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HomeMy WebLinkAbout51027-Z �o��of s°yryo`o Town of Southold P.O. Box 1179 >d 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46902 Date: 03/12/2026 TEAS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2765 Wells Rd Peconic, NY 11958 Sec/Block/Lot: 86.-2-2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/13/2023 Pursuant to which Building Permit No. 51027 and dated: 08/02/2024 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: Demolition (as per Town Code definition) and reconstruction of a single-family dwelling with an unfinished basement, 2nd floor balcony, front & rear covered porches, rear sunroom, outdoor shower and an existing attached garage as applied for. The certificate is issued to: Lubin JF Living Trt , Lubin PM Living Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0082 6/4/2025 ELECTRICAL CERTIFICATE: 51027 12/22/2025 PLUMBERS CERTIFICATION: Nick Sallas 1/28/2026 Autho ' e Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • SOUTHOLD, NY r ' OL 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#: 51027 Date: 8/2/2024 Permission is hereby granted to: Lubin JF Living Trt 24 Tower Ct Syosset, NY 11791 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per DEC, Trustees & SCHD approvals. At premises located at: 2765 Wells Rd, Peconic SCTM #473889 Sec/Block/Lot# 86.-2-2 Pursuant to application dated 12/13/2023 and approved by the Building Inspector. To expire on 2/112026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,950.00 CERTIFICATE OF OCCUPANCY $100.00 Total: $2,050.00 Building Inspector SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 ® �Q Southold,New York 11971-0959 �lij'coulm, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lubin JF Living Trust Address: 2765 Wellos Rd City: Peconic St: NY zip: 11958 Building Permit#: 51027 Section: 86 Block: 2 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: BJ Electric License No: 2670ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage ix I Dock INVENTORY Service 1 ph X In-wall Heater Recpt 118 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures CO Detectors Heater Main Panel x2 A/C Condenser 2 Single Recpt RecessdFixtures 108 Combo Smoke/CO Transformer Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 10 Heat Detectors Salt Gen Transfer Switch 200 Mini Split 2 Dryer Recpt Gas UC Lights Fridge AutoCover ARC 20 Blower Heads 2 Switches 75 Pucks Lights Dishwasher 1 Mini Fridge 1 GFI 4 SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. 1 ARC/GFI 20 ERV Exit Lights Bath Exhaust 5 Hood Dehumidifier 1 Other Equipment: Gas HW(2), 200A Panel 40 Circuit/36 Used, 200A panel 40 Circuit/37 Used Notes: Two Story House w/ Unfinished Basement Inspector Signature: Date: December 22, 2025 I cog FO CO Town Hall Annex Telephone(631) 765-1802 54375 Main Road P. O. Box 1179 Cm Southold, NY 11971-0959 t JAN 2 '8 2026 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. A20 �7 Owner: L q b (Please print) Plumber: A// �';Z'/1'q 5 (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 J&7,,41'7' 20�,4 DAVID J.SHEPARD Not PublIc-State of New York No.0 1 SH6328441 Qualified In Suffolk County MY Co 220 rnmisslun ExpIreu August 3 Notary Public, Vf(rlf(- County �O�apf SOUTyolo ( o d/ -7 E76 5 v " # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTIOIN [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]' FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �[ ]_ CODE VIOLATION [ ] PRE C/O REMARKS: '" 2-�.� ha TAC DATE 7 INSPECTOR - - �o�a0FS0UlyOlo IG-2-7 - # TOWN OF SOUTHOLD BUILDING DEPT. co��m,� ' 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: w01 DAZA �olgf � r DATE Jd 125 INSPECTOR -,ZCri� pF SOUTyOIo -- # # TOWN OF SOUTHOLD BUILDING DEPT. o m,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: �A I V RinPCY i M J-P�r)j !!R DATE ' !�- INSPECTOR q SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION �vy [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/ HULKING [ ] FRAMING /STRAPPING [ FINAL � N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ^N :.� cp rit�ko (CAA/ k4/ DATE INSPECTOR CUTCHOGUE9 NY 11935 PHONE: 631.513.6589 ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX Town of Southold-Building Department January 21 st, 2026 53095 Main Road PO Box 1179 Southold NY 11971 Re: Lubin Residence 2765 Wells Road Peconic, N.Y. 11958 District-1000, Section-86, Block-2, Lot-2 Building Permit Number— 51027 To Whom It May Concern, I am writing in my capacity as the architect of record regarding the above- referenced project, which consists of alterations and renovations to an existing single-family residence. As part of the renovation work, insulation upgrades were performed only within the scope of areas opened and modified during construction. Significant portions of the existing home remain original and were notaltered, reinsulated, or air- sealed as part of this project. As such,.the building envelope is a combination of new and existing construction. Energy code compliance for this project has been demonstrated through REScheck using the UA trade-off method, confirming compliance with the applicable New York State Energy Conservation Construction Code. This documentation reflects the actual scope of work and assemblies incorporated into the project and demonstrates that the renovated structure meets or exceeds code requirements without reliance on air leakage testing. Given the limited scope of renovation and the presence of substantial existing construction outside the renovated areas, a blower door test would not be representative of the work performed and would not meaningfully reflect the energy performance of the improvements completed under this permit. Air leakage results would be heavily influenced by original portions of the structure that were not subject to modification. Page 1 of 2 Based on the above, we respectfully request acceptance of the originally submitted REScheck compliance documentation in addition to my insulation inspection report dated 06.03.25 in lieu of a blower door test for the issuance of the Certificate of Occupancy. Please let me know if you require any additional information or clarification. I would be happy to discuss this further if helpful. Sincerely, ZACKERY E. NICHOLSON, RA ED Ah'C s' A N� Z s��T �4a4 -AO F OF N Page 2 of 2 K Town ufSouthold � � (' |kN � � �O�� ~ Building Department � \\ ""'` � " �"�" 54375 Main Road Southold, NY11S71 January 12.202G AFFIDAVIT Dear Sir/Madame Please accept this Affidavit of my attestation to complete Gni| Stabilization to my property located at2765Wells Rood PeoonicNY 11958 as requested by the Southold Building Inspector as stipulated in his Final Building Inspection. During more favorable weather conditions in the Spring of 2026, 1 will be installing top soil,grass oaod or sod, p|anUngo,and shrubbery to stabilize the property's soil. )JameLu bin s65 VVelsRood Peconio. NY1195O 201'4e2'75e5 ~ ' ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department January 26th, 2025 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 a , Re: Lubin Residence i 2765 Wells Road _r FEB - 3 2025 Peconic, N.Y. 11958 District-1000, Section-86, Block-2, Lot-2 Building Permit Number— 51027 Inspection — Footing — Pier- Reinforcement In November 2024, 1 inspected the construction at the noted location. The inspection covered the footing and reinforcement for the renovations & additions to an existing dwelling structure. The areas inspected included the excavation, reinforcement, and footings. The inspection was completed before backfilling. The inspection results are: Items inspected included footing depth, size and reinforcement, pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RA ARC E.N/C z sj �44A2'' �r qTE O OF NEON y ZACKERY E. NICHOLSON, RA' ZENICHOLSON.ARCH@GMAIL.COM VPOST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department January 26th, 2025 53095 Main Road Page 1 of 1 PO Box 1179 ii ;� _ Southold NY 11971 by Lea ; Re: Lubin Residence "^" 2765 Wells Road k'-� FEB - 3 2025 Peconic, N.Y. 11958 District-1000, Section-86, Block-2, Lot-2 I"'eF� �a�e C'!s4er1G�uu't-� Building Permit Number— 51027 Inspection — Footing and Foundation In December 2024, 1 inspected the construction at the noted location. The inspection covered the footing and foundation for the new residential structure. The areas inspected included the footing keyway, foundation walls forms and reinforcement of the renovations & additions to an existing dwelling. The inspection was completed before backfilling. The inspection results are: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RA _D ARC �5 E.N! y�r C/y0` �C� c, so s9r 0444a5 to�� Fop tN4S ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department V J�ji6ary 26th, 2025 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 J 3 2025 Re: Lubin Residence 2765 Wells Road Peconic, N.Y. 11958 District-1000, Section-86, Block-2, Lot-2 Building Permit Number— 51027 Inspection — Framing On January 14th, I inspected the construction at the noted location. The inspection covered the framing for the renovated residential structure. The areas inspected included the basement, crawl space, first and second floors of the house. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RA F-D Aj?e S.Nt C/Y' % A 00 sal 0444Z" OF NEB ZACKERY E. NICHOLSON, RA f� n ICHOLSON.ARCH@GMAIL.COM 15 [I _-,'%POST OFFICE BOX 88 Ffo) � . UTCHOGUE, NY 11935 APR 2 9 2025 IJPHONE: 631.513.6589 •' '�= Town of Southold-Building Depa 't ' z� =nelle April 21 st, 2025 53095 Main Road rttOf S Esd lwd Page 1 of 1 PO Box 1179 Southold NY 11971 Re: Lubin Residence 2765 Wells Road Peconic, N.Y. 11958 District-1000, Section-86,.Block-2, Lot-2 Building Permit Number— 51027 Inspection — Rough Plumbing On Aprill 10th, 2025, 1 inspected the new construction at the above noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System (WS). The inspection results are: 1 — DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2 —WS— System was fully exposed and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RA ��RED qRC E.N/c/1 , N� Z � .11 S4T 04442S yO�r F OF NEB i ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department June 3rd, 2025 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 Re: Lubin Residence D E C t5 9 WE 2765 Wells Road Peconic, N.Y. 11958 JUN 1 1 2025 District-1000, Section-86, Block-2, Lot-2 Building Permit Number— 51027 Building Department Town of Southold Inspection— Insulation & Caulking On May 20t4, 2025 1 inspected the insulation and caulking installed at the noted location. The inspection covered the basement, exterior walls, interior walls and the ceiling/roof. The inspection results are: 1 —Walls —Insulation provided and installed by Drywall Solutions. Insulation provided rated as R-21 - R-25. The insulation provided was done in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. 2—Ceiling/Roof—Insulation provided and installed by Drywall Solutions. Insulation provided rated as R-49. The insulation provided was done in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. 3—Cellar Ceiling—Insulation provided and installed by Drywall Solutions. Insulation provided rated as R-30. Additional Closed Cell Spray provided in basement perimeter box beams. The insulation provided was done in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. ZACKERY E. NICHOLSON, RA E.'CE'��D ARC Nf c'S`O!TF 4 v� is n� N7 " Z . l sTQT 044423 -40 F OF Nei FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) ---------------------------------------- FOUNDATION (2ND) QA ROUGH FRAMING& PLUMBING LN INSULATION PER N. Y. STATE ENERGY CODE ov Q on vw% FINAL V, ADDITIONAL COMMENIKS�� HC 44 A�LrF- 9--e-le-r ('10 ca"+ c(l PAV-sueq-, I- 2z co so I AV-PA-ta v,i --A4ek 49-c v 4 rt 14 TOWN OF SOUTHOLD—BUILDING DEPARTMENT r N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only !r r` ' PERMIT NO. 51ABuilding Inspector: _a DEC 1 3 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 .' ?, ? T , Owner's Authorization form(Page 2)shall be completed. ' Date: OWNER(S)OF PROPERTY: Name:Jim Lubin SCTM# 1000-86-02-002 Project Address:2765 Wells Road, Peconic, NY 11958 Phone#:2014527595 Email:jim@beaconhillpwm.com Mailing Address:2765 Wells Road, Peconic, NY 11958 CONTACT PERSON: Name:Mathew Smith Mailing Address: PO BOX 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name Anthony Portillo Mailing Address:PO BOX 152, Mattituck, N.Y. 11952 Pnone.#:631 603 9092 _.. Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY;INFORMATION Existing use of property:.Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes (]No IF YES, PROVIDE COPY. 4 Ch0Cl; Reading The owner/contractor/design professional is responsibie for all dramage;and stonn.water issues as:provrded liy Chapter 236 of the Town Code.AMICAtloN Is-litW3i MADEto the,Bultding Departrrient for'the issuance of a BuBdmg Permit pursuant to the Budding zone Ordinance-of the Town of Southold,Suffolk,County,NewYorkand other applicable laws,Ordinances or Regulations,for ttie construction of b'Id*in 's additions,atterations;orfor remove or demolit!" as herein described The a licant a rees to_com PP pty with all applicable laws,ordinances,building code,housing code,and regulations`and to admit authorized inspector,on premises'and in builtlmgls)for necessary inspections,False statements made hereinard punishable as a,Class A;misdemeanor pursuantto:section$10 45 of the New York State'Penal'law Application Submitted By(print n me):AMP RCHITECTURE BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF >X7�D Il�-�. r�;`r- being duly sworn,deposes and says that(s)he is the applicant (Name of individual,signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,,,etc.) of said owner or,owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained 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.Ji '` . Sworn before me this BARBARA H.TANDY Notary Public,State Of New York _dayof��� No. 0n Suffolk 20.G�13 Qualified In Suffolk County��s, �d Commission Expires 0 -1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Jim Lubin 2765 Wells Road, Peconic,, NY 11958 residing at do hereby authorize AMP Architecture to apply on behalf tort w f Southold Building Department for approval as describ d herei . Owner's Signature Date is Print Owner's Name 2 SQ Town Hall Annex Glenn Goldsmith,President nQ. �T� 0 0f` 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631)765-1892 Elizabeth Peeples , • .: ,, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 24, 2023 James Lubin 2765 Wells Road Peconic, NY 11958 RE: 2765 WELLS ROAD, PECONIC SCTM# 1000-86-2-2 Dear Mr. Lubin: The following action was.taken by the Southold Town Board of Trustees at their Regular Meeting held o"-"Wednesday,;July 19, 2023: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9983, as issued on September 15, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely; Glenn Goldsmith President, Board of Trustees GG:dd c a iR,@c-.:"•• ,� '�• 0• y •ti19u1\ �•�p•• '�PY' ._ ri• .•..•y..i' _( `:!'e°1''•41i•.' �'•. .` .p O•��•'•-�•L d��� +��+;f^' 7- •'"e+ Dd z� _,,,-:_. .•�iti +oas^;..^;,.....-.----.__ `:.°�°•'• PI/i;,i _ 6ol�O> +y po,. .:ga +^a;n:• o>�� +c,t/o„ ,P~ .FC.,M..t-_VE:'"z+'s 4^tKr!'l+L;SY.eEC7,.etfEM!e(y°'.k'^�6N;dS'RTS'a!el•n'JGi7'tbu`✓1'.'.!•.3'1,0!Xl2t"$='!�''QSR`St.Nt`?'^;.E!�:+ 4YfZ•gQ,;:ae^ rAL•'�':^7^bu7«L:N?A!'33't^'-'•'!5^_NY 1r .'J!'•'e:;P„'ti3•' '!'2�2k4519:SA•3'::S^.Qg"hNt •�� ;;e,+6�I �� yam p•\': r 1 r qHi �I; �•+•G+�I��, BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK s e PERMIT NO.9983 DATE: SEPTEMBER 15,2021 `0 I ISSUED TO: JAMES LUBIN g <. PROPERTY ADDRESS: 2765 WELLS ROAD,PECONIC i• s:w ' SCTM# 1000-86•-2-2 ' AUTHORIZATION °7 • `•fib Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in i . ,P z•,_ w accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 15,2021, �:. and in consideration of application fee in the sum of$250.00 paid by James Lubin and subject to the Terms and `1 Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the t following: it ' ie ! Wetland Permit for the existing dwelling with a 1,705sq.ft.footprint,existing attached 678sq.ft. !� + garage,existing 21sq.ft. front entry deck to be removed,and existing 325sq.ft. rear deck to be i�tiF l 't. :vo•' - � removed for a total of 2,729sq.ft.of existing structures;construct onto existing dwelling a y,,,•_�"ti, 14'9"x38'2"(562sq.ft.) rear screen porch;construct a 23'3"x7'8"(178sq.ft.)rear covered z:: , porch/deck; construct a 1010"x38'1"(380sq.ft.)front covered porch; construct a 4'x6' (24sq.ft.) outdoor shower; construct a 12'x7'5"(89sq.ft.)second floor balcony for a total lot coverage of 3,572sq.ft; and as depicted on the site plan prepared by AMP Architecture LLC,dated August i •> •is�. 11,2021,and stamped approved on September 15,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these 'P" presents to be subscribed by a majority of the said Board as of the 15th day of September,2021. COD o yam; 4.•, ,p -'%'c — - ------ -- ---- --- - -- +ea ,.� rrsr.'c ni,:ln.6h1f�•�;.y„Gi�u a-;o„�u7fftC,541G,lnb;nmi'+.rh:w:..;,.•S:isSa:`.v,5,;:inudu;,�Lc•;nr�;,1,,:,:porwe>,c Ji`n Y '�;.+ •�,7s;f.,mS,v7;FuiuvoN.wir¢r,.:•T:,em.•ru(r4^•:••:$,.•l:urL fi.,arJh;r:asd.. :�3 Ly' ,C� - o �..>r l ` o . . � .;�r � e s. \Ll,�'� • J `�+�... �.�'1,�� 001 �'� � �•..."7'^'4� � - �n•„'m.�^Qt�`^:-tl ��R.^'.�•i� �• nrt't...n,�`� �1 •- • r p 1 � pp ,� �. � p >s; p ^ pps :+ •*0 •�,:;, a:=t• .!,•,..�,°,;• . `• .;g :•;'!�• - '0•4s.: :ya:e�' god A BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK wf' k\ PERMIT NO. 10587 DATE:,JUNE 12,2024 ISSUED TO: JAMES LUBIN PROPERTY ADDRESS: 2765 WELLS ROAD,PECONIC SCTM# 1000-86-2-2 JUL 2 6 is '.,.• 2024 �.•�';,� { AUTHORIZATION IM&DING V.EpT. U TOWN :.)uo Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold an inVM accordance with the Resolution of the Board of Trustees adopted at the meeting hold on June 12,2024 and in consideration of application fee in the sum of$1.250.00 paid by James Lubin and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the III following: Wetland Permit to demolish existing two-story dwelling with the existing full basement, first floor structural members,select-interior walls and garage to remain; construct M additions and alterations to two-story dwelling including new sun room with crawl I space below, rear covered porch/deck,front covered porch, outdoor shower, and second floor balcony; new I/A OWTS system; and to establish and perpetually maintain a proposed increased 201 wide vegetated non-turf buffer area relocated to align with and run landward of the wetland line; all trees to remain; all as depicted on the revised site plan prepared by AMP Architecture,received on June 17,2024,and I stamped approved on June 20,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ?j and these presents to be subscribed by a majority of the said Board as of the day and year written above. ca A 0150A Glenn Goldsmith,President so Town Hall Annex Nicholas Krupski,Vice President l 54375 Route 250 P.O. Box 1179 Eric Sepenoski l J Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Joseph Finora • a0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2356 C Date: March 11, 2026 THIS CERTIFIES that the demolition of existing two-story dwelling with the existing full basement first floor structural members select interior walls and garage to remain; construction of additions and alterations to two-story dwelling including new sun room with crawl space below,rear covered porch/deck front covered porch outdoor shower, and second floor balcony; installation of I/A OWTS system; and establishment of a 20' wide vegetated non-turf buffer area relocated to align with and run landward of the wetland line; all trees remain, At 2765 Wells Road,Peconic Suffolk County Tax Map#1000-86-2-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 1, 2024 pursuant to which Trustees Wetland Permit#10587 Dated June 12,2024,was issued and Amended June 11, 2025 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing two-story dwelling with the existing full basement first floor structural members select interior walls and garage to remain; construction of additions and alterations to two-story dwelling including new sun room with crawl space below,rear covered porch/deck front covered porch outdoor shower,and second floor balcony' installation of I/A OWTS system; and establishment of a 20' wide vegetated non-turf buffer area relocated to align with and run landward of the wetland line; all trees remain. The certificate is issued to JAMES LUBIN owners of the aforesaid property. s k Authorized Signature MAR 11 2026 t p g `�r,.tPlGt9,:Srn`'�x➢�.r,a1��;�Z f z NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION v Facility DEC ID 1-4738-04823 PERMIT Under the Environmental Conservation LawfECL) Permittee and Facility Information Permit Issued To: Facility: .LAMES LUB1N LUBIN PROPERTY 2765 WELLS RD 2765 WELLS RDA 1000-86-2-2 PECONIC, NY 11958 PECONIC, NY 11958 Facility Application Contact: EILEEN WINGATE 2805 W MILL RD MATTITUCK. NY 11952 — Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.509 NYTM-N: 4545.937 Latitude: 41°02'11.1" Longitude: 72°26'53.2 ' Authorized Activity: Reconstruction of a deck and walkway, and the addition of a porch and outdoor shower. All work must be done according to the plans prepared by AMP Architecture, last revised 12/21/2022 and stamped NYSDEC approved 4/26/2023. EES. Permit Authorizations Tidal Wetlands -Under Article_25 Permit ID 1-4738-04823/00001 New Permit Effective Date: 4/26/2023 Expiration Date: 4/25/2028 NYSDEC Approval By acceptance of this.permit; the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: KEVIN A KISPERT, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY L Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -340.9 Authorized Signature: / LV 4/�'�I Date Page 1 of 6. f NEW YORK STA"f E DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04823 Distribution List EILEEN WINGATE Bureau of Marine Habitat Protection Wildlife Elyssa E Scott Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit-. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plants All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by AMP Architecture, last revised 12/21/2022. 4. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 5. Concrete Leachate During Construction, no wet or Fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers,,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. Page 2 of 6 NEW YORK STATE DEPARTMENT OF 1,NVIRONMENCAL CONSERVATION y... Facility DEC 11) 1-4738-04823 7. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear Pect front the tidal wetland boundary. 8. Seeding.Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 9. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department (permit, modification, amendment). 1o. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shal l be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a mininnura of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 12. Authorized Innovative/Alternative Onsitc Wastewater Treatment_Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDI-IS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of 1/A QWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 13. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 14. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 15. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the-project has been completed and the area has been stabilized. 16. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 3 of 6 t Am NEW YORK STAT1 DEPARTMEN'r OF ENVIRONMENTAL CONSERVATION Facility DEC iD 1-a738-04823 17. State Not Liable for Damage The State of New York shall In no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State:for the conservation or improvement of navigation. or for other purposes, and no claim or right to compensation shall accrue from any such damage. is. State May Order Removal or Alteration of Work If future operations by the State of.New York require an alteration in the position of the structure or work herein authorized, or if; in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent.and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition.. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the.ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401O). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of. this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONNIENTAL CONSERVATION �. . ... Facility DEC ID 1-4738-04823 3. Applications For Permit Renewals, Modifications or Transfers Tlie permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. SUch application must include any l0i'ills Or sUpplEillental information the Department requires. Any renewal, modification or transfer granted by the Department must be ill writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY a Stony Broolc150 Circle Rd Stony Brook, NY 11790 -340.9 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. S. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially-false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 Ask NEW Y.ORKSTATE DEPARTMENT OF-ENVIRONMENTAL CONSERVATION . Facility DEC 11) 1-4738-04823 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts,Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or on isslons, or to any claims, suits, or actions naming the.DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized:by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 3 2024 BUILDING DEPARTMENT- Electrical Inspector 5S G r TOWN OF SOUTHOLD IN, 54375 Main Ro ad - P0',61 T47119' Town Hall Annex Southold, New York 11971-0959 i„��jo 01 Telephone (631) 765-1802 - FAX (631) 765-9502 amesh(a southoldtownny.gov - sea nd(cDsoutholdtown ny.g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: x3-J', JEc elol-lue- Electrician's Name: a 12 A A/A 44,06 C-e- License No.: Elec. email: gyo/4-f 34e;C-4, Elec. Phone No: rA g,46v 4 El I request an email copy of Certificate of Compliance,g Elec. Address.: 4 3,90 Wpe ecr,-,,A1or&0-- JOB SITE INFORMATION (All Information Required) Name: U A/ Address: —J�� Cross Street: C;L-tr Phone No.: 9XWZr d � Bidg.Permit#: lL 2:1 email: 6e6!! -620 cp Qo Tax Map District: 1000 Section: Block: Cot: BRIEF DESCRIPTION OE�YgRK, INCLUDES UARE FOOTAGE (Please Print Clearly): New WOW�u 6) 90 V 5 Square Footage: Circle All That Apply: Is job ready for inspection?: 11 YES [ja/NO O Rough ln � r7-7q [] Final Do you need a Temp Certificate?: YES 0 NO Issued On �Djjblo,Ll �P"(f(,kIAOCA P Temp Information: (All information required) Service Size lfi PhF—]3 Ph Size: 940 —A # Meters t Old Meter# F-JNew ServiceE]Fire ReconnectE]Flood Reconnect ElserviGe Reconnect[2Cnderg round Doverhead # Underground Laterals[:]1 R2 F;rH Frame D Pole Work done on Service? Y F-IN Additional Information: PAYMENT DUE WITH APPLICATION FC1 a 9LO (e-c� 6e-C,+nC Jr �vce 51oY) q IS V 3a. 36 G+-AS 1 two BUILDING DEPARTMENT- Electrical Inspector ® TOWN OF SOUTHOLD o _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 �h Temporary Certificate # = Date 2024 Customer Name L��� Electrician Name `� Address 215 UYUS lConiC Phone 51 e-mail e-mail R.FA y E Phone License# � — Size_aM_A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by fL2 - /,� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PV 1' 79 Southold, New York 11971-0959 -Q� Telephone (631) 765-1802 - FAX (631) 765-9502 amesh(@-southoldtownny..gov - seand(cDsoutholdtownny.q ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: �oP,4/8z.-tt Company Name: Electrician's Name: License No.: Elec. email: 0014-f3,00 C":O, Elec. Phone No: m Ce;, ;gv El I request an email copy of Certificate of Compliance 4 Elec. Address.: go (e,,, JOB SITE INFORMATION (All Information Required) Name: ,tj& IV Address: 1-e 5- Km�-- Cross Street: 0--tr- Phone No.: .ZZ 'Te 4�k Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF VVIORK, INCLUDE SQUARE F02�AGE (Please Print Clearly): New. lJ NAE r�lL 10 Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YESg/NO D Rough ln ❑ Final Do you need a Temp Certificate?: YESE] NO issued On (fCkjA 0 C Temp Information: (All information required) Service Size5PhF-]3 Ph Size: ' VV —A # Meters t Old Meter# R New ServiceD Fire Reconnect[]Flood Reconnect Elservice Reconnect[[ nderg round ElOverhead # Underground Laterals D 1 F-12 'H Frame D Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION 80S, FC1 �G)Lb (e-c�(09s) &C -vc�nc +- So -a PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. WAD Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water BondLights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Co-mbo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments GENERAL REQUIREMENTS: I/A OWT5 INSTALLATION STANDARDS: - i PROJECT / ZONING DATA I. The Installer must hold a current Ligyld 1^laste License pursuarnt to I. Install I/A OWTS tanks according to manufacturer's �*.,., '. '"nx �m"�"++ '"�'"•^"""' *°'"' '��^'"°"*'" L -- - - _ _- -- - 5 TE LAYOUT NOTES: i 1 1 J�' (L a' Suffolk County Code Chapter 563, Article VII (5epttc Industry recommendations while conforming with these standard. All ` I. THIS 15 AN ARCHITECT'S 51TE PLAN $ IS Q U TAX MAP # 1000-86-02-002 LICENSED F- SUBJECT TO VERIFICATION BY A Businesses) through the Suffolk Count Department of Labor, applicable recommendations provided by the manufacturer shall be ;; y a: ;, ±, - _ -__ __ _ z._ __ - W Licensing and Consumer Affairs, pursuant to Suffolk County Codle Implemented. � SURVEYOR. THE INFORMATION �y ZONING DISTRICT - §563-'(9. The Department of Labor, Licensing, and Consumer Afffairs N R T TOTHE e. III _ _ = - GT 5 /j '\\ _j _ �N'I maintains a list of licensed I/A OWTS Maintenance Providers. 2. The I/A OWTS tank shall be Installed at level In all directions y R 40 G AEGH TEE B�T OF KNOWLEDOE. / (with a maximum tolerance In any direction of +/one quarter Inch) on -_ _--- -------- - - LLI - 2. All I/A OWT5 must be registered with the Department In a minimum 3-Inch thick bed of properly leveled and compacted sand I�LOT GO�IERAGE 2. SURVEY INFORMATION WAS OBTAINED i i/- Q�\\\F 1 � \,\I W >_ accordance with Article 19 of the Suffolk Count Sanitary Gode: (free from rocks) or ea ravel. '« s . y y p g C ti` FROM A SURVEY DATED SEPT. la 2018 prior to the Department granting certification of completed r� _ )+>` ,:y� �''�1,.,' ,r' r.. �-• AND PREPARED BY: construction on "as built" plans. 3. I/A OWT5 Tanks shall be provided with a single outlet. A r , DESCRIPTION (FOOTPRINT) AREA % LOT �- - Z distribution box/manhole or distribution l elelachlnims structure tructures unless an ! E,. , COVERAGE PEGONIG 5URVEYOR5, P.G. �\ !� I / J = 3. An executed Operation and Maintenance Contract between ithe required for all systems with multiple g c -- P.O. BOX afOai _ Delnaetment Provider sand pal of the /A rOWTS be station btOthee alternative design Is approved b the Deportment. a urJL:d f 18,a115.0 S.F. / Property 9 pP y - STREET 1230 TRAVELER STR \�\ � 1- ;; Ln Y TOTAL LOT AREA Department in accordance with Article Iq of the Suffolk Count I 4. The top of the I/A OWTS tank shall not be located greater than 1{ i -: - - - --- - -- - HOLD N.Y. Ilai71 .M Q Y EXISTING BUILDING I,I-70.5 S.F. 6.2� ' ! / SOUTHOLD �._. Sanitary Code. y 2.5 feet or less than one foot below final grade. TELEPHONE: (651) -765 5020 a q required -- LO 4. y g g p g r EXISTING OARACE - 677.8 S.F. 5.6% -I ° }- d m warrontytand operation/mal tenance servicevco tract. After tNe access openings s to sampling ode located over athe aInlet and outlet eyed - - NOTE: Z initial 3-year operation and maintenance service contract has Covers shall be either 20-Inch diameter watertight and I ' I. FLOOD MAP DATA: 0 expired, property owners are expected to maintain on operatilon Insect-proof locking cast Iron covers or thermoplastic covers at EXISTING ASPHALT DRIVEWAY 1,204.'1 S.F. 6.4go = 0 and maintenance contract In accordance with Article 19 of the final grade. All covers shall be designed In accordance with section �SU5,JEC,7 FROFERTY •. MAP #: 36103G0162H DEGEMBER 08, 2021 - 0 MAP DATE: OQ/25/200a1 Z IX Suffolk County Sanitary Code. 5-III of this standard. i PROPOSED SCREENED DECK 550.E S.F. �I 2.a1� `at 'n!.ri ' `s',i ;r:i, - - - --- - 2.4/0 FLOOD ZONE: X $ AE6 TEST HOLE DATA Q j J 5. When on I/A OWT5 requires a vent, the unit shall be vented tto the 6. When sampling manholes are approved to be, Installed Ina PROPOSED COVERED PORCH 460.3 S.F. MGDONALD 6E05ERVIGES roof of the residence being served. Vent pipes shall extend oa driveway or parking area, the manhole shall be designed to be t Ask h`191 2. 51TE PROTECTION/SILT FENCING TO BE FOB 1258 I; J minimum of 6 Inches above the roof line and the top e the vemt traffic bearing to meet the requirements of AASHTO H-20 or ��' T� TOTAL AREA OF ALL STRUCTURES 4,065•al S.F. 21.59b ij INSTALLED AS REQUIRED BY THE TOWN OF SOUTHOLD, NY I1a171 > Rt 0 shall have a minimum horizontal separation of 12 inches to the HS-20 loading. fr,. �Ai; ii>T a its} j - _- _ -- =- -_ - -- - -_ --- •-=-I SOUTHOLD. (631) 765-3677 i. Z Cfl sloped portion of the roof. In cases where it is not practical t:o ;r v R,.;t,ay', qR -" vent the system to the residence roof, a vent pipe may be piped to 1. The outlet Invert elevation shall be a minimum of 0.1 foot below f MAXIMUM LOT GOVERAOE ALLOWED - 209b II 3 MGDGEO®GMAIL.GOM Y the exterior of the residence and terminate a minimum of IS Incohes the inlet invert elevation. " •* . SURFACE WATERS OR WETLANDS ARE above grade and at least I foot from property lines. These vent �r;';%�t( 1� `r`°` �i4, LOCATED WITHIN 300' OF THE PROPERTY. EL=7.0' pipes shall be located a minimum of 3 feet from any window or 8. Sampling manholes shall have on Inside diameter of 2 feet or an I ... : u�,�y�,�;;��j �,, �;..,t r Design Professional's Certification Required. OL DARK BROWN LOAM N doorway and must terminate with a carbon filter device. All veint Inside area of 2 foot by 2 foot. o• y� } , 4. ELEVATION5 REFERENCE NAVD 115a U. J i pipes must have a minimum diameter of 2 Inches. ,' Submit P.E. or R.A. Certification For I'0 - - W 0 01. There shall be a maximum retention depth below the outlet Invert 5. NO VISIBLE WELLS ARE LOCATED WITHIN SM BROWN 6. Installation and use of the I/A OWTS must conform to the elevation of six Inches. The �nstallatl Disposal System SILTY SAND .�-.�__.. ....... ....�. ., on and Construction r c I o w g Di 50' o F; Department's approved I/A OWT5 guidance document preporecd In s`. _'•.:... fr - ,...._. - ._..._ _ .d _. .,. �.<, z-. __._... l _ _ .._-. CO t o t'on t o Se a e 's S S I F SUBJECT PROPERTY LINES accordance with the standards for "Approval and Monagementt of 10. All sewer pipe penetrations In the sampling manhole shall be �I 3.O - -- J 0 Innovative and Alternative Onsite Wastewater Treatment Systems." watertight. LOCATION`� M � Use Form WWM-073 MINIMUM DESIGN REQUIREMENTS: ELECTRICAL REQUIREMENTS: I. I/A OWTS tanks shall be constructed of recast concrete, CONTROL PANELS: SCALE: N'TS THE FOLLOWING LOTS WITHIN 150' OF PROPERTY 5P PFINE S N AND W Abandonment of the existing sanitary system must be in UTILIZE PUBLIC WATER AS PER SGWA: fiberglass, polyethylene,polypropylene, thermoplastics, or other' 1. The control panel box must be placed outside on a suitable materials In accordance with Department standards and IONYGRR, pedestal near the structure that it serves. Alternatively, the panel conformance with the Department's requirements. SGTM #1000-86-I-10.5 Appendix 15-A. The use of steel tanks Is prohibited. box may be, mounted on on outslde wall of the structure (preferable SGTM #1000-56-1-II 4 a utility room, and not a living space). Other locations for mounting Submit completed form WWM-080 as proof SGTM #1000-86-2-L2 ,%ii i O s When an I/A sh l l be requires Cc t septic tank for pretreatment ithe the panel box will be considered by the Department on a Exul-WAT I O I S 1 E C T O E U RED SGTM #1000-&6-2-4 W septic tank shall be Suffolk County vapartmerit of Health Services 12/2za/I"( case-by-case basis and with I/A OWTS manufacturer approval. SGTM #1000-86-2-4 � � ; WATER IN ~ V Page 1 5-t designed In accordance with sections 5-101 and 5-IOW of this standard. 2. The name of the I/A OWT5 0$M Provider must be clearly PALE BROWN = -� Identified on the outside of the panel and Include a phone number Sf' i FINE SAND -'� 3. Unless otherwise specified, the leochincj structure/system thcat to contact in case of alarm. / i Q follows on I/A OWTS shall be designed In accordance with secttion FORS A 1 I TA RYbYSTEM 5-10"i and 5-110 of this standard. 5. Exterior panel placement enables the system to be serviced at / any time, eliminating the need to access the Inside of the building. SEEATTUALFir' T S 4. At a minimum, all I/A OWT5 treatment tanks shall have 20-Inech 4. The panel box must be wlthtn view of the system location to help / covered access openings to grade located over the Inlet and facllltote operation and maintenance. outlet. Covers shall be either 20-Inch diameter watertight ondt YHLEALTH UEPARTMENT Insect-proof locking cast Iron covers or ;hermoplastlo covers at 5. The control panel shall be placed at a comfortable height for COMMENTS: GROUNDWATER # final grade. All covers and chimneys/risers shall be designed Idn access in accordance with Federal Emergency Management Agency ENCOUNTERED 6.5' BE1_OW accordance with section 5-III of this standard. (FEMA) flood zone requirements. 61ZADE 5. When a I/A OWT5 is approved to be Installed In a driveway or 6. The panel shall meet National Electrical Manufacturers 1 parkingarea the unit shall be designed and/or Installed to Association (NEMA) 4X specifications. ' ithstnd HS-20 or H-20 loading as designated by AASHTO. p -T. All below grade wiring must be run In electrical conduit. The j 6. Garbage grinders shall not be permitted when on I/A OWTS is conduit must have appropriate seals to prevent gases and moisture utilized as means of sewage disposal. from reaching the control panel or junction boxes. N/O/F ' JOHN PISGHETTI 'I. Water softeners shall not discharge Into an I/A OWTS and the 8. Each system shall be equipped with a functioning warning system DEBORAH DEAVER Department recommends water softener oackwash be connected to which will activate audible and visual alarms that can be readily _ (DWELLING w/ PUBLIC WATER) an onsite drywell acceptable to Town or 'Tillage building seen and heard by the occupants of the building served. The _ - --- Departments. Department recommends a telemetry device be Installed to - - -- - provide Immediate remote alarm notification to the O$M provider /1 MAIN ROA17 5. I/A OWT5 tanks shall be watertight and constructed of sounid and covered by the Off M agreement. NEW ABSORPTION durable materials that are not subject to excessive corrosions or FROP. BURIED 1000 GAL decay. 01. Systems whloh are not designed to flow by gravity are - TRENCHES (ATL BY PROPANE TANK (TO MAINTAIN recommended to be equipped with a control panel with means of INFILTRATOR) 100' TRUSTEES SETBACK g g connecting a portable generator too operate the system during a 10 MIN. SEPARATION FROM ALL q. All tanks must be watertl ht. Two methods of ensuring tanks are g p g p y g i LINE (FROM TIE LINE) Igq,40' i I watertight shall be either vacuum testing or water pressure testing power outage. NI UNDERGROUND STRUCTURES, EL=5.1 methods as follows: NEW 20"0 POLYLOK INCLUDING PIPING PUMPS BLOWERS LEVEL SENSORS AND CONTROLS: N ' 100' WETLANDS DIST. BOX w/ 2 MIN. SETBACK LINE .�• r i W 10. Vacuum testing: Seal the empty tank and apply a vacuum to four 1. The electrical junction box serving the pump motor and floats CPI SEPARATION FROM NEW FUJIGLE�A>` (4) ine-hes(IOOmm) of mercury. The tank is approved If 01096 of must be watertight and located outside the I/A OWT5 tank chamber. �', GEN-i I/A OW'iT5 _ :.. - " `� �� tl► vacuum is held for two minutes. ABSORPTION _ 2. Any blowers located outside of the I/A OWTS unit must be placed TRENCHES - _ _ EXIST. SEPTIC SYSTEM 11. Water testing: Seal tank;fill tank with rioter to outlet invert on a od Suffolk County Department of Health 5ervtces 12/29/1'7 ° TO BE ABANDONED PER X!> _ elevation, let sand for 24 hours. Refill the tank to the outlet IInvert Page 1 43 (concrete, plastic or fiberglass) and have a soundproof W 56 50 E TEST 5 > SGDHS STANDARDS ; after the 24-hour period Is complete. Let the tank stand for can enclosure cover. I EL-6 8 5' HOLE MIN' / \ _ -1 `_ ! PROP•'' /' j TIE LINE additional 10-hour period. The tank Is approved if water level Is MIN / ` 1 D.W. ;k / ALCNG EXIST. STORM held for the 10-hour period. Water pressure testing Is 3. All pumps and float trees must be accessible and serviceable ( _ ! „_.� M.H.h1.M. recommended to be done onsite after Installation. from access openings. WATER CATCH 8, O \\ON \ BASIN�I ��' \ \ / A TANK ONSTRUGTION MATERIAL. REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC float tree 2O ~MIN' ' O I/ OWTS T G \ \ that can be easily removed for service or adjustment. The floats HIS. I. Reinforced concrete shall have a minimum compressive street th shall not be attached to the force main. Z /II �� - 'i NEW 10' j 9 I o, a normal operating cycle. V� % MIN. I PROP. OUTDOOR,SHOWER / EXIST. DOCK -_ - - Z of 5,000 pounds per square Inch (psl) of 25-days set. 5. The Department shall observe the pump system operate through N P 9 y ° i I I- 2. Wall thickness shall be a minimum of three inches unless the I ` __- % / W design has been certified by a New York Licensed Professloncal b.lnspectlon for leakage of the force main fittings will be made �_ i ! r- VENTILATION \ w/ 40-GAL. DRYWELL BY / LANDWARD EDGE OF WETLANDS Engineer as complying with all appropriate requirements for thiln during the pump test procedure. O / (5EE OENERAL'NOTE 5) FLO WELL (OR EO.) I DELINEATED BY SUFFOLK O wall construction. All walls, bottom and top shall contain reinforr in NEW FUJIMAG AIR, I j U PP p p a p g 4'_ MIN`'' 1 \ I ON AUG 7�2018 CONSULTING INC.to resist on applied force of 500 ounds per square e ( ) BLOWER ON GONG BASE + 3. Pre-cast concrete sections shall be sealed with one (1) Inch butyl MIN NEW FUJIGLEAN ALARM w $ CONTROL PANEL rubber joint sealant which conforms to A°bTM C-4ai0. FROFOL . ! 4. All sewer pipes shall penetrate the ve:rttcal sldewall of the: tank I X I I p I 5 SCREENED I N w l I X I I X F`MIN. PROP. EXIST. 2 STRY WD.` DECK I �, -4 and shall be sealed with grout or other means acceptable to 'the r.• ► I cZ° I W I COVERED --RAME DWELLING w/ Department such as watertight sealed flexible joint and the pilpe 1 gasket fastened to the pipe with stainless steel retractable -fig �\ 5 I p I I I I I PORCH 2ND FLOOR REBUILD lamp(s). p p 1`-MIN. -� L j L'j - (4 BEDROOMS) I PROJECT: 5. All joints shall be, sealed so that the tank Is watertight. See: O �x Q F.P. EL.=al.af 1 section 5-114, B.10. Tanks that are cast in place rectulre prior % GARAGE EL.=B.-7 approval from the Department and must be certified by a Licensed 1 I ���� g o 1 \ yp - Professional Engineer. At a minimum, the floor and walls of a _. concrete tank must be mono llthlcall poured. SEPTIC 6. Whenever practical, concrete I/A OWTS shall not be located I \\ I \ sl roundwater, the bottom and side ortlors, up pto IS inches above ` _ - - -highest recorded/ex ected roundwater elevation, of the I/A OWT5 g P 9 � ®� 2ND FL. PROP. i glthln roundwater. For installations a are plocedace within I', EXIST A5t'HP,LT - \ ADDITION � I O•G XI' � � \ I unit shall be monolithically constructed. In cases where this is mot E practicable,the I/A OWT5 unit shall be water-proofed up to le., EXIST. WATER DRIVE Y �]fit p i � I � -� `� s Z 2765 WELLS RD. SUPPLY LINE V.I.F. EXIST. WATER 5U�'PLY � , I Inches above the highest recorded /expe:cted groundwater _ __.--- x \ \ I elevation and leak tested to ensure tightness prior to operat:Ion. (V.I.F.) X, LINE; TO MAINTAIN 10 INA-11N I � � PROF 1 \ � ` �jR°�, C� PECONIC, NY 11958 �-- I - � SEPARATION FROM SEIWAGE �, i 1 � R' 1. In cases when concrete tanks are Installed In groundwater, ithe PROF.' 1 DISPOSAL SYSTEM \ I _ I \D•W li` \\ \ I design professional shall submit buoyancy calculations to prove the weight of the tank (with or without anchoring or the addition of \ - \ I r_,'% \ D.W. ballast) wi11 be at least 1.5 times more than the Height ter ) ;!; I DRAWING TITLE: dls laced. The buoyancy calculations shall be done us - - Y / 9 � �. _ � EL p y y g 9 fp I t l: .65' expected/recorded groundwater elevation with the tank empty. Sall cover on top of the tanks) shall not be considered when I n� p �, PROP.I / - NOTES determining the amount of anchoring or ballast weight required. F U V I C L EAI �' I/A OWTS ! D'W' _ .- - - " � o - - � \ � SITE INFORMATION SITE PLAN SUFFOLLK COUNTY HE/4LTH rD)EF 4RTMENT AFFROVAL "� 4 EL=1.B' - - 00, WETLANDS / 3 � H.�. RRr�1G NO.: R-22-0082 z ' - - - SETBACK LINE S84 5650 W EXIST. OVERHEAD 100' TRUSTEES SETBACK PAGE: - - ELEC. WIRES LINE (FROM TIE LINE) N/O/F WILLIAM $ VICTORIA 6ORDON (DWELLING w/ PUBLIC WATER) P ■ t , SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ERMIT FOR l�►PPROVAL OF CONSTRUCTION FORA O 5 10 20 30 4a 50 eRAPHIc scALE DATE: 02/10/22 1 OF 2 � S I T� FLAN SINGLEFAMILY RESIDENCE ON LY SCALE: I" = 15'-0" "RED A DATE 2/25/2022 K.S. R-22-0082 ��5 �� M. o ti P • APPROVED r- _�' o FOR t-AXIMUM OF 5 BEDROOMS Q ~ �- - I y"� ���OF N E��O EXPIRES THREE YEAR. �- ROM DATE OF APPROVAL C" U ELEC%TRIGAL SER\/ICE o rn TO FUJ I GLEAN 100 wzo ALARM/CONTROL PANEL 101 I I —' r= 102 I I z 103 �� ~ a 0 = cn Z 104 F_ L m 0) o L C/TRICAL 105 SINGLE LINE DIAGRAM NOTE: 0- k MANUFACTURER'S SINGLE LINE DIAGRAM FOR FUJIGLEAN "CONTROLLER A" �- 'E It coF A N E L AT D Y �E L N S 106 WIRING 15 PRESENTED. USE OF UPGRADED CONTROLLER OPTIONS BY z f FUJIGLEAN ARE ALLOWED, PROVIDED THAT THE MANUFACTURER'S 0 rd 107 CORRESPONDING WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. _ 0 C1108 TEST, WM., SJLDa H MtA I N E3REAKER 108 ^ T Q w owa _J 00 109 Crmna"ma > d' O 7 M 0 151 111 I 152 z � 4 �l Q Z 112 ps1ie I rr 153 I roRoc w jD _ _ _ _ _ t0a�� rD r ^�e_ , �. _ . _ _ . J N e I S.3-7. r IraAI 1 Lo cc 1H 113 � 154 I �- 'C� l C�_ '� _ _ �'_ _ ® 7 t�e1 o Q Ln I r1 � 0 155 1 1 1 114 iRr Fsris 7a1 aT�r� 115 x, xe 155 i I l 1 1 1 � I I � -" 157 1 --� BRANCH CIRCUIT PROTECTION OVERLOAD PROTECTION, 116 FLINT , �, ++ I I I MNN DISCONNECT AND RRCUERRENT PROTECTION I � 'S 117 158 I N-W1 I L — _ — -� OF AND FEEDER CIRCUIT PRWDED BY OTHERS � w I I ANDS MUST BE SIZED ACCORDING TO PUMP,/MOTOR I 118 159 I MONT I I, MUFACTURING SPEGIFlCATIONS 119 C1r20 160 I I I I Q 120 711 - - - - - - - - - - - - - - - - 161 1 L - - - - - - - - � I � 121 i 1 - cr 9 T rm a 12 I P 16�3 DED 1 r,A7ED, 20 AMP 122 ( 1 , S 1 NO LE-PHASE GIRGUIT E3REA<ER 123 A -I 164 1 Ta A -1 124 �ERAT� 165 1 TMOIK TD 1 125 166 I Eft' Nk ODI 1''IERi'S (C+oIIPRESSOrR &40/0R PUMPS) PRM BY 0710 126 167 RM 11M BE U1 ikDMIED NNMY PROTECTED Pik i 1 127 1�68 C1C� T11 F5r2E1 TBl 1 169 1 r 170 I 129 ctraarIT smwa FW rUMT TEl,,,'ERAITURE RATIRG OF FIELD INSTALLED C1NQXTORS l UST BE AT LEAST 140 DEG. F. I 13D 171 (60 ,DEG. C. >. TERMINAL STRIPS AND GROUND LUG USE COPPER COMTO, ONLY. I 172 CQN'�ECT GRDLJND LUG IN PANEL TO A SECURE EAIRTH GMD 131 P 132 axe FIELD II DASHED LINES REPRESENT FIELD VIRIN!G FIELD YIRIN'G SECTION i 133 174 I it I fUJ 1 c;LEAN 51 NO LE LINE D I AO RAM SCALE: NTS z w ---. 48 Lu ADD FILL TO INOREA5E ORADE AP GRADE TO REMAIN LEVEL FOR 5'-0" I ALL DIRECTIONS TO MAINTAIN IN MIN. COVER oPIN& AT MAX DEPTH CONSTRAI6j AS NT D S -- m� 2 a j PTION TRENCH SYSTEM FROM I/A OWT5 w/ 1:3 MAX. SLOPE ALLOWED OUTSIDE MAX GRADE EL.=7.5' i-- CONTROL/ALARM ? > EXIST 4 (NEMA 4X RATED) OF 7H15 PERIMETER. SEE ALSO SITE PLAN N � —CONCRETE AND %,. �; • MIN. GRADE EL.=&A (DEPICTED BELOW) t r BEDROOM MAC IOORII `' .",, .,I�i 'f�i � ASTM G-3s PROJECT: DWELLING BLOWER 24"m LOCKING " 18"� LOCKING AGGE55 GONERS AGGE55 GONERS - w/RISER 0" MIN. NEW 4"� NEW/ LU B I N r- - F.F. EL.=a.9' i w/ RISER GRADE ® SAND ('SP' OR 'SW'I/A OWT5: POLYLOK 20'cP D-BOX w/ EXIST. GRADE ® EXIST.=7.2 SECURITY GRATE (BAFFLE ATL SOIL TYPE) ��� HOUSE CONNECTION: PROP.=5.4' 2 b' MAX. REOV IF INLET PITCH INLET CONDUIT 4" HOUSE EXIST.=7fA' EXCEEDS " PER FOOT) z BENEATH TRENCHES MAIN DRAIN I INN. � --- - - - - -- ff - - ------ - - -- 9 - -- =6.q' ft1 HWL - +' 7r - (MTL. BY INFILTRATOR - 2765 WELLS RD. MIN. 4"(P SDR 55 - -- - - - j . GRADE ® ABSORPTION TRENCHES s �Q MIN. INN. PVG OR EQ, INV. MIN. 4"(P 5DR 5r> T< EL. 6.8' MIN PITCH �4":I EL. 6.4 PVC OR EQ. INV. INN. MIN. 4"� SDSEE DETAIL) -- - ----.- GROUNDWATER_ PECONiC, NY 11958 y- EL. 5.a' EL. 5.1' PVC OR EQ - -- "- - MIN PITCH :I --T NOTES: LEVEL 7 -� y\ / r = MIN PITCH �PROVIDE CAST IRON / 1 ' I. INSTALL PER MANUFACTURER'S INSTRUCTIONS. BASEMENT MIN. FROM BUILDING r/ IEL. 5.6' _ 2. TRENCHES SHALL BE SEPARATED BY A MINIMUM OF 4' OF uND1sTRUBED SOIL. DRAWING TITLE: PIPE EXTENDING 2'-O' BEOF 12`THK. IN.) 2" MIN. DROP Z 5. ATTACH P15TRIBUTION PIPE TO THE ATL 4"(P INLET USING THE VERSA-COUPLER. GRAVEID OR PEA (PROVIDE END GAP REPLACE EXIST. 501E w/GLEAN m EL. 15 FOUNDATION / BENEATH TYPE LEVELING SAND (5P/5W SOIL TYPE) UNTIL WIRING DIAGRAM -- - - - -' HIGHEST EXPECTED EXIST 5P/5W LAYER . DISTRIBJTION BOX DEVICES AT OUTLETS) GROUND WATER EL.=05 ENCOUNTERED AT EL.=4.0' SEPTIC SYSTEM DETAILS T 5 L_TRrb'�TOR DETA I L FUJICLEAN CEN? SCALE: (/2° = I'-O° SUFFOLK COUNTY H E ALTHI DEPARTMENT A�PRO\/AL 245 NITROGEN REDUCTION SYSTEM H.S. REFERENCE NO.: R-22-OOa2 INNOVATIVE 4 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OW75) ORAVELLE55 ABSORPTION TRENCH LEACHING SYSTEM PAGE: I. I/A OWT5 SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 550 GPD (5 BEDROOMS'"). PROP05ED FUJIGLEAN GENT PROVIDES 100 GPD TREATMENT CAPACITY. I. DAILY'FLOW RATE FOR A 5 BEDROOM HOUSE 15 550 GPD FOR GRAVELLE55 ABSORPTION TRENCHES 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS 2. 'Tb LIN:EAR FEET OF GEOTEXTILE SAND FILTER REQUIRED, BASED UPON b FT2/FT OF TRENCH, USING 5. A 10' MIN. DISTANCE BETWEEN THE I/A OWT5 AND BUILDING WITH CELLAR/BASEMENT SHALL BE LEACHING RATE OF 1.2 GPI:)/SF LEACHING AREA FOR STRUCTURES INSTALLED IN SAND 4 GRAVEL (PER STOPPER OR SLATE OR OTHER STOPPER OR MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING IS UPON A SLAB. TABLE: II OF SGDH5 STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL END PLUG SUTAALE COVER EfJD PLUG W W 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWTS AND D15T. BOX (WHEN PRESENT) SHALL BE MAINTAINED. 5Y5TE�MS FOR SINGLE-FAMILY RESIDENCES) -(3)' 25'-4" LONG, 4' WIDE TRENCHES w/GEOTEXTILE SAND FILTERS, ATL BY INFILTRATOR ("Tb L.F. TOTAL) W w DATE: 02/10/22 2 OF 2 " - WHILE A TREATMENT CAPACITY OF ONLY 440 GPD (4 BEDROOMS) 15 REQUIRED PER THE NUMBER OF � PROPOSED BEDROOMS, SYSTEM SHALL BE DESIGNED TO ACCOMMODATE A 5 BEDROOM CAPACITY. (3; 12'-8 LONG, 4 WIDE TRENCH EXTENSIONS w/GEOTEXTILE SAND FILTERS, ATL BY INFILTRATOR Q SEWER PIPE FR40P05ED FOR 50% EXPANSION (35 L.F. TOTAL) I 5. A b"M 45' ELBOWS11N. OF SAND MEETING A5TM 5PEGIFIGATION C55 TO BE INSTALLED BELOW AND ON THE SIDES OF 30- ELBOWL 11 1 J" -� r' EACH SAND FILTER;SEE DETAIL. T T/-1� I N1A N4. TRENC+-H LEACHING SYSTEM TO BE INSTALLED PER MANUFACTURER 5PECIFICATION5 [7Z 5. A 5'MINN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF THE b" SAND 45' ELBOW ' RED A E r wLAYERZ BENEATH SAND FILTERS SHALL BE MAINTAINED. ALTERNATE "A" ALTERNATE60 WYE "B" , M �•7 �j� b. A 10'M41N. DISTANCE BETWEEN ABSORPTION TRENCHES AND WATER LINE SHALL BE MAINTAINED. CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 1. AN V hMIN. DISTANCE BETWEEN ABSORPTION TRENCHES AND I/A OWT5 SHALL BE MAINTAINED. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 037405 y0 FROFOSEI�) SEFT 1 G SYSTEM DETAIL_ GLEAN—OUT DETAIL_ SCALE: N75 SCALE: NTS 1/A vests INSTALLATION srArUJAROS \� 1.Tww W W nor Iwat hole a axrmt Llguld-1 ucame pweumt to 1.Insmn/A.wrs tmke occordmg W mawfmwarb PROJECT/ZONING DATA SITE LAYOUT NOTES SNralk County Loee Chaptm 569,Article VII t5aptm Irduatry recwerordaelon white eodormmg with these eredtrd.All I. THIS IS AN NOTES.ECT5 SITE PLAN a IS Q geWslJa)through tw Sufraik Lamty Dcpparbncnt of Lobar, wplkobla rocanncr:mtlme provdetl IxI ple ma.nacwer alau x TAX MAP a 1000-H6-2-2 Q f 'lJcemYmpq and Lona:mm Al1aW,purloin!W SWtolk County Lodes krplemented. SUBJECT TO VERIFICATION BY A LICENSED g 569-i4.The Depmtment W Lobes,Llmmtrg,mtl Lmaumer MPaW ZONING DISTRICT 91RVEYOR THE INFORMATION W Z p mameains a nst o!Itcerxd I/A OWTr Haintenanee Prevben. 2.The I/A 01-1-Nall be WWIIed at Iovol h all dteetlom R-40 NG REPRESENTED ON THIS 51TE PLAN IS To THE ('VI (Wa moxum.n WlI-m ary dteeeton of V one quo-tar mW m ARCHITECT'S BEST OF KNOWLEDGE. .W.1 2.All I/A OWES met m rIsUterod wIN tw Depo-ement m It-3inch qbk bad oI properly Iweiee mtl eompacWe saw accordmce with Article 19 or tw 5utfolk Lomty Smltey Lode pray Iron rock-,1 a pea grovel. LOT COVERAGE 2.SURVEY INFORMATION WA5 OBTAINED W prior W the Dcpmtmont ymemg eertifaatlm of completed FROM A SURVEY DATED SEPT.19 2018 Q W} cmaWctbn m°m built'plan. 9.I/A OWTS Talks awll ties prwbce with a singles ahlet.A ° %LOT FROM PREPARED BY: Z moo-¢Elan Mx/mo-wlo m elatrmubm Iaacnmg awawe may ties DESCRIPTION(FOOTPRINT) AREA B.M exacvWe Operotbn o-d Malntemwe LonVact beWeen nc� Qagvtee ear ell eyemma with momlple burning abvctum unites m COVERAGE PECON G SURVEYORS,P.G. - C Pit Z MmnWtlmce Prwber ad ProperW armor m.!be sMmlttctl!a the Iternative dcalgn U opprwcd by W Depo-tmant, P.D.BoX qOq J =r .epo-emmt Prot W opprwal or tFe I/A oM5 regbtralbn bj!M TOTAL LOT AREA _ 18,g13.0 B.F. 1250 TRAVELER STREET J Dcpm6nent b taaorearoe wIN Artalc 19 or tw SrF/olk La:nty 4.Tw tap of tw U.Ow15 took atoll rot Ix located geatcr thin 5011THOLD N.Y.11971 F- 0 smitay cam. 2s last or boa tom aro too!below rural gme. ( K O1 Q DWELLING^ I,09.5 S.F. 6.3% TELEPHONE:(631)l65 5020 Q 4.All W WIIad I/A OWTS are req- W hove m wm1 9-yao- 5.At a minmwn,au aorrplmg mmholm awu hest 20-inch coveree 67Tb SF. 3b% a. a. m ty ad operaboNmemWwwo wrvice emtrace.Arter the occea aopp n p W grad bcaWd wer the Inlet axle outlet i GARAGE N Z _ weal Syem opo-albn ale mammrvee service contract nos Lwen Nn11 be 1U,I1 20-tvh ekuroter walertyh!ad SCREENED DECK ! SSOb SF. 2.q% I. FLOOD MAP DATA: Q expted property owron o-e expectee W mamWm m operaem Wect-proor ImkV:g curt tin coven m thermopbseU cwo-s of MAP a,96103G0162H DELF.MeER OH,2021 = 0 ma momWnawe wntract b accordarce with Mticle 19 of tM final gam,qn coven shall be maiglad m accoreawe with eoction SUBJECT PROPERTY `COVE PORCH ti/ 4603 S.F. 2.4% MAP DATE.5CO162H Z K SUPfolk Lolly Smltary Lotle. 5-III or thU atandme. FLOOD ZONE:SHADED X!AE6 TEST HOLE DATA 5.Wnn m I/A OWTS regvtea a vent,the Isle don be vented W tw 6.won emPlmg manalea o-e apprwcd W t"wtauad W a TOTAL AREA OF ALL STRUGNRES 2�TH3 SF. 15.2% M'D TEST H LE DATVIGES Q J rooF of the rcadcnw betrg nerved Vent plpca awll exWrd a MNcwoy o-po-krg o-ea,tin mefale ewll tw msigna W be 2.SITE PROTECTIOWSILT FENDING TO BE POB 125E mmmkm of 6 knc�a abwa tw rooF IW me the tap of the verrt trot/lc two-up W meat tllo roqutemcnta of AASMO H-20 or "MAXIMUM LOT COVERAGE ALLOWED-20% oo awll have a mmmRm ho-izmWl sepo-aekm of I]vanes W tw HS-2O lomug. INSTALLED AS REWIRED tat'THE TOWN OF 50VTfiOLD,NY_3677 1 Z O sloped portlm or the tool.In ernes who-e It b rot praeebal W ,%Y.,/-�_. MCD6E0.6MAILCOM J v !the system to the rwimroe roof,a vent pipe may be piped W 1.The wilet mutt!elevatkm ewll be d mmMum of OJ Poo! �\ 3.SURFACE WATERS OR WETLANDS ARE the exlmlm of we rmbarod ob WrmiroP,a mmmk n or 16 Woe, the inlet invert elevalbn. DISTANCES TO SEPTIC SY57'EM COMPONENTS SURFALOCATCE ATERTHiN 9Oo' iE THE S A PROPERTY. . z Y move gam a<Iomt 1 rove tram property lures.Theao vmt lC pipes still be located a:w:vrum of 9 tint tram my wheaw or B.5omplug m boa abll hove m Wove ebmeter of]Imo or m \ mo way aw n nt ennmote wIM a cmbon In a owl e.A l ve a Wde o-ea of]Ioat by]bat. i (p EgSUREp FROM BUILDING CORNERS) 4 ELEVAT ONS ERENCE NAVD 19HH f OL DARK BROWN LOAM LL J. N pipes mot wve a mmmMn diaroWr or]mchea. •� / REF Wt 9.There shall ties a maxmam retenllon mpth mlow the outlet kwert SYSTEM COMPONENT CORNER'A' CORNER 1. ` 5.NO VISIBLE WELLS ARE LOCATED WITHIN tD 6.IrsWllatim and use oP tw VAOWTS mot cmlorm W tin elevation of six vdaa. 1 I50'OF SUBJECT PROPERTY LINES- SiLtt�SAt�D 11)QQ In .aL�pmtmantU wee VA ott-poleaxes docmrent prepo-ee m •C°-FUJ CLEAN GEM VA OWT5 I6.0' 555' 9D' t- . eemdmm f Approval and Meagamant ar lo.a1 sewer ploa parotratbn m the amlplmg mmwle anon be LOGATI ON MAP lrmwmNe ed aWmalNe onlW wmrewater rremron!syaWms.• watertlgll. HINIMIM-51GN RErYJIREFErITS ELELTRILAL REWIREMENTS. 'D°-20°m POLYLOK.DIST.BOX 33A' 63A' / THE FOLLOWING LOTS WITHIN 150'OF PROPERTY PALE BA- SCALE:NTS / UTILIZE R/BLIC WATER AS PER SCWA: r� FINE sAfm 1.I/A vests re.a awn ba comnxred of preeme coneroW, CONTROL PAras: 'E'-ABSORPTION TRENCH INLET 235' 55.0'fSerglms,polyedgleropohpropybro,twrmo ttd mother I.The conVolmparol box rtast ties placed ovtalm m a sulWblo W maeerbla W ar<mdaroe wIN DepmtmnR atmemm ad IONYLRR pamsWl ro the sWcture pot It aervea.AlWrroeNehy tw parol SGTM f1000-H6-I-05 UU Appcwix Ts-A Tro Inc of steel tmka la prohmitaa. box mry be mounted m m wtslde wa11 01 the awewre tprarormle ' , °F°-ABSORPTION TRENCH END POINT 235' 33.0' j 6s• a vbllty room,and roe a INUIg apaw).other loeatlo-w fo-mou+ttg ) t SCrM aIOOO-H6-I-II T ].Wien m I/A OWTS requtm a eepete talk Fo-pretreatment tw tw porol box well be crosleered aJ tw Depatmene m a ABSORPTION TRENCH INLET 38.0' 62.0' ) 5GTM.,00o-86-2-12 septb tad;Nnll bo SAroik tang Oepaement a ktwltn 5wkw i]ra9m Casa-byuse Ixisla and wIM VA OWFv maWacMer apprwol. \ 5GTM s1000-56-2-4 P y 1 st mslpne W oerordarce Wen seetwm s-For am s1o9 of / ) ' W,atedo-d. 2.The romw of the UA OWES oem Prwdar mot m clearly L °H°-ABSORPTION TRENCH END POINT 37D' 44A' ,' WATER IN U 9.Unless othemUe a euPbd,the leach NJs benlllled on the wtelm oP Me pmel oed WNm a phone runber \ MEASUREMENTS AS PER SY5TEM INSPECTION CONDUCTED ON APRIL 25,2025 pALE-M FINE SAIm U J P uIg aWctvrc/ Wm twL W contact m cure of alo-m. follow m 1/A OW5 shall m deakywtl m aeeordoroe Wth eecbm BY THOMAS K.FREUND OF'IKF EXCAVATION a DEMOLITION CDT'.LICENCE 5-IOI aw 5-`0 of eNa etedo-d. 9.Exterbr pool pbcemmt combo too system W ties--d e< ) NO.3IT42LW \ Q a 4 tMe,clmmmmg he rocd W acceaa I, Wbe of n building. \ NOTE:MEASUREMENTS ARE TO THE CENTER OF COVERS. 4.AL a mmVnml,all I/A OYIT"4aatment tmlu 5-1 hest 2O-t 4,T:e cl Mx mot be wlNln view or Ne ayltem lomtlan to help ,4� ° ^��.`J`^✓`� ;��`� `�`!` -^J--^-^^-l`J f outrod occeas openugs W Pam 1ocaWa wer the mite aId racmtale oparatim and mamtaneroe. �- Is.D' let.coven aw`P be altnar 2o-Wh elamaeer watertight and \` --\VI rAr+e�BI. Wectyrool ticking cos!Iron wvera or twrmoplmlb covers at S.Toe cm4o1 parol ewll be plamd at a comretmle bight F- °'• ` iVnl gram.Alt coven ad rJlvmeys/rbcn dell be mskyntl m acmaa m acrordalxe wIN Femral Cmergeexy Maagemmt Agency :"i I^ �• ` l�. aaaordaxe with eectbn 5-III o1 Nt!s-d. (FFNAI liood vxle requlrementa. - t\ �e l} \_% 65 BELOW ` 1. '.�"„ a.:-✓��....��.iv�.%W\%W�r\.v.,:'.�. r�/V\�-�v,�-i�iv1���\.�.-,�\t\,-�,--•.•-�iv���iv�i- ./'\�•-�/\• -�:��i�r�_�. .i"��.-���.-V�/� \ 5.lNen o I/A OWiS U approved W be WWllcd m o driveway o- ` 6.The pure(shall meet Natiorol Electrical Maafaebman -:Q - „o-kmg area,the umn shall be ea,lylee moor mamnee W Msoebtlon(NFS1N 4x apecincatlon. \ Irhetad HS2O m H-20 lomkg as deslgaWd by AASHro. 6.E'ab°9a golden shall rot tb pcnd ttetl kAcn m I/A OYTiS b 1.All below glee wtmg met be rtnl m electrkal Caren!.Tit 4 coaem met have app-oprbte seals W prevent gmas and momwe \ r i I L 1 wibee d maala ar oawage mpoaal. tram reacnmg ties amtrol pmel ar�m:albn boxm. _ { \. ((�_ wo/F r• 1.WaterorWnen shal l rot mscho-ge mW m I/A ON'f5 one the 6.Each sysem shall bo agl:ipped wIN a furobonmg wanlry ayseemL �:.1 Ty OC JOHN FISLHETTI Deartment recommends water aolWrwr twclweeh be rormeetetl W rnlrh will octivaW wdble a:d vLwal alama tMt em be reaelly Tt r ` DEBORAH DEAVER W dryrell acceptable W town o-111.9a tvntivg x aw home I'y tow ocupmb o/tw bonding served.The +.1. t IbWELLIN6 W PUBLIC WATEW Departments. .apartment recamwads a W lemetry mulct be W Wibd W \ rt ' VI prw m immeebW remote slam wtlfkatkw W the OtM provimr 1 IN ROAD 6.VA vests!inks own m waWrti�:t old emswctee w sound are er d the 0- t. •\ 1--% - t-tA mmmla materials ewe ea not subject W excursive wrrmlm w a agreaman \ - maay. 9eScWms rAIVJI o-e ro!msigrod W flow WW grwlty o-e ° - "L 1' 100'TRUSTEES SETBACK 9.All tmb met be water! !tour or color tanks o-e r reetl W be equipped WN a contro(parol WN meet or \ _ :�:T._-'��!'; k _ - BURIED 1000 6!!v 100'WETLANDS LINE(FROM TIE LINE) ) watertight atoll be either vo'cwmr Wseky o-water Wet corccctkg a po-tmle geroralar W operate tw aysWm dmtrg a ?�_- °' PROPANE TANK SETBACK LINE \ metwda m rdllowa, pressure m9 power escapes. 1, t, _ u EL=5.,' IH9.40' _ 10.Vacuum testy Seal the empty tmk ad apply a vocwm W folm I.T1b eleetr�cal ton box scry tw ' PIER LINE 10.ircwa(IOOmw of mar The tank b i^9 P^p motor and floats ) �� �' y vacum b told/a-Wo m tees. cpproved It 40%of mot ties waWrtight aw located wblm Hw I/A OM9 lank dmrber. '` SLAT H ATER NI a - - 1 A. / II.Water W at Seal tm:kv NII Wok WN water W outlet brvert /"9 blowers located wade of Ne I/A OWiS Iml!mot be placed r -_ ` _ r i^9' pee SAPoik Looney Depmtment of Health Servk:ea 12/29?1 __ - eievatlm,Ice atone Par 24 halms.Refill Ne!ink W W outlot lwert Pa a 49(corxreW, Imtic m POwr Ims)ad have a sound tool N84.5690� - �. - 1 / m ` after the 244aur perod b compleW.Let the lank atad form erlclmure cover. P 9 P , / ^/8'Ox4', I _ amitbrol IOi:our period.Tit Wok U approved iP wafer level b TEST p ti=69 \ TIE LINE ! held Im Hw 10-hom perod.YbWr prmsvre lesllr:g b 3.All pwrps aM lies!trees mot be aeeesellsle and xwvbaable HOLE \.` /j / -V / / 1. ALONG K remrrsnenmd W tw Bane msiW otter W W Ibtbn. 'Prom access openmga. ` 1 - , E i G 1 Q�1 �\' 1 // -/ \ NK R a.Tw rbaea ahml be aeWdne W a 5dwmle ao we nape o-ea I G \� O d R ewamd course W awl(wve mm e4e^9 th tawwll(cromt mm aamttallcyh reedm aWv atwd rofot rsceery miocele m m)ustmanl.na roots I =1 a.,a\Q O I. peegme 6metN 3.0-p aavm 5.The Dcpmtment ahatl ablest the pwrp system operaW th-wgh r OI \ •II 1 m o 2.toll th ckna»swll be a minmlum or three mchos vnlcas tw a normal operating cyclo. 1 /', Cp 1 iDOp maign has been certlll-11 a New York Uccmod Professlorol 6.Irepectkm Por leakage of Elie Force maN tat"will be mope U!I A Y_NTILATION 40-6P.L.DR VIYWELL�R BY / 111 / LANDWARD 1 (< w�a Wer m romp(ym9 with all approprl requt ks fa thm� dmulg the pow[eat proeeMe. O l w (F,a'E I RAL'VOTE B) I -FLO nELL'(OR:EO - '/ , /I WOE OF n ewUWeebn NI walls,bottom one own W m rawmc r r11 1 J i W tints1 m applbe ro-ce of 90o pounce per egvo-e foot FW:MAC AIR BLOh'ER I ( I 1. �r i O r I I ON GONG.BASE •� I'1 \''.' , j 1 DELINEATED BY 0 9.Pre-curt concrete aeetlom shall bo aealatl with oro(U Vxh butyl ( Fli.➢CLEAN ALARM SUFFOLK raa,ar�omt aemme wnbh amrorma W Asm e119o. r H a CONTROL PANEL ENVIRONMENTAL , 1I1n1 I , li 1 j� ON alsnIi� to INC. 4.N1 eeww pipes Nall pero4eW tees vatlral almwdll 01 tb LaNc V• II ) I SUN ROOM D.dnu ties styled with pest o-oener maorw acceptmle W the ( WATER dXt F t x i Department ouch as watertight aeolee flcxrole Joint ore the pipe •� I Ij-SUPPLY � I W 1 COVERE7 2 6TRY WD. 1 1 1 / ¢ o gmket Iaitened W the pipo Wth stainless eleel retractmle /1 LIKE j I I I m I I 1 PORCH FRAME DhELLIN6 `i I p // I I I rR I I / 2a'NON-TURF D s.a1 puree doll ties aemae>e bat me Belk la waterek}le.sea l O 1 11 1 1 I !J \ (4 BEDROOMS) I ,1 v_ s m I �// �0 APPROX IS41 L. F.F.EL.a9.9' A t 1 I\ / SF.AREA J LJ iT 1� PROJECT: eectbn 5-114,8.10.Tonal Nat me curt m plain requ prior GARAGE EL:H.T' - I / �. approval from the Depo-tment and mnl m cartilbd t9 a Licensed `. / ` -., � `• I 1• \ // VEGETATED Prolesslmal Engineer.At a minmum,the Noor aw walb of a ( p ; 1 X \ B BUFFER LU B I N carcseW LaJc mot be marollNkally pmmed. > - 11 I _ 6.Warover praclbel,wrcrcW VA owTS shall not be bcalcd , I �_-_J________________________ \ I I i 1 I \ I\ I m �\ �' , ;/ / ,I rn 3 1 SEPTIC wnm gamewamr.Par W W nation pat ':Platte wip:m / //I ';, fll 0 gourd 121 the Iwetom aid ado pmebm,w W 16 Wws move '� I I\A\ �igwst recortled/expccted groundwater elevation,of the I1, t it I �r'P(&qqb 9.FVJ Y a`, •I, �O \ / ie shall be mmollthlcany comwcted.W eases where Nb b not A = 11 \ \\ \ \ \li y/ Z / pracuamb,ew vA owns mlt awn be»eWr�raaeee w W 1e t, _ (t 1 / '/1 0 2765 WELLS RD. (, Irons abwx ties hly:ese rocarme/expacW gwdwoter \ elevaebn ad leak Wes ed W a R e lgh6eae p b W aperatien. 1 /pr j/'/'I �9k Y� PECONIC,NY 11958 d 1 - I am}'1', /T-In cures wwn concrete Lmka me W W Ilod m grouwwatcr,the I ;H'az4'1 I 1 l` �I\ \ mmiyl areeauxal awn W wbmie wayaroy cabNotian prove eha /"A`;�' DRAWING TITLE: eight or tw emk twits a wirhwe�axwrmg or ew amielm ov \ o'n 1 um-Wu ties at Feint Is ems tour one welgnt or w waWr _ eisplamd.Toe�oyaroy ealwimon swn be taro wog Ngwse / _ ___ '-- / 1 ELeS o' / \ o/m NOTES �wccWd/rccormd gwnaweter etevatim with W tmk empty.Soil / „s---- I i r \ r o q of the tm-Wshall rot bo od wwn > O H'9x4'1 _ - I i ^;� - � \ 19-1.65' ` tictcrmmmg tw amour! Wrmg o-ballmIll-t weight requtcd. SITE INFORMATION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL EL-,H _ _ SITE PLAN loo H.S. REFERENCE NO.: R-22-0082 - - DVERHEAD SETBACKLIKE J wo P 1 $_ "sties solo°w SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELEC.WIRCS DO TNE(FROMTIEILLIAMs VIGTOILICKADR) 1 ! PAGE: '\ LINE(FROM TIE LiteLINE1 (pWELLIN6 W PUBLIC WATF]Z j APPROVAL OF CONSTRUCTED WORKS FOR .,,- � ,�.�_,,..�,.�,.��,_,.���,�-.-�_,_�-�.��;.-�__�,.i SP-101.00 ASINGLE FAMILY RESIDENCE SITE PLAN No. ��EM] s/4)2o2s _ H.S. Re R-22-0082 SCALE,I•=15'-o° Date-_ f. The sewage disposal and water supply facilities at this location have been aE Inspects and/or certified by this Department or other agencies and found DA C�O`y���M to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. * C O JO THAN PAI, P.E.,CHIEF I 9 _ � o374435�0 Office of Wastewater Management \ FOFNEN a rn U ELECTRIC-AL SERVICE 100 w z o TO FUJIGLEAN -i p J Z 0 ALARM/CONTROL PANEL 101 I I I I-z 103 Tn 1 " of =r J I 104 � �o MAIN ELEGTRI GAL 10I SINGLE LINE DIAGRAM NOTE 00 PANEL AT DWELLING MANUFACTURER'S SINGLE LINE DIAGRAM FOR FUJIGLEAN'CONTROLLER A° z 106 WIRING A PRESENTED.VD, R UPGRADED THEN WF OPTIONS BY z RIJICI.EAN ARE ALLOWED,PROVIDED THAT THE WED IN SUCH R45 107 CARRESPONDING WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. _ CSIDs TW,IMP.IIUZE F•• ¢ MAIN BREAKER 108 A r a J ' i/1S100 -3 oD 109 Glom'i t/0 N• >-t U 151 110 1 ,. wlu -- -- -- -- -- -- - -- -- -- -- -- -- -- -- --'-- !1 z>: 111 r 152 -- -- Q- a z!1 ILd 153 I IllWA N tD TffI01E TD m IN•U 1 LL J LV 112 PSt1E ■■■ -- -- -- -- -- LU - 1 C N 1 53.7.1 Im. I �c� l54 N 1 z s © 7 rn n In n3 � 1. r I 114 LTHS 155 1 I I I I I I I I 115 T. rsl o- T3 !R 156 I I I I I I 1 -8 I LU I IN � I 1 j BRANCH CIRCUIT PROTECTION OVERLOAD PROTECTION, 1 116 157 I _b_ &W FLMT rims I I - o-- W OV IN DISCONNECT AND MRRENT PROTECTION 158 I 1 I , 117 I NAM TID L IT 1 OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS w , 1 1 I AND MUST BE SIZED ACCORDING TO PUMP/MOTOR I F- 118 159 I Rw FTDIT WNUFACTURiNG SPECIFICATIOiLS ----------i---- -1 I 119 160 1 1 i a cn^zo Tn 161 j L--------� 1 162 121 eIaDlTiiEl 1 "� P l DEDICATED,20 AMP 122 163 SINGLE-PHASE CIRCUIT BREAKER 123 A 165 J 124 MTM � 16 I u� 0 0 I lowTO I 125 166 I WERNN.=P0IENIS(COMPREM ND/0R PUPS)MIMED BY OTHERS I"ii 1 126 167 i AND MUST BE UL APPROVED THERMILLY PROTECTED PUPS I 127 168 1 I c^� rn F3129 TRI __ 169 1 1 128 ,a��—�--- -- 7 ----- "—o- -T 129 C=fl?W Mr MT 170 I TEiPERATURE RATING OF FIELD INSTALLED CON01UCTORS MUST BE AT LEAST 140 DEG. F. 1 130 171 1 (60 DEC! C.). TERMINAL STRIPS AND GRDU(D LUG USE COPPER CONDUTCRS ONLY. 13l P 172 CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROIX 173 DASHED LINES REPRESENT FIELD WIRING 132 nn - 1 1 FIELD VIRING SECTION J 133 174 - -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- - o 3 u� a FUJIGLEAN SINGLE LINE DIAGRAM m o 51-ALE:NTE, i a o? CONTROL/ALARM ` D'IEMA 4x RATED) LONLRET-9— o 0 (4)BEDROOM / pWELLIN6 II ` B ,1, ASTM Cr33 PROJECT: IB°m LOCKING 2...LOLKIN6 _ ACCESS LOVERS r 1 '1 o I�� /1 FP.EL=9.9' ACCESS W RISER W RISER 1YI� ICJ T LU B I 1 r I'-O'MIN. POLYLOK."E WAF ATL SAND yF OR 5W SEPTIC GRADE d.m Hg15E GRADE d.o ��.Mq%. 5EWRITY 6MTE(BAFFLE INLET LONWIT `SOIL TYPE! I/A OWR•6.4' REOD IF I:`EET PITCH BENEATH TRENCHES \ 4'HOUSE LONNELTION=T.9' INV. EXCEEDS>I'FER FOOT) / MAIN DRAIN , L___________ ___ __ _ __ _ M.62' GRADE d..ABSORPTION TRENCFQSa6.9' 1` MINA°m5DR35 ATL.BY INFILTRATOR nZ \ 2765 WELLS RD. / MIN INN. PVL OR FA. INV. N.4'.SDR 39 5FP DETAI MIN FITLH i'J' d.6W PCO OR E0. INV. INV. MN 4m SDR 95 �L��II III l 0 C—MMw TER PECONIC,NY 11958 MIN PITCH}°.I' M.5A, d.S.T' PVC OR MIN PITCH b',I' I :� NOTES. '} I. INSTALL PER MANUFALTURER5 INSTRUCTIONS. LAST IRON PIPE f1 Sb' ], TRENCf5:5 SNALL BE SEPARATI9 BY A MIWMIM OF 4'OF I ISTRUBED SOIL DRAWING:TITLE:I' MIN 2°MIN DROP R / 9. ATTACH DISTRIMM.N PIPE TO THE ATL 4°m INLET USING THEFROM BUILDING 12°TNK MIND BET)OP N— 5,ORPEA GRAVELWEND LAP TfPE CLEAN SAND E%TQmIN6 TOBEEATH DISTRIBUTION BOX sP/SWIWIRING DAMAT°"'LETS (ENCOVNiEsiED AT EL.=4O') _— I-- % ATL BY INFILTRATOR DETAIL SEPTIC SYM DETAILS • ......... ———GROVI✓0 WATER EL•03' ---{ ----------- —— FWILLEAN LENT SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 24S NITROGEN REDUCTION 5Y5T SCALE:1/2"=1'-0" H.S. REFERENCE NO.: R-22-00&2 ) L L 5 INNOVATIVE 6 ALTERNATIVE ON51TE WASTEWATER TREATMENT SYSTEM(I/A OWT5) PAGE: I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT LAPALNY OP 550 6PD(5 BEDROOMS'). I. DAILY FLOW RATB FOR A 5 BEDROOM HOUSE IS S50 6PD FOR 6RAVELLE55 AB50RPTION TRENLI�S ///\�� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FWIC EAN CENT FROV DES T006PD BATMEN CAPACITY. 2. 16 LN'cAR FEET OF 6 OTETILE SAT-FILTER RE ARRED,BASED UPON 6 FT'/FT OF BENCH,USING ! CP_1O_/L.00 LEAOHW RATE OF 12 6PD/SF LEACHING AREA FOR 5TRUCTUFZE INSTALLED IN SAIm A 6RAV (PER J APPROVAL OF CONSTRUCTED WORKS FOR '' TABLE 11 OF SO—STA MO5 FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 5EWA6E DISPOSAL 5''°'T _--ul �n[a •- :T—� A S I N G LE FAMILY RESIDENCE SYSTEMS FOR SING E{AMILY RESIDENCES) ` — ! M)25 LONG,4'WIDE TRENCIffS W 6EOTEXTILE SAT✓D FILTERS,ATL BY INFILTRATOR PROVIDE 16 3 c",-1 ,, DATE:O6/02/25 2 OF 2 L.F.TOTAL \ 1 I FOR 50%E%PANSION ADE ATE SPACE FOR(3)12-6°LONG,4'WIDE TRENCH EXTETI5I.-W � •F r'q-- +� Date si4i2Dz5 H.S. Ref. No. R-22-0082 6EOTExTIIP SAND FILTf3R5(AM BY INFILTRATORI PROVIDm(96 LP.TOTAL);EXPANSION na ' TRENLlff3 NOT INSTALLED. / The sewage disposal and water supply facilities at this location have been v v „w,—�' CtC FtEDq inspected and/or certified by this Department or other agencies and found CLFANUUT UETAIL IOR AREAS NOT SUBJECT TU VEHICULAR TRAFFIC to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. M AlL 11M.ILIERHATE•A•IS FOR BRADS.RTERMH•6.6 FOR US--WITH BD,.E[TE%SIUNACRUT104 374 JO THAN PAL, RE.,CHIEF SEPTIC SYSTEM DETAIL GLEAN-OUT DETAIL FoFNE��o� Office of Wastewater Management �,_` �, .�._� SCALE:NTS SCALE,TITS N ROAD (S.R.25) SURVEY OF PROPERTY N MAIN A T PECONIC TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. N/O/F 1000-86-02-02 JOHN FISCHETTI SCALE: 1'--20 Do DEBORAH DEAVER N SEPTEMBER 19, 2018 N � 189.409 CMF FENCE FFN.COR. N84'56'50"E OWN /Wl� � = I c l CMF �sN,,---7------- // /� / �' ; IN RICHMOND CREEK CB rq p WLF I TIE LINE ALONG MHWM / AC / / / / Z // CHIM. ❑ I / / / 2 DOCK FLOATING DOCK DECK 1 \ 1 1 1 T LANDWARD EDGE OF WETLANDS W 1 \' ? 1 1 1 ' / N 2 STY- FR � 1 0D DELINEATED BY SUFFOLK O HOUSE \ II 11 \ I = ENVIRONMENTAL CONSULTING, / 2.1 FF=9 9' \ 1 1 \ 1 ; INC. ON AUGUST 17, 2018 I x\ \ II v I 3 \ y o 90.7rn ' ^ m \ 3TKDE 11 i co m / 1 STY. FR N FE. GARAGE � r I \ l Asa ,DRAY n; FF=8.7' 1 94.4' \ \ I ?� O \ 26.3' / I \� \ \WLF 1 \ KEY e o _ O \ / I FEN.COR. IPE \ 1F 3 Q = ONN REBAR o FEN.COR. / s F \ ® = WELL / �.o'DI- ` 1 97.65' ; \� A = STAKE �PIPE 9 = TEST HOLE S84'5V 50"W • = PIPE ` ■ = MONUMENT N/O/F = WILLIA WETLAND FLAG GORDON T RIA ELEVATIONS REFERENCED TO NAVD 8841 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72090E MY.S L1C. NO. 49618 THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. PECON/C YORS, P.C. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF I (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE REA= 18,913 So. FT. P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, M Y. 11971 18-163 L PROJECT'/ZONINt•7_DATA-------------------` - a LANDWARD ------ EDGE OF TAX MAP# 1000-56-02-002 0 0 4 3 100, TRU5TEE15 ZONE AE TIE LINE;THE LINE W Z >a WETLANDS SETSAGK (EL 6 FEET) DELINEATED OBLK ALONG MF+WM NINE DISTRICT R-40 NC, Q 5 a ''a3W ENVIRONMENTAL - AP P R y LO AREA 0.4 ACRES a F c c H CONSULTING INC. W a LL Go O-MAIN HOUSE 29741,NOV.7,1979 0<c W W c ON AUG. 1-7, 201a 'BOARD.OF USTEES �z zW,o : Go O-DECK Z13303,APRIL I I-i e c= 20' NON- Z W y `TOWN OF- SOUT�fOLD =n =W DISTURBANCE A FLOOD ZONE x e m c N 6 W VEGETATED _D A �(' ^ LANDS DISTRICT APPROVED 99b5 a a x y SUFFER \; I1 V TE Vl �� .�e�-� 111 r.:. ® DISTRICT APPROVED 823/00001 cwoay�y 2C= aYW W FOLK COUNTY HD APPROVAL 550-182 4 I I , :. ..' =.'. "•••.«..F.v_� .i - _--------.------_ i,i y,cm amm EXIST. ---- --- - -- --- - B- 'LOT'.GOVE 6E o 5. o s=�sWuWw 4 W Q~C -------- �zo�oc=�m PROPOSED SITE ELEVATION DESGRIPTIOx(FOOTPRINT) AREA coV�6E TOTAL LOT AREA Ib,913.0 S.F. SCALE: 1" = 20'-0' MAIN ROAD EXI5TIN6 BUILDING I,Ib45 S.P. 6.3% PROP.BURIED 1000 GAL EXISTING GARAGE 67 i.b S.F. 5.6% PROPANE TANK(TO MAINTAIN 100'TRUSTM.S SETBACK PROPOSED SCREENED DECK SSOb S.F. 29% 10'MIN.SEPARATION FROM ALL 100'l^ET LANDS �LINE(FROM TIE LINE) UNDERGROUND STRUCTURES, SETBACK LINE taq.40' PROPOSED COVERED PORCH 460.5 S.F. 2.4% EL=57' INCLUDING PIPING ,-PIER LINE .r -^J TOTAL AREA OF ALL STRUCTURES 2,51 S.F. 152% EXIST.STORM WATER CATCH �_ —_—— �v / "MAXIMUM LOT COVERAGE ALLOWED-20% BA51N A Na4"5650"E_ i5� TEST 1 5' HOLE MIRY - - \ , TIE LINE EL=68 MIN. / --. �\D1N./ �' / X�/ �// ALONG 1 �- MIN. Z1 I 1 `�,��Y• G 10' Z - ?�_ t .O / /� /1 j SITE LAYOUT NOTES: O � MIN. I t r ' EXIST.DOCK 1. THIS IS AN ARCHITECTS 517E PLAN d 15 3 V' p / SUBJECT TO VERIFICATION BY A LIGEN5ED c W, ' t FROPI�OUTDOORhtiOY>$Z / / LANDWARD SURVEYOR THE INFORMATION 5.0 - FLO �'AL.(OR EQJ BY / / / / REPRESENTED ON THIS 517E PLAN IS TO THE I•I' / 1 kETLAND5 ` / ARCHITECTS BEST OF KNOALEDSE. DELINEATED BY fly TtIN 0 ` , / / SUFFOLK 2.SURVEY INFORMATION WAS OBTAINED ENVIRONMENTAL FROM A SURVEY DATED SEPT.19 2015 1— ` t CONSULTING INC. AND PREPARED BY: PROP. xID ON AUG.17,2018 PEGONIG SURVEI'ORS,PG. MIN- PROP. EXIST.2 STRY WD. SUN ROOM t 1 rn t P.O.BOX 909 1 1 1 1 1 VERED FRAME DWELLING PROPOSED 20' 1230 TRAVELER STREET 1 J 1 PORCH 2ND FLOOR REBUILD t A 1 `� I ` rn NON-TURF(4 N.Y. 11971 1`—MIN. I 1 1 ', (4 BEDROOMS) °` I' /� / BUFFER. TELEPHONE: (631)'Till5020 J APPROX.1,541 \' SITE PLAN HATCH KEY: n ` 06 GARA , ,// S.F.AREA TO GE EL.=b.7' 7Im I / / //1 BE VEGETATED 1 o N: y� ' ` , \ // / BUFFER UILDING PROPOSED B ADDITION W p u" � � U � t•I EXIST. ------- It' \ X jr� rn �a PROPOSED ACCESSORY STRUCTURE m W ( > 25 0 PROP. I y SUPPLY 1 ; 1 PROP.ASPHALT —� 2ND FL. ° I \ \ \ / �/// rn O ® PROPOSED 2ND STORY = ?r U LINE(V.IF) 1a 1 p DRIVEWAY ADDITION 7�p t ' \ \ / /� S z �� J LU u O p 8998 5F. �\ O I� In 1 \ \ ` ` 1 X/ - ti U 1 3'MIN ` O 5' �PROP1 \ \ ` � //� y� LL 5' PROP.1 (TYPJ \ MIN. \D hl. 32 uo 1 \\ 1 j / �s E I V 6 ; cn QO d 0 JUN 1' � 7 2024 _ F _��,r.. 4:�:�✓'a� b __ - ��'MIN. —� � y. -?�2'.• + u' IOO'WETLAND5�1` SETBACK LINE '/ $Oiitl D i ati+ t.+��.•_- '•� } ' O"EXIST.OVERHEAD Board of ' ees ELEC.WIRES 100,TRUSTEES SETBACK N/O/F 1 1 °•R '1.' :`' (j m LINE(FROM TIE LINE) (DWELLI d VICTORIA 60RDRN ` �� a e'• o ,/� PROPOSED SITE PLAN (DWELLING w/PUBLIC WATER) SCALE: I" = 20'-O" �''''^ Fl,C-'_�=-`• a a C ENERAL 5YMBOL KEY: j 4` 3 mvs-nw TO f@MRi r � T8i FourmA7 ON YVM1 -' ^ g O U !' F o a g a 1 189 YbOD FRNFS C�� a=O G ti 1 ==APR2 � JWa �o O x d¢N w y�u,i d-w W� SOIIG101dTOWf1 $W m e ftwd etTmstess o a x o a'nZo5ic WO w O Q 2 N V1 W�� 23Q Q Zui0 fQ94q o g���sWsCJ� ' QyWN�V~IS=rSff1 Q W 2 U H O U N f f U Q Q 6 Q x - W 6 EXIST. 0CLI BASEMENT - UNPINISHED --UNHEATED 00 w Z_ Z uJ W } m Q W Z pia ¢ N J+l LL CL Cq DEMOLITION PLAN — 5ASEMENT o v, ej o n ` C ENER4L SYMBOL KEY: 3 m a �� WCSTM6 TO AEMAIN MM FaMAMN WALL Fa�aga p E EE 11l F16i V101'D FRAF£ =r r a w LL u1 W-QLLO r f O Q W W w U 2 202/ `=r�OR APR �6U 2w7¢NU N O H O-P - ' ¢W r O O S Southold Towl'j i¢z saw OfTlustees Z Z g Z f NZQ=z}}a / � OyNjOQZII/N W=0 0 Z O G Wr�(i33a a z.=���6'T'7'a Naa O F a~a Q=FF¢ • C J�w N W W W> 6¢r¢V r W Y W N S O f S N EXIST. WOOD =O¢'¢¢Q� ruQQaQx DECK EX15T. STOOP EXIST. EXIST. MUDROOM OARA5E EXIST. DIhIING EX15T. ROOM KITCHEN n II BATHROOM ' EXIST. LIVING ROOM EX15T. FOYER EXIST. f 1 BEDRLO =J OOM C[L a . . 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NEW BEDROOM - i 216 7-SQ.FT. oD LLI c NEW�BATHROOMM—..• /NE z Z cn LLI (0 o -- CN LLu u IL J �D A � o < it '•i o k 'L,f il"oR 24'-IJ/2" cm Q PROPOSED SECOND FLOOR PLAN 0-;,ti� SCALE, I/O"=I'-O° 'rr i"9 cW9 ma¢nga 03 .. x aLLo z60W W Q N�p RWpa02 R O 2�Q s W _ z _ NQo¢Q-QfG J U N W SV F1_ C PROPOSED SOUTH ELEVATION (RIGHT SIDE) • Q a -\ - - 00 to LLI o �, cr LLI LU � O ❑❑ N W o p„ p Ix ,• d_ a n w o PROPOSED WEST ELEVATION (FRONT) Cd r } r . LLa WW3 ��Zima _ WQ3aLL� go a — -- -- Q3i % a aoQwn -- — - --- - - - --------- ----- _ .. o g� rrSWUW 04 C 1- PROPOSED NORTH ELEVATION (LEFT SIDE) SICAL.E: I/W=1'-0' . U 00 S G LLI 0 Ln _ - — — —-- --- ---- _— Z Z U) W Z Lai — --- — --— - — LLI LC1 Z - - s s s s s Q = w O - ti cr N W Ito l PROPOSED EAST ELEVATION (REAR)' �� SCALE. 1/5'-V-O" ��. :'?r:• '• a✓ o \// ci e L�r•,,. .S' O C 1 •i e.nx.m7�� - %. 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Ififl ■I Ih `llln 111 mll ■■��■��■■■ IImI11m11111■nlrli li■1111!!��■��■■ 111�-� , ��., r� �Iiii iit�i► ��:.: � nn f'I ��� I ME j mi/I�ln�n�l.r�a.m.��nl�n MEN r■■■' ��■ Im! I ��nIP ,Inl ur►. ml� n n■nl- -- -- --- fnlmrnl■fon■1[ �In■m mmm�ll► nml nm�, E�Innlmu! I■mI 'r un■mmnlmm IwI■nuI■m1 ■■■' ■■■ m • 11■Illn■1► .,�IIIl�I __-- _1glm, \nllllmll.�......i �■■ ■■■ ■■■ ...a ■■■; IN ■■■ ni IIII■IIIIp /!I■lIl _ 1111r1\ ��mlllm '! ■■■ ■■■ ■■■ !—�� _� �'■■■! ■■■ -■■■ -- _ •• dh _ _ �'•. PROJECT / ZONING_DAT.A- Oa WWI 100' TRUSTEE'S ZONE AE LANDWARD EDGE OF TIE LINE; THE LINE F TAX MAP# IOOO-86-o2-002 o o a i SETBACK (EL 6 FEET) WETLANDS ALONG MHWM j' ` \� Z ONIN5 DISTRICT�_�-� �- --R-40 NG a j m a a g a DELINEATED B`( ,- J 10 3 N SUFFOLK �� i LOT AREA 0.4 ACRES ENVIRONMENTAL wo Wi=��a Zq 141,NOV. (, Iglq " 3 a CONSULTING INC. ON ; �r GofO- MAIN HOUSE I i o z a w w a ola=i-�za AUG. 17, 20I8 N Y$ D Gofo- DECK t Z15503,APRIL 1 Ig85 ! w"ft ft z a W "? 15' NON_ APPROVED AS PER TERMS FEMA FLOOD ZONE AE-6 A +N ° c°� } DISTURBANCE AND CONDITIONS OF � - "' _ VEGETATED C�- s i E —R-- BUFFER CI f �J WETLANDS DISTRICT } I o a a i=PERMIT NO - I�� V L ' PENDING PERMIT zEll I ` - G Z(Q (}-y - DECDISTRICT PENDING @ PERMIT# a w w u I 11 DATE Z I € o oQZo - Y I,I 1 `/fin/ t R-22-008 W a a a p�' SUFFOLK COUNTY HD APPROVAL 2 ��`� 5 i I -a z 3 a lail.iomaa EXIST. - _�,. a �I g coFi m LOT COVERAGE pia¢ EARTH _.__ ______.. .__-._. _._......._, ...-_. % LOT a W n==k I DESCRIPTION(FOOTPRINT) AREA o x o¢ ¢a COVERAGE f Tuaaaas PROP05ED 51TE ELEVATION TOTAL LOT AREA Ib,g13.0 5,F. SCALE: I" = 20'-O" ROAD EXISTING DWELLING W/ATTACHED I852.5 S.F. q.8% GARAGE (� MAIN PROPOSED PROP. BURIED 1000 GAL LIMITS OF CLEARING, GRADING INNOVATIVE/ PROPANE TANK (TO MAINTAIN I PROPOSED ASPHALT DRIVEWAY 8'J2.4 S.F. 4.6% AND GROUND DISTURBANCE (t PROPOSED REAR SCREENED N/D/F ALTERNATIVE 10' MIN. SEPARATION FROM p I 'f2q.0 S.F. 3.q% ON51TE ALL UNDERGROUND igq.40' W S DECK 8 PORCH _�- N t JOHN FISGHETTI EL=S 7 ° PROPOSED FRONT COVERED -►' DEBORAH DEAVER A5TEWATER STRUCTURES, INCLUDING PIPING j W 251.q S.F. 1.5% ►�+� REATMENT — _ — PORCH I t YSTEM EXISTING FENCE: =— tJ PROPOSED OUTDOOR 5HOWER 24.0 S.F. O.I% LIZESLNy ANa�� EXIST. SEPTIC f 1 TOTAL AREA OF ALL STRUCTURES 375q.8 S.F. SYSTEM TO BE I — + PROP! ABANDONED ' i `"MAXIMUM LOT COVERAGE ALLOWED- 20% 5GDH5 v� -- STANDARt75 . ` o (�� �P 15' SIDE 5_ETBAGK_ _ } THE LINE ALONG MHWM SITE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S SITE PLAN d 15 { �,Q: - — - 1 /y� ! SUBJECT TO VERIFICATION BY A LICENSED PROP. ' SURVEYOR THE INFORMATION I 0 1 i OUTDOOR I , 8�.0' i t r SITE PLAN 15 TO THE REPRESENTED ON THIS t rn \ 1 ARCHITECTS 5E5T OF KNOALEDGE. s o DOCK a rj//�l� 2.SURVEY INFORMATION WAS OBTAWED /ya� ` r:;� v� Y, r/;-�ri%r 1 r% LANDWARD EDGE OF / r;. r // } r FROM A SURVEY DATED SEPT. Iq 2018 >~,�r fr/j//' „ k j '.` /, 1 WETLANDS DELINEATED AND PREPARED HY: q,p' <%;;r� } <> { ,�?�� / I \ /f` / BY SUFFOLK PEGONIG SURVEYORS,P.G. ,x ����j �:�� ,/ ENVIRONMENTAL P.O.BOX qOQ �.Y,x 1230 TRAVELER STREET CONSULTING INC. ON 1250 TRAVELER N.Y. I I STREET �r 1 AUG. 1-1, 2018 r r TELEPHONE: (631)1b5 5020 t EXIST. 2 STRY GREENE�} �o' �ul� ; •, r, 1. � } PROP. ''ti'�"%; `:PROP. REBUILD OF: •:DECK ® j D I�I , + {{ COVERED-� }!/l��/!�/% t<` '';r,. rnl ^p_ '`f' ,'- rn PROPOSED 15 NON-TURF r/ SECOND FL. 15T FL ITI r SITE PLAN HATCH KEY: 1 t- /t l PORCH jfj yr> (4 BEDROOMS) rn IDI BUFFER; APPR. I Ob.l r ,�� �A PROPOSED BUILDING ADDITION 15T FL. i S.F. AREA TO BE tZ i J ri f/ D r V Jl ,(l { rn - :r. NON-DISTURBANCE PROPOSED AGGE550RY STRUCTURE 00 } 1 I f �! } � r,X /!/: f r•", NI VEGETATED BUFFER x, ULo r / r / }rj 1 CA i`t2 PROPOSED 2ND STORY ^ i//L =- > / F Z Z N � m 0 w z 1 , r d,1 �> �� z p i PROF. �J PROP. Zn S O fxl• �l COVERED Lu o —LI W �; IMPERVIOUS : ASPHALTPORCH /U %J<• rr'/ t 'r'f `a� Rl�, � O (V W DRIVEWAY t11ST FL. }6,s m F a PROP: 8-12.4 4.4-- I rn a D.W., O a. Ay ,may 0 ffi�; PROP': jp' SIDE SETBACK - - - _i ` . _ Y _ — Iq-(,65' \C� rn. — ti SLIT ! G-- -— !,gILLIAM 4 VICTORIA —.--=='- FENCE' 4 O } WALKWAY TO 100' EOUTHOLD J CORDON #s a�a 584°56'Sp I I BE REMOVED TOWN TRUSTEES Q SETBACK PROP05ED SITE PLAN SCALE: 1" = 20'-0" l C_ o a -J MECEMBER Oe>, 20.21- 0ENERAL SYMBOL KEY: EXISTING TO REMAIN NEN FO-%VA71ON KALL TEST HOLE DATA g Mol�)ONALP OE05ERVlr�E5 raw P4000 rRA?-T FOB 1.25e� 50UTHOLD, NY 1161-71 (651) -165-36-7-7 I-J 71-:5T HOLE DATA MrDOEC@C-7MAIL.COM "w -50 E-/-ALrz:NTS 510 EL='7.0' 'A 0 N OL PARK BROWN LOAM L 2ZI.H BROWN 0 5M 5IL7Y SAND 5.01- 0 0: M PALE BROWN 0 zo 5F FINE SAND ODC om mu� ji-v< ji WATER IN PALE BROWN 5PZ FINE 5ANP NYSDEC APPROVED AS PER TERMS AND CONDITIONS OF PERMIT NO COMMENTS: GROUNDWATER DATE ENCOUNTERED 9,5- BELOW GRADE ADD FILL TO INCREASE GRADE EL. TO 5.41 @ I/A 0 TS, ADJUST GRADING AT ABSORPTION TRENCHES AS �Eo"D GRADE TO REMAIN LEVEL FOR 5'-0" IN ALL DIRECTIONS p SYSTEM FROM I/A OHT5 k4l 1:5 MAX. SLOPE ALLOWED OUTSIDE TO MAINTAIN MIN. COVER 4 MAX DEPTH CONSTRAINTS CONTROL/ALARM - MAX GRADE EL.=-7.5' EX15T (4) (NEMA 4X RATEP) OF TH15 PERIMETER. SEE AL50 SITE PLAN - MIN. GRADE EL.=&.cI' (DEPirTEp BELOW) BEDROOM MAC IOCRI I DWELLING SLOWER 24"4) LOCKING ONP LOCKING ACCESS COVERS F.F. ACCESS COVERS H/RISER K/ RISER GRADE a I/A CHT5: 1'-0" MIN. POL'rLOK 20"0 D-BOX k4l EXIST.=-1.2' SECURITY GRATE (BAFFLE 00 cl.u. EXIST.,GRADE a c f;22'-&-' MA HOUSE HOUSE CONNECTION: PRCP.=5.4' FREO'D IF INLET PITCH Lu 6 ", EXIST I= = , IL EXI5T.='7A' EXCEEDS PER FOOT) �i 4" HOUSE MAIN DRAIN AIN PRAIN tj INV. z Z EL. 6.2' z MIN. GRADE ® ABSORPTION TRENCHE54'.1. _j (n MIN. 4"0 5DR 55WL A. BY INFILTRATOR LU MIN I� "V. PVC OR Ea. it 11 MIN. 4"0 5PR 55 (SEE DETAIL) L) MIN V; c%J U-1 I NIV. N EL. 6.5' MIN PITCH I' EL. 1.4 n X E F"VO OR Ea. INV.. INV. MIN. 4"(P 5PR 55 MIN PITCH EL. 5,11' EL. PVG OR Ea. I,__7 1 MIN PITCH :I 7 EL 0 PIPE EXTENDING,2'-O� x, PROVIDE 12" THK. (MIN. 2" MIN. DROP BASEMENT MIN. FROM BUILDINGS REPLACE EXIST. 501L k4l CLEAN EL. 13' FOUNDATION BEP OF SAND OR PEA (PROVIPE END CAP SAND (5P/5H 501E TYPE) UNTIL PROVIDE CAST IRON INv.EL. 5.ro' GRAVEL BENEATH TYPE LEVELING HIGHEST EXPECTED EXIST 5P/SH LAYER GROUND WATER E-L,=05 DISTRIBUTION BOX VIEVICE5,AT OUTLETS) ENCOUNTERED AT EL.=4.0' CN cli FUJIr,LEAN GENT 245 NITROGEN REDUCTION 5Y5TEM PROPOSED IA ONTS SECTION DETAIL Lii Lii 51-ALE,NT5 GENERAL SYMBOL KEY: EXI9TIN6 TO REMAIN NEW FO✓:,VATION K-" ,�1 ,;= •'!" N i=¢,�Z m cai Ft i,p1+i a¢a ¢ NEW WOOD FRAt•1£ \ i/ .? 0 0 3 w g o J ,�i a2x OIL. 'fl'n d'�laK Q LL j O Q !WtSttcaid�o Zw J6ywjU I, IZI w O� a DO --- Q_— aI=Z<oZ NEW i � �IOWOQZ�N I 50REEN5 68.5" x 72" 1 NEW rya- �i i azwao�a 1 WOOD DECK i-� a' Z F o F \ 17H.2 5.F. i �NEN I ga�1¢x eCREEN PECK !�$aaaax 53-1.2 5.F. �• I NEW �5TOOF our q- 2'-3y2" II-6" 6„ 2,_3„ m I NEW _ - = -- MUD -O �4,_0„ ` Io=O„- „ •M----lo'-O" ,� . lo'-O" � ! ROOM , BENCH i N Y S D E C _ a EX15T. APPROVED AS PER TERMS NEW - -- --- - AND CONDITIONS OF ' oo s m/OUTDOOR I`r MODIFIED =ry OARAOE 5 HW. LIVING ROOM �' MODIFIED �� I- PERMIT NO 20b-b S.F. --- ' KITCHEN m 11- 210.4 S.F. DATE NEW FLUSH BEA ' _ ' _ f� -- M - '" ! er 7sT.2�t -ra. BATH— i XIST . ODM TA !2L-1 sATHRdOM 1 EXIST. LIVING ROOM EX15T. \. FOYER EX 15T. BEDROOM fi I'-lOy2' '-lOy2" 0 -- — DOOR 4 — Z Z N I 51DEL15HT5 p I NEW tam f w z WOOD DEGK ++. - J � ZO I -------® -- O ® - --- ----®------- --1-' o N d Ak '•'Z }I t t 1 cv PROP05EP FIRST FLOOR PLAN r SCALE, 1/6"- 1'-0" oA 0— � �OF NC o a ` OENERAL 5YM80L KEY: EXISTING TO REMAIN r '1"- NEW FOVIVATION{HALL a 3 --{\ µµFz r q 1XN HD=FRAME t��¢a g Q I �I Jwoo Wm 1 q�� oLL � =w a w 0 O Q p w w U J2Uq O j p 0=a K=V I K W WOO � W !6 02mi=N ff N R W Hm m t N 1 C Ky�Oa O K =O' Z:a 0.J2}?� I 2 g Iw =�� p I�u NZ}VO I ¢oz�qsw I wiF�LLz3a i NYSDEC ��� sw APPROVED AS PER TERMS x "" w W..W x !~ W 2 U�O U'n NEW AND CONDITIONS OF I a a W a WOOD DECK ea S.F. PERMIT NO f DATE qj _ I 1T h ' 4 .I I O'-8" NEW u}^a BEDROOM E-D 171� TINCH NEW I ! Gn NEW HROO ; 1 ;NEW t -tv ATHROOM _ � O` OFFICE =0 =- WI.Ga t � EX15T. j ( i i i I t s : HALLWAY to NEW LAUNDR _ -, NEW' O ' BEDROOM m I 401 S.F. I i 8-4y2 r=, NEW GL. _ 3NEW �� i - - — ---'�- NEW i I I BEDROOMOFEN LO00 IN 195:1 S.F. (V W O � t i m W >- j = 0 W Z U ! -- -- - W tO Z O N w a .. o i a PROPOSED SEGOND FLOOR PLANr� z ;ls<U N 1 x U u a ;:�Ima&asa ¢ ¢ 0. UZS N K W m R 0 2 QozIL 1 yi ILLwa 0F3¢r- � ZJ azwZ w y, NYSDEC < i zF¢�a�w APPROVED AS PER TERMSV�R a a W ' Y ., .� _ AND CONDITIONS OF O U Q I o I In-----._.— t F o i a a a= PERMIT NO I - DATE , ' __• �I _- PROP05ED SOUTH ELEVATION (RIGHT 51DE) SCALE. I/W= 1'-0" w w DEW RIDGE!@16HT C J x DEW SECOND FL.GEILINO H9T. O 17 j ..✓' _. _. (V21 \� } 00 Lo AIL Y EXISTING SECOD FLOOR \ L - w -LM-103 ri LU AIKPX15T.FIRST FL.GEILIN9 HOT - - J M/ V ELEv:w3�— 1 Ll ui 0 a. , Q I T �f� U FI T LJ 1 %:�I L I';, Ir1 l_ 'F—' �)L�1 1 ..I Kz—F]� u - - ELEY.a0.0' � `� O� �� ��•� N �1 PROPOSED WEST ELEVATION (FRONT) SCALE, 1/e" = 1' 03740)'D + T�0 O Q w w 3 .,_�) tom•,'N�w Z m U �K 3 �,zaF-wagm 11 I xW p�,y0 n 1. "Z, ¢N p x F Qm W �cpiQQa Qx N Y S D E C APPROVED AS PER TERMS f I AND CONDITIONS OF PERMIT NO I DATE PROPOSED NORTH ELEVATION (LEFT 51DE) SCALE, I/b" = I'-o" TL 00 W U t U U 4 in . I 11�Illill lr III 1 -- i I W � 6) U e-I Z Z — -— -- — — -- — — = Q w z -- ci -- -' W Z N w I o a LL ------ � a a `BRED c PROPOSED E,45T ELEVATION (REAR) ��� �S'• �' N 2765 Wells Rd ` HVAC Load Calculations J U L "24 for aa James Lubin 2765 Wells Rd TOWN Peconic NY 11958 RM"VAC Y Y AC ��. Prepared By: Matthew Wynne Aberdeen Building Consulting 1 PO Box 62 Brightwaters NY 11718 631-969-9860 Thursday,July 11,2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting HN 2765 Wells Rd Bay Shore,NY 11706 EP Page 2 Load Preview Report Has Net Reci tt2l Sen Lat Neti Sen H� Clg Act Scope I� Ion Ton /Ton Areal Gainl Gain Gains Loss CFM CFM CFM Building 4.14 4.65 743 3,461 41,894 7,818 49,712 64276 783 1,863 1,863 System 11stA Yes 1.95 2.11 841 1,777 19,022 4,386 23,409 29,854 362 844 844 Ventilaf on 494 896 1,390 2,041 30 30 30 Supply Duct Latent 1,866 1,866 Return Duct 0 11 11 9 Zones 1,777 18,529 1,613 20,142 27,804 362 844 844 1-1stFl Living Room Dining Room 686 3,938 1,176 5,114 6,710 87 179 179 2-1 st Fl Patchen 209 252 33 285 1,221 16 11 11 3-1 st Fl Bathrooms 81 124 19 143 611 8 6 6 4-1stFlBedroom 191 1,608 114 1,722 3,936 51 73 73 5-1st FI Sun Room 562 12,164 198 12,362 13,321 173 554 554 6-1 st R Mudroom 48 441 73 514 2,005 26 20 20 System 22ndFl Yes 2.19 2.54 663 1,684 22,871 3,432 26,304 34,421 421 1,018 1,018 Ventlafon 494 896 1,390 2,041 30 30 30 Supply Duct Latent 1,833 1,833 Return Duct 26 11 37 26 Zone 1 1,684 22,352 692 23,044 32,354 421 1,018 1,018 7-2nd FI North Bedroom/Bathroom 393 5,368 217 5,585 8,448 110 245 245 8-2nd Fl Hall/Laundry/Front Bath 185 2,096 52 2,148 2,664 35 95 95 9-2nd FI Family Room 224 3,106 58 3,164 3,395 44 142 142 10-2nd A South Front Bedroom 217 2,881 43 2,924 2,990 39 131 131 11-2nd FI Master Suite 665 8,902 322 9,224 14,858 193 406 406 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 0 Page 3 System 1 - 1st FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 30,000 25,000 20,000 00 15,000 20.2%04f. korrr Avg. 0 a� 10,000 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 20.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Ba Shore,NY 11706 Page 4 System 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 30,000 25,000 20,000 m 15,000 14.3% I from Avg. 0 Cz a> 10,000 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours S comma --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 14.3%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM rRhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 Page 5 Total Building Summary Loads_ Component Area Sen [at Sen Description Quan Loss Gain Gain A: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 26.7 462 0 918 918 B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 29.3 510 0 514 514 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 117.3 2,328 0 4,374 4,374 D: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 132 2,616 0 4,065 4,065 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 26.7 530 0 334 334 103: Glazing-French door, .28/ .32, U-value 0.32, SHGC 40 794 0 501 501 0.4 1026: Glazing-French door, .28/ .32, U-value 0.32, 198.3 3,936 0 8,436 8,436 SHGC 0.4 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 33 654 0 1,404 1,404 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10.2 203 0 435 435 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 9 179 0 355 355 210: Glazing- 54.7 1,085 0 2,325 2,325 101: Door-R5 Door, U-value 0.2 20 248 0 104 104 104: Door-R5 Door, U-value 0.2 20 248 0 104 104 R25 grade 3: Wall-Frame, Custom, R25 grade 3, U-value 2191.8 8,698 0 3,379 3,379 0.064 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2245.4 7,657 0 4,939 4,939 Floor(also use for Knee Walls and Partition j Ceilings), Custom, R49, grade III, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2441.6 4,409 0 1,065 1,065 R30, U-value 0.036 Subtotals for structure: 34,557 0 33,252 33,252 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 1 Lighting: 0 0 0 Ductwork: 15,662 3,721 5,787 9,509 Infiltration: Winter CFM: 147, Summer CFM: 44 9,975 1,305 717 2,022 Ventilation: Winter CFM: 60, Summer CFM: 60 4,082 1,792 988 2,779 Total Building Load Totals: 64,276 7,818 41,894 49,712 Chem Figures Total Building Supply CFM: 1,863 CFM Per Square ft.: 0.538 Square ft. of Room Area: 3,461 Square ft. Per Ton: 743 Volume (ft3): 29,695 Builliding Loads Total Heating Required Including Ventilation Air: 64,276 Btuh 64.276 MBH Total Sensible Gain: 41,894 Btuh 84 % Total Latent Gain: 7,818 Btuh 16 % Total Cooling Required Including Ventilation Air: 49,712 Btuh 4.14 Tons (Based On Sensible + Latent) 4.65 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 Page 6 Building Bar Graph 20,000 15,000 Building 10,000 Loss 64,276 Btu h 5,000 0 Floor 7% Wall 14% Door 1% Infiltration 16% Roof 12% Glass 21% Ductwork 24% Ventilation 6% 25,000 20,000 15,000 Building Gain 49,712 10,000 Btuh 5,000 0 Floor 2% Wall 7% Door 0% Ductwork 190/d/entilation 6% Roof 10% Glass 48% People 4% Infiltration 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 2765 Wells Rd Bay Shore,NY 11706 Page 7 System 1 1st FI Summary Loads omponent Area Sen Lat Sen T Description Quan Loss Gain Gain Gain A: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 26.7 462 0 918 918 B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 29.3 510 0 514 514 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 29.3 582 0 630 630 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 16.5 327 0 350 350 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 26.7 530 0 334 334 103: Glazing-French door, .28/ .32, U-value 0.32, SHGC 40 794 0 501 501 0.4 102B: Glazing-French door, .28/ .32, U-value 0.32, 198.3 3,936 0 8,436 8,436 SHGC 0.4 101: Door-R5 Door, U-value 0.2 20 248 0 104 104 104: Door-R5 Door, U-value 0.2 20 248 0 104 104 R25 grade 3: Wall-Frame, Custom, R25 grade 3, U-value 1071.4 4,252 0 1,651 1,651 0.064 R49: Roof/Ceiling-Under Attic with Insulation on Attic 561.7 1,915 0 1,236 1,236 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 1776.9 3,209 0 775 775 R30, U-value 0.036 Subtotals for structure: 17,013 0 15,553 15,553 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,181 1,877 1,489 3,366 Infiltration: Winter CFM: 83, Summer CFM: 21 5,619 613 337 950 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 896 494 1,390 System 1 1 st FI Load Totals: 29,854 4,386 19,022 23,409 Supply CFM: 844 CFM Per Square ft.: 0.475 Square ft. of Room Area: 1,777 Square ft. Per Ton: 841 Volume (ft3): 14,542 Loads Total Heating Required Including Ventilation Air: 29,854 Btuh 29.854 MBH Total Sensible Gain: 19,022 Btuh 81 % Total Latent Gain: 4,386 Btuh 19 % Total Cooling Required Including Ventilation Air: 23,409 Btuh 1.95 Tons (Based On Sensible + Latent) 2.11 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 Page 8 System 2 2nd FI Summary Loads omponent Area Sen Lat Sen To Description Quan Loss Gain Gain Gain B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 88 1,746 0 3,744 3,744 D: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 115.5 2,289 0 3,715 3,715 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 33 654 0 1,404 1,404 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10.2 203 0 435 435 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 9 179 0 355 355 210: Glazing- 54.7 1,085 0 2,325 2,325 R25 grade 3: Wall-Frame, Custom, R25 grade 3, U-value 1120.4 4,446 0 1,728 1,728 0.064 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1683.7 5,742 0 3,703 3,703 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 664.7 1,200 0 290 290 R30, U-value 0.036 Subtotals for structure: 17,544 0 17,699 17,699 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,480 1,844 4,299 6,143 Infiltration: Winter CFM: 64, Summer CFM: 23 4,356 692 380 1,072 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 896 494 1,390 System 2 2nd FI Load Totals: 34,421 3,432 22,871 26,304 Supply CFM: 1,018 CFM Per Square ft.: 0.605 Square ft. of Room Area: 1,684 Square ft. Per Ton: 663 Volume (ft3): 15,153 System Loads Total Heating Required Including Ventilation Air: 34,421 Btuh 34.421 MBH Total Sensible Gain: 22,871 Btuh 87 % Total Latent Gain: 3,432 Btuh 13 % Total Cooling Required Including Ventilation Air: 26,304 Btuh 2.19 Tons (Based On Sensible + Latent) 2.54 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 2765 Wells Rd Bay Shore NY 11706 Page 9 System 1 1st FI Bar Graph 8,000 6,000 System 1 1st FI 4,000 Loss 29,854 Btuh 2,000 0 Floor 11% Wall 14% Door 2% Infiltration 19% Roof 6% Glass 24% Ductwork 17% Ventilation 7% 15,000 10,000 System 1 1st FI Gain 23,409 5,000 Btu h 0 Floor3% Wall 7% Door 1% Ductwork 14% Ventilation 6% Roof 5% Glass 50% People 9% Infiltration 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2765 Wells Rd Bay Shore,NY 11706 Page 10 System 2 2nd Fl Bar Graph 15,000 10,000 System 2 2nd FI Loss 34,421 5,000 Btuh 0 Floor 3% Wall 13% Ductwork 30% Ventilation 6% Roof 17% Glass 18% Infiltration 13% 15,000 10,000 System 2 2nd FI Gain 26,304 5,000 Btuh 0 Floor 1% Wall 7% Ductwork 23% Ventilation 5% Roof 14% Glass 46% Infiltration 4% C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2765 Wells Rd Bay Shore NY 11706 Page 11 Equipment Data - System 1 - 1st FI Heating System Type: Propane Boiler Model: NFB-200H Tradename: Navien Manufacturer: Navien Description: Hydro-air Capacity: 100,000 Efficiency: 0 AFUE C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd LBay Shore,NY 11706 Page 12 Equipment Data - System 2 - 2nd FI Heating System Type: Propane Boiler Model: NFB-200H Tradename: Navien Manufacturer: Navien Description: Hydro-air Capacity: 100,000 Efficiency: 0 AFUE C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Bay Shore,NY 11706 0 Page 13 Manual S Performance Data - System 1 - 1st FI MKILpirid Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 19.022 Outdoor Wet Bulb: 71 Latent Gain: 4.386 Indoor Dry Bulb: 68 Total Gain: 23.409 Indoor RK 50 Load SHR: 0.81 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 29.854 Indoor Dry Bulb: 72 Entering Dry Bulb: 66.8 Indoor RH: 30 Supply Airflow: 362 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 48.000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 19.022 189% Latent Capacity: 12.000 4.386 274% Total Capacity: 48.000 23.409 205% Heating: Model Type: Propane Boiler, Model: NFB-200H, Nominal Capacity: 100.000, Manufacturer: Navien Results: Percent Load of Load Heating Capacity: 100.000 29.854 335% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 0 Page 14 Manual S Performance Data - System 2 - 2nd FI Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 22.871 Outdoor Wet Bulb: 71 Latent Gain: 3.432 Indoor Dry Bulb: 68 Total Gain: 26.304 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34.421 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.5 Indoor RH: 30 Supply Airflow: 421 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 48.000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 22.871 157% Latent Capacity: 12.000 3.432 350% Total Capacity: 48.000 26.304 182% Heating: Model Type: Propane Boiler, Model: NFB-200H, Nominal Capacity: 100.000, Manufacturer: Navien Results: Percent Load of Load Heating Capacity: 100.000 34.421 291% C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024,8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2765 Wells Rd Bay Shore,NY 11706 Page 15 S stem 1 - Houq Room Net Gain System 1 Hourly Room Net Gain 16,000 .... .. . .. ... ... ... .... . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 15,000 .. ... ... . . ............ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .... ..... ...... 14,000 ... . ... .. . ........... ... ..... .. . . .. .. . .. .. . ................ ...... .... ..... ... . . ........ . ... . . 13,000 ..... . .... ... .. . . ............ ........ ........ . ....... .... .... ..... ... ..... ... .......... ..... .. 12,000 ........ ... ... ........ .................. .... .. .... . ............. ..... .. ......... .............. 11,000 .......... . . ........... ....... .. .... .. . . . .... ....... .... . . ..... ....... ......... ... . . ........ . 10,000 ....... . .... . . .. .. ............. .... ............ . . ..... . ............. 9,000 ... .. ... .. . . .. ... .... . ....... ........... ........... .. .. . . . .... . .. . . ... ..... ... . . .. 3 m 8,000 . ....... .............. ... .... .. ... . ... .. ........... .... . . . ....... .. ........ ... ..... . ..... 7,000 ...... .... ............ ............. ... .. .... ....... .... . ..... . ... . . .. ... ....................... 6,000 ..... ...... .. .......... ...... . ... .................... .................. .......... ............ . 5,000 . ......... . .. ...... ...... .... . .... .. .. ........... . ... . .. .... . .... .. . . . ...... ........... . 4,000 ...... ......... ............... ..... ..... ............... . .................................... ... 3,000 ... .. . ..... . ..... ...... .............. .................................. .. 2,000 .. . .... . ... ... .. .............. .. ... ............. ....... .. . .......... ... . ......... . 1,000 ... .. . .. .. . . .. ... ...... ...... . . ... ... .............. .... ....... .......... ...... ................. 0- Sam 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day t 1 st FI Living Room/ Dining Room(28*/4 ---�— 1 st R Kitchen(09/4 --f— 1st R Bathrooms(09/4 —0 1st R Bedroom(571/4 —�� 1st R Sun Room(750/4 1 st R Mudroom(0°/4 Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 _ Pagel 6 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 11,000 10,000 .. . . . .. . ......... . ............ .,. . . . . . . ... . .... . .. . . .. . . . 9,000 . .. . ...... . . ................ ... . . .. . . . . . . . . . . . . . . . . . . . . ...... ...... . 8,000 . .... . .... .. . . .. ...... ............ .... .. 7,000 ..... . .. .. . ..... . ........ .... .... . ... . .. ....... . ........ . . . . . .. .. . . .. . . .... . . . . . . . . . . . .... . . . . L 7 5,000 . ..... . ...... . ....... . . .. .... . .... . .. .. . .... . . . . . .................... ... ... . . . . . ... .. 4,000 . . .. . . .. .. . . . . . . . .. . . . . .. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . .. . . . .. . . . 3,000 .......... ............ ....... .... . . . . . . . . . . . . 2,000 1,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �— 2nd R North Bedroom/ Bathroom(500/4 —t— 2nd R Hall/ Laundry/ Front Bath(530/4 —� 2nd FI Family Room(59%) —�— 2nd A South Front Bedroom(60%4 —�-- 2nd FI Master Suite(480/a Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 0 Page 17 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) MwT"Mnt Area Sen Lat Sen Total Quan Loss Gam Gain Gain A: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 26.7 462 0 918 918 B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 29.3 510 0 514 514 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 29.3 582 0 630 630 D: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 16.5 327 0 350 350 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 26.7 530 0 334 334 103: Glazing-French door, .28/ .32, U-value 0.32, SHGC 40 794 0 501 501 0.4 10213: Glazing-French door, .28/ .32, U-value 0.32, 198.3 3,936 0 8,436 8,436 SHGC 0.4 101: Door-R5 Door, U-value 0.2 20 248 0 104 104 104: Door-R5 Door, U-value 0.2 20 248 0 104 104 R25 grade 3: Wall-Frame, Custom, R25 grade 3, U-value 1071.4 4,252 0 1,651 1,651 0.064 R49: Roof/Ceiling-Under Attic with Insulation on Attic 561.7 1,915 0 1,236 1,236 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 1776.9 3,209 0 775 775 R30, U-value 0.036 Subtotals for structure: 17,013 0 15,553 15,553 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,172 0 1,489 1,489 Infiltration: Winter CFM: 83, Summer CFM:21 5,619 613 337 950 System 1, Zone 1 Load Totals: 27,804 1,613 18,529 20,142 Supply CFM: 844 CFM Per Square ft.: 0.475 Square ft. of Room Area: 1,777 Square ft. Per Ton: 1,022 Volume (ft3): 14,542 Zone Loads Total Heating Required: 27,804 Btuh 27.804 MBH Total Sensible Gain: 18,529 Btuh 92 % Total Latent Gain: 1,613 Btuh 8 % Total Cooling Required: 20,142 Btuh 1.68 Tons (Based On Sensible + Latent) 1.74 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay ■Shore,NY 11706 Page 18 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain. B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 88 1,746 0 3,744 3,744 D: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 115.5 2,289 0 3,715 3,715 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 33 654 0 1,404 1,404 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.2 203 0 435 435 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 9 179 0 355 355 210: Glazing- 54.7 1,085 0 2,325 2,325 R25 grade 3: Wall-Frame, Custom, R25 grade 3, U-value 1120.4 4,446 0 1,728 1,728 0.064 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1683.7 5,742 0 3,703 3,703 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 664.7 1,200 0 290 290 R30, U-value 0.036 Subtotals for structure: 17,544 0 17,699 17,699 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,454 0 4,273 4,273 Infiltration: Winter CFM: 64, Summer CFM: 23 4,356 692 380 1,072 System 2, Zone 1 Load Totals: 32,354 692 22,352 23,044 Check Figures Supply CFM: 1,018 CFM Per Square ft.: 0.605 Square ft. of Room Area: 1,684 Square ft. Per Ton: 846 Volume (ft3): 15,153 Zone Loads Total Heating Required: 32,354 Btuh 32.354 MBH Total Sensible Gain: 22,352 Btuh 97 % Total Latent Gain: 692 Btuh 3 % Total Cooling Required: 23,044 Btuh 1.92 Tons (Based On Sensible + Latent) 1.99 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 2765 Wells Rd Bay Shore,NY 11706 Page 19 System 1, Zone 1 Bar Graph 8,000 6,000 System 1 , Zone 4,000 1 Loss 27,804 Btuh 2,000 0 Floor 12% Wall 15% Door 2% Infiltration 20% Roof 7% Glass 26% Ductwork 19% 15,000 10,000 System 1 , Zone 1 Gain 20,142 5,000 Btuh 0 Floor 4% Wall 8% Door 1% Ductwork 7% Roof 6% Glass 58% People 11% Infiltration 5% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2765 Wells Rd Bay Shore,NY 11706 Page 20 System 2, Zone 1 Bar Graph 15,000 10,000 System 2, Zone 1 Loss 32,354 5,000 Btuh 0 Floor 4% Wall 14% Ductwork 32% Roof 18% Glass 19% Infiltration 13% 15,000 10,000 System 2, Zone 1 Gain 23,044 5,000 Btuh 0 Floor 1% Wall 7% Ductwork 19% Roof 16% Glass 52% Infiltration 5% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 0 Page 21 Detailed Room Loads - Room 1 - 1st F/ Living Room /Dining Room (Average Load Procedure) General l,x,, Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 31.1 ft. System Number: 1 Room Width: 22.1 ft. Zone Number: 1 Area: 686.4 sq.ft. Supply Air: 179 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 5,491 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 7 CFM Runout Air: 90 CFM Percent of Supply.: 4 % Runout Duct Size: 6 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 457 ft./min. Percent of Supply: 4 % Runout Air Velocity: 457 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantilly Value HTM Loss HTM Gain Gain E -Wall-R25 grade 3 31.1 X 8 219.3 0.064 4.0 870 1.5 0 338 W -Wall-R25 grade 3 22.1 X 8 130 0.064 4.0 516 1.5 0 201 W -Door-101 3 X 6.7 20 0.200 12.4 248 5.2 0 104 W -GIs-A shgc-0.32 0%S (2) 26.7 0.280 17.4 462 34.4 0 918 E -GIs-B shgc-0.32 70%S (2) 29.3 0.280 17.4 510 17.5 0 514 Floor-R30 Frame 22.1 X 31.1 686.4 0.036 1.8 1,239 0.4 0 300 Subtotals for Structure: 3,845 0 2,375 Infil.: Win.: 23.8, Sum.: 5.9 425 3.802 1,617 0.228 176 97 Ductwork: 1,248 316 People: 200 labper, 230 sen/per: 5 1,000 1,150 Room Totals: 6,710 1,176 3,938 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 E Page 22 Detailed Room Loads - Room 2 - 1st FI Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.8 ft. System Number: 1 Room Width: 16.3 ft. Zone Number: 1 Area: 208.5 sq.ft. Supply Air: 11 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 1,668 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 11 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 132 ft./min. Percent of Supply: 4 % Runout Air Velocity: 132 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.021 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R25 grade 3 8.8 X 9 79.5 0.064 4.0 315 1.5 0 123 Floor-R30 Frame 16.2 X 12.8 208.5 0.036 1.8 377 0.4 0 91 Subtotals for Structure: 692 0 214 Infil.: Win.: 4.4, Sum.: 1.1 79 3.799 302 0.226 33 18 Ductwork: 227 20 Room Totals: 1,221 33 252 C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 2765 Wells Rd Bay Shore,NY 11706 Page 23 Detailed Room Loads - Room 3 - 1st Fl Bathrooms (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 1 Room Width: 16.3 ft. Zone Number: 1 Area: 81.3 sq.ft. Supply Air: 6 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 650 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 6 CFM Percent of Supply.: 12 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 65 ft./min. Percent of Supply: 4 % Runout Air Velocity: 65 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.006 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R25 grade 3 5 X 9 45 0.064 4.0 179 1.5 0 69 Floor-R30 Frame 16.2 X 5 81.2 0.036 1.8 147 0.4 0 35 Subtotals for Structure: 326 0 104 Infil.: Win.: 2.5, Sum.: 0.6 45 3.800 171 0.222 19 10 Ductwork: 114 10 Room Totals: 611 19 124 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 Page 24 Detailed Room Loads - Room 4 - 1st FI Bedroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.8 ft. System Number: 1 Room Width: 16.3 ft. Zone Number: 1 Area: 190.9 sq.ft. Supply Air: 73 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 1,528 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 73 CFM Percent of Supply.: 6 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 537 ft./min. Percent of Supply: 4 % Runout Air Velocity: 537 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.241 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 grade 3 16.2 X 9 116.9 0.064 4.0 464 1.5 0 180 S-Wall-R25 grade 3 11.8 X 9 89.2 0.064 4.0 354 1.5 0 138 N -Wall-R25 grade 3 2.5 X 9 22.5 0.064 4.0 89 1.5 0 35 W -GIs-B shgc-0.4 70%S (2) 29.3 0.320 19.8 582 21.5 0 630 S-GIs-D shgc-0.4 0%S 16.5 0.320 19.8 327 21.2 0 350 Floor-1330 Frame 16.2 X 11.8 190.9 0.036 1.8 345 0.4 0 83 Subtotals for Structure: 2,161 0 1,416 Infil.:Win.: 15.3, Sum.:3.8 275 3.800 1,043 0.230 114 63 Ductwork: 732 129 Room Totals: 3,936 114 1,608 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd BayEShore,NY 11706 Page 25 Detailed Room Loads - Room 5 - 1st FI Sun Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.8 ft. System Number: 1 Room Width: 38.1 ft. Zone Number: 1 Area: 561.7 sq.ft. Supply Air: 554 CFM Ceiling Height: 8.6 ft. Supply Air Changes: 6.9 AC/hr Volume: 4,821 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 14 CFM Runout Air: 92 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 20 CFM Runout Air Velocity: 470 ft./min. Percent of Supply: 4 % Runout Air Velocity: 470 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.144 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 grade 3 38.1 X 7.6 90.4 0.064 4.0 359 1.5 0 139 N-Wall-R25 grade 3 14.8 X 8.6 99.9 0.064 4.0 397 1.5 0 154 S-Wall-R25 grade 3 7.2 X 8.6 21.5 0.064 4.0 85 1.5 0 33 N -GIs-A shgc-0.4 100%S (2) 26.7 0.320 19.8 530 12.5 0 334 S-GIs-103 shgc-0.4 100%S 40 0.320 19.8 794 12.5 0 501 E-GIs-102B shgc-0.4 0%S (3) 198.3 0.320 19.8 3,936 42.5 0 8,436 UP-Ceil-R49 14.8 X 38.1 561.7 0.055 3.4 1,915 2.2 0 1,236 Floor-R30 Frame 38.1 X 14.8 561.7 0.036 1.8 1,014 0.4 0 245 Subtotals for Structure: 9,030 0 11,078 Infil.:Win.: 26.6, Sum.: 6.6 477 3.802 1,813 0.229 198 109 Ductwork: 2,478 977 Room Totals: 13,321 198 12,164 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 E Page 26 Detailed Room Loads - Room 6 - 1st FI Mudroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.7 ft. System Number: 1 Room Width: 4.5 ft. Zone Number: 1 Area: 48.0 sq.ft. Supply Air: 20 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 384 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 20 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 231 ft./min. Percent of Supply: 4 % Runout Air Velocity: 231 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.063 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 grade 3 4.5 X 9 40.5 0.064 4.0 161 1.5 0 62 W -Wall-R25 grade 3 4.5 X 9 40.5 0.064 4.0 161 1.5 0 62 S -Wall-R25 grade 3 10.7 X 9 76 0.064 4.0 302 1.5 0 117 S -Door-104 3 X 6.7 20 0.200 12.4 248 5.2 0 104 Floor-R30 Frame 4.5 X 10.7 48 0.036 1.8 87 0.4 0 21 Subtotals for Structure: 959 0 366 Infil.:Win.:9.9, Sum.: 2.5 177 3.802 673 0.226 73 40 Ductwork: 373 35 Room Totals: 2,005 73 441 C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 , Page 27 Detailed Room Loads - Room 7- 2nd Fl North Bedroom/Bathroom (Average Load Procedure) 'General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 30.3 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 1 Area: 393.3 sq.ft. Supply Air: 245 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.1 AC/hr Volume: 3,539 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 8 CFM Runout Air: 82 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 598 ft./min. Percent of Supply: 3 % Runout Air Velocity: 598 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.297 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 grade 3 13 X 8 60 0.064 4.0 238 1.5 0 93 W -Wall-R25 grade 3 13 X 8 87.5 0.064 4.0 347 1.5 0 135 N-Wall-R25 grade 3 30.2 X 8 225.5 0.064 4.0 895 1.5 0 348 E-GIs-13 shgc-0.4 0%S (3) 44 0.320 19.8 873 42.5 0 1,872 W -GIs-D shgc-0.4 0%S 16.5 0.320 19.8 327 42.5 0 702 N -GIs-D shgc-0.4 100%S 16.5 0.320 19.8 327 12.5 0 207 UP-Ceil-R49 30.2 X 13 393.2 0.055 3.4 1,341 2.2 0 865 Subtotals for Structure: 4,348 0 4,222 Infil.:Win.: 20.1, Sum.: 7.3 450 3.044 1,370 0.267 217 120 Ductwork: 2,730 1,026 Room Totals: 8,448 217 5,368 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 E Page 28 Detailed Room Loads - Room 8 - 2nd FI Hall/Laundry/Front Bath (Average Load Procedure) ------- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 27.8 ft. System Number: 2 Room Width: 6.7 ft. Zone Number: 1 Area: 185.0 sq.ft. Supply Air: 95 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,665 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 95 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 486 ft./min. Percent of Supply: 3 % Runout Air Velocity: 486 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.154 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 grade 3 6.7 X 8 36.8 0.064 4.0 146 1.5 0 57 W -Wall-R25 grade 3 6.7 X 8 43.1 0.064 4.0 171 1.5 0 66 E-GIs-E shgc-0.4 0%S 16.5 0.320 19.8 327 42.5 0 702 W -GIs-C shgc-0.4 0%S 10.2 0.320 19.8 203 42.6 0 435 UP-Ceil-R49 27.8 X 6.7 185 0.055 3.4 631 2.2 0 407 Subtotals for Structure: 1,478 0 1,667 Infil.:Win.: 4.8, Sum.: 1.7 107 3.047 325 0.262 52 28 Ductwork: 861 401 Room Totals: 2,664 52 2,096 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 E Page 29 Detailed Room Loads - Room 9 - 2nd FI Family Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 2 Room Width: 14.9 ft. Zone Number: 1 Area: 223.8 sq.ft. Supply Air: 142 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 2,014 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 71 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 519 ft./min. Percent of Supply: 3 % Runout Air Velocity: 519 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.225 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 grade 3 14.9 X 8 75.3 0.064 4.0 299 1.5 0 116 E-GIs-B shgc-0.4 0%S (3) 44 0.320 19.8 873 42.5 0 1,872 UP-Ceil-R49 15 X 14.9 223.8 0.055 3.4 763 2.2 0 492 Subtotals for Structure: 1,935 0 2,480 Infil.: Win.:5.3, Sum.: 1.9 119 3.042 363 0.268 58 32 Ductwork: 1,097 594 Room Totals: 3,395 58 3,106 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 2765 Wells Rd Bay Shore,NY 11706 Page 30 Detailed Room Loads - Room 10 - 2nd FI South Front Bedroom (Average Load Procedure) -- -----�= -- -- --_--- =-- -- - ---=-----_ General._-- - -- - - -- - -- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 2 Room Width: 15.5 ft. Zone Number: 1 Area: 217.0 sq.ft. Supply Air: 131 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,953 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 66 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 481 ft./min. Percent of Supply: 3 % Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.194 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-R25 grade 3 2.5 X 8 20 0.064 4.0 79 1.5 0 31 W -Wall-R25 grade 3 2.5 X 15.5 5.8 0.064 4.0 23 1.5 0 9 E-Wall-R25 grade 3 2.5 X 11.8 20.4 0.064 4.0 81 1.5 0 31 W -GIs-D shgc-0.4 0%S (2) 33 0.320 19.8 654 42.5 0 1,404 E-GIs-F shgc-0.4 10%S 9 0.320 19.8 179 39.4 0 355 UP-Ceil-R49 14 X 15.5 217 0.055 3.4 740 2.2 0 477 Subtotals for Structure: 1,756 0 2,307 Infil.:Win.: 3.9, Sum.: 1.4 88 3.041 268 0.261 43 23 Ductwork: 966 551 Room Totals: 2,990 43 2,881 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11,2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 Page 31 Detailed Room Loads - Room 11 - 2nd FI Master Suite (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 26.5 ft. System Number: 2 Room Width: 25.1 ft. Zone Number: 1 Area: 664.7 sq.ft. Supply Air: 406 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.1 AC/hr Volume: 5,982 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 14 CFM Runout Air: 101 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 516 ft./min. Percent of Supply: 3 % Runout Air Velocity: 516 ft./min. Actual Winter Infil.: 30 CFM Actual Loss: 0.173 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-R25 grade 3 6.7 X 8 53.3 0.064 4.0 212 1.5 0 82 E-Wall-R25 grade 3 25.1 X 8 129.5 0.064 4.0 514 1.5 0 200 S-Wall-R25 grade 3 26.5 X 8 179 0.064 4.0 710 1.5 0 276 W -Wall-R25 grade 3 25.1 X 8 184.2 0.064 4.0 731 1.5 0 284 E -GIs-E shgc-0.4 0%S 16.5 0.320 19.8 327 42.5 0 702 S-GIs-D shgc-0.4 0%S (2) 33 0.320 19.8 654 21.2 0 700 W -GIs-D shgc-0.4 0%S 16.5 0.320 19.8 327 42.5 0 702 E-GIs-210 shgc-0.4 0%S 54.7 0.320 19.8 1,085 42.5 0 2,325 UP-Ceil-R49 26.5 X 25.1 664.7 0.055 3.4 2,267 2.2 0 1,462 Floor-R30 Frame 25.1 X 26.5 664.7 0.036 1.8 1,200 0.4 0 290 Subtotals for Structure: 8,027 0 7,023 Infil.:Win.:29.8, Sum.: 10.8 667 3.045 2,030 0.266 322 177 Ductwork: 4,801 1,702 Room Totals: 14,858 322 8,902 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 0 Page 32 Room Cooling and Heating Loads Bar Graphs 1st FI Living Room/Dining Room 1st FI Kitchen Cooling 1st FI Bathrooms 1st FI Bedroom 1st FI Sun Room 1 st FI Mudroom 2nd FI North Bedroom/Bathroom 2nd FI Hall/ Laundry/Front Bath Heating 2nd FI Family Room 2nd FI South Front Bedroom 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting0 2765 Wells Rd Bay Shore,NY 11706 Page 33 Room Cooling and Heating Loads Bar Graphs Cooling 2nd FI Master Suite Heating 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Developmene34 Aberdeen Building Consulting 2765 W Bay Shore,NY 11706 P Room Cooling Loads Bar Graphs 1st FI Living Room/Dining Room 1st FI Kitchen Sensible 1st FI Bathrooms 1 st FI Bedroom 1st FI Sun Room 1st FI Mudroom 2nd FI North Bedroom/Bathroom 2nd FI Hall/Laundry/Front Bath Latent 2nd FI Family Room 2nd FI South Front Bedroom 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2765 Wells Rd Bay Shore,NY 11706 Page 35 Room Cooling Loads Bar Graphs Sensible 2nd FI Master Suite Latent 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday, July 11, 2024, 8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 2765 Wells Rd Bay Shore,NY 11706 Page 36 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room=-: :.-_ ---=--_.-:--__Area= Sens --- _:Htg- _Duct. -Duct---- Sens.-_ L-at= .=._-_,,:Clg_< -_Sys [_No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1 st FI Living 686 6,710 87 2-6 457 3,938 1,176 179 179 Room/Dining Room 2 1 st FI Kitchen 209 1,221 16 1-4 132 252 33 11 11 3 1st FI Bathrooms 81 611 8 1-4 65 124 19 6 6 4 1st FI Bedroom 191 3,936 51 1-5 537 1,608 114 73 73 5 1st FI Sun Room 562 13,321 173 6-6 470 12,164 198 554 554 6 1st FI Mudroom 48 2,005 26 1-4 231 441 73 20 20 Ventilation 2,041 494 896 Duct Latent 1,866 Return Duct 9 0 11 System 1 total 1,777 29,854 362 19,022 4,386 844 844 System 1 Main Trunk Size: 10x16 in. Velocity: 760 ft./min Loss per 100 ft.: 0.100 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.95 81%/19% 19,022 4,386 23,409 Recommended: 2.11 75%/25% 19,022 6,341 25,363 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Propane Boiler Standard Air Conditioner Model: N FB-200 H Indoor Model: Brand: Navien Description: Hydro-air Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 100,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024,8:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2765 Wells Rd Bay Shore,NY 11706 Ep, Page 37 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room---_: - -_ _ - Area-- _-Sens.--- ___Htg. -_ Duct -_ Duct-. Sens- _L-at--_- :-- Clg-- .---.Sys �_Nto Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 7 2nd FI North 393 8,448 110 3-5 598 5,368 217 245 245 -Bedroom/ Bathroom 8 2nd FI Hall/ 185 2,664 35 1-6 486 2,096 52 95 95 Laundry/ Front Bath 9 2nd FI Family 224 3,395 44 2-5 519 3,106 58 142 142 Room 10 2nd FI South 217 2,990 39 2-5 481 2,881 43 131 131 Front Bedroom 11 2nd FI Master 665 14,858 193 4-6 516 8,902 322 406 406 Suite Ventilation 2,041 494 896 Duct Latent 1,833 Return Duct 26 26 11 System 2 total 1,684 34,421 421 22,871 3,432 1,018 1,018 System 2 Main Trunk Size: 12x15 in. Velocity: 815 ft./min Loss per 100 ft.: 0.104 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.19 87%/13% 22,871 3,432 26,304 Recommended: 2.54 75%/25% 22,871 7,624 30,495 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Propane Boiler Standard Air Conditioner Model: NFB-200H Indoor Model: Brand: Navien Description: Hydro-air Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 100,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\2765 Wells Rd.rh9 Thursday,July 11, 2024, 8:38 AM Generated by REScheck-Web Software Compliance Certificate Project 2765 Wells Rd Energy Code: 2018 IECC Location: New York, New York D Construction Type: Single-family Project Type: New Construction rLfj Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 3,580 ft2 J U L 2 6 2024 Glazing Area 20% Climate Zone: 4 (5362 HDD) ]BLUDING DEpT. Permit Date: TOWN : SOLTTR IF Permit Number: 01. All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 2765 Wells Rd Peconic, NY 11958 C6.M.Dliance: Passes,�usingl UA trade-off Compliance: 10.3%Better Than Code Maximum UA: 556 Your UA: 499 Maximum SHGC: 0.40 Your SHGC: 0.40 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 Assembly or Cavity Cont. Prop. Req. Prop. Req. Perimeter R-Value R-Value U-Factor U-Factor UA UA Ceiling: Flat Ceiling or Scissor Truss 2,443 49.0 0.0 0.026 0.026 64 64 Wall-front:Wood Frame, 16" o.c. 888 25.0 0.0 0.053 0.060 39 45 Orientation: Front Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Orientation: Front Windows-front: Wood Frame SHGC: 0.40 125 0.320 0.320 40 40 Orientation: Front Wall-rear: Wood Frame, 16"D.C. 888 25.0 0.0 0.053 0.060 27 30 Orientation: Back Windows-rear: Wood Frame SHGC: 0.40 384 0.320 0.320 123 123 Orientation: Back Project Title: 2765 Wells Rd Report date: 07/11/24 Data filename: Page 1 of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall-left:Wood Frame, 16" o.c. 754 25.0 0.0 0.053 0.060 36 41 Orientation: Left side Windows-left:Wood Frame SHGC: 0.40 73 0.320 0.320 23 23 Orientation: Left side Wall-right: Wood Frame, 16" o.c.Orientation: Right side 754 25.0 0.0 0.053 0.060 35 40 Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Orientation: Right side Windows-right:Wood Frame SHGC: 0.40 73 0.320 0.320 23 23 Orientation: Right side Floor:All-Wood joist/Truss 2,443 30.0 0.0 0.033 0.047 81 115 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The propose has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the ments listed in the REScheck Inspection Checklist. Matthew Wynne ��Pfi Ytiti�� 7-10-24 Name-Title U Signature,/ Date 2214533 �TFOF NEW�O Project Title: 2765 Wells Rd Report date: 07/11/24 Data filename: Page 2 of 2 APPR VED AS NOTED DA B.P. _` � L11116�f ' FEE BY: LINE DEED NOTIFY BUILDING DEPARTMENT AT C01/ RIIG 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING& PLUMBING PE UMBER CERTIFICA,T101% & INSULATION ONLEAD CQNTENT B.EFOR 4. FINAL-CONSTRUCTION MUST CERTIFX4TE OFOWURANt BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOLDER 1ISEDIN WATER_ REQUIREMENTS OF THE CODES OF NEW SUPPLY SYSTEM';CANNO YORK STATE. NOT RESPONSIBLE FOR EXCEED?/1_`0 OF y%LEA DESIGN OR CONSTRUCTON ERRORS COMPLY WtTFi ALL CODES OF ELECTRICAL NEW YORK STATE&TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED S"OED TOWhTPMNI HOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC UIOID R� Must provide Manuals SCHD D,J and S as per NYS Energy Code OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFICAT testing required. )F OCCUPANCY All exterior lighting Installed,replaced or RETAIN STORM WATER RUNOFF repaired shall conform PURSUANT TO CHAPTER 236 to Chapter172 OF THE TOWN CODE. of the Town Code SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS SITE PLAN HATCH KEY: d O U SUBJECT TO VERIFICATION BY A LICENSED PROPOSED BUILDING ADDITION a SURVEYOR. THE INFORMATION F.; t O REPRESENTED ON TH15 51TE PLAN 15 TO THE „i f Z_ O PROPOSED ACCE55ORY STRUCTURE ARCHITECT'S BEST OF KNOWLEDGE. J r'I \ 2. SURVEY INFORMATION WAS OBTAINED PROPOSED 2ND STORY tj FROM A SURVEY DATED SEPT. 19 2015 a W � \ AND PREPARED BY: PEGONIG SURVEYORS, P.G. P.O. BOX QOq � Z 1250 TRAVELER STREET J J SOUTHOLD N.Y. IIQ71 Lo Y TELEPHONE: (631) 765 5020 Q I �` Q e F A O E <E'� J I m O a- L -QQ I ,QQ PROJECT LOCATION & SCOPE m - FIRST FLOOR LANrOUT RENOVATION SITE PLAN & ZONING DATA = � ADD I TI ON OF SUN ROOM AND COVERED PORCHES a w REMOVE I$ RE-FRAME ENTIRE SECOND FLOOR I$ ROOF _j 00 -OO2 ,QQ GENERAL NOTES z 0 ENERGY TABLE STRUCTURAL DESIGN CHARTS Z � 0 FRO�E�T DATA : aZ4 -QQ�j,QQ HOLDOWN, ANCHOR BOLT, m cv STRAPPING, & NAILING DETAILS Lo cr rm-1 PROJECT / ZONING DATA FASTENING SCHEDULE ti = m TAX MAP # 1000-86-02-002 - O N/o/F FRAMING GRAPHICS JOHN FI50HETTI 1 ZCONINO DISTRICT R-40 NO DEBORAH DEAVER BEAM CONNECTION PATTERNS -� (DWELLING w/ PUBLIC, WATER) 1 LCOT AREA 0.4 ACRES FIREBLOCKING DETAILS Ix M MAIN zOAD Saofc - MAIN HOUSE Z9741, NOV. 7, la7q ~ PROP. BURIED 1000 GAL 1 - I O I .00 PROPOSED DEMOLITION PLANS w PROPANE TANK (TO MAINTAIN 100' TRUSTEES SETBACK GrofO - DECK Z13303 APRIL I IQ85 U 10' MIN. SEPARATION FROM ALL 100' WETLANDS LINE (FROM TIE LINE) = J UNDERGROUND 5TRUGTURE5, SETBACK LINE 18q.40' N INCLUDING PIPING PIER LINEAL---;S7/,1 .._- - N FPEMA FLOOD ZONE x � J I// / / WEETLAND5 DISTRICT APPROVED 9Q83 - Q2 ,QQ PROPOSED DEMOLITION PLANS Q EXIST. STORM �p 1 - I ��� / - WATER CATCH �_ �•J� #I-4738 04 BASIN _ _ - � �' 1 i �/ �\ DPEG DISTRICT APPROVED 823/00001 �L ; COUNTY HD APPROVAL 350-182 4TE5)TTIE LINE HOLE // _ �� \ - + - \ 18'mxa' /^ �; ALONG OJ.00 PROPOSED DEMOLITION PLANS �\ � / M.H.W.M. 1 -� /� \ �O�• \ ' _ 1 � I /' �" O / HABITABLE SPACE EXIS71NO PROPOSED Q5ETBAG - \ 00 BASEMENT AREA FIIRST FLOOR AREA I,Ilq.b S.F. 1,721.0 S.F. - I O�'•00 PROPOSED FOUNDATION PLAN . p / EXIST. DOCK jj��ll O p I wROOI'�ALDDRRYINEH�WBYR LANDWARD 5EECOND FLOOR AREA a42.9 S.F. 1,762.8 S.F. Q 5.01 "FLO W LL" (OR�EQ.) I I' EDGE OF WETLANDS TCOTAL BEDROOM COUNT 4 4 DELINEATED BY � 4q•o 1 1 I I \ ,// // SUFFOLK - I OJ .00 PROPOSED FIRST FLOOR PLAN ENVIRONMENTAL 1 rn CONSULTING INC. L077 GOVERAOE I I PROP. `�1 1 x ➢ ON AUG. 17, 2018 - / I I I ROP. EXIST. 2 STRY WD. SUN ROOMS rl go LOT �G VERED FRAME DWELLING w/ 1 I � �` � -1 PROPOSED 20, D�E:5GRIPTION (FOOTPRINT) AREA COVERAGE I I I I I PORCH 2ND FLOOR REBUILD N I I -I 1 rn NON-TURF / - I Ol .00 PROPOSED SECOND FLOOR PLAN I I I cuI / v 1 I 1 / /-�q �, (4 BEDROOMS) rn / r BUFFER; w 1 L J L J �- J �I '1 1� I' APPROX. 1,541 - TCOTAL LOT AREA 18,913.0 S.F. F.F. EL.=a.a' I n / O.O S.F. AREA TO 0 \ � GARAGE EL.=8.7' n 1� 1 \\ BE VEGETATED E;Xl5TING BUILDING 1,18a.5 S.F. 6.3� o, N I 1 \ 1 BUFFER ]? / 4 rn ____-____- I I \ /' E;XI5TING GARAGE 6-M.8 S.F. 3.69b -2OI .O`J PROPOSED EXTERIOR ELEVATIONS PPROPOSED SCREENED DECK 550.6 S.F. 2.qY EXIST. / / - r-----25 0 PROP. 1 I \ / s I-II PRROPOSED COVERED PORCH 460.3 S.F. 2.4% 1 PROP. ASPHALT ,�I O -0 1 \ / o TOTAL AREA OF ALL STRUCTURES 2 8-18.2 S.F. SUPPLY / \� ADDITION ;O<Xl 1 \ \/ LINE N.I.F.) N / p DRIVEWAY I p 15.2% -202 PROPOSED EXTERIOR ELEVATIONS S "MAXIMUM LOT COVERAGE ALLOWED - 203o z 3' MIN. \ p I � 5' 1� -�': b @ X 4, S 5' IPR�P. A I (TYPJ � MIN. � owl i 3.2' /� rn MIt`l a'axa' - O // �` REQUIRED SETBACKS - MAIN BUILDING o \ _ \ X -�jQ I .QQ BUILDING SECTIONS U rn 1Fn vh�, \\- _ I O / 1 X \ REQUIRED EXIST. PROPOSED COMPLIES PROP.DYl�2 10' SIDE 5ET8AGK-�"- - p � _ \ IQ"1.65 p I e'mxa' I / _Ll _ _ \ \ O v� "" I _ 1 \ FFRONT YARD 55.0' 55.0' 4a.0' YES cd - - �t-�O2 .00 BUILDING SECTIONS c p 1 -= �---5' 1"tIN• _ �i 1 � � \ 561DE YARD 10.0 10.4 10.4 YES 100, WETLANDS z _ _.,� O„ SETBACK LINE \ 560TH SIDE YARDS 25.0' 36.3' 36.3' YES DESIGN DETAILS -► 584 56 EXIST. OVERHEAD N/O/F PROJECT: ELEG. WIRES 100 TRUSTEES SETBACK WILLIAM 8 VICTORIA CORDON I 1 LINE (FROM TIE LINE) (DWELLING w/ PUBLIC WATER) nEAR YARD 75.0' q3.2' 87.0' YES DESIGN DETAILS LU B I N 1 DOOR & WINDOW SCHEDULE RESIDENCE SITE PLAN SCALE: I" = 15'-0" PROPOSED STRUCTURAL PLANS 2765 WELLS RD. PECONIC, NY 11958 5- I O2 ,Qp PROPOSED STRUCTURAL PLANS DRAWING TITLE_: DRAINAGE CALCULATIONS PROJECT LOCATION & SCOPE NEW IMPERVIOUS SURF=AGE AREA; U..r SITE PLAN & ZONING DATA PROPOSED ASPHALT DRIVEWAY a00 S.F. ; 5" THICK REINFORCED CONCRETE NEW IMPERVIOUS SURFACE AREA; 2,882 S.F. COVER; IF PLACED UNDER DRIVEWAY 24" DIAMETER INLET �� S'� �5� PROPOSED STRUCTURAL PLANS PROPOSED SINGLE FAMILY DWELLING COVER TO BE TRAFFIC BEARING SLAB ORATE d FRAME; IF STORAGE VOLUME REIQUIRED 6RAS5 SHOULDER AREA OR PLACED UNDER DRIVEWAY ; (2" RAINFALL EVENT x ROOF COVERAGE) b50.5 G.F. DEFINED SURFACE COVER &RATE TO BE CAST IRON ��A,� •r�r-wa�� PAGE: STORAGE PROVIDED PER VERTICAL FCOOT F L - 42.2 C.F. 10�.00 PROPOSED STRUCTURAL PLANS G-001m00 OF AL DRYWELL DEPTHTOTAL DRYWELL DEPTH REQUIRED14.G FT.(VOL. REG'.D / VOL. F'ROV. PER FT DEPTH) I -)I-III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ t : ar.:m:�;.ilk�� 11 El El El 0 0 El PROVIDE (4) 8'0 x 4' DEEP DRYWELL5 N Z 1 ; -I I DATE: 07/17/24 1 OF 20 a ,�IIIIII ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ M - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III-III- -11 DWV/ WATER SUPPLY RISER DRAINAGE SYSTEM INSTALLATION NOTES: GAS RISER • A MINIMUM 10' 5EPARATION 15 REGUIREG� BETWEEN DRYWELL5 WATER SERVICE LINE, UNDERGROUND UTfILITY LINE5, SEPTIC iv PRECAST GONG. COMPONENTS, LEACHING FIELDS, SEWER: COMPONENTS, OTHER LEACHING RING. SEE ' �`•`� a'! DRYWELL5, AND THE EDGE OF ALL FOUPNDATION WALLS WATER GALGULATIONS ON ✓ F,� '. SITE PLAN FOR REQ'D u; to xi;itAr s 6h y aI .:C}� • A MINIMUM 5' SEPAR?TIDN 15 REQUIRED BETWEEN DRYWELL5 ff EFFECTIVE DEPTH :: PROPERTY LINES 2'il0" DIAMETER AS 2'-O" • A MINIMUM 20' 5EPARATION 15 REGUIRECD BETWEEN DRYWELL5 AND PER SITE PLAN MIN. I uVAW BURIED PROPANE FUEL TANKS. GLEAN SAND d &RAVEL FILL �'"Af t;'''r_7 �°x`"'' 4 J • A MINIMUM 2' VERTICAL SEPARATION 15, REQUIRED BETWEEN THE E 5 THE HIGHEST IEXPEGTED GROUNDWATER �w,_:' �,�. a: BOTTOM OF DRYW LL ;s JUL ELEVATION. p Ij1f c • CONNECT ALL GUTTER LEADERS TO NEARE5T DRYWELL ,�I I I I • SEE ALSO DETAIL 11&-001. D R�Y E 1 L �E TA I L I Ai To STORM NATER DRA I NAOE LOGAT I ON MAP Mr SCALE: I" = 15'-O" SCALE: NTS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE. AND MASONRY i. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 6'15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE �� \ /ITI O � - U NOTES SFE C,1�I G?AT I ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT u I N IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE CL T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 16" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK b" MIN. FOUNDATION EXPOSURE, AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION o H d) GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE LJJ Z O 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BFE � BASE FLOOD ELEVATION INT. - INTERIOR GENERAL PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb% UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDO. BUILDING K KIPS (1000 LBS) ..J T-1 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. tu- APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS BM BEAM MANU. SPEG.'s MANUFAGTURER'5 SPECIFICATIONS a uLLu 4. AT FLUSH FRAMING USE ib GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED m it 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. 7�1MAXIMUM Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD i-JOISTS, STRUCTURAL COMPOSITE LUMBER, ____-. O (n Z 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY 6ENERAL CONTRACTOR. BOT. BOTTOM MECH. MECHANICAL J = FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS J F- J RULES SPECIFIED IN I.I THROUGH 1.5. UNTIL I TIER OF FRAMING 15 IN PLACE. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5I B.O.W. 1 BOTTOM OF WALL MIN. MINIMUM �""' � � AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, � O O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a88 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O O OF THE: OWNER/BUILDER 7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE &RADEMARK OF A LUMBER GRADING OR INSPECTION ACENGY 6. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE Z 't m 0. Lo m WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. BL MARK OR O.C.5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS b. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GONT. CONTINUOUS G ON CENTER 1 SHALL BE CLARIFIED WITH THE ARGHITECT/EN6INEER BEFORE PROCEEDING GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHAE MA INSIGNIA OF THE 6RADIN6 A6ENGY WHICH COMPLIES WITH THE q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. WITH THE WORK. g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE DBE. DOUBLE OGC. OCCUPANCY -� = O P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qg. 11- m 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 -- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DAYS OF 4,000 P.S.I., U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Z LU _I UNLESS APPROVED BY THE ARGHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE Q ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I 110.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH DIM. DIMENSION P. GONG. POURED CONCRETE -� 00 -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN z 0) O APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED D.J. DECK JOISTS PL. PLATE Z (0 WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. T-i � 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. J 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING EA. EACH PLYWD. PLYWOOD Y p q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 5-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - DOGUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL (1) WALL TIE PER (5) 50. FT. ELEV. ELEVATION P.T. PRESSURE TREATED ___ Q Z T-I 10. OWNER/BUILDER ARE RESPONSIBLE: FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT REQ'D REQUIRED -j CV CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ILL W (U vi 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXIST. EXISTING Ri RISER L� m Lo AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF F APPLY (I) GOAT 2" TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I` L!') PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOTING TO 2" ABOVE FINISH GRADE. [EXT. EXTERIOR RM_ � ROOM 0 J 0 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE 12. THE ARCHITECT 15 NOT RETAINED FOP, SUPERVISION OF THE WORK AND 15 EXCEED b'-O" AND AT EVERY &'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS lb. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENOINEER. NO RESPONSIBLE FOR DESIGN INTENT ONLY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO STL. STEEL IS. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. 17. NO ADDITIVES SHALL BE FLAGED IN CONCRETE UNLESS SPECIFIED BY F.A.V. FRESH AIR VENT S.V. SMART VENT LJJ 14. THE CONTRACTOR COMPLETION OF KEEP WORK, THE PREMISES RETRAGTORLS GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA57ENIN6 SCHEDULE AS 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ENGINEER. _____ m TIMES. AT HALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF FINISHED FLOOR TBD TO BE DETERMINED F=- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWIN65, f6. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND BROOM GLEAN. 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED 6LA55 W 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL A. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A F.J. FLOOR JOISTS THK. THICK ~ V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 636 SPECIFICATION FOR GYPSUM MIN. 10" DEEP PROJECTING b' ON EACH SIDE OF THE FOUNDATION WALL. _ _J AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G�q PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FOUNDATION T.O.W. TOP OF WALL V SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. m I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF Ill. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING IFRCE ] FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED i COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF AS IN SOLID B SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" FR. FRAME TYP. TYPICAL a.- 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. DEEP 8 3'-O" BELOW GRADE. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA C22;WHERE DRILLING R AND/O GUTTING OCCURS, FIELD FRPR. FIREPROOF U.O.N. UNLESS OTHERW NOTED ISE NO D \ ARCHITECT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER L& STRUCTURAL PANELS: GLASS WINDOWS AND DOORS A6AIN5T ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INGLUDIN6 METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL HE WOOD I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Lb.l. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. 6LAAN DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GYP. BD. GYPSUM BOARD V-I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY H�D HOLD DOWN VA WITH ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLASS ODORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, H D R HEADER WD. WOOD \WHOLE C IN PART U ANY NEGLIGENT ANYONE OR DIRECTLY ON OF THE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWIN6: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BYE ANY OF THEM, OR ANYONE FOR WHOLE ACTS ANY R THEM MAY B. GEORGIAUSS IST PACIFIGI 2IOE &--P LAM OLAM 1.5.2. ORIENTED-STRAND BOARD (O5B), WAFERBOARD ORIENTED-STRAND 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HNGR HANGER ZR ZONING RE50LUTION BE LIABLE RE6ARDLE R UN WHETHER OR NOT IT 15 CAUSED IN PART BY A MANUFACTURER'S 5PECIFIGATONS. PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET HOR. HORIZONTAL A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION GORE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. b. PROVIDE FLASHING PANS UNDER ALL SLIDING &LA55 DOORS, WINDOWS, OR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S Le,.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL AUTHORIZATION OF THE ARCHITECT/ENGINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI014.1 0ELLUL0510 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ,20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE IREQUIREMENT5 OF U.S. TCHRACTEI ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE 57UD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING,CHARACTERISTICS FACTOR, OLL AREA, VENT AREA, AND EGRESS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. 22. PROVIDE FIREBLOGKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. E WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE T UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED 6LA55. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. II, EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CONTRACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE NOTES, AND TABLES ON PAGE 0-003 6 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B Ib.2.1 SQUARE AND CODES AND REFERENCE STANDARD: MISSILE TEST OF ASTM Elggb AND A5TM E056 AS MODIFIED BY 2020 NYS BG SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH AN51/ ANSI/DASMA 115. Z STATE ENERGY CONSERVATION CONSTRUCTION CODE. SHEARWALL 5Y57EM (INSTALL AS PER APPLICABLE DETAILS b MANU. SPEC.'s). ASME BI6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE#II ABOVE, WOOD STRUCTURAL PANELS WITH 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING CONNECTIONS OF 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A, THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN b' SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN v WOOD FRAMING, AND CONNECTION TO FOUNDATION - PAP WOOD FRAME WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND CONSTRUCTIONAMER MANUAL BY THE AMERIGAN FOREST PAPER A550GIATION TREATED WOOD B FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE (AFbPA) AMERIGAN WOOD COUNCIL (AWG). PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS all WALL w/ STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/ (2) I/2" O ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT PLUMBING CODE. GORR0510N-RESI57ANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. w 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N.). GRADE 35 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL Q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY PLUMBING ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 1, CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) IN A SHEARWALL, ALL ANGHOR5 MAKING AN ATTACHMENT ARE TO BE w/ TABLE R50I .-7 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC, 57ANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. CLIMATIC GEOGRAPHIC DESIGN CRITERIA SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS.CODE, NFPA 'i0 AND 2020 NEW YORKSTATE ENERGY CONSERVATION U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya" BENT PLATE b" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CONSTRUCTION CODE. w/ 6" RISE 8 w/(2) s/a"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 6ROUND SNOW LOAD 25 LB5 SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION ALLOWABLE ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND AT BASE OF VERTICAL WA5TE PIPES. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH LU BI N 6ENERAL WIND PROTECTION CONNECTION NOTES: I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/b" PER CONSTRUCTION; 55TO 10-gq AND 20I& SE36 HIGH WIND EDITION WOOD FRAME MANUFACTURER'S CODE EVALUATION REPORTS. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATE60RY B CONSTRUCTION 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE FOOT. L/lbO I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 2.2•1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 1&.6.1 W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOODSGREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: LINE. b 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - DISH WASHER.........................................2" - KITCHEN SINK........................................2" INTERIOR WALLS a PARTITIONS H/160 2765 WELLS RD. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INSULATION WEATHERING SEVERE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED - LAVATORY...............................................21, BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. - SHOWER/TUB..........................................2" FLOORS 4 PLASTERED CEILINGS 1-/360 FROST LINE DEPTH 3'-O" PECONIC NY 11958 FOIL TO BE PLACED TOWARD WARM SIDE. - TOILET........................................................5" 3. METAL PLATES, CONNECTORS, 50FEW5, BOLTS AND NAILS EXPOSED 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S - LAUNDRY .. ...........................................2" DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SPECIFICATIONS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION - FLOOR DRAIN ........................................3" ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 5. NAILING OF ROOFING SHALL BE TO CODE. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE I ICE BARRIER REQUIRED YES 4. WHERE WINOOW5 AND DOORS INTERRUPT WOOD STRUCTURAL PANEL FOUNDATION WATERPROOFING. THROUGH ROOF. GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE "1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES 1 L/240 ' PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS PERMITTED 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. - q" R-30 FOR FLAT CEILIN65 DRAIN COCKS AS REO'D. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW I '7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UND R ERLAYMENT FO - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS PROTECTION. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES I L/120 I STRUCTURAL DESIGN CHARTS 5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS - 5.25" R-21 FOR Vxb" WALL CONSTRUCTION WITH BACK FLOW PROTECTION. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF b. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS RAFTERS. THE SEALANT TO UPLIFT FORGES U51NG ASTM D 6561. g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL SITE WORK b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MECHANICAL CONNECTIONS: I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR HEALTH DEPARTMENT STANDARDS AND REGULATIONS. STRUCTURAL DESIGN LOADS PAGE: 2. VERIFY ALL GIVEN DATA ON DRAWIN65. N THERE IS A DISCREPANCY, APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR G-OO2mOO '7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMPSON" MAY BE TO CONGEALMENT OF PLUMBING. USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. RECEIVE GLARIFIGATION FROM ARGHITEGT/EGINEER PRIOR TO PROCEEDING. T b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING N NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR BALCONIES 40 psf IS psf BY "SIMPSON" MANUFACTURER. SITE STOCKPILE ALL EXCAVATED MATERIALS NOR ANY POTENTIAL DAMAGE THEREOF. . . OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DECKS 40 psf 15 sf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES p P BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF "1" IN GONGRETE/MA50NRY INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE DATE: 07/17/24 2 OF 20 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOUNDATIONS. ANCHOR BOL75 SHALL BE LOCATED WITHIN 12" OR CORNERS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PASSANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4 ON CENTER. LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. GYPSUM HALL BOARD 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ATTICS WITHOUT STORAGE (MAX CLEAR HOT ( 4211) 10 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER ELECTRICAL: ATTICS WITH STORA6E (MAX CLEAR HOT > 42") 20 sf 15 sf MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. I• ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM p p 2. ALL 6YP5UM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS TO 201-T NATIONAL ELECTRIC CODE, NFPA -TO AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER ENERGY CONSERVATION CONSTRUCTION CODE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf y 1 ,.•�� DEEMED APPLICABLE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED c_\ � _ 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON SLEEPING ROOMS 30 psf 15 psf '4 r 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 7 VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY COMPLETION OF WORK. �`eI G ', (WHERE APPLICABLE) AT HEAT PRODU61NO EQUIPMENT TO EXTEND THREE FEET ARCHITECT IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: STAIRS 40 psf 15 psf °�'- `� .- EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - GE`.NERALLY,VERIFY OR PROVIDE HARD WIRED may. 6. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM SMOKE DETECTORS w/ BATTERY BACK-UP IN: 6 CONCRETE PANELS OF 5/b" THICKNESS MINIMUM. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED GUARDRAILS AND HANDRAILS 200 psf 15 psf � 4� , ',,' BEAM HANGER ONLY ALONG W . ITH SPECIFICATIONS LISTED ABOVE. ? - - 11 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE A. EACH SLEEPING ROOM i r 1�_., TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 12 sP FOR ATTIC f-I- " r` TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. B. OUTSIDE OF EACH SEPARATE SLEEPING ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psP FOR LATH. ` I - "I MEGHANIGAL. FUEL OAS: p 1 ®� ": AREA IN THE IMMEDIATE VICINITY OF �h ® -Tt 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND THE BEDROOMS (GENERALLY THE HALLWAY) ~<.��1 " I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/ THE ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH f. ALL OPENINGS. NYS MECHANICAL GORE AND FUEL GAS CODE G. EVERY LEVEL OF DWELLING *ALL 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) TYi� GA>L NAIL NC/STRAFF I NC REOU I RDl ENTS FOR -- HOL.DOWN DETA� L S -- -- - - FASTENING SCHEDULE A -- Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F F T, SHEAR, $ L A TE RA L WIND RE S S T A N G Z I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q - O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, W Z_ O - 04 AND ROUGH OPENING FRAMING REQUIREMENTS) J 'H ALL STRAPPING TO BE I1 x 20 GAUGE - 51MPSON EQUIVALENT - 0520 COILED STRAP 4 � ) 'I ALL NAILING IS A GENERAL SPEGIFIGATION IT APPLIES UNLESS NOTED OTHERWISE W FUSE IOd NAIL5 IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J Q W FASTENER 5PEG. FASTENER Z HOEDOWN HOEDOWN B CONNECTION A DESCRIPTION AND QUANTITY SPACING (n Z � - .� FOR NEW S EXIST. F- Ln � � � I ROOF � GE I L I NG FRAMING FOUNDATIONS ^ 0) O I.DIM's ARE ALL MIN.We BASED ON USE OF ONLY A Ibd Q O O •~""~ COMMON NAIL w/o PREBORED HOLES. ENDWALL ENDWALL "„•,„ -~~"' RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER a- Ln cr (5) 2x FULL (5) 2x FULL CORNER STUD -~ """ AT RAFTER TO RIDGE �" 2 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE --- - �" d' m HEI6HT STUD HEIGHT STUD CONNECTED TO " R•R• 211 n SERVICE Z CORNER STUD .° C.ONNEGTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PACE C-005 PER JOI5T O TRANSFER SHEAR CONNECTED TO B.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL -•1 TRANSFER SHEAR "SIMPSON" HDOS N (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL = Q FOR STRAP - 3 8 d COMMON • • • • GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP HOLDOWN ANCHOR a 2-16d COMMON • . • " HOLES,SET NEW MEMBER. z 2-I6d COMMON " NAILS a EA. END OF STRAP. ' Z NAILS ® 6" O.G. LOCATIONS NOTED NAILS ® 6 O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) a-Ibd COMMON EACH LAP W 10" O.G. IF BLOCKED ON PLANS IO O.G. IF BLOCKED ` ,,;... 1 • • a J CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIES f" 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO ; 00 CORNER POST "" �"'"" ROOF SPANS OF 24' OR GREATER, x TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-005 PER TIE O ..4, GRAPHIC BELOW) 4 I Z USE 8 d COMMON NAILS ® O "SIMPSON" HDQS " • ... b.DIMENSI0 5 ARE DERIVED FROM THE ND5 COMMENTARY r"I HOLDOWN ANCHOR ® - A EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END J SECTION 12.4- PLACEMENT OF NAILS d SPIKES d TABLE � O LOCATIONS NOTED ° d 5LOPE5 OF 5:12 AND GREATER. OR 4-1. -- - Y , ON PLANS �� RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Z CONNECTION BI 52 - ---- ------ � —� N AT RAFTER TO TOP PLATE TO 5TUD WALL FRAM I NC U. w co HOLDOWN INSTALLATION OPTIONS: CONNECTION: �r�, ""•--" _ -- .-~~"Y LO B2 .•~""'" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT O Q FOR NEW P. GONG. FOUND.'s . " FOR S-RAP - 3 8 d COMMON NAILS a HOLDOWN CAST IN PLACE w/'1/a"4) THREADED ROD .~'' - -- ~ o • . EA. END OF STRAP: ' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG, OR NEWLY CURRIED FOUND.'s " . . SEE N WHEN IN TOWN OF ISLIP OR NAILING THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ''� "� �'1O�M5 GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY --- B� MAX. NAILING GRID ABOVE UTILIZE STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. W ADHESIVE), 6 FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT SIMP50N # H2A (OR EQUAL) RAFTER TIEA M (H16H STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGE51 FOR TOENAILING - 3 8 d COMMON NAILS w �� �"" FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • _ FILL TOP 2 COURSES 50LIM 4 CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2 Ibd COMMON PER STUD W w/7/8"m THREADED ROD CONNECTION `-"--. .". FOR G.J. TO R.R. - q 16 d COMMON NAIL5 AT G.J. TO G.J, CONNECTION: BAND JOIST, H REQUIREMENTS FOR , BOTTOM PLATE TO FLOOR JOIST, 2-I6d COMMON I� PER FOOT V RAISED C.J.'s (WHEN ENDJO15T, or BLOCKING (PAGE-NAIL) _ _J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOLDOWN 'G! HOEDOWN 'D' _ _I�_d COMMON NAILS -_- - - -- -- --- e J FOR G.J. TO G.J. d COMMON NAILS FLOOR FRAM I NO Q \_ FOR NEW d EXIST. FOR NEWLY POURED CONNECTION CI $ 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST y� FOUNDATIONS FOUNDATION ® ONE STORY ONLY • -- �' HE36HT STUD ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END CORNER STUD CONNECTED --------- CONNEGTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END "' ' ` "SIMPSON" HDQS TRANSFER SHEAR _ - HOLDOWN ANCHOR ® 2-I6d COMMON (5) 2x FULL • ; AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION: BLOCKING TO SILL or ' HEIGHT 5TUD ~~.•~~'"'" • TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 - I— ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM FACE-NAIL 3-Ibd COMMON EACH JOIST CORNER POST ( ) i I 'III NAIL5 ® EA. END OF STRAP - -- -- ----- - I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JO15T " ^I FOR EA. PLATE TO 5TUD ABOVE 8 OR / 2-I6d G MON ` I I BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® 6" O.t. ``••, ••"' ° o :;T, r �`"•^ """ '""'""""""'�� BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ` ROOF SHEATH I NG STRUCTURAL PANELS: ID 11 B�OGKIN6 �! PERIMETER EDGE ZONE 8 ad COMMON b" EDGE /b" FIELD d ` INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a SIMPSON" 5T D14RJ GONNEGTION DI D2 HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.C. FOR NEW P. GONG. FOUND.'s r I - UP TO Q" RAKE OVERHANG HOLDOWN CAST IN PLACE w/7/8"cP THREADED ROD AT STUD TO FLOOR ASSEMBLY TO 51 LL GE I L I NG SHEATH I NC FOR EXIST. P. GONG, OR NEAL.Y CURBED FOUND.'s • '7/8"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 - CONCRETE w/ "SIMPSON' SET(HIGH STRENGTH EPDXY 07 I/2" MIN. -- - — l --- --- FROM ° ° """""""""""""" II I �� GYPSUM WALLBOARD � 5d COOLERS � 'i" EDGE / 10" FIELD ADHESIVE), # FOR TEMP.'s O°F-40°F USE "51MPSON" AT CORNER FOR STRAP - 3 8 d COMMON NAILS a EA. (HIGH STRENGTH ACRYLIC, ADHESIVE) ONE ON ` �,' I ° ' END OF STRAP (WRAP STRAP UNDER SILL FL) W,4LL SHE TH1NC FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE w/'1/8"O THREADED ROD \,� I6_ d COMMON NAILS M 'J STRUCTURAL PANELS - ----- - - FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN ° ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - - --- ad COMMON 6" EDGE / 12" FIELD � ALTERNATE CONFIGURATION - ABOVE STUD TO I1'I GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD NA N�.� �TRI I I N Y ND®Y �4 D®OR I I l"�D R ~� ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR -----_-- ad NAILS STRAP EA.(3E)ND - — _— L -- --J z / 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES 2 X`" •.,, " OF EA.STRAP TO W EA.JOIST-(FOR FLOOR SHEATHING (SUSFLOOR) o ALTERNATE USE NOTATION: 51MP50N H2.5A) ---- - - — -- - - ------------ L) A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7, P. 184);WHEN STRAPPING STRUCTURAL PANELS: CONNECTION E " .~ ~~' I" or LESS: REQUIRES OVER 14 NAILS,USE SIMPSON 0516 STRAPPING (OR EOUAL). ",.. -~""" 10 COMMON 6" EDGE / 12" FIELD � IOd COMMON ( b" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.23B, P. 2aU --- --- - ••,,,,,,,„".••~• GREATER THAN I I • NAILING REQUIREMENTS ARE BASED ON WALL 5 C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 5.250, P. 292; ..," ALTERNATE AS PER TABLE 3.23D,P. 293) • I _ 1 W D D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD To END OF HEADER® EA. SIDE HEATHING NAILED 6' O.G. AT THE PANEL EDGE. A (2018 WFGM, TABLE 3.7, P. 189) AT 5TUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. o FOR EXAMPLE IF WALL SHEATHING I5 NAILED . L D 3' O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E 2F P. 2ba PLATE 5 CONNECTION E - NUMBER OF JACK STUDS ® EA. END OF HEADER 2018 WFGM TABLE 3.2 ) ( ° ( SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE ° d ° ° ° AD P A I° SLAB ON GR E A PL I G TON• ALTERNATE CONNECTORS SH ALL BE USED TOM MA INTAIN NTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2018 WFGM TABLE 5.8,P. Ia1) °d ° d ° 2 _ PROJECT: WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS THE TABULATED NUMBER OF E ° NAILS SHALL BE FERMI TTED TO BE REDUCED TO i-IbD NAIL PER FOOT. "•"""''�••".... ° FOR STRAP - 3 8 d COMMON NAIL5 ® EA. -- - --- -- -- - -- -- - - ----- ° ° a - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4' ON EACH FASTENING SCHEDULE B ~•-� " "" ° ° d a END OF STRAP (WRAP STRAP UNDER SILL FL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REOUIREMENT5 SHALL BE LlJ B I N d° F ROUGH OPENING FRAMING REOUIREMENT5 FOR WINIDOW/DOOR OPENINGS `"" -..,,_ ° ° Q° - USED. FOR EA. ATE O STUD ABOVE 6 OR (! PLATE T TU BELOW IN ACCORDANCE WITH O FRAME GO S I MANUAL IS D( RD W OD ME N TRUGT ON M U L 20 E ITION) .. 2 16 RESIDENCE ___ _ d COMMON NA ' I NOTATION ROUGH F` B G D E F G S I GNAGE FOR 7RU55 TYPE, PRE-ENGINEERED I OFN5 - WOOD, AND/OR TIMBER CONSTRUCTION 2765 WELLS RD. p - - ------ ,Ij - r--- THE O I G A.2'-0" 3 I I �II I I I F LLOWING 5 N GE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED _ PECONIC NY 11958 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE 4'-0" j'!! b 1 2 2 2 2-- S � I Ci I NC O T® L-AT GABLE ENDWALL RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" a I 3 3 3 3 BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: -- — (B) - REOUIRE5 SILL PLATES OF 2"xb11 (MIN.) 1 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT a'-o" 12 2 3 4 4 4 TOP PLATE - - - --- - - BLOGKIN6 2 LE55 PROVIDE sPucE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKIN6 0 12"O.C. LENGTH 4'-0" O.C. TO AGHEIVE RAKE O.H. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 54C - 10'-0° 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF BE "�" "II", "III", "IV", CLASSIFICATION SS TO INDICATE FASTENING SCHEDULE THE CONSTRUCTION GLA551FIGATION OF Oil BUILDING MINIMUM SPLICE"�� BUILDING MINIMUM SPLICE THE STRUCTURE UNDER SECTION 602 OF DIMENSION (FT.) LENGTH (FTJ DIMENSION (FT.) LENGTH (FT.) THE NYS BG. i TYP. STRAP w/(5) PAGE: 8d NAIL5 EA. END DESIGNATION FOR STRUCTURAL 12'-O" 12'-O" 3'-O" OF EA. STRAP -- 6 DIAMETER I6'-011 3'-O"/3'-a" I6'-O" 4'-O° ATTIC COMPONENTS THAT ARE OF TRUSS TYPE, ANG+�OR BOLT SFEG I F I GATI ONS — PRE-ENGINEERED WOOD, OR TIMBER %2�00& 00 20'-01, 4'-O"/5'-0" 20'-011 5'-O" BLOCKING 2 B CONSTRUCTION AS FOLLOWS: AYs - "F" = FLOOR FRAMING, INCLUDING b"-12° SPECIFICATION (201b WFGM TABLES 3.2A 4 3.2B, P. 151-160) I GIRDERS $ BEAMS 24'-01, 4'—O"/5'—O" 24'—O" 6'-011 BACK® 4-0 o.c. - "R" = ROOF FRAMING DATE: 12/08/23 3 OF 20 CORNER � CONDITION 39 FOR ALL STRUCTURES: 5 II - "FR" = FLOOR ROOF FRAMING • /e (P ANCHOR BOLTS 0 31 O.G. ----- _ - - - iv 32'-0" 6'-0"/7'-6" 52'—O" a'-O" SECOND FLOOR 1 11 I 11 I 11 1 11 1 11 NOTES: I.TABULATED SPLICE LEN6T'HS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE I II I 11 1 II 1 II 1 11 P a „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO ( 40-O 8-O /10-O i 40-O I I-O { F�° .�'• 1. MIN. •7 EMBEDMENT INTO CONCRETE BLOGKIN6 2 BAYS • PROVIDE AN EQUIVALENT NUMBER OF NAILS -- -- - - , — - - - -- BACK® 4'-O" O.G. W 3 SQUARE WASHERS AND END NUT SETUP; p} END II ' 1_ 11 1_ 11 1_ 1 I 11 1_ 11 , ;ri 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50 O 10 O /12 b' 50-O 13 O TYP STRAP w/(5) „ . • CONDITION IN EXPOSURE B ; N TOP TWO COURSES SOLID ad NAILS EA. END y STROKE i 5.TABULATED SPLICE LENOTH5 ARE BASED ON 6 FOOT WALL b0'-O" 12'-011/15'-O" 60'-O" I6'-O" OF EA. STRAP r t .fl HEI&HT5 FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -70-O 14'-0" '10-0 I -O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 11 " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): -- � ''•* " 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 � 12 FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 (SEE DIAGRAM TO LEFT) IO'WALL - 1.25 BLOCKING 2 BAYS REFLECTIVE REFLECTIVE II'WALL- 11.5 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOEDOWN LOCATIONS 12'WALL- I.5 FOR 10'-0° WALL RED PANTONE WHITE 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL #IS-i MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UP OIRDERS, 5 OR MORE 5UFFORTS I /- � I� I I,�I � I/� a) (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A F I REBL.OGK 1 I`(5 FOR FLATFORM Y`4OOD FRAM I I O Q V WORK.INO KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENOINEERED LUME3ER [le. WOOD I-JOISTS] SEE MANU. 5PEC.'s FOR ADDITIONAL INFO.) 0 1= AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) --------- - BETWEEN v6 W Z O CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED J _ 04 PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOGKI NO UNDER LOAD BEARI NO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.32' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER -_----=_- -- _ - AS FIRE-STOPPING. W NON—LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)Row510d NAILS a 12"O.C. Q w � THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST 5TUD5 STUD B (5)ROWS lod NAILS• 12"O.G. 04. SUPPORT. �O TWO ADJOINING JOISTS, OR MORE SERVES AS FIRE5LOPPING. F— Z o P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O to SUBFLOOR (2)ROWS i/2" BOLTS O 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J Z SUBFLOOR G DEL.m ENDS Two-PIECE PLATE SERVE A5 FIRESTOPPN6. J SOLE PLATE BUILT UP GIRDER P MAX.52" NAILING: LO Y v (2)Rows 1/2" m BOLTS o 16"O.G. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 0 50LE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 51ME WITH IOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. 0 O C) E (2)ROWS I/2" m BOLTS o 24"O.G. � -- BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH ADISTANCE 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 0- Lo cr 000� F (2)ROWS 5-5/a"TRUSSLOGK SCREWS• 12"O.G. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL j OR OF NONCOM-BUSTIBLE FILL. �' m SCREWED ON(1)SIDE of MEMBER - - J_ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH - 6 (2)ROWS 5-5/6"TRU551-OCK SCREWS® Ib"O.G. 51DE W/ IOd NAILS, TWO NEAR EACH END OF EACH - 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON(1)SIDE OF MEMBER „ _ _ _ _ _ I _ AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = ___ ----_ JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 �� 0 H (2)ROWS 5-5/5"TRU55LOCK SCREWS a 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. JOIST SCREWED ON(1)51DE OF MEMBER — Z I W MAXIMUM OFFSET THREE-PIECE — — 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND J ll(2)ROWS 5"TRUSSLOCK SCREWS 0 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d \ a J JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P \ — - 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS J MATCHED SIZE OF BLOCKINGAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. _ - SERVE A5 FIRESTOPPIN6. 00 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND (2)ROws 5°TRu55LocK SCREWS® Ib"O.C.oc 4 T PIECE, ING_UDING INTERMIDIATE JOINTS, AND w/ THE �� � � CF Q SCREWED ON BOTH SIDE OF MEMBER ; � I PARTITIONS a 52" O.G. BLOCKING STUD - —---- OTHERS STAGGERED W A DISTANCE OF NOT MORE , 3 8. THE HEADER SERVES AS FIRE-5TOPPIN6. Z 0") co L (2)ROW5 V TRUSSLOCK SCREWS• 24"O.G. BETWEEN 1/6 4 of A THAN 32„ 4 1 BETWEEN NAILS IN A HORIZONTAL LINE. - / J r SCREWED ON BOTH 51ME OF MEMBER / DOUBLE PLATE L------ -�-- _ � �� � --a � Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL �c Q - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z >: 4 GE I L I NO BRAG I NO FOUR-PIECE CIDERS ARE TO BE A55EMLED AS STRINGER TO SERVE AS FIRESTOPPING. GANTI LEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED -� Q Z r"I OA5LE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. - - _ 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR J cV 4 CONNECTION PATTERN 'B'WHEN 10' OR LARGER p - FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH W (p /STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORIN6: 2 \ �. APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO m r-I OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT uP rVRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO j 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH I` O LO 5UBFLOOR SOLE PLATE 2"x4"CONTINUOUS &ABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF Q TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR ( `j THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 LATERAL BRAGS O b'O.C. BOLTED TO STEEL COLUMNS. BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL a M PLATFORM FRAME CONSTRUCTION 5HRINKAOE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON N D DD LINO FATTERNS FOR S E LOAE BEAMS Oc . FLUSH I I LEAS> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10)ad -LOCATIONS REQUIRUN6 FIRESTOPPING- AS FIRESTOPPING. W NAILS t FIRE- FIR_ WOOD FIRESTOPPINS FIRESTOPPINA STOPPING FIRE- FIRE- SOLE U FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING STOPPING W MULTIPLE-PIECE MEMBERS rm JOIST 5d COOLER NAILS a Io" O.G. -_-- - —_ - I _ J NAILED�� BOLTED U BLOCKING 2 x4 BLOCK NAILED TO EA.BRACE - --- VERTICAL U J 2 ROW5 Ibd BROWS Ibd 2 ROPG V 2 ROWS)4' 2 ROWS 14" HHEN W/(4) 10d NAILS COMMON COMMON BOLTS•�4" BOLTS BOLTS 1[ O.G.0 a 12"OG.6 o.e.STAe� 9 a 12"O.G. a b"O.G. � R5T0 51N 20 a. STRAP TO UNDERSIDE OF Q STUD GYPSUM BOARD g TWO ROWS 12"O.G. THREE ROWS 12"O.G. LOCATION I LOCATION 2 LOCATION 5 JOISTS 4 ' 777 DOUBLE PLATE- w 5d COOLER NAILS a 10" O.G. (10) ad NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° LOCATION 4 L;.• JOIST SHALL BE LOCATED DIRECTLY NOTE` ENDWALL 5TUDS AS NOTED IN NOTES "I 4 a ° ° ° ° sAT�TNE NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS PIRESTOPPING ` OVER STUDS,UNLESS TOP PLATE 15 4" a EDGE/ 12"a FIELD FULLY BLOCKED SOLE OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS & - lY4"TYPE W OR S I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES FIRESTOPPING WOOD PIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAOSERED TWO ROWS b"o.c. LOCATION 5 LOCATION 6 a' FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE PULL _- INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. O c c c c o c o c c OVERLAID ROOF B.STAGGER EACH ROW OF FASTENERS BY 12". O C G O © O O c 2'SPACE NOT ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPINB 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING \ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL 5PACIN6. LOCATION 1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: i (� STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS 4 ad NAILS LOCATION 5 PIRESTOPPIN6 LOCATION cl o EA.END a R.R. 6.5 ROW5 OF Ibd COMMON NAILS(12"O.G)FOR DEPTH5 of 14",Ib'4 19". LOCATION 10 (FULL WIDTH 2"x BLOCKING z O OONSTRUGT 1 ON DETAILS N I ND LOAD FA7H GONNEGT 1 ON DETA I J_S TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL f EX15T OR R.R. BELOW EW NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 IOd ONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'S ALIGN NEW 4 EX. R.R. AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOIST-- -fl WOOD JO 15 CRIPPLE STUD _ - _ fl ROOF,R.R. IN LINE BLOCK I NO -a JO 15T HANOER HEADER GENERAL REG�U I REMENTS FOR GENERAL REQUIREMENTS FOR W N57ALLA71 ON OF GL I NCHED NAILS I N57ALLA71 ON OF TOE-NA I L5 O I RDER/HEADER -O WOOD OI RDER JACK STUDS L) MAIN MEMBER \ WOOD JOIST . fl �1 uj Q .JOIST FRAMINO OVER WOOD GIRDER JOIST FRAMINO FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX.,, THE LENGTH OF THE NAIL FROM THE MEMBER END, ��R LJ I N I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER--- 5. -\ I 5, No MORE THAN 2 TOE NAILS SHALL BET INSTALLED IN 1 AINSIPE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD - WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE -t BOTTOM PLATE \� _ 2765 WELLS RD. IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR DOUBLE J0I57 DOUBLE JOIST \ TOP PLATE PECONIC, NY 11958 GHIM. CHASE SECURINO @ 570. SIDE WALL \ DRAWING TITLE: WALL STUD FRAMING GRAPHICS J BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NO (SI a CHASE WITHIN PLANE OF ROOF DOUBLE J0157 FOR UNDER A BATHTUB DOUBLE J015T FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR 4 BLK'G TO R/L SIDES W/5TRAPPING TO R/L SIDES) O PAGE: TOP PLATE 0 o-1 m WIND RES STANT GONSTRU_ GT 1 ON GONNEGTORS GHIM. CHASE WALL U -------- - -------- - �' GONNEGTION LOCATION:---------_--- ---_-__-PART NUM_BER:----- N�-- --- U-004mOO OTES: 3 d RIDGE-TO-RAFTERS _ _ G520 @ 21 " APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL H- APPLY TO EACH RAFTER DATE: 12/08/23 4 OF 20 ROOF RAFTER-TO-PLATE H8 or H2.E i APPLY TO EACH RAFTER s' Nz RE01P BLOCKING • PLATE-TO-WALL STUD 0520 @ I8" TO AL16N w/ STRAPPING Qj a APPLY TO EACH WALL STUD , ® EA. LEVEL ABOVE w THE FIRST FL. 0 K Q § 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD `€` FLoowCLG. HEADER-TO-JACK STUD- G520 @ 1211APPLY TO EACH JACK STUD ' • ''-' �� CRIPPLE STUD-TO-HEADER H5 j APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 51DEWALL END ' ! SIDE �I�W PLAN �I�W IST. FLOOR-UNDER—SILL PLATE GS20 WRAP UNDER DOUBLE 51LL PLATE -- _-- _ (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWINO OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. d O Q U NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED �, WOOD FRAME (L.G. 5TL. 0 WHEN APPLICABLE) J EXISTING TO REMAII`1 NEW FOUNDATION WALL ci k------{ NEW WOOD FRAME (1_.G. Q W }. F � 5TL. WHEN APPLICABLE) O m Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J = POST FOR 4" WALLS WOOD FRAME L _J H.G. 5TL. WHEN APPL I GABLE) (MIN. (2) 2"xb" STRUCTURAL Ln P05T FOR 6" WALL5), U.O.N. O O NEW 2-HR FIRE RATED O l, O O WOOD FRAME (L.G. STL. (L Lo m WHEN APPLICABLE) Z O a O Z It Q W J _J Z (o J rl O REMOVE EXIST. DECK Z N L' W (D Ln m T-i 1` O Ln I \ I \ I \ �\ W .! I � � I `\------- ----- ----------- _ } \ LU I � \ _ J \I \ ;. I lye I I I I I i I � ti v. � o iv X REMOVE w EXIST. PURN. —I F_ -1 (- 7 7 7 — Li J - _J J � _ � L - � J - J � r REPLACE - EXIST. H Z I - W v L;j a �n� EXIST,n� o w BASEMENT _ UNFINISHED N UNHEATED w EXIST. PROJECT: ELEG ---- PANEL L U B I N REMOVE EXIST. OIL TANK RESIDENCE REMOVE EXIST. OIL TANK - ------ - - - - - - - -- - -- 2765 WELLS RD. PECONIC, NY 11958 -------- I -- J DRAWING TITLE: REMOVE EXIST. PORCH PROPOSED DEMOLITION PLANS PAGE: i ROF05E7) FOUN7A7ION DEMOLITION PLAN A% —J. Ao%k 1000 SCALE: 1/4" = 1'-0" DATE: 12/08/23 5 OF 20 (5ENEF;',AL 5Y1" 50L <ENr : Q EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT Lu 20 2 WOOD FRAME (L.6. 57L. L N WHEN APPLICABLE) J r-i EXISTING TO REMAIN f- Tq NEW FOUNDATION WALL LLJ NEW WOOD FRAME (L.6. q w >: 57L. WHEN APPLICABLE) m Z NEW I-HR FIRE RATED El MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.6. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J F- LA �c POST FOR 6" WALLS), U.O.N. CD O NEW 2-HR FIRE RATED O WOOD FRAME (L.6. 5TL. 0- Lo WHEN APPLICABLE) >- ' m Z ; O F- Z � Q . w J v J 00 DEMOLITION NOTE: Z � REMOVE ENTIRE SECOND FLOOR DOWN TO 5UB-FLOOR —� PROTECT FIRST FLOOR AT ALL TIMES DURING Y CONSTRUCTION OF NEW SECOND FLOOR Q z 4 LL w CO Lo ri r- Lo x3 � O REMOVE EXIST. DECK ----------------------------------_\-- 1 1 \ w I I \\ = J 1 \ U J I \ � --------------- \ I \ _. .. j EXIST. WOOD \\ I DECK \ I \ ------------------ \ cV REMOVE PARTIAL I ----------------- WALL \ I I I I II EXIST. 0 REMOVE EXTERIOR I STOOP in I WALL b WINDOWS I I I I REMOVE STEPS �q _ U --L------ --- --- ------L — L --------- -------------\ ---------� r------- __ == --r----, II — N s `\ w L----J --- I \� 11 EXIST.I I ---------- —� �\ II DOWN_ I ll REMOVE I EXIST. EXIST. WINDOW j 1 1—-- MUDROOM r___r GARAGE EXIST. DINING W II 1 U 11 11 II REMOVE SLOP W ROOM -U cA ® EXIST. I L_J II IIIIII SINKx _ N� KITCHEN L=_-i- REMOVE KITCHEN APP. x b GAB. W 1 XI5`. - ----------- W 1 I 1 I G�� L——_-11' ------------- REMOVE b REPLACE 1 ------------ BATH I p 1 ----- Z----------------C------ ---wQ-- t— L—I� �r—LL -J--------------- -I EXIST. PORTION OF WALL 1iFI— I 1 _ \ i� Z TO BE REMOVED FOR,, _____ _---� �r�� LLJ PROP. WINDOW I I I I I 11 IC �\I) \� L ----- ---- 1 I L--------------- 11Lu��='' ��--_ \ o ----- -----I I Sr-T-7 r----------� EXIST. F V 7 c> REMOVE WALLS I I O _ g BATHROOM 1 N o ----- - - 1 °J ------� r--� x� ---- - --� EXIST. 1 EXIST. 1 1 W Q / \ / \ 0: EXIST. 2'xIO F.J. ® Ib" O.G 1 CL. PARTIALLY REMOVELU TO OPEN STAIRCASE ABOVE _ — - - / — — — — — 0 1 ' _ PROJECT: EXIST. LIVING \ / EXIST. ROOM \ / FIREPLACE REMOVE DOOR L U B I N REMOVE WALLS b Lu DOORS EXIST. RESIDENCE 0 FOYER REMOVE b III 1 x O dJ REPLACE III 1 cV x 0 EXIST. WINDOWS III N ® BEDROOM 111 x �, ® 2765 WELLS RD. '�- W /' PECONIC, NY 11958 I I II dJ I I I I I cV I I �j EXIST. PORTION OF WALL I REMOVE RELOG. DOOR b — `� - REMOVE DRAWING TITLE: TO BE REMOVED FOR SHUTTERS SIDELIGHTS ��� � SHUTTERS PROP. WINDOW :� ��� � -------- ---_ _ _ = PROPOSED DEMOLITION PLAN T REMOVE b REMOVE b 1 REMOVE b REMOVE b REPLACE REPLACE ————--— ———————— REPLACE REPLACE WINDOWS WINDOWS I I WINDOWS WINDOWS L— -----------i REMOVE EXIST. PORCH PAGE: FROPOSED DEMOL I T I Oil FIRST FLOOR FLAN A-102mOO SCALE: 114" = 1'-0" DATE: 07/17/24 6 OF 20 n, j+'z OE I ` EF AL & I �550L I NEW PARTIAL HEIGHT Q U EXISTING TO BE DE1,1IOLI5HED i WOOD FRAME (L.G. STL. W Z O EXISTING TO REMAIN WHEN APPLICABLE) J TA NEW WOOD FRAME L..G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q W >- ��. NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O Z POST FOR 6" WALLS), U.O.N. i LO Y NEW 2-HR FIRE RATED O III WOOD FRAME (L.G. 5TL. O WHEN APPL I GABLE) a In � Z O H � Z Q W J J 0o Z O DEMOLITION NOTE: r"I O REMOVE ENTIRE SECOND FLOOR DOWN TO SUB-FLOOR Z }- 4 PROTECT FIRST FLOOR AT ALL TIMES DURING Ix H CONSTRUCTION OF NEW SECOND FLOOR V' W CO I` O Ln w H U W III- CU r--------------------------------- ----------------------- I Q I I REMOVED EXTERIOR r .y WALL d WINDOWS REMOVED REPLACE I BATHROOM REMOVE I HALF-WALL i _.,. I ---- -- ____ -_ I �_- -I -Ir -----�-1 1�--- __----� - ---- r--------------------------- -------------------------- Z � � - ----. ---------- I1 1 TI -------------------------------------------------------- I -� EXIST. BATHROOM I 1 1 a� 1 1 1 REMOVED 1 EXIST. �� z-----N I ---- ' EXIST. 1 �---- i SKYLIGHT -----� 1 GL• o O ----�-� II I I 1 1 r--- o U �,=� �I EXIST. n „� EXIST. 1 (I 1 71 II1 1 BEDROOM r o� 4, EXIST.1 r REMOVED INTERIOR \ \ WALLS d DOORS --- ---� I---- -� 1 ------------------- -------- -------------- �I - n J--- ---- EXIST. - ----- i� ---- --------- -1 i' i /I DOWN---1 ----------------------------- ---------- �i \ EXIST. / EXIST. L� \\ HALLWAY / REMOVE ��_ _J BONUS ROOM REMOVED WALLS WALL5 $ 1 DOORS II x Q i DOORS t 11 i 11 71 i1 II 11 j - ----- ---------------- - I REMOVE ROOF ABOVE ------- --------------------------1 1 1 EXIST. 1 REMOVED BEDROOM _ --- ----------------------J WINDOWI--------- 1 III ------------------------------------------------------ III I I EXIST. UA Z ~ — BEDROOM r--- O JI ' EXIST. --- - v -- L-- --- G .' ° 11 1 --- -- - ----------I ----------- REMOVE I WINDOW 1 1 REMOVED REMOVED I ROOF ROOF I r I REMOVED I I REMOVED 11 REMOVE LU 1 ABOVE ABOVE I I ROOF ROOF I ROOF Q II I ABOVE ABOVE 0 _ PROJECT: I I EXIST. � I I �-J i r�_� STORAGE 11 EXIST. III EXIST. 11 EXIST, LU B I N I I STORAGE I I I STORAGE I I I I STORAGE 1 -- --- _----_- -- _ _ 1 - -----1-I RESIDENCE REMOVE EXTERIOR i WALL d WINDOWS 1 2765 WELLS RD. REMOVE ROOF PECONIC, NY 1.1958 DRAWING TITLE: PROPOSED DEMOLITION PLAN PAGE: FRCFOSEI7 I7EMOL I T I ON SECOND FLOOR FLANon SGAL.E: 1/4" DATE: 12/08/23 7 OF 20 (5ENEF�AL SN'�50L ' ENr Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 W Z O WOOD FRAME (L.6. 5TL. W � N WHEN APPLICABLE) _.I � EXISTING TO REMAIN rl NEW WOOD FRAME (L.6. NEW FOUNDATION WALL Q W STL. WHEN APPLICABLE) m Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 U) Z WOOD FRAME (L ® " J.G. STL. POST FOR 4 WALLS � � Y WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H J P057 FOR 6" WALLS), U.O.N. O O NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5TL. 0- L WHEN APPLICABLE) Z O FOUNDA ION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Z it T TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 'D D Q J_ 11_`3 w00 FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD ANDO n w O • (2) 2"xb" P.T. SILL. PLATES w/COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS p - O d SILL SEAL Z 0) O • ANCHOR BOLTS A5 PER PAGE 6-003 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION J T-i e'I • P. GONG. FOUND. NALL AS PER DETAIL UPON SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR Z • P. GONG. FOOTI 6 5 PER DETAIL ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER p Z N • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ENCOUNTERED ri • B.O. FOOTING 3'-O" BELOW GRADE MIN. p fJ $0` • I/2" EXPANSION JOINT a PERIMETER OF SLAB (WHEN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS N 38'-I" 23_3 LL. W O APPLICABLE) • AIR STOOPS(WHEN APPLICABLE)CONC. FOR PORCHES/PATIOS / 4. ALL FOUNDATION WORK SHALL BE 4p00 P51 POURED CONCRETE AT Q a 11 9 2 O a Lo 'PLIGABLE) 2B DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE 2 5'-q" 14'-q" 12'-q" 4'-II" _7 -° - 7-7 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y e„ J O FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED - - - - - - - - - - CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT HOEDOWN: NEED TO BE EPDXY COATED F- - - - - - - - - - - - - - - - - - - - - - - - - -- r O HOLDOWN 'D' A5 PER PACE 0-005 b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 6 13 I : LLJ SHALL BE STA66ERED T PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN .: 12 NEW WOOD I _ IIIII _ O BEAM POCKET (T1'P.) PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, /1 DECK ABOVE B • n C) COVERAGES, AND PLUMBNE55 - 1 O_ �' I r W �'-4" 5. CEMENT SHALL CONFORM TO A5TM C-55 FOR STANDARD WEIGHT TYP. 5TL. COL,: s 'i-4' p I L' F_ V 1:. CONCRETE "i-4" � � 2 J O SEE NOTED DETAIL AS PER PLAN ,�• F -1 OIb"xI5"xl2" DEEP P. CONC. PAD FOOTING GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE A5 PER NOTED DETAIL (TYP) q I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 4 4 4 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 3 �+ OIb"x8" DEEP P. GONG. CONTINUOUS FOOTING HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE 5 5 UNDER-FLOOR ;_ *• AS PER NOTED DETAIL (TYP.) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS 6 VENTILATION - `�`� NEW CRAWL I rr FOR WOOD STAIR'S ® GRADE: 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL r r SPACE AAA 51q S.F. O 4" THK. P. GONG. PAD 8" W 6 WIDE x REG'D LENGTH UPON CONFORM TO AGI 50 . T ' b" 6RAVEL UNDER 2"xl2" P.T. STAIR STRIV6ERS ® 10 % REG. S.F. PROV. MAX. IV' D.G., U.O.N. (MIN. 3 STRINGERS) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / 11 VENT is 12 SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 5.5 S.F. 4.0 S.F. TYPICAL LEDGER BOARD ® EXT. DECK: TEMPERATURES WITHIN ID° F OF CONCRETE. REG'D OI. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 16 P .' 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D.CAL. LAG BOLTS 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. ® 16" O.G. REMOVE AS REG'D. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 6.'SIMPSON' (OR THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE EQUAL) PERMITTED WHEN NECESSARY. ( 6 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING B WINDOW( OPENING BENT OVER TOP E VOE OF LEDGER BD. "i. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55' F OR HIGHER I IN-FILL z 5. SEE NOTED DETAIL AND SHALL BE WITHIN IO° F OF CONCRETE TEMPERATURE. EXIST. SLABUNDER-FLOOR AREA VENTS 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 12 _ ABOVE O NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER q NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 2020 IRG R408; INSTALL AS PER MANU. SPEG'S WITHIN PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 4 5'-0" OF BUILDING CORNERS 5 (ASTM G4114/04g4M, TYPES G AND E). ' FOUNDATION WALL. OPENING: rn 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GR055 SECTIONAL : PROP. NAVIEN X 10 I. 3'-O'x3'-6" MASONRY OPENING IN FOUNDATION AREAS EXCEED ONE 5GUARE INCH. #NPE-180A2 150,000 co 2.5EE NOTED DETAIL _ OUT5IDE 57Uh, I 1 11. ONCE CONCRETE: 15 PLACED. CONCRETE SHALL NOT BE EXPOSED Q 'SHOWER., WALL HUNG FREEZE PROOF HOSE BIB: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PAYER OTANKLE55 WATER II FASTENED w/MASONRY ANCHORS (PRECISE REACHED A COMPRESSIVE STRENGTH OF 800 P51. LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) HEATER (OR EQUAL) 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 (PROPANE) NEW UN-REINFORCED P. GONG. SLAB _ _ _ 12 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON _ - + -f3 _ _ _ _ -I --o _- - --o-I - - - - - - - - -0 2. 6 MIL POLY VAPOR BARRIER UPON - EX15TINS GIRDER _ 14 L - � � � L - J L - J j 3. 4" (MIN.) GRAVEL. BASE HOT WATER PIPING INSULATION: - TO REMAIN MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE FOUND 4 POSTS FOR ND. DECK: INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE r - 13 4"x4" P.T. WD. POST b 12" 0 P. GONG. SONOTUBE FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 t R403.5: PROP. NAVIEN AS PER NOTED DECK DETAIL (TYP) #NFB-200H IQcI,000 N I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING BTU/h Z FLUIDS >I05°F OR <55°F (R403.4) NEW MECHANICAL NOTES: WALL HUNG w 14 1. PROP. WALL HUNG NAVIEN BOILER 6 PROP. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER BOILER OR (OR 2 WALL HUNG NAVIEN TANKLE55 WATER HEATER 3. PIPING SERVING MORE THAN (1) DWELLING UNIT EQUAL) (PROPANE) 3_0 O TO THIS LOCATION 4. PIPING LOCATED OUT5IDE CONDITIONED SPACE V 2.INSTALL AS PER MANU. SPEC.'S 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB 3.F.A.I. THROUGH WALL PROP. 600DMAN 4 TON AIR 4.FLUE THROUGH WD. FR. CHASE THROUGH ROOF 7. BURIED PIPINGg, SUPPLY $ RETURN PIPING IN RECIRCULATION SYSTEMS HANDLER (HYDRONIG) 5. MAINTAIN 30"x5O" CLEARANCE IN FRONT OF OTHER THAN DEMAND RECIRCULATION SYSTEMS. MODEL#ARUF61D14 (OR MECHANICAL UNITS AS PER NYS MG 506.1 EQUAL) 6.MAINTAIN ALL APPLICABLE VENTING W CLEARANCES REQUIRED PER NYS MG W4. uQ 7. DISCONNECT,REROUTE, d RECONNECT Q p EQUIPMENT TO EXI5TIN6 PIPING AS REG'D NZl D TYPICAL MECHANICAL NOTES: I I O PROJECT: I. WHEN NEW, INSTALL FURNACE/BDILER AS PER MANU. EXIST. N SPEC.'S AND AS FER NYS MECH. AND FUEL OAS CODE BASEMENT 2. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT UNFINISHED EXIST. IT CONFORMS TO NY5 MECH. AND FUEL CAS CODE I ( UNHEATED ELEG LU B I N 3. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE PANEL FRESH AIR INTAKE FROM EXTERIOR RESIDENCE 4. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH 5. FOR OAS SERVICE, PROVIDE GAS SHUT OFF SWITCH 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER CLEARANCES AS PER CODE 2765 WELLS RD. '7. PROVIDE 3" FLOOR DRAIN $ CONNECT TO EXISTING SANITARY SYSTEM AS PER NY5 PLUMBING CODE � O EGRESS WINDOW VyELL: PECONIC NY 11958 15 PROVIDE NEW EGRESS WINDOW WELL 8 COVER BY "ROCKWELL;ROCKWE:LL 66 GRAY SERIES 66"W.X60"H. OR 7 EQUIVALENT. INSTALL. AS PER MAN. SPECS. 7 DRAWING TITLE: A-aoi NEW WOOD --- I6 WINDOW NOTE: O �a '•�:I I s$ DECK ABOVE I I{ '; PROPOSED FOUNDATION PLAN O I. ALL NEW WINDOWS d DOORS SHALL BE FELLA `'9 u� I • I �, .°'I CASEMENT,DOUBLIEHUNG,OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR I I �• ': SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PASE 6-002 IF CASEMENT 13 I.'. WINDOWS - ALL 05MNT WNDW5 SHALL HAVE - - - - - - - 5TRAI6HT ARM HINGE WHEN - - - - - - - - - - - - - - - - 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TD BE TILT WASH 13 6-4" V-4" PAGE: 3.ALL 6LAZIN6 WITHIN 15" OF FF TO BE TEMP. 6L. - I 13 1�_O�� 13 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND Q WINDOWS (TYP. FOR ALL) U.O.N. �t _ _ 1>1 N A-104m00 EGRESS NOTE: 15 � � -_ � �� IN COMPLIANCE WITH NEW YORK STATE BLILDIN6 CODE, SECTION R310,2.1;THE FOLLOWING MEANS OF 13 - E6RE55 SHALL BE FOLLOWED: - i 13 NET CLEAR OPENINS........... 5.1 S.F. 6 _ I'-O" DATE: 07/17/24 8 OF 20 NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH.................. 20" MINIMUM r$ G a ' �F SCALE: 1/4" = I'-oil �� 0ENEFAL �Y1vf OL i� Y : a Q NEW PARTIAL HEIGHT NEW 2-HR FIRE RATED EXISTING TO BE DEMOLISHED Z O WOOD FRAME (L.G. 5TL. WOOD FRAME (L.G. STL. (V EXISTING TO REMAIN WHEN APPLICABLE) WHEN APPLICABLE) J rl . e-I NEW WOOD FRAMEE (L.G. F- -i NEW FOUNDATION WALL Q w >' STL. WHEN APPLICABLE) // z NEW I-HR FIRE RATED� MIN. (2) 2"x4" STRUCTURAL o . = z WOOD FRAME (L.G. STL. POST FOR 4" WALLS J F. J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0) Y POST FOR 6" WALLS), U.O.N. 0 0 n- Lo I z FLOOR PLAN NOTES m p LLJ itDOOR NOTE: TYPICAL BATHROOM NOTE: D z O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 05 I. WALL BOARD D @ O D Q _J ON PLANS BY 'JELD-WEN (OR EQUAL). I.I. INSTALL M01571JRE RESISTANT 6YP5UM BOARD IN p D ,J OD 2.INSTALL NEW EXTERIOR: DOORS WHEN GALLED OUT ALL BATHROOMS ON PLANS BY 'THERMATRU' (OR EQUAL). 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND N Z O 3. NOTE DOES NOT INDICATE EACH NEW DOOR TUB SURROUNDS 36'-I" 23'-3" PROPOSED;SEE DESI6'NATIONS 4 DOOR SCHEDULE. 2. SHOWER FLOORS J TA 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR � C) 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON WALLS,U.O.N. 2.2. CONCRETE MUD-SET(SLOPE 1/5" PER FOOT 2 -! z >: 4 5. INSTALL b.PROVIDES PER 2 MANU HDSPEC.R.,U.O.N.s TOWARDS DRAIN) UPON Q z c-1 'I. SEE PA(SE 6-003 FOR " 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 2'-5 10'-O I'-b 10'-O" I-6 10-O 2'-6" (V ALL OTHER FRAMING FLOOR, WRAP DRAIN 4 ATLEAST I6" UP WALLS 7'_7" ��_7�� -E�_��� � ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 3. SHOWER NICHE 5.1 NEW SHOWER NICHE TO BE 14"W x 3.5"D x 14"H 102B 102E 102E O STAIR 4 RAILING NOTE_ O 2 AND 4 FROM THE F.F. I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4"RI 4 MIN. 10' El Q 2 O J 0 Tr - RISERS SHALL BE CLOSED m 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL O NEW LAUNDRY ROOM: ' ° (5) RI NOT EXCEED THE SMALLEST BY MORE THAN 'g". 6 I. NEW WASH /DRY HOOK UP ® t 6 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6-6". 2•COORDINATE LAUND. ROOM 4 DOOR DIM.'s 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: w/SIZE OF EQUIP. 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 3. PROVIDE HOOK UPS AS REO'S PER MANU. 4 _ LL1 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NEW NEW DN �i 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1" MIN. 103 ' WOOD DECK (5) RI r r O 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN DRYER EXHAUST NOTE: O �0 1'76.2 50.FT. ® ONE SIDE OF EACH FL16HT OF STAIRS CONTAININ6 FOUR 1. DUCT SHALL TERMINATE TO ROOF f 6 V OR MORE RISERS, AND WHERE SHOWN ON PLANS. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY Lu b. 6UARDR:AILS SHALL BE PROVIDED FOR OPEN-51DED OPENINGS WALKING SURFACES LOCATED MORE THAN 50" ABOVE 3.DUCT SIZE AS PER MANU. NEW 4'_b" A-4ol = J FINISHED FLOOR OR GRADE, 4 WHERE 5HCWN ON PLANS. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER o dJ SUN ROOM ` - () ,J -7. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 551.2 SOFT. ALLOW PASSAGE OF A 4" 4' SPHERE;36" HIGH CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM REF 2'-O" ry `T Q _ 19'-10" PASSAGE OF A 4" 0 SPHERE. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO = NEW .. ._emu..-... 6. 6RIPPABLE RAIL A5 PER CODE. EXCEED 6 FEET AND SHALL BE LISTED AND LABELED ! I GONG. 4. RAILING TO BE ----------- IN ACCORDANCE WITH UL 2156A. STOOP 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID SMOKE DETECTOR / GO DETECTOR NOTES: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS p - 107 ORUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL - 104 I STEP ., HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREWS NEW UP 2.INTERCONNECTION �. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER (2) Rl ® t-I.'75 BETWEEN NEW 4 EXISTING DEVICES = I SHALL NOT BE REOUIRP_D WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION. THE 10'-O" I'-b" 10'-O" I'-b" 10'-O" 2' ARE NOT INTERCONNECTED, AS PER NY5 R314.4. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND FEET FOR EACH 45° BEND AND 5 FEET FOR EACH QO° f 1irm 102A 102A 102A PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - - ® ® ® NEW 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. NOT INCLUDE THE TRANSITION DUCT. MUDROOM HORIZONTAL SEPARATION FROM SUPPLY/RErURN DUCTS 4&0 SQ.FT. 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 5. INSTALL ALL AS PER MANU. SPEG.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR O \ IN COMPLIANCE WITH LOCAL CODE CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION �p 15' BENCH WINDOW NOTE-: 405.5.2.5; INSTALL AS PER MANU. SPECS <V F O 04 I. ALL NEW WINDOWS 4 DOORS SHALL BE PELLA CASEMENT, MODIFIED DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER NEW ATTIC ACCESS - PULL DOWN STAIR: _ MANU. SPEC.'S. O 1. MIN. 550 # CAPACITY DINING ROOM MODIFIED 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN. 206.6 SOFT. KITCHEN SEE DESIGNATIONS 4 WINDOW SCHEDULE. 22"x30") BENCH 210.4 SQ.FT. - 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "6LA5S WINDOWS 3. _ HR FIRE RATED EXIST. AND DOORS" ON PAGE 6-002. 4.DBL. FRAMING WHEN NEW OPENING IN-FILL ------------- GARAGE 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. INSTALL AS PER MANU. SPEC.'S 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS ------------- b.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: O V. 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF NEW O OO V Q' ------------- SWIN6ING, SLIDING, 4 BIFOLD DOORS NEW FLOOR: 6.2. WITHIN I6" OF F.F. O 1. NEW J" PLYWOOD SUBFLOOR BENEATH(GLUE 4 SCREW); OUTDOOR TRP. 13'-ID" SHOWER POST I PLUMBING 6.3. WITHIN 24" OF A DOOR SCREN INTERIOR. OF SHEATHING b" O.G. 4 12' O.G. ® TRP X WALL O 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 2.NEW FINISHED FLOOR PER H.O. SELECTION - _ _w Q_-- TRP. - - - - - - EZI 6.6. SEE ALSO 6ENE:RAL NOTES ON PAGE 6-002 POST "I. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND NEW TILE FLOOR: B ----------- UPPERS NICHE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE A- A MINIMUM 10 1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON NEW ----- ---- (2) 2"xl0" HEADER U.O.N. RAILING p -1 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 3. NEW DUROGK CEMENTBOARD (OR EQUAL) UPON p FOR OPEN ----- ---- NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 4 STAIRCASE • _j------- O - LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 0 cV 105 N 10 Ul ABOVE GRADE OR THE: ADJACENT SURFACE AT THE INTERIOR. ,� ABOVE 1 105 NEW 5 ® W \ Z BUILDING EXTERIOR. DBL. 15.0 SQ.FT., MOD in z NEW FLUE: POST EWBATH EGRESS NOTE: II I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO O IN COMPLIANCE WITH NEW_YORK STATE BUILDING 51.5 EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTALL AS 2 T Sc�FT. O • SOFT. / \ / \ O CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF PER MANU. 5PEC.'s - PROVIDE NEW ND. FR. ENCLOSURE w/ v EGRESS SHALL BE FOLLOWED: 1/2" CDX PLYWOOD 4 SIDING AS NOTED - "CHASE THERMOSTAT 106 _ _ _ _ _ 1__� - - - - - - _ - SECURIN6 0 57D. SIDE WALL" ON PAGE 6-004. NET CLEAR OPENINO........... 5.-1 S.F. 2.PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR 4'-1" 3'-0.. NET CLEAR HE16HT............... 24" MINIMUM EQUAL) AT ALL PENTRATIONS AT EXIST. LIVING WINDOW 4 DOOR NET CLEAR WIDTH................. 20' MINIMUM FLOORS/WALLS/CEILIN65;PRODUCT CONFORMS TO ASTM EXIST. OPENING IN-FILL E 514, ASTM E 64, AND UL 14'19. FIREPLACE ROOM F 3 3. MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY N I EXIST. Q ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". W � ELEG � O SM/GO METER,U.6. in D 12 STRUCTURAL PERMAGAST COLUMN &" SQUARE EXIST. SERVICE REPL. W/ 4 RECESSED PANELSPROJECT: OF YER EXIST. EGRESS 4 NEW A/C CONDENSER 4 MINI SPLIT CONDENSER: I BEDROOM TEMP 13 I. 51ZE CONDENSER BASED ON NYS MEGH. 4 ENERGY WINDOW D LU BI N GODS AND COMPLY W/SECTION R403. RESIDENCE 2. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING m B OF ENTIRE CU. FT. cV t I'-10" 101 I-10' 3. INSTALL CONDENSER ON GONG. PAD NEW AIR HANDLER: I. NEW AIR HANDLER 4 DUCTWORK IN ATTIC _ DBL. 2.NEW MINI SPLIT CEILING CASETTE AT MASTER SUITE 4 POST TEMP. TEMP. TEMP. TEMP. 2765 WELLS RD. NEW DOOR 4 3-, SIDEL16HT5 PECONIC, NY 11958 `77 . 4 4'_4" 'f'-6" 4'-5" 4 B A-401 B 4 NEW B 4 B 2 DRAWING TITLE: NEN DN WOOD DECK NEW DIN Ln 213. SQ.FT.Q RI (3) RI PROPOSED FIRST FLOOR PLAN ® f a' -1 A-401 2 12 12 12 12 pi 12' a" 6'-4" 14'-0' PAGE: pa dJ I'-O" 1'-0 AR A-105000 D 12 D $N 12 - DATE: 07/17/24 9 OF 20 r$ D d Ql u, O IOU-- PROPOSED .� � v r 1,121 .0 S.E. HABITABLE JFAGE; S.E. GROSS AREA SCALE: I/4" = I'-o" ~,;Y _ EXISTING TO BE DEMOL15HE17 NEW PARTIAL HEIGHT NEW 2-HR FIRE RATED W Z O WOOD FRAME (L.G. STL. WOOD FRAME (L.G. STL. W = N EXISTING TO REMAIN W LX -�HEN APPLICABLE) WHEN APPLICABLE) I u W � NEW WOOD FRAME (L.G. NEW FOUNDATION WALLu�''''I w 5TL. WHEN APPLICABLE) Z I- NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL � Z WOOD FRAME (L.G. 5TL. X POST FOR 4" WALLS E J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo 0 ' POST FOR b" WALLS), U M.O.N. O Q 00 C- Ln m >- 'd' m FLOOR PLAN NOTES Z O POOR NOTE: TYPICAL BATHROOM NOTE: = Q OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I 5 I. WALL BOARD Z ON PLANS BY 'JELD-WEN' (OR EQUAL). I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN Q W 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ALL BATHROOMS -j ON PLANS BY 'THERMATFW' (OR EQUAL). 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND J 0O 3.NOTE DOES NOT INDICATE EACH NEW DOOR TUB SURROUNDS � "1 O PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 2. SHOWER FLOORS y , Z 0) C0 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON �p J rq 'ri WALLS, U.O.N. 2.2. CONCRETE MUD-5ET (SLOPE I/6" PER FOOT 0 cu O 5.INSTALL AS PER MANU 5PEG.'s TOWARDS DRAIN) UPON O ' 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 2.3. WATER PROOF MEMBRANE TO COVER 5HOWER Z >' 4 'i. SEE PAGE 6-005 FOR ALL OTHER FRAMING FLOOR, WRAP DRAIN 4 ATLEAST 16" UP WALLS D ,D 14'-II" Q Z vi ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 3. SHOWER NICHE > @ J N AND 4 NEN' FROM THE R NICHE TO BE 14"W x 3.5"D x 14"H - - 2 U- w OSTAIR � RAILING NOTE: 1 12'-O" I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI 4 MIN. 10" N = � Tr - RISERS SHALL BE CLOSED NEW LAUNDRY ROOM: M:_ s-.. R,..,..•,=r�.m:, ;.:.-, _ . _ --,.:.�-� _ __ �:w �,.....-,� _ --� �= ._-. - rt - .-; a: 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL .�._ - - _- --- - - - - -- --�-- - uL•=- � � O I. NEW WASS / DRY HOOK UP O NOT EXCEED THE SMALLEST BY MORE THAN ". 6 - 3. HEADROOM IN 5TAIRWA.Y5 SHALL BE AT LEAST 6'-5". 2.COORDINATE LAUNID. ROOM 4 DOOR DIM.'s w/51 ZE OF EQUIP. _. _.--r -�._-�- w ___ _ _ _- .- -•-_,,.�--.. •--- -----� - _ _ _- -__„--•�.-,-, - .�"_; _ _ 4, STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: _ --- - -_ -:; _ _ _- _--_ 11 3. PROVIDE HOOK UPS AS REQ S PER MANU. - - _- - - =-= 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36 MIN. - - - -- - - - -N - --- -- - .-_ _- ---__-• _ -_ _-___ - 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 MIN. i-�__ - - _ _ _ _ 4.5. BELOW HANDRAIL RAILS ON BOTH SICES: 27 MIN. --_-._ ___-_ _ - - - - _ - - - - - - - -- - - - DRYER EXHAUST NOTE: - - -- - _.-_-----_ _- _---_ --- _ 5. HANDRAIL5 SHALL BE F ROVIDED ON NOT LE55 THAN _ _ - - - ----- --_--- --- - - -- - - - --- _ _ -_ _. __., �- - NOOD DECK 8q1 O 5a FT ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR I. DUCT SHALL TERMINATE TO ROOF - -" -- - - 2.DUCT SHALL TERMINATE MIN. 4-O FROM ANY OR MORE RISERS, AND WHERE SHOWN ON PLANS. 0 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED OPENINGS NATURAL LIGHT 4 VENTILATION WALKING SURFACES LOCATED MORE THAN 50" ABOVE 3.DUCT SIZE A5 PER MANU. (HABITABLE SPACE) - _ _ _ _ _ - -._. .r . ,, _E FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PLANS. 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER - - -=_= - �-�- -- .--� �: -� - � _ - - _ - . -3-0',- '1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - - - - ---. ----- - - FLOOR AREA 306 S.F. -- _ 11 - -- - - ____ . - ._-- - - 2' S'4 210 PASSAGE OF A 4 41 SPHERE;56" HIGH CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO _. _ - -- -- -- -- - - - ALLOW -._= ---- - --CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM .--�-�----�._�-- -a.u- - HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" SPHERE. SHALL BE LIMITED TO 51N6LE LENOTH5, NOT TO S.F. REG. S.F. PROV. -- -- ---- =- --- ----_.._ __. -----_-_-_-- -_.._-__ _ _ -- __.-_--- ------ __-- _._._-_- _-__-.--- 50LARTUBE ABOVE - _ - - - Q _- -- - ------ -- - ----------::-- -- - - 6 - - EXCEED 6 FEET AND SHALL BE LISTED AND LABELED w ;- = a r= - _.=m- _ m ..._:=w:vn_ __: - ...__ __®.:.- " - 5. 6RIPPABLE RAIL AS PE,R CODE. L L L _ __.,._n. �_ �0 OP q. RAI IN6 TO BE LIGHTING;MIN. 5% --------"-------------.._-.___--..-__-_ �_ _ �__ _ _-e �___-- ---_-__-- _ --;_ HEATED L ----__ IN ACCORDANCE WITS UL 2156A. 24.5 S.F. 3q.6 S.F. -`__ _ ., ___ _- ___�_ _® - __ - _ _ - - :-- -' - -- OF FLOOR AREA -- -- - - - - - - - - - - - - - - - - --- - _ - TOWEL T .. 6.EXHAUST DUCTS SHALL BE MIN O.OIb" THK RI61D �\ SMOKE DETECTOR / CO DETECTOR NOTES: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS VENTILATION;MIN. - -w--- -- - - '-- - --- =- �' ` Ul �+ O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4% OF FLOOR AREA _ _ - '- ,�' ��- ` _ �- --=- �� / LINEN DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 12.2 S.F. 22.4 S.F. -��-N_- - �--``-_---- - i=_- Z Y T_ _- -- - __---- -, ------=-- y v - I 10 r� SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SCREWS - - _-------- ----� ---- ---- = -- - _-.-.__ N Z 4 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. - -__-_- _ - --- 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER _ LOCATION TO THE WALL OR ROOF TERMINATION. THE _ '- // SHALL NOT BE REQUIRED WHERE EX15TINO ALARMS 13' O" 7'-q" _ 14'-I I" ---- - ----- ARE NOT INTERCONNECTED, AS PER NYS R314.4. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - --.-------<..---.------ ==_ 4 E _= ___ _ -- _ _ m 3,PROVIDE SMOKE/ GO DETECTORS AS INDICATED, AND FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 010° _ 6'-2_ - -- v - - O'-6 -_ -� 10'-8_y - - - 8'-b PER GENERAL ELEGTRIGAL NOTES ON PAGE 6-002. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - -- --- --- - -"- _ - --_ 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. NOT INCLUDE THE TRANSITION DUCT. - -- _ `�- -- -`-" _ - 13 HORIZONTAL SEPARATION FROM SUPPLY/RETVRN DUCTS -- --- _ - - _ -- -- 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. 3_O NEW BATHROOM NEW EXHAUST FAN SHALL BE INSTALLED WHERE c 0 .BEN 5. INSTALL ALL AS PER MANU. SPEG.'s I2a,4 5a.FT. BEDROOM O VENTILATION IS NOT MET BY MEANS OF NATURAL 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR CIRCULATION THROUGH WINDOWS OR DOORS TO B 4 B 4 B 4 NEW B 4 B '4 B 4 7 `r q' GLG. N IN COMPLIANCE WITH LOCAL CODE - LAUNDRY 1 516.5 SOFT. i OUTDOOR SPACES A5 PER NYS MECH. CODE SECTION 4 L ROOM WINDOW NOTE: 405.3.2.5; INSTALL AS PER MANU. SPECS 20q HOT. _ VANITY O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN .fl 46.5 -� NATURAL LIGHT _- CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). NEW ATTIC ACCESS - PULL DOWN STAIR: LFGL6. VENTILATION INSTALL AS PER MANU. SPEC.'S. O I. MIN. 550 # CAPACITY Her. FLOOR 232 S.F. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROP05ED; 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 0 AREA \ / SEE DESIGNATIONS 4 WINDOW SCHEDULE. 22"x30") % REQ. S.F. PROV. 11 6 NEW FAMILY ---__-] 5'-O'1 3.FOR SUBSTITUTIONS, SEE NOTE #c1 IN 6LA55 WINDOWS 3._ HR FIRE RATED = 215 CATHEDRAL - AND DOORS" ON PAGE E3-002. 4.DBL. FRAMING WHEN NEW OPENING q I RiGQ'TD 16.6 S.F. 21.1 S.F. ���p 0 2,_q„�,, 206 GEILIN6 D 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. S. INSTALL AS PER MANU. SPEG.'s I T VENT q' GLG. HGT. T 3 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 201 3 VENT q.3 S.F. 16.5 S.F. THERMOSTAT 4 6.IN GENERAL, TEMP. 6L. S'-TALL BE PROVIDED: in TSERMOSTATREOID 6,1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF ' I - 5M/00 NEW FLOOR: �_ • - i- SWIN61N6,SLIDING, 4 51FOLD DOORS O NEW I 5M/GO = Q I d 6.2. WITHIN 15" OF F.F. I. NEW " PLYWOOD SUBFLOOR BENEATH (6LUE 4 SCREW); 6.5. WITHIN 24" OF A DOOR SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. a D BEDROOMLn ;n 207 11 INTERIOR. 506.5 SOFT. • q GLG. HOT. 6.5. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 2,NEW FINISHED FLOOR PER H.O. SELECTION 0 q' GLG. HGT. 3 5M/GO 240P' 6 211 L tV O 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 IO 4 X O SOLARTUBE 212 2.ONE LAYER 15 N(H.O(LEVELED PROPERLY) UPON ' w Q PROP. 4-0 -�I�-3-0. 10'-a" V-O"-I 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND NEW TILE FLOOR: N 3'-10 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM - ABOVE '� -I I 11 I I (2) 2 xlO" HEADER U.O.N. ATTIC L_ 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON NYS R312.2 FOR OPERABLE W1NDOW5 WITH SILL HE16HT5 HATCH 4.NEW �" PLYWOOD SUBFLOOR BENEATH(GLUE � SCREW); _ 1 ' NEW WALK-IN �. LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" 5GREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. a I - GL. ' ABOVE GRADE OR THE ADJACENT SURFACE AT THE INTERIOR. .� q 115.E SOFT. BUILDING EXTERIOR. q GLG. HGT. NEW FLUE: r 2'-O" 611 r EGRE55 NOTE: II I. PROVIDE ZERO-CLEAR:ANGE FLUE ATTACHED TO 21_O11 206 3 Z OPEN 4 w IN COMPLIANCE WITH NEW YORK STATE BUILDING EXTERIOR WALL NL# 105 OR UL# 103 HT) - INSTALL AS gELO�,y D 2 CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF PER MANU. SPEG.'s - PROVIDE NEW NO. FR. ENCLOSURE w/ I - - L1' SM/GO - O I/2" CDX PLYWOOD 4 SIDING AS NOTED - "CHASE ►� EGRESS SHALL BE FOLLOh,ED: � 205 V SECURING a 5TD. SIDE WALL" ON PAGE 0-004. - - lo.0 Sa.FT.NET CLEAR OPENINO........... 5."1 5.F. 2.PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR PROP. NET CLEAR HEIGHT............... 24" MINIMUM EQUAL) AT ALL PENTRATIONS AT NEW HALF-KALL NET CLEAR WIDTH................. 2O" MINIMUM FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM Q GL. 202 3'-O" - E 614, A5TM E 54, AND UL 147q. I2.0 SOFT. - - 3. MECHANICAL FLUE TO EXTEND 3'-O" MIN. ABOVE ANY ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0", Q _ O OSTRUCTURAL PERMAGA5T COLUMN 6" SQUARE 611 - � NEW 12 PROJECT: RECESSED PANELS v ,r -. I BEDROOM y 2I6.7 Sa.Fr. � � � ONEW A/C CONDENSER 4 MINI SPLIT CONDENSER: O 1 4 - 7 5 q' GLG. HGT. 0 NATURAL LIGHT VENTILATION 13 I. SIZE CONDENSER BASED ON NY5 MECH. 4 ENERGY 203 J CODE AND COMPLY W/ SECTION R403. NEW BATHROOM j _ _ -- to _ 2. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING \lO NEW 204 O (HABITABLE SPACE) B N OF ENTIRE CU. FT. � 10 1 -- 3. INSTALL CONDENSER ON GONG. PAD ' q GLG. HOT. 1 �, BATH t' F FLOOR AREA 316 S.F. RESIDENCE 5 3'-3 J 46.5 Sa.FT. NEW AIR HANDLER: f G e.H5T. I. NEW AIR HANDLER 4 DUCTWORK IN ATTIC - S.F. REG. S.F. PROV. 2.NEW MINI SPLIT CEILING CASETTE AT MASTER SUITE 41 o 4 `� LIGHTING;MIN. 6% TEMP, " cV D 4 D 4 4 OF FLOOR AREA 25.5 S.F. 67.0 S.F. LINEN -_ -- gl_Itl IGL-I '-" 4 -�� iv VENTILATION;MIN. S.F. 3q.6 S.F. 2765 WELLS RD. _ . -.T .=.. 11958 NATURAL LIGHT VENTILATION 4% OF FLOOR, AREA PECONIC, NY TEMP..: �.:>_ ._-_... -_ �I1-2 k+-3 =v�-- 7'-6" _ 3'-4" 3'-4" �.6'-2 61 2 - --- -- _- - +` _ -- (HABITABLE SPACE) ------ -- - DRAWING TITLE: FLOOR AREA 216 S.F. S.F. REG. S.F. PROV. PROPOSED SECOND FLOOR PLAN �.. ....,._. w .n- :.. _..m., .� -- , n.._ .. N�..� - r= - ---�se. _„ t Fri - „a - LIGHTING;MIN. 6% FLOOR AREA OFF 173 5F 262 SF VENTILATION;MIN. 6.6 S.F. 14.7 S.F. FLOOR AREA , PAGE: D ----' - - -- --- _ - -...----L---- p �u o --- -_ - -----__-_,- =- - -- _ D A-106mOO DATE: 12 08 23 � o / / 10 OF20 FROF05EI7) 5EOONI�) FLOOR PLAN t� 1,�162.8 S.F. HA517A5LE 5i�A0E; 1,�1G2.8 S.F. GROSS AREA SCALE: I�4° = I'-o" � ELEVATION NOTES d V a4 ONEW ROOFING: W a I I. BEE NOTE ® SECTION W ` = CV 2, ROOFING TO MATCH EXIST. COLOR d STYLE BY 'GAF' (OR EQUAL) (MIN 50 YR. WARRANTY) J "' Wui � ONEW WOOD CEDAR SHINGLE SIDING m � SEE NOTE ® SECTION F_ Z O cl) Z NEW b" WOOD BEVEL 51DINO J _ III 3 SEE NOTE ® SECTION NEW FORTH RIDGE HEIGHT -� P _I PROVIDE WD. FR. WALL INFILL ® OPENING - ELEV. +28.1' O NEW SECOND RIDGE HEIGHT I /— ELEV. +26.4' —� / ----_----- Om ] O O O4 ---- I ----�' W SIDING TO MATCH EXIST. - -_-_- - - ----- - - - - ---- (L a NEW WINDOW(5) NEW FIRST RIDGE HEIGHT �_ - -- ---- = ------ --- -- --- -- --= —---—-—-—-—-—-—- - --- ---— 12- - -- ----- --- -- _ -_ 12 --. - --=- -- - - --- -- - --- -- - - - - - - - O A5 PER PLAN ELEV. +25.'1' - _... -- - -- ------- _-__- - - _- _ _-__ -_� --- -- - - - _ L _ - ---- ----- _ _---_r_ - - - O I2- _ --- _-____=-- __- - --_--- ---------GHT ,; _ 0 _.r_ _-•___._.__ ELEV. 25.5 Z � � O NEW WOOD FRAME STAIR __ _ _ _�.-__ _ __ _ - _�_ _ - - - -- - _ - = -- - --___ a i LU 00 EW 5 4"x4" 'AZEK' OR Ea.). WINDOW/DOOR CA51NO: Y:x --� -----_ -- — -- l -- _-- — _- -- — — --_ —_ __— �. �. 0 -- PROVIDE AT ALL NEW WINDOWS/DOORS (TYPJ / _ -� / — - -^ � �" � NEW SECOND FL. CEILING HOT. r-r� - - - - - - / � - m _ , 8 Z � (p ELEV. +I8.5' NEW TRIMS: -0 . - -- - - O Og PROVIDE NEW EXTERIOR TRIM A5 PER ELEVATION -- rT `I /- - - - - - - / -- ------- - -- > DRAWINGS: FRIEZE b ,CORNER BOARDS S ', BELLY BAND L11 - .{ L�L L �J 11 L�1_� J L! - .J 1 L �I ICI L LJ L LI 8", AND FACIA b" r T III '/ I � I I � II � J CV Oq NEW HOSE BIB 1 2 54 5 N = Tq � I I -I O Lo 12 � II___l �l _ILL_ iJL _ _1 ;to NEW UNDER-FLOOR AREA VENTS H � \ I L II II II II II II II II II II III�I II II II� � , 7 I II II � II II I I I I I I I I I I 2 F / - I O �i 27 5 Q OI i —_—_—_— — z III 5 I I, i -i �II I I T SEE NOTE ® PLAN L_ IL , I L L Lil ' -EXIST. SECOND FLOOR � L �ER VENT:D L am W : I �_ \44 ELEV. +105 y Li __- - ------._.__ - - - - -- J V I I II EXIST. FIRST FL. CEILING HOT/11 4 a ELEV. +cI. -—-—- - IIII _- LLLLJL�LILLLIH... LLd LL _L�1 � -LLL z 0 it I I 1L-L I~. -J�_ -�N 1 l �1_ll1L� L 1_11�� � - Q - I I 1 II I �LLILL - _S I I L - _I1_I _l_1 I III d � 1JJ TEMP 'TEMP. - I7EMP TEMP. - L EXIST. FIRST FLOOR ... . T m -- - J � _ ELEV. +I.1' b �_ -' UAL- L_ b �L �_— b ILILL F= I I I I I I II II S1 iT �' BASELINE ELEV. +0.0' 1 I �_ - I I p I I �V NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" I II ' N w � I I z O _T I .1Z77JT�1"rl.r � _ 1 a'f I m I f 12 21* PROJECT: LU B I N RESIDENCE 3 3 2765 WELLS RD. - — _ — PECONIC, NY 11958 _==-- -- DRAWING TITLE: = Q_� o 7 PROPOSED EXTERIOR ELEVATIONS _ . Tj F.F. - -- - -i A u —20 mOo% - __-_--- -- - - -- - x _ --- DATE: 12/08/23 11 OF 20 EG'RE55 - - --- - - RE-ATTACH () EXISTING ELEC. STEP METER, U.G. SERVICE SOUTH ELEVATION (fib I OHT S l l�)E) 9.T SCALE: 1/4" = 1'-0" "d �, CL U ELEVATION NOTES 0 ~ O NEW ROOFING: W Z O I. SEE NOTE ® SECTION J 2. ROOFING TO MATCH EXIST. 6OLOR 8 STYLE BY '6AF' (OR EQUAL) (MIN 50 YR. WARRANTY) Lu NEW FOURTH RIDGE HEIGHT �` ONEW WOOD CEDAR SHINGLE SIDING ELEV +27"1' 2 SEE NOTE ® SECTION NEW SECOND RIDGE HEIGHT -- - I ft_ _� m ----- ELEV. +27.1' -J ONEW b" WOOD BEVEL SIDING _.__._____ __ --__.- ------___-.____.-. �_-- _-- _ _ _ _ -_ __- ..__-_.. --� J 5 _-.._.. ------- -- -----..-_..------------------ _-. ------- -------- SEE NOTE ® SECTION -- �' Lo Y PROVIDE ND. FR. WALL INFILL ® OPENING NEW THIRD RIDGE HEIGHT ---------__-. v.---�- _----._ -- _----,------_-- ------ -- .- .-- _-- -- _ -- - - ---.- -- --- - --------- - - - -- - ----_- p„ ---------------- O O w/ SIDING TO MATCH EXIST. + I - -- -- -- ------ -- - - - --- ELEV. 25.2 -- -- - - -_- ---- - — - -- - - -- - - - - - ---- - - NEW WINDOWS) -� ----- --�----------=----- - -- - -- ------ - ---_---_-_---- - -- \ - O5 AS PER PLAN O cq --- ---- - -- - - - - -- - -- -_-- - — ---- - �_- -__--- - - - _ -- - -— - -- -.,_. -- Lu NEW SECOND FL. CEILING HOT. _ _�_ -- ,- _ _��- - - - _ - -- -- _- -.�-- - --__ WOOD FRAME STAIR - - --- -- -- - -- - - - -- - =----_ - -- -_-- b NEW F _— _ _ _ _ NEW 5/4"x4" 'AZEK' (OR EOc) WINDOW/DOOR CASING: �_— -_-_ - -- -_-_ _-_-___ -_- - - -- -_._.__.- ---.--- ZOCfl O PROVIDE AT ALL NEW WINDOW.�/DOOR5 (T(P.) 5 Y O NEW TRIMS: gO PROVIDE NEW EXTERIOR TRIM AS PER ELEVATION DRAWING5: FRIEZE b",CORNER. BOARDS 5 ', BELL" BAND to E 5 5 - J N 8 AND FACIA b W C4 \ O - O Lo qO NEW H05E BIB O 7 r -- - --- _►�, ---- -- -- -__ _ to NEW UNDER-FLOOR AREA ENTS -- .- J - - — � EXIST. SECOND FLOOR --- -- -- ELEV. +10.5 .......... W NEW DRYER VENT: II SEE NOTE ® PLAN �S W EXIST. FIRST FL. CEILING HOT - _- - _ Q \ /' b � I p 102 1 22 102 Q dJ Q !! 3 I EXIST.+iRST FLOOR—_�` b OUTSIDE dJ BASELINE � ELEV. +0.0' Io a to to EAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" I I 12 - �? I 6 \ 12 t2 I I \ 4 --------- - - - ----- - -- w - - --- 1 = - I - -- -- --- - ---_ - - 10 .-e � n -- 5 s - 3 _ --- RESIDENCE 1 % F.F. PECONIC NY 11958 T DRAWING TITLE: 5 _ - PROPOSED EXTERIOR ELEVATIONS � 5 -----A- .Ip TO P. B j MP B PAGE: UT5IDE / F.F. A-202mOO SHWR. -I` I 'll r (n N r zT rr .1 , 9 III DATE: 07/17/24 12 OF 20 --------------- ' I III li,l I I NORTH ELEVATION (LEFT 51DE) � SCALE: 1/411 - 11_OII w fl k BUILDING SEGI"I ON NOTES a V Q H NEW CHIMNEY FLUE I r - 'T� ♦� O NEW ROOFING NOTE (TYPE NEW SECOND RIDGE HEIGHT EXTENSION - W Z O I. INSTALL NEW ASPHALT ROOFING SHINGLES ----------� 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO ELEV. +26.4' � 12 W J Tq 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS _— I 10 W OVER �l Q W >" 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER NEW FIRST RIDGE HEIGHT d1 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ELEV, +25.1' _—_—_—_—_—_ -- �10 12 ~ Z 5. GAP 5HINOLE OVER RIDGE 4 HIPS (AS REO'D) NEW RIDGE A5 PER PLAN ,1 _,� 4 (n Z 6.PROVIDE RIDGE VENT(AS REO'D) -1. FLASH ALL VALLEYS —j Lo 5.INSTALL DRIP EDGE AS REO'D Q!{i = NEN q In a.INSTALL ALL AS PER MANU. 5PEG.s m S� .r �; II P� ATTIC S O a d• �I �Q- UNFINISHED �A Lq � -\\ TYPICAL ROOF CEILING CONSTRUCTION: Lo mNEW SECOND FL. CEILING_ HOT. O2 NEW ROOFING AS NOTED ---_—_-- 4,I� 2 �4 �' , 'q m I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD ELEV. +18.5' —� Z ; • R.R.,MG.J., b G.T. AS NOTED ON PLANS (® SPANS OVER -- 7'' '777 a �k Z 1h x NEW G.J. AS PER PLAN 'C x XX k 'a�� kk �kkkY� kWdyv AMay�k��k 3 = 6' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) 4 / \ \ Z • MIN. OF R-25 BATT INSULATION • ui PROVIDE MIN OF R-21 (4") SPRAY FOAM INSULATION IN W Q , J CEILINGS (TOTAL R-49) W / / \ \ J ()o TYPICAL EXTERIOR WALL_ CONSTRUCTION LIP): O • UPON "TYVEK" HOUSE W R RAP (O EQUAL) % r D E Ell \ \ METAL FLASHING Z d' • UPON 1/2" GDX PLYWD. 51-IEATHING (BLOCKING® € / r \ \ PROVIDE SLEEPER AT12 Z m PITCH;PROVIDE EPDM FLAT J T-q ALL PLYWD SEAMS) BATHROOM \ \ Q ROOF MEMBRANE ABOVE O • 2"x6" STUDS ® I6" O.C. w/DBL. TOP PLATE ! - - _ 1 �% NEW \ \ SLEEPER. Z Cf' ♦e.- BATT INSULATION 2 FOAM INSULATION W/ II O BEDROOM co J \ \ �" PLY � Z N • 5/b" GYPSUM BD. WALL FIN15H r 11 \ \ NEW G.T. PER PLAN W W (D ELEV. +10.5 NEW 51DINO NOTE (TYP.): EX15T. SECOND FLOOR \ O4 I. INSTALL NEW 6" WOOD BEVEL OR WOOD -----'—'-- N 3 Q / / -- -_' \ 5HINOLE SIDING W/ 16' EXPOSURE r I� z= ' � p � / I L '� I SECOND FLOOR 2. 15# FELT TAR PAPER 5.INSTALL ALL AS PER MANU. 5PEG.'s �- I 9 pSR NEW R• qS p 4.PROVIDE ALL NECESSARY TRIM FOR PROPER R R _ I L NSW EXIST. F.J. A PER PLAN INSTALLATION L,qM 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION EW G.J AS PER PLA 1 WALL EXIST. FIRST FL. GEILINO HOT 1 Io TYPICAL FIRST FLOOR CONSTRUCTION: ELEV. +Q.1' I —T� — 611 O 1. FIN15H FLOORING TO SELECT � F-1 2. 5/4" Tt& GDX PLYWD. 5UBFLOOR GLUED a6 SCREWED ,nl MODIFIED r LU 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 6 I I NEW II LIVING ROOM INSTALL 'X' BRACE 6 MIDSPAN - EXIST. Q NEW 4. MIN. R-50 BATT INSULATION dJ I ( COVERED FIREPLACE SUN ROOM r PORCH ;- j EXIST. FIRST FLOOR__..........\ I I FIRST FLOOR ELEV. +I.-1 SOUND BARRIER WITHIN INTERIOR WALL5: �_— �'` FILL INTERIOR WALL5 WITH INSULATION TO PROVIDE A - I - 0 ' 6X �xX� !X �d!0!XX 0� EXIST. F.J. � � k �k3 NEW F.J. AS PER PLAN SOUND TRANSMISSION GLASS (STC) FOR AIR-BORNE �, P.T. D.J. 5 PER PLAN NOISE OF NOT LESS 50 AS MEASURED IN ACCORDANCE BASELINE —_ _ WITH A5TM E 90. ELEV. +O.O' --------- A-4O� NEW C- ---- CRAWL5PACE I I 1 4 I mEXIST. BASEMENT 51, GONG. SLAB I I UNF I N 15HED UNHEATED I 2 BASEMENT A-3o2 A-302 SECTION A-A /A-50 1 SCALE: 1/4" = 1'-0" I I I NEW CHIMNEY FLUE EXTENSION T'71 12 -rl 12 ? 11 10 z LT7�1��S:rl:.S Lr /� Lu T T / �_ 12 v 14 12 - 4S q5 p 4 �Q-: A-TP 51 UNF IHED AF�A FR p�qx - ` LU --_- c'kWk�Wk&AW.&.& &W)Z WA " k"xY&&WAY)�xj NEW G.J. AS PER PROJECT: NEW - BATH / 3 L U B I N ROOM HALLWAY L�J x \ LAUNNEN RY RESIDENCE \ROOM _ ' / - \ \ 2765 WELLS RD. NEW G.T\PER PLAN PECONIC, NY 11958 SECOND \ 3 NEW RIDGE AS PER PLAN it FLOOR LBW DRAWING TITLE: r EXIST. F.J. AS PER PLAN - -- ° 1 BUILDING SECTIONS 6 i i EX15T - MODIFIED NEWFOYER KITCHEN Q �. NEW d� WOOD -- � II SUN ROOM - i a r DECK Q = PAGE: i r �I FIRST FLOOR A-301m00 Qt ty_lj j 1-11 1 I NEW P.T. D.J. AS PER PLAN EXIST. F.J. t�Xb ' 1 � ) '� 3 NEW F.J. AS PER PLAN&AY6�& NEw I - I I I DATE: 12/08/23 13 OF 20 --__ j CRAWL SPAA I I - 4EX15T, l I 1 4 - BASEMENT r 4" NC. SLAB �J UNFINISHED i- UNHEATED _ ,t t . so, t$P 4 ,l SECTION E3-5 /A-50 I3 SCALE: 1/4" = I'—O" n_ Q U BUILDING SEGTI ON NOTES I `w Z N Z O O _ NEW CHIMNEY FLUE J NEW ROOFING NOTE (TYPJ NEW SECOND RIDGE HEIGHT _ --� EXTENSION I. INSTALL NEW ASPHALT ROOFING 5HINOLE5 ELEV. +26.4' W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO ` 12 /^ _ Q W }- 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER NEW FIR5T RIDGE HEIOHT 5.INSTALL 15 # BUILDING FELL" (U.O.NT OVER '1 - --=- - - _ --- -= - 2 R. ELEV. +25. .—_..--_---- w 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) -�� 6.PROVIDE RIDGE VENT (AS REOV) _ '7. FLASH ALL VALLEYS --- __ -- = t 3 O 5.INSTALL DRIP EDGE A5 REOV `— --- q. INSTALL ALL AS PER MANU. SPEG.'s NEW SECOND FL. CEILING HOT. TYPICAL ROOF 4 CEILING CONSTRUCTION: _ d' m O NEW ROOFING A5 NOTED ELEV. +18.5' ffi' - _ • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD �. - - -- _ - -_ -=e O SEAMS) _— - _ -- NEW G.J. AS PER PLAN _ I F— Er • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER - _ "P Z W 5' INSTALL "X" BRIDGING 9) CENTER OF SPAN, U.O.NT _ - ----- ---1 ' 2-O a J_ • MIN. OF R-28 BATT INSULATION - • PROVIDE MIN OF R-21 (4") SPRAY FOAM INSULATION IN - ---_ > 00 O CEILIN65 (TOTAL R-4"Q - _ TYPICAL EXTERIOR WALL CON5TRUGTION (TIP.): C NEW W.I.G. NEW BEDROOM J rl O • UPON T(VEK HOUSE WRAF (OR EQUAL) !U ❑ • ATHINe (BLOGKIN6 UPON I/2" GDX PLYWD. SHE: - ALL PLYWD SEAMS) O __, � O s Z >: 4 Q Z r-1 • 2"xb" STUDS ® 16" O.G. H/DBL. TOP PLATE • 2" FOAM INSULATION W/ R-II GATT INSULATION _ - _ _ W W � (R-25) - --_ ' PROVIDE SLEEPER AT ":12 I` Ln i • 5/8" GYPSUM BD. WALL FIi`115Ff EXIST. SECOND FLOOR � - _-- -" "- --� --"- �-M"^- Q NEW SIDING NOTE (TYPJ: -----. --- -- — - - 0 I IINSTALE SIDING W/ 6D EXPOSURE WOOD ELEV. +10.5' - r 5ECOND FLOOR `� O PITCH;PROVIDE EPDM FLAT �[ „ � p 5 A-401 m ROOF MEMBRANE ABOVE 2 SLEEPERS. 2. 15# FELT TAR PAPER / t 5.INSTALL ALL AS PER MANU. 5PEC.'s % a PROP. F.J. AS PER PLAN' 7 / -- 4.PROVIDE ALL NECESSARY TRIM FOR PROPER - to --- NEW D.J. AS-PER-PLAN-- INSTALLATION _ r1 W 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION 1�-2'-I"- WOOD WALL EXIST. FIRST FL. CEILING HOT DECK-- O5 TYPICAL FIRST FLOOR CONSTRUCTION: EXIST. © U I. FINISH FLOORING TO SELECT - - /' � W 2. 3/4 T4 G GDX PLYWD. SUBI LOOR GLUED 4 SGFcEWED - FF� 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' Q �� O = J INSTALL 'X' BRACE ® MID5PAN d� 4. MIN. R-50 BATT INSULATION - ! - s EXIST. STAIRS TO CELLAR o 00 U J XI EXIST. FIRST FLOOR �- a...i —� � FIRST FLOOR ELEV. +1. , 7 ----- -- - /' SOUND BARRIER WITHIN INTERIOR WALLS: FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A NEW P.T. D.J. AS PR PLAN SOUND TRAN5MI5510N CLA55 (5TG) FOR AIR-BORNE BA5ELINE -- _ EXIST. GONG. SLAB (2) STEPS N015E OF NOT LE55 50 AS MEASURED IN ACCORDANCE- WITH A5TM E a0. ELEV. +O.O' I rJ l � o - - - Imp LL 6 Ti A-401 i I i SECTION G-G /A-502 SCALE: 1/4" 1'-0" 2'-O" LAP j (TYPJ PROVIDE 5" (MIN) GONG. COVER I I I Z OF ALL REBAR WITHIN P. GONG. I w FOUND. WALLS 4 P. GONG. FTG'5. AS PER PROVIDE STRAPPING 4 NAILING � TYPICAL CONNECTION --A LING STRAPPING ---- ---__ ----�--� V i PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE' I jI C PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. (WHEN APPLICABLE) �I I 7 NEW (2) 2"xb" P.T. SILL PLATES0 , FLOOR SYSTEM AS FLOOR SYSTEM AS NOTED ON PLAN NOTED ON PLAN UPON SILL SEAL UPON COPPER #5 REBAR (-GYP,) I I I Q TERMITE SHIELD Q-> WIELDED TO GOAP LLUEE AS NOTED O. 'A' FLOOR V400D PLAN BEAM #5 BENT REBAR (TYPJ Q III GAP Pl-. DETAILS NEW 5/8110 HOOKED ANCHOR cv I PROJECT: NEW 5-1/2" O.D. 50H 40 ( BOLTS ® 3a" O.G. H/5" 5OUARE NEW BASE: PLATE 'A' HOT DIP 6ALV. 5TL. COL. WASHER 4 ENDNUT WELDED TO COL.;SEE FOUND AI23) AS PER -- I L U B I N BASE PL. DETAILS FOR FOUND. PLAN BY SIDS #4 HOOKED VERT. BOLTING STEEL (OR EQUAL) NEw 4 P REBAR ® 48 O.G. 'I G " GRADE I I RESIDENCE PROVIDE GOLD JOINT GONG. SLAB #4 HOR. GONT. REBAR ® TOP 4 11 i AT GONG. SEAMS (TIN) BOTTOM OF WALL (2 TOTAL) a" __ . ° a P. GONG. FOUND. ALL ;1 _ Q W C..-_— 2765 WELLS RD. ° (MIN. 4,000 PSI) 11 y d P. GONG. CONT. FTC. " II - - GOZNER CONNECTION PECONIC, NY 11958 (MIN. 4,000 PSI) 4" GRAVEL BASE I - I (5) #5 HOR. CONT. REBAR I� _ O _ DRAWING TITLE: \, NEW (2) #5 HOR. - - - - - 3 REBAR UPON (2) #5 4" P. GONG. SLAB i�'° . I _�_ - NEw 18"xl8";<12" �_-- -- --- -y ��HOR. REBAR (4 TOTAL) ° a d a . ° <11 - -- _ #5 REBAR (TYPJ 2'-0° LAN BUILDING SECTION DEEP P. GONG. PAD 1 (TYPJ DESIGN DETAILS E1SI191Pt1lIED FILL FTC. (MIN. 4,000 N51) --- ----- -- - b MIL POLY ------- - -+ ---1---------- MOISTURE RETARDER ii 4" GRAVEL BASEI--------- ------ PROV. GLEAN �__._ —. -------4 ———————— PAGE: COMPACT FILLA-302"'h' m00 I' II I i III STEEL COLUMN '$ FOOT I NC E TAIL 2 FOUNI7AT I ON NALL I7ETA I L a I I I III j! #5 BENT DATE: 12/08/23 14 OF 20 A-302.0 SCALE: 5/4" I'—O° —302.0 SCALE: 3/4" = I'—O" o III I I REBAR (TrPJ II I I II t, 'T' CONNECTION v : REBAR OVERLAP 17E7A I L A-302.0 50ALE: 5/4" = I'—O" a rn Q � o t- a) TYP. ROOFING (SEE u Z 5/4"xb" P.T. LJJ Z 0 Q p DECK BOARDS P.T. DECK JOISTS AS LV =:) N SECTION NOTES) 0 2 (4) 3/8" H.D.G. LAG Q NOTED ON PLANS J TYP. ROOF CONSTRUCTION BOLTS (PREDRILLED) z kbN - (SEE SECTION NOTES) w 5/4" x REOV Q W >: w Ul Q HEIGHT P.T. RISER \ 'SIMP5ON' H2.5A p.9 P m m O — — — _ RAFTER TIE �(1. Q Q O MIN. 4" BETWEEN EDGES OF DECK BOARDS - O = >. tu — - T- — — to I-I/2 SQUARE BALUSTER J / p 2"x BLOCKING ® EA. H J (STYLE TO SELECT) STRIN(SER TO O \� // O OFF F.T. E K ATCH JOISTS SIZE k 0) 0 0 � 3/8" THK. PL. SIMPSON H2.5A RAFTER FASTEN STRINGER TO a Ln m H 3/8 THK. H.D. TIE (OR EQUAL) GALV. PL. FASCIA BOARD G.J. AS PER PLAN 5/4"xb" P.T. DECK - FASTENERS) Z . BLOCKING (MIN. b � m 1114 BOARDS �J 0 0 2" \ -4 GAP PLATE 'A' _ -` xl2" P.T. STRINGERS ® I6" � BEAM AS PER PLAN 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® Z OF STAIR P. GONG. PAD Q FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE I I i• EA. STAIRWAY) J L\/L LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER •: (2) 1/2°m Hor DIPPED GALV. � I > �. O "SIMPSON" PG64 BOLTS ® EA. POST w/OVERSIZED 2"xb" P.T. BLOCK IN BETWEEN Z NEW "SIMPSON" LUS26 P.T. D.J. AS WASHERS b END NUT PREBORED - NOTE: (FOR 3 PLY BM) GALVANIZED JOIST _ z EA. STRINGER. FASTENED TO a X J Tq "SIMPSON" BC52-2/4 PER PLAN cV INTO BEAM, POST, DECK TIE 8 P. GONG. PAD w/ 14/64" x ttl Q ALL DEGKIN6 SHALL BE FASTENED Y �.� 0 HANGER RIM BOARD ASSEMBELY w/COATED DEGKIN6 SCREWS BY (FOR 2 PLY BM) 3-1/2" CONCRETE 5CREW5 BY r P.T. BEAM AS NOTED "GALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) Q Z SOLID BLOCK ® 12" O.G. (5) SCREWS PER BLOCK qo,, MIN. J CV (4) 5/8" H.D.G. LAG (2) SIMPSON DJT14Z (1) 1/2"0 H.D. CAL\/. THRU GRADE GRADE BOLTS (PREDRILLED) DECK JOIST TIE ® BOLT w/OVERSIZED WASHER ; L EA. POST 3 END NUT PREBORED INTO P05T 4 DECK JOI5T TIE " O 0 U "SIMPSON" ABA44 8 0 J ® COLUMN BASE — —\�- - — i A- 6RADE4"x4" P.T. P05T -� EXTER I Oil HOOD 5TA I R DETAIL P.T. POST AS A-4O1.00 W PER PLAN 12"m 'SONOTUBE' FILLED SCALE: 3/4" = I'-O" / SOLID w/P. GONG. (MIN. 4,000 PSI) — — — — W 3/8" THK. PL. Y4 ' 3/8" THK. I�2olGALV. FL. U '� GAP PL POST ATE S' 057 SIMPSON" p o BASE PER Q P057 SIZE ° FOR CONNECTION OF STL. COL. TO (5) 1-3/4" WIDE L'VL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE P.T. DEGKIN6 DIMENSIONAL LUMBER OR 5.25" WIDE PSL �- EXTERIOR V400D PECK DETAIL _ - - A-401.00 SCALE: 3/4" = I'-O" P.T. D.J. AS PER PLAN 8" /I I A-401.00 0OVF_i�F_D FORCH DETAIL ALL NEW WINDOWS a DOORS SHALL BE FELLA; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-005" FOR NAILING 8 STRAPPING DETAILS; U.O.N. 2 SCALE: 5/4" = 1'-0" WINDOW CHART �4� EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT O O TAG TYPE MODEL # OPENING TEMP PRO\/. PRO\/. O.D. SCH. 40 HOT WIDTH REO'D: 20" PER PER DIP GALV. STL. COL. PASTA LV.A1.2 AS PER WIDTH HEIGHT WIDTH HEIGHT HEIGHT O'Ds 5.1 UNIT UNIT OPEN REQ'D: 5.'i S.F. MIN. 4" BETWEEN 1 PLAN WELDED TO PL. A (2) DOUBLE HUNG FELLA i� 2'-8 I/4" 5'-0 I/4 2'-7 I/2" 5'-0 I/2" q.01 5.20 / EDGES OF I-I/2" 8'x8"x5/8" THK. SQUARE BALUSTER — �� STL. BASE PL. o= pw (STYLE TO SELECT) B(12) DOUBLE HUNG PELLA 2'-8 I/4" 5'-6 I/4" 2-1 1/2" 5'-5 I/2" 6 [� 9.-10 5.50 ~d G (U DOUBLE HUNG FELL 2'-8 I/4" V-10 1/4" 2'-7 1/2" 6.23 3 55 O O (4) I/2 HOOKED ANCHOR z PROP. METAL FLASHING �J BOLTS EMBEDDED INTO O 0 MASTIC AROUND POST D (8) DOUBLE HUNG FELLA 3'-O I/4" V-6 1/4" 2'-11 1/2" 5'-5 1/2" 5.88 2 Q 10.45 5.88 FOOTING MIN. 4 w/ OVERSIZED TERPROOF NEW WHITE DUROLAST EPDM ROOF - Q MEMBRANE (OR EQUAL); --- WASHER AND END NUT SETUP m - /, INSTALLATION, LAPPING OF SEAMS, v Q E (2) AWNING FELLA 3-O 1/4 5-6 1/4 2-11 I-il I Q 4.50 1.40 AND SEALING OF EPDM MEMBRANE Q w p NEW 2X SLEEPERS 5/4"xb" P.T. DECK p m TO CREATE TOP - - - AS PER MANU. SPEC.'S. BOARDS PITCH - INVERTED 1/4:12 F (I) DOUBLE HUNG FELLA 3'-0 1/4" 5'-0 1/4" 2'-II 1/2" 2'-II 1/7' H� 5.25 2.Q8 BASE PLATE 'A' _ G (1) DOUBLE UNG FELLA 3'-I 3/4" 4'-q 3/4" 3'-I" 4'-q" 5.q 11.3 5.4 z W 4 57EEL GOL.UMN GAP I$ E3A5F_ PLATE DETA I L5 NEW 2X SLEEPERS TO 0 NEW " CREATE BOTTOM 1/4:12 O U PLYWOOD PITCH;PITCH AWAY -401.00 SCALE: 5" = I'-0" FROM EXTERIOR WALL DOOR SCHEDULE DOOR MATERIAL Lu TAG DESCRIPTION MANUFACTURER Q d N RATRIE NOTES p WIDTH HEIGHT w PROJECT: EXTERIOR SHEATHING AS PER SECTION NOTES FIRST FLOOR SIDING MATERIAL ASLUBIN PER SECTION NOTES 101 SINGLE THERMATRU 3'-O" it 6'-8" • �� • (2) SIDELIGHTS 8 BUILDING PAPER d HOUSE WRAP RESIDENCE TO FULLY OVERLAP FLASHING 102A (5) INTERIOR SLIDER PELLA q'-8 VS„ TRANSOM EXIST. STUD WALL 8 SLAT DEG�G DETAIL b'-8" • • = 1025 (3) EXTERIOR SLIDER FELLA q'-10 3/4" �-401.00 SCALE: I I o � - - �i "Z" FLASHING 5/4"xb" P.T. DEGKIN6 103 SLIDER PELLA 6'-01, :iL 6'-8" • ��' (U.O.N. ON PLAN/ - L - �J 2765 WELLS RD. 104 51NOLE THERM 3'-O" 6'-8" 45 MINUTE SELF CLOSING PECONIC Lol MINIMUM , NY 11958 GAP FOR SEGTION/DETAILS) DRAINAGE __ -� 105 SINGLE 2-O 6-8 • FINISHED JELD-WEN DRAWING TITLE: FLOOR 7106 SINGLE JELD-WEN 2'-O" 6'-8" • DESIGN DETAILS „ „ METAL DTT DECK TENSION 107 SINGLE THERM) TRU DOOR & WINDOW SCHEDULE JOISTS AS PER PLAN FASTENED w Z /(2) TIE BY 'SIMP50N (OR SECOND FLOOR � " FLASHING N w FINISHED 5/8" � x 5" LONG HEAVY DUTY GAL. EQUAL) :� GRADE LAO BOLTS ® I6 O.G. INTO MUD SILL S COUNTER RIM BD.;WHEN ® FOUND. WALL FASTEN w �/(2) 5/8" x 5" 1_ON6 APPROVED FLASHING P.T. DECK JOIST 201 SINGLE JELD-WEN 3-O '71-011 AS PER PLAN • i MASONRY ANCHORS ® I6 O.G. 202 - DOUBLE PAGE: 5-O 7-O �' ' EXIST. FFOUNDATIONWALL JELD-WEN 203 SINGLE JELD-WEN 3'-O" -1'-0" �I --- A-401m00 LE01 ER GONNEGTION DETAIL 204 SINGLE JELD-WEN 2'-8" �'-O" A-401.00 - I 0 205 DOUBLE JELD-WEN 4'-0' SCALE: I" - 0 �u� m u DATE: 07/17/24 15 OF 20 m : 206 SINGLE JELD-WEN 3'-0" "I'-0" 20"1 SINGLE JELD7E a — 208 SINGLE JELD-WEN 3'-0" -0" I • ������� BASEMENT FLOOR m 20q SINGLE JELD-WEN 2'-6" '1'-0" • ,�7 t..f ° 210 SLIDER PELLA 8'-O" 6'-10" I • I MODEL# a � JL FWGi0080-4 �r 211 BARN TBD 3'-0" 1'-O" Loo-1 212 BARN TBD7[ 3'-O" IL 1071 �� I,�I I,�I I,�I /� Kfo C RE55 Y` I NDOY`4 Y`ELL DF-TA I L 213 SINGLE JELD-WEN 2'-8" 7'_O" �° , a A-401.00 SCALE: 1/2" = 1'-0" _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W LLU Z O i - OOD FRAME (L.G. STL. IH EXISTING TO REMAIN 04 WHEN APPLICABLE) J W NEW W FOUNDATION ALL � NEW WOOD FRAME (L.G. 1 i� Q � Z 57L. WHEN APPLICABLE) �j � NEW I-HR FIRE RATED MIN. (2) 2"x4" 57RU07URAL " Z WOOD FRAME (L.G. ST.L. P05T FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL L F- POST FOR b" WALLS), U.O.N. O O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 57L. n- Lo m WHEN APPLICABLE) Z It m O H � Z � Q LW J J 00 Zr-I � r J T-i O Q Z r-I Loix %-I Lo — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (2) 2"xIO" P.7• — D (2) ZxI (2) ZxIO" P.T. i DROPPED GIRDER GIRDER DROPPED 61RDER -i W�I I ,� I I Q � 11 I.,• � o p - NEW WOOD Q I I _ =x DECK ABOVE 0 p h 1 V (V x W 1 z ° (2) 1.75" x q.25" 2.OE Cam`-P L (1J 1.15" x q.25" 2.OE G-P (ZJ 1--75" x q,25 2,OE 6-P -- Q LVL DROPPED LVL DROPPED LVL DROPPED GIRDER C71RDER GIRDER O v NEW CRAWL I Q SPACE ® 0° NEW 2"xl0" F.J. ® 161, O.G. �n u1 x I X OUTSIDE Lc u / EXIST. SLAB 'SHOWER•, p v O v I_ ABOVE ` PAVER x o -� 0 e o w 57 tu - I — — — — — + -0 = — — — — -I —O - — — -+ —o—1 EXIST- - 2 X 10 61RDER -0 — — — — — -- — - Z w O _ v cV � I x0 W N� N w EXIST. PROJECT: ic tc BASEMENT UNFINISHED I I UNHEATED L U B I N RESIDENCE I I 2765 WELLS RD. PECONIC, NY 11958 Q p NEW WOOD p '° r DRAWING TITLE: DECK ABOVE - I� ; x= I PROPOSED STRUCTURAL PLAN No (3) ZxIO" P.T. (3) ZxIO" P.T. (5) 2"XIO" P.T. DROPPED (S1RDER B — = DROPPED 61RDER = — = =DROPPED GIRDER— I° PAGE: (2) ZxIO" P.T. '0000, 00 DROPPED GIRDE � Sl - —— — ■ DATE: 12/08/23 16 OF 20 FROPOSEZ7 FOUNr1 )ATI CN 57RUG7URAL. PLAN 50ALE: 1/4" = 1'-0" , 'ti (5 NE 12AL 5"'r �50L <E)o0o a a 0 NEW PARTIAL HEIGHT ~ (3) _ EXISTING TO BE DEMOLISHED LJJ Z O WOOD FRAME (L.6. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) // J rT-1 NEW FOUNDATION WALL Q LiJ NEW WOOD FRAME (L.O. Lu 5TL. WHEN APPLI(�ABLE) Z NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.5. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL J F- Ln Y POST FOR 6" WALLS), U.O.N. m 0) O NEW 2-HR FIRE RATED O WOOD FRAME (L.O. 5TL. Ln WHEN APPLICABLE) Z O 2 p Z m a LEI J J 00 Z0) (0 O Z >: 4 = Z N V- _j Lo r-I r- Lo (3) 2"x10" HDR (3) VxIO"HDR (3) 2"xlO" HDR (3) 2"xI0" HDR (3) 2"xl0" (3) 2"xl0' HDR WRAPPED W/AZEK HDR WRAPPED W/ AZEK Q I WRAPPED fX W/AZEK N a m WOOD DECK O �, N( N .D I'T8.2 SOFT. LL Lu fV (V J V m z ® I u ® v i z U v v NEW O SUN RODM O J (V 55T.2 SOFT. {� a w ® u ® REF. =7 z z iv r I Lc Im XO I N N ® _ ® NEW (3) q.5" LVL HEADER - - MUDROOM (3) q.5" LVL HEADER (3) q.5" LVL HEADER 48.0 SQ.FT. -T \ I I 15" BENCH I.-15"xlb" 2.OE G-P LVL DROPPED HEADER - tL �— MODIFIED v b 0 DINING ROOM X O u. ►:I O MODIFIED 206.E SQ.FT. J N;�p KITCHENlu . ® Q - 0 210.4 SQ.FT. EXIST. ------------- GARAGE LE w w = v o ------------- LL o s X ------------- NEW :0 - OUTDOOR ------------- SHOWER 3 1.5_xq.5" 2.OE 6-P LVL FLUSH ORDER w/ " STEEL FLITCH PLATES ---- ---- — — — — — 0 Q (2) q.5" 2.0E z ----- ---- - H LL RLc z 0 NEN Olp H 0 --------- y 0 0 MOD. ® w N BAH 1 D Is.0 50.FT. BATH V N ® 20.5 • SQ FT. I O I � (2) q.5" 2.OE EXIST. EXIST. LIVING 6-P LVL FL. ROOM h� Q FIREPLACE �wp Q O I (2) 2"x4" POST N= TO BATH WALL ABOVE PROJECT: EXIST. IL EXIST, ( BEDROOM L U B I N NI (V�p ® RESIDENCE X lu 2765 WELLS RD. 0 o PECONIC, NY 11958 w zv w w v aQ � Q oQ DRAWING TITLE: I �� NEWam WOOD DECK o IJ� U U PROPOSED STRUCTURAL PLAN N Q m w Q O p Q l xI ® d 2'f3.9 SQ.FT. ry�V Ln z N 6 IY 6(Y ® (5) q.5" LVL HDR (3) q.5" LVL HDR z I z I�!K WRAPPED W/ AZEK m WRAPPED W/AZEK - - ❑ ❑ - - - - - 7T T-F I I PAGE: S-102m00 u u DATE: 07/17/24 V OF 20 FROFOSF-17 F I R5T FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0" J; OENER L 5*%r1�50L <EY : _ m EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W W Z O OOD FRAME (L.G. STL. 04 EXISTING TO REMAIN WHEN APPLICABLE) J F- ui NEW FOUNDATION WALL m,: Q W NEW WOO >- WOOD FRAME (1_.G. �=� STL. WHEN APPLICABLE) z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS -� J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H Lo Y P05T FOR b" WALLS), U.O.N. m O O NEW 2-HR FIRE RATE=D O WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) Z 41 m O H 0 z Q W _J J 00 Z 6) U J O Q Z 'rl u- W w Lo Im e-I N Lo Lu - - - -=-- - =- _ _. =----- -- - - - -- --- - - -- --- -- - __ _ __ _ - -- - ��-� Lu - - NEW WOOD DECK H- = J - - - - -�' - - ----- --------- - -- --- - ---- ------- - - - -- - - - -- --- - - - - -- - =.......-.,__..-_._._.....__.._-..a.......__._._... ,_..___�.�.:_.:+.��._.. ...._.._.. - _ _. _- �) �1.5 LVL HEADER - - - - - - - (:2) 2"x7 2 Lu T"-7 V LINEN OS_ (2) 2"x8" — (2) 9.5" LVL HEADER � � (2) Q.5" LVL HEADER NEW BATHROOM v HDR 129.4 SOFT. NEW NEW BEDROOM u LAUNDRY a GLG. 516.5 SOFT. �x �- ROOM HGT. 46.5 _ --- a ® SO.FT. ° i 9 GL6. • 1 - HOT. OS NEW FAMILY O I ROOM 2-ro S.F. � v 11' GLG. HOT. NEW � ° ��lu d)Q BEDROOM aNz Q 506.5 SOFT. x Q q' GLG. HOT. N x — I N wp ® — (2) 2"x4" POST (2) 2"x4" P05T (2) 2"x4" TO RIDGE TO RIDGE TO RIDGE >I ABOVE ABOVE ABOVE NEW WALK-IN v w - GL. cri 115.6 50.FT, x ° tV- O V GLG. HGT. v PROP. 2 x8 G.J. �� - Q OPEN \ \ (2) 2"x4" POST BELOW TO RIDGE - - - - - _ - - NEW ABOVE -I (2) 2"x8" 7- - - - - HDR O.O SO.FT. ------ NEW ----_ - _:- - --- - - - -- -- - .- --_-- :-- o PROJECT: 00(i) NEW : ° L U B I N BEDROOM G� z 216.9SOFT. Q ® RESIDENCE 9' GLG. HGT. NEW BATHROOM U 101.5 SOFT, n NEW q' GLG. HGT. BATH - 46.5 SOFT. 2765 WELLS RD. 9 GL6.H6T. (2) 2"Xa' HOR PECONIC, NY 11958 � I [12.0 5�.FT. — a 2}��� � LINENS NDR IGH (2) 2"x8" HDR I DRAWING TITLE: PROPOSED STRUCTURAL PLAN -------= - - -- - -- - - - -- - - - --- - - --- - - - - - - -- --- - --- _- -- - -- - - - -- --- - -_ - - , -:r - - - - ---- - - - -- - -�--- - - - - - _ -�- AGE 7=7---7-- b-103m00 I I DATE: 2/08/23 18 OF 20 : FROPOSED SEC,0ND FLOOD` STRUCTURAL PLAN `Y ° SCALE: 1/4" = I' s F NEW PARTIAL HEIGHT a ' _ EXI5TINGG TO BE DEMOLISHED ,�— -T� NOOD FRAME (L.G. STL. W Z O EXISTING TO REMAIN IIL`f-y WHEN APPLICABLE) J � W NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q W >- STL. WHEN APPLICABLE) � NEW I-HR FIRE RAT=D MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.O. 5TL. a F05T FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F- Ln 2 POST FOR b" WALLS), U.O.N. O O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.O. 57L. (- Ln ix WHEN APPLICABLE) Z m O H � Z Q W J J 00 Ze0"I � J e-i O Y QZ %-I f- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - rr - - - -r—, J N — — — NEW 2 x8 R.R. R� \j Ln O U � O ® I6" O.G. z ;) QQ x SECOND FLOOR WOOD DECK ® N � W V V 2212 PITCH - - - - - - 22:12PITG Q N m -1 - - — - - - -� - - W w ® ® 1 -1:12 PITCH z 7:12 PITCH .J < 1 N W 2"x8" R.R. (� J lu d ) 3N A y (V !P z Q � 0.' i IY NEW (2) 1:75"x11.8'15" G.P. 2.OE LVL RIDGE - I 00 vi 00 I I a(L d � ~ ' a PROP. C70OPMAN 4 TON AIR O O O O N HANDLER (HYDRONIC) N M0DEL#ARUF611 I4OUAR w ® W z z NEW (2) 1.'15"xII.8 75" 6.P. 2.0E LVL �0 RIDGE 10:12 PITCH NEW (2) 4 NEW(2 q NEW 2" .5" LVL HDR. ) .5" LVL HDR. ui " _ x8 R.R. ' I 1 / Sib R/ U 0 00 i \r�� NSA IN�p X ' 6.12 PITCH 6:12 PITCH, ` Z 11 o 0 z - - j - - — — — — — — — � - - - - - J _ �- Lu N�� IK O �e � x Ntu I [ ., U — U)� Lu ��/ z x lX ..�� n n � " n � I NEW 2"x8' R.R. w NEW 2"x R.R. NEW 2 x8 RR. NEW 2 8 R.R. ® I6" O. ® Ib" G. N w p ® Ib" 0. ,. 0 ® Ib' O.G. F7 Ns"l I 1 NI I �N � I nl I Lii a d O a .1.5:12 0 p — PIT 12 0 PITCH PROJECT: 0:a Q,K PITCH I�1Y 0_� 8:12 PITGH l�p u? l�l p 5:12 PITGH) < 0 � 0 Q � Q X Q ��II Q �n I� I �z r 1 0�I � I ��_ �I v s ;i cV zx LUBINN r o IQ RESIDENC E 2'1:12 2'1:12 21:12 PITG � PITCH PITCH 21:12PITCH - - - - - -- - - i 2765 WELLS RD. .T PECONIC, NY 11958 v m DRAWING TITLE: V'x2" ALUM. w ® X° RUCTURAL PLAN ® 5"x2" ALUM. PROPOSED ST r r r r DOWNSPOUT DOWN z DOWNSPOUT DOWN �J L_J L_J L_J 0 L_J L_J L_J ATO TO SPLASH GUARD — — — — — r — — — — — — — — — — — -- SPLASH GUARD lu ® GRADE z ® &RAVE Ll VI ALUM. VOWN5POUT DOWN l TO SPLASH 61 �J L_L— — -- — — L L�J� ® &BADE PAGE: Vx2" ALUM. "LlsDOWNSPOUT DOWNIf m TO SPLASH GUARD moo ® GRADE LDATE: 12/08/23 19 OF 20 FROFCSE17 ROOF FRAM I NO PLAN SCALE: 1/4" = I'-O" A Ef. 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W.G. � I I I I z4 FUEL 6A5 w 1 I' W•G•I I ALL PENETRATIONS IN U U I I I p� 1 oa NEW U U I 13 1 �-------� HOT wArER s I I I IQ I U - Ik I I 3 I PIPING PENETRATIONS: N I I NEW I I FIRE RATED WALLS AND I I I I I 1 � I dJ�I NEW � I NEW * •U �I TUB I I U U �I .U � I� 5UPPLY to I NEW I NEW TUB I I 1 NEW FLOORS/CEILINGS. U I z U I U �, * * z 1 •U NEW I ,: I m= I I- SHOWER �cv - 1 I= SHOWER IN - I• (�� m 1 I I N 1 15HOWER I- 15HOWER I- 1 I 2 NEW I I 1- 1- 15HO14ER PRODUCT CONFORMS TO 1 QI 'N NI '� �I 'cV NI �_ N u NEw n I� m IN IN 1 I= 5HOWER NEw - _ I WASHER I I ASTM E 814, ASTM E 84 __ �Q —( I — I I Ali j� WASHER 1 r,n I I �I N GOLD WATER DRYER N I. PROVIDE "ABESGO _ 1 I�- �_'_ ( I I I I __. SUPPLY G.O. 2 2 i-- 3„ 2 G.O. AND UL 14?q I - �; -- — -- — -- ---------=-------- ---------`— ----�- -- -I------ F—.._.._..� -- FOAM" (OR EQ AL) AT .._. _.. . _.. y_.._. _ ALL PENETRATIONS AT - NOTE: _--.._.._.._..—.. ._--_ __—.._ .._..—.._. ._ _.._.. y.. _� ALL PLUMBING W WALLS ANDORK 1 I PROVIDE "ABESGO FLOORS/GEILIN65. NEW MODIFIED MODIFIED SHALL CONFORM TO I NEW MODIFIED CONNECT T I I FF200 FR EXPANDING 2.PRODUCT CONFORMS HALF BATH BATHROOM #I KITCHEN MODIFIED I FOAM" (OR EQUAL) AT LOCAL PLUMBING CODE I HALF BATH EXI5T. WATER BATHROOM #I SUPPLY SYSTEM ALL PENETRATIONS IN — ,2 I KITCHEN j I FIRE RATED WALLS AND MODIFIED TO ASTM E 81-I ASTM E I 84, AND UL 147q O 11 GLEAN OUT a 1 I FLOORS/CEILINGS. KITCHEN O NEW __ REPL. 1 I I AS REQ'D G I NE!^, I PRODUCT CONFORMS TO IL LAV. 2 _--i _ I LAV. 1 I I RELOG. I REFL. I ASTM E 514, A57M E 54, 0 INEW 1 I I 1 K.S. EXIST. F.A.I. TO � I I Qa LAV, I LAV. q� RELOG. i AND UL 14�q 1 „iW.G. 1 2 I I W.G.L I //-REMAIN ~ I I Q NEW I REFL. I Q4 K.S. 21 I 4 I tL I W.G. � RANGE NELL W I I- I _I IN mN�I IN� NiI I� NI IU m PROP. 1000 1 \ iR IEDSHOWER PROPANE2 TANK -& - - - - - -- -- - -----------= { I �-- �ry - Z -- -- - --- - UTDOO i -.-_- _-— s_ .- - -_— _-__ ._.. ._..- - - — - — -- _ -_ -.._.. -.. U 00 — w G.O. SHOWE TD j I I SHOW- p EXIST. HOUSE I I I I U MAIN DRAIN G.o. L------------------------------------------------- PROP.WALL TO PROP.WALL HUNG I WATER STREET m m _ � HUNG TANKLE55 ---- TO 5EPTIG BOILER WATER - - - - z PROP. PROP. Q SYSTEM w NAVIEN HEATER WALL WALL Fw_ Q NAVIEN inBOILER TANKLE55 m NAVIEN WATER HEATER NAVIEN PROJECT: LUBIN RESIDENCE 2765 WELLS RD. FLUME3 1 NC R 15ER - 17)RA I N / NA57E / TNT FLUME31 NC 1t' I SE CAS RISER - SUFFL)' PECONIC, NY 11958 50ALE: NTS 50ALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: rmlola oo DATE: 12/08/23 20 OF 20 #N f