 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 This page intentionally left blank. i j Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 43 Majestic, a brand of Hearth & Home Technologies 7571 215th Street West, Lakeville, MN 55044 www.majesticproducts.com Please contact your Majestic dealer with any questions or concerns. For the location of your nearest Majestic dealer, please visit www.majesticproducts.com. 44 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 co Li i i t`-- CGenerated by REScheck-Web Software �J( Compliance Certificate Project Manny Tzannes Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg, faces 270 deg. from North Conditioned Floor Area: 1,855 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 225 Landing Lane Manny Tzannes Brett Kehl Greenport, NY 11944 249-36 57th Street Kehl Design Assoc.LLC. Little Neck, NY 11362 265 jasmine Lane 718-490-3666 Southold, NY 11971 Gldflwer@aol.com 631-433-9084 ssbn654@optonline.net • • • UA trade-off Compliance: 16.2%Better Than Code Maximum UA: 468 Your UA: 392 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 970 30.0 19.0 0.021 0.026 20 25 Ceiling 1:Cathedral Ceiling 487 49.0 0.0 0.022 0.026 it 13 Ceiling 2:Cathedral Ceiling 487 45.0 0.0 0.023 0.026 it 13 Wall: Wood Frame, 16"o.c.Orientation: Left side 288 21.0 0.0 0.057 0.060 15 16 Door: Solid Door(under 50%glazing) 24 0.300 0.320 7 8 Orientation: Left side Wall 1: Wood Frame, 16" D.C.Orientation: Back 688 21.0 0.0 0.057 0.060 26 27 Door 2: Glass Door(over 50%glazing) SHGC: 0.32 95 0.300 0.320 29 30 Orientation: Back Door 1: Glass Door(over 50%glazing) SHGC: 0.32 24 0.300 0.320 7 8 Orientation: Back Window 2: Wood Frame SHGC: 0.32 56 0.290 0.320 16 18 Orientation: Back Project Title: Manny Tzannes Report date: 06/29/23 Data filename: Pagel of 2 Prop.Gross Area Cavity Cont. Req. Prop. Assembly or Perimeter Window 2: Wood Frame SHGC:0.32 56 0.290 0.320 16 18 Orientation: Back Wall 2:Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 15 16 Orientation: Right side Window:Wood Frame SHGC: 0.31 26 0.290 0.320 8 8 Orientation: Right side Wall 3: Wood Frame, 16"o.c. 688 21.0 0.0 0.057 0.060 34 36 Orientation: Front Window 1: Wood Frame SHGC: 0.30 85 0.290 0.320 25 27 Orientation: Front Floor:All-Wood Joist/Truss 1,855 30.0 0.0 0.033 0.047 61 87 Basement Wall:Wood Frame Orientation: Back Wall height: 9.0' 596 21.0 0.0 0.044 0.059 26 34 Depth below grade: 8.0' Insulation depth: 9.0' Window 1:Vinyl Frame SHGC: 0.31 12 0.290 0.320 3 4 Orientation: Back Basement Wall 1:Wood Frame Orientation: Right side Wall height: 9.0' 288 21.0 0.0 0.044 0.059 12 16 Depth below grade: 8.0' Insulation depth:9.0' Window:Wood Frame SHGC:0.31 19 0.290 0.320 6 6 Orientation: Right side Basement Wall 2:Wood Frame Orientation: Front Wall height: 9.0' 596 21.0 0.0 0.044 0.059 26 35 Depth below grade: 8.0' Insulation depth:9.0' Basement Wall 3:Wood Frame Orientation: Left side Wall height: 9.0' 288 21.0 0.0 0.044 0.059 12 16 Depth below grade: 8.0' Insulation depth: 9.0' Door: Glass Door(over 50%glazing) SHGC: 0.28 21 0.300 0.320 6 7 Orientation: Left side Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requireme listed in the REScheck Inspection Checklist. A It ff7 4S, 1L �lL P i��� l 0 7 0 5- z s Name-Title Signature Date Project Title: Manny Tzannes Report date: 06/29/23 Data filename: Page 2 of 2 I PLUA9JEfR CERTIFICA Ti APPROVED AS NOTED oN tEaa}CONTENT BEFC.. CER TE,OF OCCUPA ,5!OLER{1SED INWATLi . FEE �BY: SUPPL Y SYSTEM CAA 1 NOTIFY BUILDING DEPARTWNT AT EXCEED 2110 OF 631 765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. - FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ELECTRICAL 2. ROUGH-FRAMING&PLt rA-.1TNG INSPECTION RcO U;RE,7 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. TRUSS PLACARDING REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 00:-NOT PROCEED WITH RASING.UNTIL SURVEY COMPLY WITH ALL CODES OF FFQUNDATION:LO�A7ION NEW YORK STATE &TOWN CODES HAS BEEN APPROVED: AS REQUIRED AND CONDITIONS OF —"'-' Must provide Manuals SOnW7MI tNG BOARD D, 1 and S as per SOR400-T6WTRUSTEES NYS Energy Code SQl�9L�HPC SCHD Blower door OCCUPANCY OR and ductwork testing required. USE IS UNLAWFUL WITHOUT CERTIFICA OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 All exterior lighting OF THE TOWN CODE. installed,replaced or repaired shall conform to Chapter 172 of the Town Code ALL PLUMBING WA 'I'E &WATER.LINES NEED . TESTING BEFORE COVERING; GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONR N L 0 T E S General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF0 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 1_� GENERAL NOTES:_ 2, FIRE SAFETY: t pp��++ T� +�2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. VU DESIGN ASSOCIATES itC 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. 1' e consulting ! residential & commercial design lting PRACTICES.2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION ; BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSIURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz1675 phone; (631(433 9084 AND PAY ALL FEES REQUIRED BY THE: GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT, Southold,New York 11971 E-Mail: ssbn654C�opfon line.nel 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. ' MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6, Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. y,%//% /is / - -�//// y-F 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. �uWVNLRSHIP & USE OF DOCUMENTS: 5 corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE= CONTRACTOR THIE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ' 3. DUST CONTROL: copied, disclosed to others or used in connection j OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. j THE CONTRACTOR SHALL LAY OUT HIS; OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR f 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL [REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. a. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SI-[ALL BE PERFORIw1ED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 0,000 PSI = THROUGH THE BUREAU OF ELECTRICAIL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E Fv = 1,90 90 PSI 4. NOISE AFTER HOURS: 9• Flo 2600 PSI THE CONTRACTOR SHALL DO ALL CUT-TING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. k ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. T 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN) OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UN- IL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH ry 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS, THE CONTRACTOR IN COORDINATING T[HE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT 1 THE CONTRACTOR WILL COORDINATE T[HE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE i HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE , 14. DOCUMENT NOTES PROPERTY, EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE i THE CONTRACTOR WILL COORDINATE TIHE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR' THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. {��'OT FO GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020) RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. t �� „ EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 `'+SE `�' OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF- THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENNN(G PROTECTION FOR WINDBORNE DEBRIS SHALL MEET _ CERTIFIED EY (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASSMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ` DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFES IOINIA ,. OCCUPANCY OR USE LIVE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �1'6 INCH (11mm) AIND A SPAN OF NOT MORE THAN 8 FEET (2438mm) --- ENGINEE SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) ( AND OCCUPANCY CLASSIFICATION[ s UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. ) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. )ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMIT)^ STOF�AGE b'g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TAEBLE R301.2(2) OR ASCE-7, WITH THE PERMANENT R USE OCCUPAfNCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER:TO.:F..'.n A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAID ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS r RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED �ITH FIXED STAIRS 30 WHERE-WHERE THE ULTIMATE DESIGN WIND SPEED V,tIS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FC; EgCH CASE. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FAS-TENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6)) BALCONIES (EXTERIOR) AND DECK" (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. } TYPE GROUP FIRE ESCAPES 40 FASTENER `SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAMI < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50In INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED PROJECT: NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES PASSE a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF a HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. , `. HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 ; THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS 30 T"Al"A THE HIGHEST ROOF SURFACE Ya INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLO'JVING STANDARDS ARE PERMITTED SUBJECT TO THE 3 STORY BASED ANCHOR WITH 2 16 16 16THE HI " AS PER CH URFA 5 OF THEAS PER TABLE 506.2 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2020 BUILDING CODE OF NEW YORK STAIRS 40' INCH EMBEDMENT LENGTH f STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4,4483 N, 1 mile per hour = 0.447 m/s 1, AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit (and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE: TO GRADE 225-2" 1 POUND PER SQUARE FOOT = 0.0479 kPo, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) k s e a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD p LANDING LAKIE b. Fasteners shall be installed at opposing ends of the wood structuiral panel.aseners s oca a m mum o 2^5 Fthall be lted inif 1 inch from the edge o)f the anel. APPLIED OVER A 2o-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) L c. Anchors shall penetrate through the exterior wall covering with oni embedment length of 2 inches minimum into GREENPORT, NY 1194- LUMBE.R SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Y2 imches from the edge of concrete block or concrete. - BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE h ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to maso,riry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ` + ALL HOUSE FRAMING MATERIAL DOUGLAS FFIR - LARCH #2 AND BETTER ORCGRE ODRTI TE , WITHIN THEG AN UPLADNE OFT THEE 42 INCHES IN TRUSSES. THIS LIVEGILOADY 24 NEEDNCHES IN WIDTH,NOT BE ASSUMED "FOUNDATIONS" a minimum ultimate withdrawal capacity of 1,500 pounds. °FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SST " 1Q®0-Q 3-'J -D'�3 ALL EXT. DECK FRAMING MATERIAL CCA NC PIINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAIL ENERGY EFFICIENCY,AS PER THE 11 g'DRAWING TITLE: , OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY COMISEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. r OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. GENERAL NOTES SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERIVATION CODE OF NEW YORK j i pp AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following:1. Section R401 through R404 C h NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY 2. Section R405 and the provisions of sections R401 through R404 indicatted as "Mandotory" 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS)� BASED BASEMENT 1848 sq.ft, FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF ' 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NrTABLE R402.1.2 a a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN ' NEW FIRST FLOOR 1848 sq.ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYUGHTb GUVED CEILING WOOD MAW FLOOR BASEMEATc sued CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY AIL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb UTACTOR FENESTRATION R-VAL.UE FRAME WALL WALL R-VALUE WALL R-VALUE SPACEa FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN 3NOCb,e RVALl1E RVALUE R•VALUE auEPn+ RNAIUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS <, DESIGN PROFESSIONAL ASSUMES No LIABILITY FOR oM1.41SI0NS DUE TO UNKNDWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0•55 0.40 49 20OR13+51' 8/13! 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK >:SE.AL: DALE: For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less JUNE 15, 2023 r NEW GARAGE 348 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(c) NA NOT LESS THAN 30 INCHES R-value specified in the table. ENDON © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES03 , LLC, BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column appplies to all glazed fenestration. MANN v TLA N N1 E ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1 148-2023 SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. 10/13 " means R-10 continuous insulation on the interior or exterior ,of the home or R-13 cavity insulation at the DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. 1 interior of the basement wall. SUNROOM NA BIDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD PLANS MAY NOT BE REPRODUCED WITHOUT j •`�OF lJ�'�, DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the House Drawn 2203 Sf. WRITTEN AUTHORIZATION, �P ✓` CHECKED BY: MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the XN J �o n� BALCONY NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �� N basement wall plus R-5 continuous insulation on the interior or exterior oaf the home, "10/13" means R-10 continuous $ O. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE llowable House 2431 Sf ., � Z �YtEET NUMBER: ROOF TOP DECK NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. Max.. . KEHL DESIGN ASSOCIATES, LLC. DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS COVERED FRONT PORCH 121 sq.ft. THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE d. R-5 shall be provided under the full slab area of a heated slab in additlion to the required slab edge insulation COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTENn- h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab _ POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE 20% Max. Lot Coverage - 2530 Sf. PROOF OF PURCHASE. . `�"O 05 sa4 ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved �7 _ IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build Without F 10 Aa ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. House Drawn 2455 Sf. the authorization of local in o encies Such as Suffolk Count De t ;� governing DOB NUMBER: OF r (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing Hoot less than an R-value or R-19. g g g y p ' I (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulatNion, so "13+5" means R-13 cavity insulation Of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to l i. Moss walls shall be in accordance with Section R402.2.5. The second R-vralue applies when more than half the Construction. ©, KEIbDESIGN•ASS0MT3,uc insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION w USE A MINIMUM OF TWO Bd NAILS THIS r MTS20 LTS20 rt' V- SIDE OF TRUSS, PROVIDE 1 HCA10KT ON _ O sa „ ._ ALLOWABLE LOADS i•z LOAD SIDE OF CEILING JOIST ' r i` \IIII 'j SLID W___L FASTENERS LATERAL WITH TOTAL FOUR /. o ° AND ON SIDE OF RAFTER � MODEL GA UPLIFT UPLIFT "' CODE 8d NAILS z "�j' (133/160) 8dx1 1%; ,. I, N0. TO AVG NAILS REF. INTO TRUSS IIIJ lI ,l ? . l4 RAFTERS/ TO TO ULT. F Fz (133& STU g"- ° TRUSS PLATES STUDS ('133) (160) a � - T SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION s TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 1930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEM DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES •%— -- .�_ � residential & commercial design • consulting H6 16 3-8d 8-8d 3983 915 950 650 5, 44 — .i 0 DIMENSIONSFASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTg'xl2 ° PO,Box 1675 phone: (631)433-9084 • (TOTAL) ILENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 861 NAIL o ° MODEL GA AVG ULT. LFTA' LFTA REF. INTO ° e°. ' Southold,New York 11971 E-Mail: ssbn6540c cpfonline.net ' N0. rAX CLEAR PLATES ®° ° HSPAN L OTY DIA 12" 2, 22" 3" 32" 1}„ 2" 21" 3„ 3} EIGHT-' •° IN NAIL S P 4 Kehl Design Associates,LLC o former! D A K Associates,LLC INTO _9 Y -7- LFTA LFTA 16 2J" 17" :38�"16-10d — 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DUCUMLNiS: D/ALLOWIR LARCH / S0. PINE °D These drawings and specifications including the FASTENERS 2 !ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 12" CODE REF. ° ideas, design and arrangements represented No. ULT. LFTA LSTA21 ° 10d 1Od x 12" (,133 / 160) (133) (160) therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be o o Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 °° HGA10 with any work or project other than for which they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 0 ° DETAIL "K"°o ° LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 COUPLER NUT DETAIL "Ell ° STU 8 — DOUG-FIR-LARCH,/ Equal number of °° �SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In TAKE-UP WASHER 1 MODEL CONNEC- OF LOAD ALLOWABLE LOADS; REF. TION FLOOR ROOF (:133/ each end Simpson Strong—Tie NO. (100) (125) 1160 G 515 645 670 I p g CS16 ART8"xl2 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ARTR'xl2 N DEFLECTION DEFLECTION CODE STUDMODEL MACHINE AVG LENGTH OF BOLT �•s AT HIGHEST AT HIGHEST REF, NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° I HB SB W H B SO CL DIA5-8 DESIGN LOAD DESIGN o0 GA GA WHEN RAISED OFF I OTY DIA 11" 2" 22" 3" 31" 51" LOAD THE I P ATE ° o 0 HD2A 16 12 4all 22" 2j", 8" 2�" �" 1�" � 2 � 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 21 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS i AVG OF / SP CODE N0. w L STUD PLATE ULT. (133) (160) REF. 4 SP4 3i " 71" 3-10d x 11" 2917 735 585 7, 40, 127 } 0 j 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA w L NAILS FLOOR (133) (160) REF, o0 100 WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 0o s MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA w L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 8 - MSTA24 18 11" 24 18-10d 1025 1370 1640 7, 40. 90 LUS46 SIMPSOIN MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE I SPACING REF. HD2A 1 O ■T ® TAKE-UP WASHER N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)Z V® STRV CTIO'ail oC. f\ OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie �,� CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE i USE t� UNLESS MODEL DIMENSIONS FASTENERS DN. D u -FIR LAR H SO PIN A OwAB LOA NOTED. FAILURE TO COMPLY WITH ALL NOTES V ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE 11 ��� 1 N0. GA w H 13 10d 16d JOISTTS (133) (160) lod 16d 10d 16d 10d 16d BY LIABILITIES CONTRACTOR. PLACES DETAIL F r ULT. REF. DETAIL "I" CNW CERTiF[ D �� i LUS46 18 3�" 4J" 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 COUPLER NUT fl 14 3� 9t36 HUS210-2 2 8-16d 8-1E6d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 PROFESSIONA' L -FIR AR H PIN ALLOWABLE AD ART 'x12 -- STU 8 — 1 FASTENERS UPLIFT LATERAL CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. NO. CA ULT. TAKE-UP WASHER HGA10KT 14 TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz •� 160 4-SDS�"xlq1" 4-SDSat x3" 1523 435 435 1165 940 PROJECT: USE A MINIMUM OF S P 4 TWO 86 NAILS THIS CNW- SIDE OF TRUSS, TOTAL FOUR /. m SE A MINIMUM OF COUPLER NUT 8d NAILS TWO 8d NAILS THIS INTO TRUSS SIDE DF TRUSS. MTS16 STD - LSTA21 ANCHOR BOLTS /; ® o MTS16 SIMPSON SIMPSON TOTAL FOUR HD2A TAKE-UP WASHER Strong-Tie v 8d NAILS .: INTO TRUSS LSTA21 HUS210o -2 3 TWO o F1 ti 8 AIL EIGHT-*' TWO 225 LANDING LANE TO PLATES °®° 8d NAIL ° 8d NAIL INTO INTO DETAIL "All It I.:I STUD Simpson Strong-Tie PLATES °m° Li CD Cr�EElP�3�►�', '� H7 EIGHT r 8d NAIL ® DETAIL 1011 DETAIL nlJul DETAIL 11F INTO STUD :Simpson Strong-Tie ° 1J HA7 Simpson Strong-Tie t1 Il SCWl"71000-043-04-013 LFTA ROD SYSTEM DETAIL L LFTA 'DR'AWING TITLE: LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NOTE: _- SIMPSON WINDLOAD LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 -0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. V CHARTS & CALCULATIONS -0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft, 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. t / STRONG-TIE DETAILS 1 st FLOOR 2nd FLOO V " ' . . . per vertical . R -0 DEEP POOL x 10 DIA = 684 cu.ft. ft I ' Vr 3"I THROUGH ROOF 4 'IITHROUGH ROOF ¢ / ROOF DRAINAGE 3' 3" 3.. 3„ 2^ 3., 3" ROOF AREA =2600 sgfft BATHROOM Y2 " CALCULATIONS AND l/ 2 UTAM BOOMER 3 V = A x R x c LTP4 p' E" PLUMBING RISER DIAGRAM aoou 3' 2' 2 2 3' 2 A = 2600 sq/ft , LTP4 2 n ,st FLOOR R = 2" RAINFALL = .17 ft ' LTP4 FLOOR ,• 2.. 3. •• 2" �. 2 ' C = COEFF. = 1.0 a 3 3 NOTES: V - 2600 x 1 x ,166667 = 433 C.F. DETAIL "C11 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3" 3•• 3 4" F.A. VENT 6• " DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE F.A. GRADE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie O.O., C.O. O Ridge Strapping 3" 3" 3'� 3 4 4•• DESIG „ 433 / 42,25 VERTICAL FT. / FT = 10,2 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE USE 2 8 DIA. POOL 6-0 DEEP - 12 U.F. N PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 :DETAIL "B" Floor-to-Floor Connections TO SG WA APPROVED DESG UNFORESEEN FIELD CONDITIONS AND LIABILITY ADDITIONS BASED UPON COMMENTS NOT SEPTIC SYSTEM O LTP4 Detail FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson S1;rong-Tie �.. OR Floor-to-Floor Connectilons 433 / 22.3 VERTICAL FT, / FT = 19.4 aSEAL: DATE: 3 2 2 USE (4) 6' DIA. POOL 5' DEEP = 20 V.F. JUNE 15, 2023 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER PROJECT NO: TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED �z-"T'IPOOLS TO BE PLACED ON OPPOSITE SIDE OF �f t�£��y DRAwN BY148-2023 AMOUNT CALCULATED FOR EACH casE:. PLUMING RISER DIAGRAM (NTS) 4 / _ �� �- I HOUSE AND/OR LEADERS TO BE PIPED TO ,AP,rN J. COV �� BDK POOLS (1/2 OF THE ROOF TO DRAIN TO EACH * '� ��'( °y CHECKED BY: N❑ SUBSTITUTIONS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC '' a All framing hardware shown on these p(ans, 4, SHEET NUMBER: unless otherwise indicated, is Simpson Strong-Tie, R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND w SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). p g LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THItS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A No substitutions are approved or authorized, COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES O e Due to the relationships of Framing hardware to CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. House Drawn 2203 Sf. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA FFS ��� G�� 2 the other components of the structure, any framing Max. WHERE TRAFFIC IS TO BE PRESENT. hardware substitutions will render these plans R301.1.1 ALTERNATE PROVISIONS an Allowable House 2431 Sf. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS null and void, and will result Tin the installer/contractor DOB NUMBER: of assuming responsibility for thie design and USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE performance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 20 /o Max. Lot Coverage = 2530 Sf. BE DIVERTED TO EACH POOL. ® M-DESIGN•ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) # al. ii fln�'I „ - KEH 3'-8" L DESIGN ASSOCIATES 6-2" 3-8" T residential & commercial design • consulting ' T 0" -11N 13'-10� -OY" -6' r 5 PO.Box 1675 phone, (631 J 433-9084 D 4' 4' 2'-0" 2'-0' Southold,New York 11971 E-Mail: ssbn6542doptonline,nel 2'-0" 2'-0" U' r— — —I r — --I Kehl Design Associates,LLC o formerly D A K Associates,LLC Well of the Top of Sta;,well I 14 I I I I I I .- ° T-0" OWNERSHIP & USE OF DOCUMLNiS: Foundation to be 12" Lower 2'8"x 1'6" I 3'-0" I o 28 x 16 I ( I I 28 x 16" I 7 0T " I These drawings and specifications including the than the Main House Foundation BASEMENT SLIDER I I 7 BASEMENT SLIDER I I o I I o �, BASEMENT SLIDER o o - - J L & ideas, design and arrangements represented - - - - - - - - J L - -- - - - - -- -- J �- - -� �- - 1- - - -- - - - - - - are t(- - C` therein, he property of D.A.K. ASSOCIATES, - - -1-- -- - - - - - ° 1 C I I 0 LLC. No part thereof shall be copied, disclosed 02 t others 14"x9" LVL 14"z92" LVL- - - - - 14"x9° LVL o o ers or used in connection with any work - -.- - - - ) - - - - - - - - - - - - - - - - - — I or project epared wthoutowrttich they en consent. been I -w. �X�m.- - - - - - - - - - - - - - - - - -BOkBm. - - - - - - - - - - - �X�m. -1 j Abov 4" Poured Concrete Slob i w/ 10 ga., 6x6 wwm. and „ 5Y26 mill. poly vapor Barrier I ( 8" Poured Concrete 4 Steel Column Foundation Wall 8" Poured Concrete " " o Foundation Wall 4" Poured Concrete Slab I .o I on w/ 10 go_6x6 wwm. and 3 N 24% 10" Conc. Fooling 24"x 10" Conc. Footing I I o o o I o 2'x2'xl' Conc. `� 6 mill. poky vapor Barrier o o o , Min. 3'-0" Below Final Grade. 15'-3 Ftg. w/(3)#4 0 ( ) (Min. 3'-0" Below Final Grade.) I N o I Reber E.W. ��Equally Spaced m 1� -1 QY2" Header Beorn „A, 4' Steel Column J 12 0" 4" Steel Column 4' Steel Column on 4" Steel Column 4" Steel Column on on '� on on Oa Z -� 3'x3'xi' Conc. 213"x91" LVL •� 3)14"x92' LVL Grder_ O 2'x2'xl' Conc. 2'x2'xi' Conc. 2'z2'xl' Conc. CZ01;--ele 2'x2'xl' Conc. °� H I I Flus�i Bon. N Fig. w/(3)#4 I r � I B i I Ifl Ftg, w/(3)#4 Ftg. w/(3)#4 Reber E.W. I Ftg. w/(3)#4 Ftg, w/(3)#4 I 1 s Masonry Reber E.W. Reber E.W. Reber E.W. Reber E.W. ( o lopening for 2'-0 Equally Spaced I ° � I � 13068 Door Dn 2 0"� Equally Spaced Equally Spaced Equally Spaced Equally Spaced -( �2'-0" Bar. oL - L- - �-- - - -- - Pao. I " ° I 3 3 I I - - (2)14"x9z° LVL Girder o (2)14'z9g" LVL Girtler (2)1q"z92" LVL Girtler �- IOi4"x92" LUL Girder o (2)14"z9g" LVL Girder o (2)14"x9g" LVL Girder r —— — — — —1 _r —, O —N N I O ^ M Stairwell Foundation I I I RM. 7 I Walls to be i' Lower I 8" Poured Concrete " Poc. -1" -i" -0" -1 1"lb5'3"z2'xl' Conc. -1 _ - aWORiK NUT ES:than the Main House I I Foundation Wall u, 1, 6" --5-3 21 Foundation I I Ftg. w/(4)#5 — - - 24% 10" Conc. Foaling I Reber L.W. and 2-091 0 22-8 �I (Min. 3'-0" Below Final Grade.) - 1* I (5)#5 Reber S.W. — I I2 � 1"-2" I Equally Spaced ' 13/" 2'-tlY" '-}13+" I V L J N I I 22'-2Y," I '( T_ 4" Poured Concrete Slab U -r'F r Niche area to be w/ 10 ga., 6x6 wwm. and x - - 48" down from the 6 mill. poly vapor Barrier 0 T3'-111y2"--422'-10" top of Foundation � o 18'-tv' �t I L - , i 8" Poured Concrete Foundation Wall _ 4" Poured Concrete Slab 8" Poured Concrete I I 1'-6° 124"x 10" Conc, Fooling I ` w/ 10 ga., 6x6 wwm. and I I I Foundation Wall I (Min. 3'-0" Below Final Grade.) v e tick 6 mill. poly vapor Barrier 8" Poured Concrete I I A I I " I o Trash )� Foundation Wall I 3 1 �l I / 24"z 10" Conc. Footing I I L .- � - - - - - - (Min 3'-0" Below Final Grade) �- - - - - - - - - - - - - - - - - - - - - - - - I � - - - - - - - - - - - - -� - - I ° - J aste ( l 24"z 10" Conc. Fooling Lne - J (Min. 3'-0" Below Final Grade.) - - - - - - - 15'-9" - - I_ PROJECT: ° Mosonryoeeningfor - - - - - - - 4" PC SLAB 12'x8' Garage Door I W/ 10 GA. 6x6 WWM. -- - - - - - - g- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 .} i`�.: � r AND 6 MIL. POLY 24" Apron [if, :11i VAPCR BARRIER ` E D #5 HORIZONTAL REBAR 2'-0"oc. o 30 I Y IL E (' #5 VERTICAL REBAR 2'-O"oc. 24'-3Y2" 8" P.C. FOUNDATION WALL #5 HORIZONTAL REBAR 2x4 KEY WAY #5 HORIZONTAL REBAR 24" x 10" CONCRETE FOOTING 225 LANDING LANE 3'-0" BELOW FINAL GRADE. (TYP.)WITH (4)#5 REBAR L.W. AND #5 16'-1" 16'-1" 16'-11" Gft E��V//�� I�T, NY 1 '1944 REBAR S.W. AT 2'oc. Garage Apron Detail �±pp s 3'-0" 17'-1" 9'-i° S-0" L81, j l s 6'-2" 3'-8 SCTM#1000-043-04-013 ' "DRAWING TITLE: FOUNDATION PLAN Window Headers to be PROVIDE HURRICANE STRAPPING Constructed with (4)#5 Horizontal Reber with IN ACCORDANCE WITH THE (4)#3 Rebar Stirrups Equally Spaced 2020 RESIDENTIAL OF SET: ISSUED FOR: DATE: with 6" Bearing on each end FOUNDAT I ON PLAN NEW YORK STAATETE —3'-8" �( ALL EXT. HEADERS ARE TO BE Door Headers to, be ,.- I (2)1%"X 9%" LVL UNLESS Constructed withi OTHERWISE NOTED (4)0 Horizontal Reber with NOTE: (4)#3 Reba r Stirrrups Equally Spaced 1) ALL EXTERIOR HEADERS TO BE (2)1 j"x 91" LVL HEADERS UNLESS OTHERWISE NOTED * with 6" Bearing (on each end window Lintel B NOTE: PROVIDE FIRE BREAKS 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE AS PER SEAL: DATE: '-9" "'� THE 2020 �— ,- 3) ALL INTERIOR HEADERS ARE TO BE (1)14"x9j" LV/L WITH 2X ON FLAT ABOVE AND BELOW RESIDENTIAL CODE OF JUNE 2023 NEW YORK STATE PROJECT NO: (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING, POINTS.REFER TO MANUFACTURERS ��OF NF 1 148-2023 Header Beam "A° SPECIFICATIONS FOR BLOCKING AT JOIST WEB. 5\P N� J. DRAWN BY: 00��0 BDK Provide 2x8 _ window well #4 Reber AGO Buck Lodger sal into wall © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE _,.�� �y CHECKED BY: and Epoxy into place ESpt °"" y around all PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT H T as per 2020 NYS p Windows o Building Code WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SHEET NUMBER: House Drawn 2203 Sf. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE =' `� / �Gravel PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Sand and Gravel Max. Allowable House 2431 Sf. oria�-�� �,r�s:v4 r✓a,�LL; Acceptance of these drawings does not authorize the right to build without the authorization Doh NUMBER: of g 20% Max. Lot Coverage = 2530 Sf. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such House Drawn 2455 Sf. agencies prior to construction. o LJII u�TV=�_0 HN H 6'-2" KEBL DESIGN ASSOCIATES, LLC 3'-8" - residential & commercial design • consulting 10'-0" 3'-0" 14 7'-0" 14'-11" 7'-0" '-0" 3'-0" P0,Box 1675 phone: (631)433-9C84 Southold,New York 11971 E-Mail: ssbn650optonline.net -o" 20'-9Yz" 19'-5" 20'-1�• 11 Kehl Design Associates,LLC o formerly D A K Associates,LLC Wall at the Top of Stairwell E D OWNERSHIP & USE OF DOCUMENTS: Foundation to be 12" Lower than the Main House Foundation These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, C < LLC. No part thereof shall be copied, disclosed N N N to others or used in connection with any work or project other than for which they have been N \ 2 0" prepared without written consent. 0 3 ))) 0 0 J = Tv" 7'-10 4 J/Z 17", 5T2 e 0 p Vp O N L� CO o � — 2" o � - n0 c S 0 0 0 -C o U) � + LL N O p o I 13'-94" I is ry m ® Bedroom -8%' 12'-1%" ® 31'-7%" _ I o 01 cc c ® COMBO I ® ® COMBO 301 Cc ® S & 0 S'�-& oo n ® DETECTOR ' 1 DETECTOR 1 2'-V2 p cV I� N Stairwell Foundation ' M Walls to be 1" Lower co ' ccc o than the Main House COMBO 14'-1�" ® 2' !B'+ M Foundation 1'-6„ 2" 1 (1)14"x Z' LVL Hdr, 1 TOR f 2868 ® ;WORK ]`VOTES: a� ® 9 . . °O 1 1 Io ° 2 1 1 N Y 1 oom- -4" 2'-°" Bedroom V2„ o s o ' Bath' z 0 ® I ? 2. ® - T ( Room cv 0 �: Qo cv 1 ® I O W r7 20'-4" 1 ctrl epti -° 10 12'-3" A1 2, ® /w Tras ® 3 } Heater u r, a ZV � AL I (D C 16'-1• 16'-1" 16'-11" - - - - - - - - - - - - - - - ,PROJECT: ✓ Waste E r D Line 24" Apron c 7 4" -2%" 9'-2Y8` 49' s b e d roans err(-ray r�- T� Zfik MR Eam 3 ti 16'-1• ,6 ,6'-„" 225 LANDING NFE 3'-0" 17'-1" 9'-1° 3'-°„ GREENPOR 1 , NY 119 1-8 Is 6'-2" 3'-8" '-C O�,e. e e-�i�» m t�S loe. SCTL"1"C1000-043-04-013 w'�k, D'h l O�+S' 'k DRAWING TITLE: local e +ran cgs PROVEI IDCCORDANCEEWTH TSTRAPHEINC BASEMENT FLOOR 2020 RESIDENTIAL CODE OF NEW YORK STATE d ALL EXT. HEADERS ARE TO BE 'SET: ISSUED FOR: DATE: BASEMENT FLOOR PLAN (2)1 4"X I LVL UNLESS OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 NOTE: RFSIDRITIAL CODF OF SEAL: DATE: 1) ALL EXTERIOR HEADERS TO BE (2)1 j"x 94" LVL HEADERS UNLESS OTHERWISE NOTED NEW YORK STATE JUNE 15, 2023 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE: PROJECT NO: z °3) ALL INTERIOR HEADERS ARE TO BE (1)1 j"x9 j" LVL WITH 2X ON FLAT ABOVE AND BELOW �E OF CIE N 148-2023 COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE DRAWN B 1 sk 0 N" ff 'how © �,� ''/- PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ��� �' Cps, nM eDK (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERSMAN T I ,f \"r" v� .�" CHECKED BY: SPECIFICATIONS FOR BLOCKING AT JOIST WEB. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 6� elil ti House Drawn 2203 Sf. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. -, `3HEE1 NUMBER: Max. Allowable House 2431 Sf. Acceptance of these drawing s does not authorize the right to build without the authorization � SJONA Atu2 20% Max. Lot Coverage — 2530 Sf. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building x Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: of House Drawn 2455 Sf. agencies prior to construction, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STAT R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, r ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES �" ~Y IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING CHI,DESIGN ASSOCIATES ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS Lw PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential s, commercial design . consulting THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO,Box1675 phone: �631)433-9084 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11971 E-Mail: ssbn654@optonline.net THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Kehl Design Associates,LLC o formerly D A K Associates,LLC 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DWNERSHIP & USE OF DUCUMENTS: 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Thes;e drawings and specifications including the 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent, I I� It II LI_I II �I_ I II IILI II LI I LLLLU I I ILL_ II I(_I I I IL I I_I I II I I I IL ILI I II ll_I I IL II I I�� I IIII_I I�LI_I I II 1 �111 IIII II Ill IIII I � I U L11�U L1j I U L1� LU L 1.1 �LI ` ! II IJ1LI1 L N I I-JJ—LJ I I I� IJ I I I I LL I1 �I I I I IIII I I IIII I I IIII (IJLLL-ji I I III LI_I I I I IIII IIIIII III�I II IIIIII IU I II III�I I I ( III I I I I I I I I 1111 1I I I I I I I I I I I I I I I I I I I i I I I I I L1U I I I I I L I I I I I II IIII IL I I I I L1I i t I II I I I I I I I I�L I I��I I I I ' I I I I I L I I I I � I I I I Ij I I I I �U ILI I � LU LU I U LIB L I I LI I I _ I I I UL I III I I I I I_ I I I I I_ I I I I I_( I I I I I I ICJ U L11 I LI uJ I U L�J I I ��I I I I I I I I I L111 I1 LgiLL u I�u 11!1 J�' � LJ 11-J11L1J LI IJ I l l i l l l l l l l l l l l l l l l I I t II I I I I� I I I I I I I I I I I II LI I I II I I I I I I I I III LI_I I 1111J I I I I I III III I Jl U L_ll I I I I I I Llil l 11 III I I I I LI.1j_J 1 I�I I i I I I I i I��I I�I I I U I I I I II I I I I LL II I II �iII Ll 1 1 1 ��I I I �iuwLUl JL ld :TL pli I— - UU - Ll t J— ----- 1 1-- 7 1 I WORK r�OTES: Ld L NORTH ELEVATION_ I] iI ] I I � : ii U I ( I I I I IL1LI�1II HMI II L PROJECT: 1 l I I H U I I ILL U ILI I I I U LIJ �I I I I Ill I IL —I J1LW1I.1L_L�UJ �� llL�LJJ � I I LLLi 1 U L1 L LLII �I I :a ' 4l ;l L'J1� I l l l l l l i l l l l l I]�ILUJ - IIII I � i IHII 111 11 111111 IlIlh 11 1111 klill 111.1" 1 1111 mI 1111111 1 HII 111H IIIHI T Z" M H E I I ., a 225 LANDING LASE GREENPORT, NY 11944 0 0 ACT 100 -043-04-013 I DRAWING TITLE: i PROVIDE HURRICANE STRAPPING ELEVATIONS IN ACCORDANCE WITH THE AS NOTED 2020 RESIDENTIAL CODE OF NEW YORK STATE s ALL EXT. HEADERS ARE TO BE SET: ISSUED FOR: DATE: (2)IY,"X 9Y" LVL UNLESS SOUTH ELEVATION OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF SEAL: DATE: NEW YORK STATE JUNE 15, 2023 PROJECT NO: 1148-2023 © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ,�PZ�.��. C-06;�}i� DRAWN BY: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT M, Y TZA"' MEO"I �oC ECKED BY: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF y H KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE House Drawn 2203 Sf. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. EET NUMBER: Max. Allowable House 2431 Sf. 5 ssa � F N A201 Acceptance of these drawings does not authorize the right to build without the authorization ESSIG 20% Max. Lot Coverage = 2530 Sf. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: OF House Drawn 2455 Sf. agencies prior to construction. ON . 1 -.�' [ii^ill --I .l"" ""�•-3r,cr� .ern i..-t �, ,. _ems`,,. 41 KEHL DESIGN ASSOCIATES LLC residential & commercial design . consulting 6'-2" 3'-0" -0" -6" 14'- -11Y' 113'-1 QY" -OY" —9'-6" PC.Box 1675 phone: I631)433-9084 D 73' o°7 f7 0 � 7 0, —� u Southold,New York 11911 EMai: ssbnb54C�opfonine.net E 3D Kehl Design Associates,LLC o formerly D A K Associctes,LLC 0 0l o I _ I .rho%�'''%/;i!/ ,,,.�/ioi -..e„rrz'iiiir,/or,r. ,.�,,�„"r,.,,• ;�„ r o o o YJWNERSHIN & U5E OF?AD000MENIS: o �, These drawings and specifications including the 1 ideas, design and arrangements represented W145L CW35 FWG6080R CW145R FWG608OR C a thlerein, are the property of D.A.K. ASSOCIATES, 02 2880 LLC. No part thereof shall be copied, disclosed to, others or used in connection with any work . or project other than for which they have been 2" (Oi I Wo —T__ 41" 3'-6° prepared without written consent. Master N i � Room - - - - - 288D Bathroom X " o O I 5'-gy" itch en n 10'-10" � I I � I MTO 15r2 _ — — — z I � � I I I I I (I FAN) �'" L � _ Q \�� o Master Z I�o � Cl _ ��-' Bedroom 3 1" 301 - ath om CI o N o �an o D n o 'LEG 4 " N � at; W ii7 i I � a� , N M >< 2 _ COMBO o �" 7 4 0 " I S4& 0 COMBO 2- DETECTOR SUNIT 16-2. D TOR Y72 2880 4080DD Cl MBO TL 2'-1oY' N 9 Garage I 12-7CTUR "vVORK; N01 LS: 2880 -7 4' 3-7Y" Great Room \ " 92'" I V 2 (CO iCI 1o'-ay" COMBO 11'-C" 00 COMBO u P" & 3Y" DETECTOR DET TOR J, I 1'-4Y" Bedroom o Bedroom 00 CI0 I � r - - - -- -- - - - - - - - , I n 24'-0" Ln A. 3 A, 080 (2)1 "x9 " LVL Hdr. (2)1 "x9 LVL Hdr. CX16L CX16L CX16R CX16R CX15L CX15R CXI5L CX15R 3"SM. 3"SM. 3"SM 3"SM. 3"SM. } I (2)14"x 9'" LVL Hdr. E D NROJEC1: 16 8' Garage Door o N 30 , 30 24" Apron 7 a -2%" A H Pi H, E Ej"' '-6Y" -6 -10 12'-1 -7Y," 11'-2Y" - 6'4" 225 LANDING L .RE MANNY GREENPORT, NY 11944 SCT41000-043-04-013 DRAWING TITLE: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE FIRST FLOOR 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. HEADERS ARE TO BE (2)lY,"X 9Y" LVL UNLESS 'ISET: ISSUED FOR: DALE: FIRST FLOOR PLAN OTHERWISE NOTED NOTE PROVIDE FIRE BREAKS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE AS PER THE 2020 R301.1 APPLICATION BUILDINGS ANCD STRUCTURES, AND PARTS THEREOF SHALL BE RESIDENTIAL CODE OF CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, NEW YORK STATE SEAL: DATL: ROOF LOADS, FLOOD LOADS, SNOW LLOADS, WIND LOADS AND SEISMIC LOADS AS NOTE: PRESCRIBED BY THIS CODE. THE COPNSTRUCTION OF THE BUILDINGS AND STRUCTURES 1) ALL EXTERIOR HEADERS TO BE (2)1j"x 9j" LVL HEEADERS UNLESS OTHERWISE NOTED JUNE 15, 2023 IN ACCORDANCE WITH THE PROVISIOl'NS OF THIS. CODE SHALL RESULT IN A SYSTEM PROJECT NO: THAT PROVIDES A COMPLETE LOAD [PATH THAT MEETS THE REQUIREMENTS FOR THE 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNIING PARALLEL ABOVE TRANSFER OF LOADS FROM THEIR P(OINT OF ORIGIN THROUGH THE LOAD-RESISTING 1148-2023 ELEMENTS TO THE FOUNDATION. BUIILDINGS AND STRUCTURES CONSTRUCTED AS 3) ALL INTERIOR HEADERS ARE TO BE (1)1j"x94" LVLL WITH 2X ON FLAT ABOVE AND BELOW © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE `�Ot NcPI DRAWN BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT h�P J. Cpt, r0P BDK M-THIS SECTION. `2 O '� CHECKED BY: (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ,� R301.1.1 ALTERNATE PROVISIONS SPECIFICATIONS FOR BLOCKING AT JOIST WEB. House Drawn 2203 Sf. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. , SHEET NUMBER: STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Max. Allowable House 2431 Sf. T <.;,�,;,,,� :, THE LIMITATIONS HEREIN. WHERE ENCGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF ar�A 0 -84 � 1 " NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization �r �P�' _ fSS10` 20% Max. Lot Coverage — 2530 Sf. of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building 4 1) AWC WOOD FRAMED CONSTRUCTI0IN MANUAL (WFCM) " Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ` DOB NUMBER: of 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD p Y g ; FOR ONE-AND TWO FAMILY DWELLINCDS (AISI-S230) House Drawn 2455 Sf. agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN ,AND CONSTRUCTION OF LOG STRUCTURES (ICC400) R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS -1 151 — �LL.1 '--'j' ILI PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES L`L111 I{f IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS KEHL DESIGN ASSOCIATES LLC PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential & commercial design • consulting THIS SECTION. ` R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING � PO.Box 1675 phone: 1631)433-9084 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11971 EMail: ssbn654aopfonline.nef THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH q THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Kehl Design Associates,LLC o formerly D A K Associates,LLC 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) OWNERSHIP & USE OF DOCUMLN i S: x9 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) These drawings and specifications including the 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with ony work or project other than for which they have been prepared without written consent. i I i II � III II I I � I I it Ij ��L I I J � u ILI N �111J11JJ �1JllLL1a I jT I I 111 N WORK NOTFLS: EAST ELEVATION_ 1 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1111 11 11 1 fill 11'11119 111 11 11 IT 11 1111111 111111 1 fill :PROJECT: 11 IIITII IIITII ll1TII IIITII 111111 IIITII IIITII IIITII 11 It 11 111111 1111 11 1111 1 fill 11 fill 11 fill 11 fill 11 11 IT-11111-nJITTIl 111111 11 ITII 117TIJITT-TIJITT11117111,11RIJ 11111 225 LANDING LAKIE GREENPORT, NY 11944 SCU',41000-043-04-013 DRAWING TITLE: PROVIDE HURRICANE STRAPPING ELEVATIONS N ACCORDANCE NJ;TH THE AS NOTED 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. HEADERS ARE TO BE SET: ISSUED FOR: DATE: (2)IY4"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER WEST ELEVATIONE 2020 THORKS RESIDENTIAL CODE OF SEAL: DATE: NEVJ YORK STATE JUNE 15, 2023 PROJECT NO: AJ. CO NCj16)-^ 1 148-2023 DRAWN BY: O �l' ;�• 0 COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Go PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUTMANN , ZAN, WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF _ CHECKED BY: House Drawn 2203 Sf. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE , PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. pA 84 ;HLLI NUMBER: Max. Allowable House 2431 Sf. SIN I202 Acceptance of these drawings does not authorize the right to build without the authorization 20% Max. Lot Coverage = 2530 Sfu of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOES NUMeEr�: of House Drawn 2455 Sf. agencies prior to construction. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODS OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE '! % CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, / /'�*� ARCHITECTURAL GRADE ROOF SHINGLE / �` L° C. / ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS11 J�{ LLi � •;i PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ICE & WATERSHEILD IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM CDX EXT. ROOF SHEATHING THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING,DESIGN ASSOCIATES LLC 2x10-16" oc RAFTERS ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS RIDGE VENT PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 14"X11J" LVL RIDGE THIS SECTION. residential & commercial design • consulting RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING R301.1.1 ALTERNATE PROVISIONS ARCHITECTURAL GRADE ROOF SHINGLE 12 12 RIDGE VENT RIDGE VENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING t PO.Box1675 phone: I631 J 433-9084 ICE & WATERSHEILD 6 6 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND \ 14"X117" LVL RIDGE 14"X11 LVL RIDGE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Southold,New York 11911 EMai!: ssbnb54�opfonline.nel s" CDX EXT. ROOF SHEATHING 16"oc. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF �2x10-16 NEW YORK STATE. oc RAFTERS \ Kehl Design Associates,LLC c formerly D A K Associates,LLC 12" FLYRAFTERS CONSTRUCTED ATTIC \\ 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) )WNNERSHIP & USE /OF DOCUMENTS? \ 6" CLOSED CELL SPRAY FOAM R-45 f 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD OF 2X6 WITH E&CB AZEK ON UNDERSIDE 2X6 WALL TO RAFTERS 12 ATTIC FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 These drawings and specifications including the \\ 3) m CC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented R-19 INSULATION RPF�SR INSULATION BAFFLE POST TO RIIDGE 6 therein, are the property of D.A.K. ASSOCIATES, SS LLC. No part thereof shall be copied, disclosed 2x4-32" oc \ R-19 INSULATION to others or used in connection with any work 1� oc, \ 2x6-16" oc RAFTERS s or project other than for which they have been 2x6 / 2X4 STRONG BACK 2xa� 2x6-16" oc RAFTERS \ (2)1�"x9�" LVL HDR. PACKED OUT prepared without written consent. \ \\ TO CREATE A BEAM TO COVER 2x6_ TOP OF COLUMN. 2X8 CEILING JOISTS 16"oc. -30 INSULATION 8" FASCIA R-30 INSULATION 12" VENTED SOFFIT (SEE DETAIL) } HURRICANE STRAPPING R-30 DOUBLE 2x6 PLATE INSULATION WIT ACQ POST COLUMN WRAPPED 2x6-16" oc WALL STUDS WITH AZEK OR EQUAL R-115 ROCKWOOL R-15 ROCKWOOL g"CDX SHEATHING 3" INSULATION INSULATION BLUESKIN HOUSEWIRAP "x 8" HARDI-PLANK (6" EXP) - R-21 INSULATGARAG E R-21 INSULATION GREAT ROOM CL BED ROOM BED ROOM FIRE BLOCKING 2x6 PLATE R-21 INSULATION CATHEDRAL CEILING 10'-�" 11'-W 24'-0" 4" FINISHED STONE FINISH WOOD FLOORS 2x6 CCA SILL 4" PC SLAB 6" SLAB W/6X6 WWM. DECKING ADVANTECH TERMITE SHIELD - SILL SEAL W/ 10 GA. 6x6 W AND 6 MIL. POLY M. D "x18" ANCHOR BCOLTS MAX. 32" oc VAPOR BARRIER ZI I " - 1-1/8" FIBERSTRONG RIM BOARD (AS PER MFG. SPECS.) 2x6 CCA SILL 8' P.C. FOUNDATHON WALL MASOONRY OPENING FOR — — — — — J 1230 x 9-1/2" TERMITE SHIELD - SILL SEAL IL - - - - - - 4 - - - - - 14x8 GARAGE DOOR R-30 16" oc R-30 ZR-30 TJI230 x 9-1/2" R-30 TTJ 2 x 9-1/2" 2x4 KEY WAY I INSULATION INSULATION INSULATION 16" oc INSULATION 16" oc "x18" ANCHOR BOLTS MAX. 32"oc. 24" x 10" CONCRETE FOOTING BELOW FINAIL GRADE. (TYP.) BASEMENT BASEMENT BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0"oc. WITH ( WITH (4)#5 REBAR L.W. AND 5 REBAR S.W. AT 2'oc. STEP FOOTINGS AS NECESSARY - 4" PC SLAB (2)#5 HORIZONTAL REBAR 36 oc. :WORK NOTES: 4° PC SLAB 4" PC SLAB W/ 10 GA. 6x6 WWM. W/ 10 GA. 6X6 WWM. W/ 10 GA. 6x6 WWM. DAMP PROOFING TO MAINTAIN 3'-0" BELOW AND 6 MIL. POLY AND 6 MIIL. POLY AND 6 MIL. POLY PROVIDE HURRICANE STRAPPING FINAL GRADE VAPOR BARRIER VAPOR BiARRIER VAPOR BARRIER 8" P. C. FOUNDATION WALL IN ACCORDANCE WITH THE — — — — — — — — — — — — — — — 7 - - - - - - - - - _ _ 2020RESIDENTIALCODEOF - - - -_ —_ - -_ —_ —_ - -_—_ —_ —_ — - - - - - - - - - - - - - 2x4 KEY WAY — — — — — — — — — — — — — — — — — — — — — — — — — NEW YORK STATE 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) ALL EXT. HEADERS ARE TO BE WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. (2)1''Y,"X 9Yz" LVL UNLESS OTHERWISE NOTED CROSS SECTION A NOTE: PRO AS FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ARCHITECTURAL GRADE ROOF SHINGLE ICE & WATERSHEILD J" CDX EXT. ROOF SHEATHING © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 2x10-16" oc RAFTERS PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT RIDGE VENT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 1 "X11 g" LVL RIDGE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ARCHITECTURAL GRADE ROOF SHINGLE RIDGE HURRICANE STRAPPING �� 12 PROJECT: ICE & WATERSHEILD 12 � RIDGE VENT RIDGE VENT \ 6 13"X11�" LVL RIDGE 14"X11j" LVL RIDGE 85" CDX EXT. ROOF SHEATHING 6 2 COL AR TI 8 \ 4 Acceptance of these drawings does not authorize the right to build without the authorization 2x10-16"' oc RAFTERS 16"oc. \\ \ of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC FEMA etc. Verifyall conditions codes and requirements with such ATTIC \\ " BOLTS p q s c \ agencies prior to construction. � 6" CLOSED CELL SPRAY FOA R-45 ATTIC ' ' E " 2X6 WALL TO RAFTERS \\ 12 R-19 INSULATION PF� R \ INSULATION BAFFLE POST TO RIDGE 6 SE R 3X10 FIR BEAMS BOLTED " BOLTS ac BETWEEN RAFTERS @ 8'oc. \ 2x6-16" oc RAFTERS R-19 INSULATION R-19 INSULATION 2x8 \\ " BOLTS \\ 225 LANDING LANE 2X8 J01 S 16"oc. ATTIC UTILITY_ >® >_ R-30 INSULATION GREENPORT NCI' 11944 8" FASCIA = ACE SS 0 12" VENTED SOFFIT (SEE DETAIL R-30 INSULATION HURRICANE STRAPPING II R-30 INSULATII I N DOUBLE 2x6 PLATE R-15 ROCKWOOL I I SCTM#1000-043-04-013 2x6-16" oc WALL STUDS 17'-1' 24'-0' INSULATION R-15 ROCKWOOL "CDX SHEATHING INSULAT ION LUESKIN HOUSEWRAP .DRAWING TITLE: BATHROOM CL L L R-21 INSULATION x 8" HARDI-PLANK ((6 EXP) R-2 INSULATION GREAT ROOM FIRE BLOCKING - 2x6 PLATE CATHEDRAL CEILING WOOD FINISHEDFLOORS I I � CROSS SECTIONS " FINISHED 4" FINISHED I I " " " 2 AS NOTED WOOD FLOORS R-21 INSULATION WOOD FLOORS a" '-4Y" 3'-6" 2'-10Y" -7/ 3'-7Y2" 2x6 CCA SILL " ADVANTECH " ADVANTECH 4" ADVANTECH TERMITE SHIELD - SILL SEAL DECKING DECKING DECKING I I SET: ISSUED FOR: DATE: J"x18" ANCHOR BOLTS MAX. 32" oc (2)1-3/4 x 9�" LVL GIRDER 8" P.C. FOUNDATION WALL �r r (2)2X4 LVL IFIL 0 BEAMS @16"¢ R-30 JI23i0 x 9-1/2" R-30 TJ1230^x 9 1 2" 2x4 KEY WAY 19'I I I 4" STEEL COL. INSULATION 16" oc INSULATION „ III I I CONCRETE FOOTINGW/ 1 0 24" x 10" CONCRETE F(00TING II II BASEMENT � '.SEAL: DATE: 4" STEEL COL. (5)#5 REBAR E.W. BASEMENT BASEMENT #5 VERTICAL REBAR 4 -0"oc. 3'-0" BELOW FINAL GR)ADE. (TYP.) I I I I JUNE 15, 2023 WITH (4)#5 REBAR L.W. AND #5 I 24"x 24"x 12" 4" STEEL COL. REBAR S.W, AT 2'oc, I I I I CONCRETE FOOTING W/ PROJECT N0: (5)#5 REBAR E.W. 24"x 24"x r (2)#5 HORIZONTAL REBAR 36"oc. III 4" PC SLAB I I 4" PC SLAB 4" PC SLAB CONCRETE FOOTING W 4" PC SLAB ( )# �E 1 148-2023 W/ 10 GA. 6x6 WWM. I I W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. (5)#5 REBAR E.W. W/ 10 GA. 6x6 WWM. ;..:•,; - DAMP PROOFING ���' DRAWN BY: AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY ,;. •4-s �;: 0 N ��. Y: : 8' P. C. FOUNDATION WALLTZA H �` 4 fi STEP FOOTINGS AS NECESSARY VAPOR BARRIER I I VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER r�`c.«;:?, �Or `{ p NECKED BY: TO MAINTAIN 3'-0" BELOW .• '�'� ., FINAL GRADE - - - - - - - - - - - - - - - - - - I I > ti 2x4 KEY WAY MANN House Drawn 2203 Sf. ` s<�.?•..:-;, 24" x 10" CONCRETE FOOTING T- ^s-: :j. W HLET NUMtsL�: 3'-0" BELOW FINAL GRADE. (TYP.) i WITH (4)#5 REBAR L.W. AND #5 Max. Allowable House 2431 Sf• ��� REBAR S.W. AT 2'oc. ;�phr^0' G'$4 �f`\ ° --1 SSI"AP CROSS SECTION B A6u 20% Max. Lot Coverage = 2530 Sf. DOB NUMBER: ul' House Drawn 2455 Sf. STRAPPING X 7`7 PROVIDE HURRICANE STRA R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE IN ACCORDANCE WITH THE 4 2020 RESIDENTIAL CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE j";`°/ .,:� r ; ' NEW YORK STATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ?i ARCHITECTURAL GRADE ROOF SHINGLE �,; I - � :I A PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ICE WATERSHEILD ALL EXT. HEADERS ARE TO BE ;kl I all 7r, (2)IY4"X 9Y2' LVL UNLESS IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 01 CDX EXT. ROOF SHEATHING THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE OTHERWISE NOTED TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING 2x10-16" oc; RAFTERS ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS UHL DESIGN ASSOCIATES, LLc I RIDGE VENT NOTE: PROVIDE FIRE BREAKS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. residential & commercial design * consulting 13"X11J" LVL RIDGE AS PER 4 RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING THE 2020 R301.1.1 ALTERNATE PROVISIONS ARCHITECT-URAL GRADE ROOF SHINGLE RIDGE HURRICANE STRAPPING 12 RIDGE VENT RIDGE VENT RESIDENTIAL CODE OF NEW YORK STATE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING P0,Box 1675 phone: 1631)433-9084 ICE & WAlTERSHEILD 12 6 "' STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southolld,NewYork 11971 1j"X11 LVL 1J"X119" LVL RIDGE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH E-Moil: ssbn654@optonIine.net CDX EXT. ROOF SHEATHING 6 COLLAR 11 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF 2x10-16" oc RAFTERS 16"oc. NEW YORK STATE. Kehl Design Associates,LLC c formerly 0 A K Associates,LLC .......... ATTIC 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) OWNERSHIP USE OF DOCUMENTS: 6" CLOSED CELL SPRAY FOA J R-45 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD A —1 2XIS WALL TO RAFTERS TIC FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) These drawings and specifications including the POST TO RIDGE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented R-19 INSULATION INSULATION BAFFLE 6 therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 3X10 FIR BEAMS BOLTED to others or used in connection with any work oc: BETWEEN RAFTERS 8'oc. oc RAFTERS R-19 INSULATION or project other than for which they have been R-19 INSULATION Window Headers to be prepared without written consent. Constructed with (4)#5 Horizontal Reber with (4)#3 Reber Stirrups Equally Spaced 2X8 JOISTS 16 oc, ATTIC UTILITY R-30 INSULATION with 6" Bearing or each end 8" FASCIA ACE SS- - - - - - 12" 'VENTED SOFFIT (SEIE DETAIL R-30 INSULATION R-30 INSULATIDN HURRICANE STRAPPING I DOU13LE 2x6 PLATE R-15 ROCKWOOL 2x6--16" oc WALL STUDS 17-11" 24'-0" INSULATION T R"CDX SHEATHING G REAT ROOM --2 Window Lintel "B" BLUESKIN HOUSEWRAP R-21 INSULATION x 8" HARD1-PLANK (6" EXP) R-21 INSULATON CATHEDRAL CEILING MASTER MASTER BEDROOM 2 FIRE BLOCKING BA THROOM S� 2x6 PLATE '71/1 '-J/2 2 (2)2X4 LVL FINISHED FINISHED 1-10, 13,- 0 HANDRAIL AS PER NYS CODE FLOOR BEAM E WOOD FLOORS R-21 INSULATION WOOD FLOORS TJ1230 x 9-1/2" @16"oc AD CH I— - - 2x6 CCA SILL VANTE ADVANTECH NTECH J" FINISHED 16" Do Provide 2x8 Window well #4 Reber TERMITE SHIELD - SILL SEAL L DECKING DECKING� WOOD FLOORS Ladder set into wall 1k ACQ Buck JM=1 I 1 -7around all J"x18" ANCHOR JIM \W r and EpDXy into place Basement WINDOW HEADERS ARE TO DERS ARE TO (2)1-3/4 x 9 LVL GIRDER WINDOW HEADERS ARE TO #5 REBAR Windows as per 2020 NYS BOLTS MAX. 32" oc - - - - - - - - - - YW I N DO W HEADERS Building Code BE CONSTRUCTED OF r-F BE CONSTRUCTED OF BE CONSTRUCTED OF R-30 ZR-30 Z(2)#5 HORIZONTAL REBAR (2)#5 HORIZONTAL!RE!BA�R�\ Ll #5 REBAR (2)#5 HORIZONTAL REB�R INSULATION TJ1230 x 9 �2" Gravel #5 REBAR #5 REBAR-- INSULATION 16" 0: 45 REBAP-/ #5 REBAR #5 REBAR 8" P.C. FOUNDATION WALL -A #5 REB R ,-'j,.,,---Sond and Gravel 0 REBAR R5 REBAR #5 REBAR #5 REBAR 4" STEEL COL. 4" STEEL COL. 24% 24% 12" #5 VERTICAL REBAR 4'-O"oc. BASEMENT BASEMENT PROVIDE I'X 91 LVL #5 VERTICAL REBAR 4'-0"oc. PROVIDE 1,"'X 921" LVL BASEMENT BOX BEAM HEADER ABOVE 36% 36"x 12" CONCRETE FOOTING W/ BOX BEAM HEADER ABOVE I BASEMENT WINDOWS CONCRETE FOOTING W/ (5)#5 REBAR E.W. (5)#5 REBAR E.W. PROVIDE 13,*X 9J" LVL (2)#5 HORIZONTAL REBAR 36"oc.- - BASEMENT WINDOWS 4" PC SLAB 4" PC SLAB 4" PC SLAB BOX BEAM HEADER ABOVE 4" PC SLAB (2)#5 HORIZONTAL REBAR 36"oc. WORK NOTES: W/ 10 GA. 6x6 WVVIV. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WVVM BASEMENT WINDOWS W1 10 GA. 6x6 VVVVM DAMP PROOFING AND 6 MIL. POLY AND 6 MIL. POLY 24"x 24"x 12" AND 6 MIL. POLY AND 6 MIL. POLY 8" P. C. FOUNDATION WALL VAPOR BARRIER VAPOR BARRIER CONCRETE FOOTING W/ VAPOR BARRIER VAPOR BARRIER 8" P.C. FOUNDATION WALL (5)#5 REBAR E.W. 2x4 KEY WAY HEADER DETAIL 7 L - - - - - - - - - 2x4 KEY WAY - - - - - - - - -- - 24" x 10" CONCRETE FOOTING . �-.-'-'i.,.r 3'-0" BELOW FINAL GRADE. (TYP.) STEPPED 24" x 10" CONCRETE WITH (4)#5 REBAR L.W. AND #5 FOOTING3'-O" BELOW REBAR S.W. AT 2'oc, FINAL GRADE. (TYP.) WITH (4)#5 REBAR L.W. AND #5 REBAR CROSS SECT I ON C S.W. AT 2'oc. RIDGE VENT RIDGE VENT 1j"X11j" LVL RIDGE 13"X11j" LVL [RIDGE 4 RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING ARCHITECTLRAL GRADE ROOF SHINGLE ARCHITECTURPAL GRADE ROOF SHINGLE -ICE & WATERSHEILD ICE & VVATERcSHEILD COX EXT. ROOF SHEATHING J" CDX EXT. ROOF SHEATHING 6 COLLAR TI 2x10-16" oc RAFTERS 2x10-16" oc RAFTERS 6 COLLAR Tlr`_� 16"oc. 2x4-32" oc - 16"oc. 2x4-32" oc PROJECT: 2x6 / 2X4 S-ITRONG BACK ATTIC -2x6 2X4 STRONG BACK 2x10 RAFTER NAkILER ATTIC 19 FSL INSULATION 2x8 RAFTERS @116"oc. R-19 INSULATIOY ARCHITECTURAL GRADE ROOF SHIrNGLE ICE & WATERSFHEILD 020 Pk M F mom 2X8 CEILING JOLTS 16"oc, CDX EXT. ROOF SHEATTHING— /T777\ AF_ 8" FASCIA 2X8 CEILING JOISTS 16 oc. _Z 8" FASCIA R-30 INSULATION 12" VENTED SOFFIT (SEE DETAIL) 12" VENTED SOF-_FI1 I-R-15 ROCKWOOL R-30 INSULATION 12" VENTED SOFFIT (SEE DETAIL) R-1 5 ROCKWOOL HURRICANE STRAPPING (SEE DETAIL) 3Y,' 4, INSULATION HURRICANE STRAPPING INSULATION DOUBLE 2x6 PLATE [VENTED SOFFIT.— 0'-3" 8'-QY4' 8'-4Y4 DOUBLE 2x6 PLATE F-15 ROCKWOOL MASTER 4X4 ACQ POSTr v/ ISULATION 2x6-16' oc WALL STUDS (SEE DETAIL) 2x6-16" oc WALL STUDS J"CDX SHEATHING 10 HB&G COLLUW BED ROOM CL BATHROOM MASTER ;"CDX SHEATHING BEDROOM 7 HlNG WRAP BED ROOM CL BLUESKIN HOUSEWRAP PORCH. BLUESKIN HOUSEWRAP 225 LANDING LAtlE 11-81, J"x 8" HARD1-PLANK (6" EXP) I-R-15 R-OC<WOOL BATHROOM HARDI PLANK SIDING (15" EXP) GREENPORT, NY 11944 FIRE BLOCKING INSULATION FIRE BLOCKING 3" FINISHED 2x8 CCA LEDGER -R -21 INSULATION 4 R-21 ROCKWOOL R-21 INSULATION WOOD FLOORS J" FINISHED 51, J" FINISHED INSULATION WOOD FLOORS R-30 4 x 6 AZEK OR EQUAL DECKING WOOD FLOORS SCTPA#1 000-043-04-013 R-30 INSULATION ADVANTECH INSULATION 2x8 CCA LEDGER 4 2x6 PLATE DECKING ANT SIMPSON POST ANCHDR ADVANTECH 4 DECKING (2)2x8 CCA GIRDER DECKING ZRAWING TITLE: J" ADV ECH 2x6 PLATE 1-1/8" FIBERSTRONG RIM BOARRID TJ1230 x 9-1/2" -0. TJ1230 x 9-1/2" 1j" BLUESTONE PAITTFIO X BOARD -3" GROLUT (AS PER MFG. SPECS.) (AS PER MFG. SPECS.) 16" oc 16 oc 16" oc I CROSS SECTIONS 2x6 CCA SILL CONCRETE SOLI AB 2x6 CCA SILL TERMITE SHIELD - SILL SEAL--/ \2x6 CCA SILL #5 REB)AR- R-30 R-30TERMITE SHIELD - SILL SEAL AS NOTED #5 REBAR \J%18" ANCHOR #5 REBAR PINS @24"coc.— INSULATION INSULATION ,5"x18" ANCHOR BOLTS MAX. 32 11 0 C. BOLTS MAX. 32"oc. �"x18" ANCHOR BOLTS MAX. 32"oc 8 BASEMENT CW I 4R CW14P BASEMENT. BASEMENT. BASEMENT- SET: ISSUED FOR: DATE: #5 VERTICAL. REBAR 4'-C"oc. #5 REBAR -------- -- #5 VERTICAL REBAR 4'-0"oc. #5 VERTICAL REBAR 4'-O"(oc. #5 VERTICAL REBAR 4'-0"oc. 4" STEEL COL. (2)#5 HORIZONTAL REBAR 36"oc. / ` / (2)#5 HORIZONTAL (2)#5 HORIZONTAL REBAR 36"oc. 24% 24"x 12" 1 HORIZONTAL REBAR 36"oc. 4" PC SLAB 4" PC SLAB REBAR 36"oc. 4" PC SLAB CONCRETE FOOTING W/ 4" PC SLAB DAMP PROOFING W/ 10 GA. 6x6 WVVIV. LVL 4"X 921" LVL W/ 10 GA. 6x6 WVVM W/ 10 GA. 6x6 WWM (5)#5 REBAR E.W. W/ 10 GA. 6x6 W DAMP PROOFING 2 8" P. C. FOUNDATION WALL VAPOR BARRIER BOX BEAM HEADER ABOVE BOX BEAM HEADER ABOVE VAPOR BA VAPOR BARRIER VAPOR BARRIER 8" P. C. FOUNDATION WALL BASEMENT WINDOWS BASEMENT WINDOWS —2x4 KEY WAY AND 6 MIL. POLY PROVIDE 14"'X 9 PROVIDE 13 AND 6 MIL. POLY AND 6 MIL. POLYAND 6 MIL. POLY BARRIER 8" P. C. FOUNDATION WAL[L� 2x4 KEY WAY 2x4 KEY WAY SEAL: DATE: 24" x 10" CONCRETE FOOTING 24" x 10" CONCRETE FOOTTING 24" x 10" CONCRETE FOOTING JUNE 15, 2023 3'-0" BELOW FINAL GRADE. (TYP.) 3'-0" BELOW FINAL GRADE. (TYP.) �_i 3'-0" BELOW FINAL GRADE. (TYP.) PROJECT NO: WITH (4)#5 REBAR L.W. AND #5 WITH (4)#5 REBAR L.W, ANJD #5 WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. REBAR S.W. AT 2'oc. REBAR S.W. AT 2'oc. 1148-2023 DRAWN BY: MANN"I" TZAIMIME!"J" CROSS SECTION D CROSS SECTION E C1\ 0, E D BY: House Drawn 2203 Sf. ip., S _�,T NUMBER: Max. Allowable House 2431 Sf. 302 Ion COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE 20% Max. Lot Coverage 2530 Sf. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBILR: OF PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building House Drawn 2455 Sf. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such l KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. M • I r� v YW Vila Iq uv _ N IVA 0 I NV3 C'SA 7 - -800.2f5..4550 C14 nr,� } ANCE.. , USA 1 et 80q-356- 2202 �� t� f'ilc aQ 800-356-2202� `� aa. •l _ �M���•._.�-` _•_*ram .,, .. - "."" 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