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HomeMy WebLinkAbout48680-Z of SOoryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd �yCOU11%,�i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45745 Date: 11/09/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1275 Greenway W Orient,NY 11957 Sec/Block/Lot: 15.4-25 Conforms substantially to.the Application for Building Permit heretofore, filed in this office dated: 11/07/2022 Pursuant to which Building Permit No. 48680 and dated: 01/03/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered front porch, rear deck, outdoor shower and attached garage as applied for. The certificate is issued to: Dimitrios Antoniadis,Irene Antoniadis Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1631 11/4/2024 ELECTRICAL CERTIFICATE: 48680 06/06/2024 PLUMBERS CERTIFICATION: Dimitrios Antoniadis 04/10/2024 l Auto ize Signature o�SUFfDI,��o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48680 Date: 1/3/2023 Permission is hereby granted to: Antoniadis, Dimitrios 3300 North Sea Dr Orient, NY 11957 To: Construct new single family dwelling on vacant land as applied for with SCHD approvals. At premises located at: 1275 Greenway W, Orient SCTM #473889 Sec/Block/Lot# 15.-1-26 Pursuant to application dated 11/7/2022 and approved by the Building Inspector. To expire on 7/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,775.20 CO-NEW DWELLING $50.00 Total: $3,825.20 r Building Inspector oF so�ryol _ � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �� • �o sean.devlinCcl�town.southold.ny.us �yCOU , BUILDING DEPARTMENT TOWN Off' SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dimitrios Antoniadis Address: 1275 Greenway W City:Orient st: NY zip: 11957 Building Permit#: 48680 Section: 15 Block: 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical Contr License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 97 Ceiling Fixtures 33 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 6 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 135 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 6 Transfer Switch 200A UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 9$ 4'LED Exit Fixtures Sump Pump 1 Other Equipment: Fridge(3), Hood, Oven, DW, W/D. 150A Panel 30 Circuit/ 30 Used, 150A Panel 30 Circuit-/2.1 Used, Sub Panel 100A 8 Circuit/ 8 Used, Carcharger Notes: Two Story House w/ Finished Basement Inspector Signature: Date: June 6, 2024 S.Devlin-Cert Electrical Compliance Form N4�gUFFO�,��o Town Hall Annex C Gym�y Telephone(631)765-1802 54375 Main Road c 1 P. O. Box 1179 cn Southold, NY 11971-0959 W- rft }� ?,"14 o�r' ® BUILDING DEPARTMENT MAY 3 0 2024 TOWN OF SOUTHOLD Building Department CERTIFICATION Town of Southold Date: d Building Permit No. t10 0 1 Owner: P I !y i 970 tJ 2A 01 -S (Please print) Plumber: 1611 T-a I a ' 1A/w/c/ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 10 h d of ` 20 Notary Public, County Chrisoula Vlachou Drenis Notary Public,State of New York No.01VL6130085 Qualified in KingsCounty My Commission Expires July 05,209c, 1 / �aOE 50Uryp u (�ltJ' "�?j �'C�Q ` ►�v # # TOWN OF SOUTHOLD BUILDING DE PT. 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d f A4o-r- -t-f OvS-- DATE 43 V �� INSPECTOR �o�aOE SOUTy�� (06 �� ���e,n Sll V V • # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: DATE 2 INSPECTOR r OF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. TuHr+, 631-765-1802 o INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL �II� [ ] FIREPLACE & CHIMNEY'- [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i5 6) I AML, K &6soodo, DATE " INSPECTOR N. J. MAZZAF ERRO, P.E. ►SAY 2 2 2023, PO Box 57, Greenport,N.Y. 11944 .,,.: Phone - 516-457-5596 °.�.:'�. Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Antoniadis 1275 Greenway West Orient,N.Y. 11957 District-1000, Section-15,Block-1, Lot-25 Building Permit Number—48680 Inspection—Footing and Foundation On 5/18/2023, I inspected the construction at the noted location. The inspection covered the verification of the footing and foundation for the new residential structure. The areas verified included the footing keyway, foundation wall forms, and reinforcement for the new structure. The inspection results are: Items verified included footing keyway size, foundation wall size,reinforcement,the completed foundation wall and damp proofing. The completed 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. OF W Y Nicholas J.Mazzaferro,P.E. 0 2N�Q 4fO 051OC3 �C�2 A'�OF�swooP�'� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Antoniadis 1275 Greenway Orient,N.Y. 11957 District-1000, Section-15,Block-1, Lot-25 Building Permit Number—48680 Inspection—Foundation Wall and Damp Proofing On May 19,2023, I inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the new residential structure. The areas inspected included the finished wall and damp proofing of the new foundation. The inspection results are: Items inspected included foundation wall size, finish and damp proofing coating. The 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. Ag .Mq� Nicholas J. Mazzaferro, P.E. 9�F 0 a No 05709y pR'OFESsloNP�� MAY 2 2 2023 N. J. MAZZAFERRO, PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Antoniadis 1205 Greenway Orient,N.Y. 11957 District-1000, Section-15, Block-1, Lot-25 Building Permit Number—48680 Inspection—Footing—Pier- Reinforcement On 5/19/23, 1 inspected the construction at the noted location. The inspection covered the verification of the footing and reinforcement for the new residential structure. The areas verified included the excavation, reinforcement, and footings of the addition/alteration. The inspection results are: Items verified 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. OF NeV Nicholas J. Mazzaferro,P.E. s J.M 'kZ �C' in -X * It 0 ww 05109 D EC � o � � N. J. MAZZAFERRO, P.E. SEP 2 2 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Bisefdeng Department Town of SOuthold Consulting Engineer September 5, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Antoniadis 1275 Greenway West Orient,N.Y. 11957 District-1000, Section-15, Block-1, Lot-25 Building Permit Number—48680 Inspection—Framing On August 15, 2023, I inspected the construction at the noted location. The inspection covered the framing for the new house structure. The areas inspected included the rear deck,basement, first and second floors of the new structure. 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. of N '42Z9 4' Nicholas J. Mazzaferro,P.E. z O x 0570°�� �2� AROFESSIONA� i N. J. MAZZAF ERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer September 19, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Antoniadis 1275 Greenway West Orient,N.Y. 11957 District-1000, Section-15, Block-1, Lot-25 Building Permit Number—48680 Inspection—Rough Plumbing On September 19, 2023, I inspected the plumbing construction at the 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 set up with head pressure (using water)per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 50 pounds (using water)per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done 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. �E OF E 0 Nicholas J.,Mazzaferro, P.E. z � �o AD AROFEssloNo -'iD F1=3 C I E? 0 V OCT 1 2 2023 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Int 7r 'i fijr,DEFT. Phone - 516-457-5596 '`� Consulting Engineer October 12, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Antoniadis 1275 Greenway West, Orient,N.Y. 11957 District-1000, Section-15, Block-1, Lot-25 Building Permit Number—48680 1 —Walls—Insulation provided and installed by Delfino Insulation. Wall Batt Insulation provided rated as R-21. 2—Ceiling/Roof—Insulation provided and installed by Delfino Insulation. Ceiling Batt Insulation provided rated as R-30. Roof Spray Insulation provided rated as R-49. 3 —First Floor/Cellar Ceiling—Insulation provided and installed by Delfino Insulation. Ceiling Batt Insulation provided rated as R-30. 4—Basement-Insulation provided and installed by Delfino Insulation. Wall Spray Insulation provided rated as R-26. Additional Closed Cell Spray provided throughout house structure in walls,perimeter box beams and headers. All insulation provided was done in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. All the insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- The insulation and caulking installation as verified by inspection and the letter dated 8/21/23 from Delfino Insulation, is compliant with all applicable codes and conforms with the design specifications. (Copy attached) OF N H, r �.M Nicholas J. Mazzaferro,P.E. U � � _ z o Fp No o5��� MOON- Delf no Insulation Proposal W E3,urman Blvd Phone: (631)k2 7181 Calherton;NY 11933 Fax (631)329-7159 Proposal No:2308219506 Date: 08/21/2023 Antoniadis,Dimitnos ,lob Andress:SF,AS,IN/1275 GreenwayW. 1275.GreenwayW 1275 GreenwayW. Orient,NY"11957 Cnent,NY 11957 Phone(631;rt33 9048 PLEASE NOTE:Proposal'fndcates items fequlrgtlfor eacti Phase of the Job;;follovued byoptional upgrades or sequen0es forthat Pttase:initial acceptance of desited options on line left oil ternand opal' fcos6 wrW a added to conned prjoe.Retum 9 'ad '—I and option/upgrade request 2 sfdy Rre:caulk Wk Area Ar6teria l Penetrations Fire CaiilliASTM 136 Phase Total: 2 storySpray foam phase Ulbrk Area Abterlat Attic Rooflins gosed.Wl Spray Fvam 3 Nmnirial Fill R-21 2x10 Qos d Sloped 0ellings gos:d Cell Spray Foam 3"NoOW fill R21 Cantilever' posed Cell Spray Foam 3"Norninal:Fill R-21 Gable V all(s) posed Cell Spray Foam 2"Narntnal fIP Ft 14 Boxendgretums in;garage posed Cell Spray Fdam 2"idotruial FtC R 14 lndeiode of st8irs.,::: posed Cell Spray Foam 2"Nominai Fill.R14 2x4616 0;o* cellatiliklis Closed Call S pray Foam Z.Nominal Fili I444 Rlrriibend joists posed Cell Spray Foam 2 Nbmiratp:R 14 Phase . se Total: 2 story Airsealpliase .:: VEtirk:Area Anwar BckEnds Low Expansion Foam Behind outletsFxteriorwalls Low Expansion Foam Behind plpesFXedor'walls LowF)pandon Foam 'Dead Comers Low5pandon Foam Door&Wndowseams Low Expandon Foam Fxterlorvvall sheathing seams Low Expansion Foam Top&Bottom Plates White Caulk Fireplace phase wails Radiant Shield W Tear Baddoad.Fireplace Stop 6"Mineral Wbol. Install 2 plecesof 6"mineral wool bait insulation,to total 12"thickminaml%col td'baclilb Am plate these. Phase Total: loop 2 story-Batt lnsulallonphase Irlbrk Area khterial AtticRoofltrhe R25 Unlaced Inarlat on Insall R-25 unfaced bait insulation below3"dosed cell foam on underside of roof sheathing,to total R461n these vm*areas 2x10 Closed Sloped Ceilings R25 Unfaced Insulation Cantilever R-19 Unlaced Insulation Install R 19 unfaoed bait insulation below3"dosed cell foam In cantilever,to total R40 in thisuwrkama, Gable Wall(s) R 13 Unlaced Insulation Install R 13,unfaoed bait insulation overt doced cell foam rn gable yallsano ededor harped 2x4 cellarwalls To total R 271n these workareas 2x4ExteilorCetlarNklls ; tti3ttaTaaedinsdatian 2x6 E deiiorVYalfs R21 Kraft Faced H9hDensty Insulation Box Ends R2i Kraft Faced H h Density Insuation Fxtedor Garage Wall(s) R21 Kraft Faced Hgh Density InsA;Wcn Interior Garage Wad l(s) R21 Kraft Faced Hgh Density Insulation Fireplace Mass Walls R21 Waft Faced Hgh Densityinaulation 2x4 Extedor Walls R 15 Kraft Faced Hgh Density Insulation Intedor Garage Ceiling R-30.Kraft Faoed Faced Insulation Intedor Garage Calling R 19 Unfaced Insulation Install R19 unfaoed batt Insulation below R30 Waft faced:batt insdation in intedorgarage oeliing,to total R-49 in thisworkama. Phase Total: Total Price: Delfino Insulation 317 Burman Blvd Phone: (631)329-7181 Calverton;NY 11933 Fax (631)329-7159 odors farabove: Sound deaden 2nd floor ceiling RJO Unlaced Insulation Add'-$ Sound deaden fst Roor ceiling R-30 Unlaced Insulation Addl$ _ Sound deaden.ceilar ceiling R-30 Unfaceddnsulatton ,Addf$ Sound deaden2)Wnterlorw :% f?43-Kraflpaceddnsuialfen Addl$ Sound deaden 2x6interfor walls R-09 KrakFacedlnsu/adon Without OPHOM WiithOpSas Total Price Payment maybe made bycheck,Ursa or 1Vbster;Card, NOTE:ThisProposel consistsof multiple pages.If you do notreoeive the hUmWof pagesnoted below,piease corttad Conhactcrdlcedlyat:ttte totEeptione ntunber§atedatiov2;F ea sign and date ware indicatedto accept this Proposal.Upon recelvingyour�gnedPAV,. ourstiedulirigdepadrrtentvrtt.contaetyou Vie propose hereby toftunisirmaterials8 labor in accordance with theabove. sedftc9tlorisassostated:All%orktoilietxxrip.At. rnawworhiiantruemant raomtdr�tjto}9arxtardtSradiGes Any atterationsor deviation from above specifications Involving extra co&W111-beix only upon%Wffen OtdenkandWIt b0iboffie-On 0 randabnY Iha imateAtl DEBRIS IS TO BE BAGGED AND LEFT ON SITE FOAM JOBS:ItisanIndustiyrecommendation that all persnsand.petsvacatethepremisesduringthe Tayfoamappliwbonacidforaperiodof24htstttereaR�tirhtiefoamise4rtngAll foam issprayed to a nominal thidnesa NOTE Wth our now computer eisteminplaoe you will;teoenlean:emallwithalinktosgnandslbmit.yourptoposat,thrsmatdb dotteuyorr�tosfledule TERMS OF PAYMENT A 50°h deposit is due at time of scheduiing Batarme t1us.In full upon complettoxi oFeadt Phase regatd[e$of ally PaYmentartangetzent55rou have%Zth t1rin1 partiesandcronythirdpartyinfectionsCREDITCA♦ 7.i'AYMENTSAt�EStAIEOTTOA39%q-IARGENI61dDianpddhgf..ssltsjet#tt octsiteTh a ion `o ACCEPTANCE.Contradormayd�ttgeand(orwil.thdra ihlsa9 if C9rttraitordoeshotremveyqursignett-aopeptanoeVaih1n10twsifiessdaysaRertheDateSatedaboYe. _.. RFgCIItG ThePd.4Bs tatedfnttteSoopeoU4britabova.Pdit2r> itlfirmforBOdaysafter:the�atestatedahave if perfomant�ett(thisegreetrfentextenlsbeyohdthe60daypeod yvu agree to pay Conbadwslhen mrreM pfidtigl"R+oa y#tis anyV b4k06fttnztl:e-th 60 day Period;The Pdtxs?rt3bassd onl y an the to msand cangitionS e> y dated in this agreement.The l3doesexdude any and all tennsand conditionsnot wresdy dated herein,induding,without limltabon,6r obligafion bgeontractor6 name younranythirtl paYtyasarr= additional Insured on itsins rance policy;to provide per project aggregate insurance coverage for the Wark to pariidpate In any o%nercontrolled,wrap,or similar insnence program to -11 indemnify or defend you orany third-party,from any daims,ac icnsandfor lawsuits of any,W rid ornature%batsoever except to the limited extent date in Section l g cf thl sagreemem.Any tamisoroonditionsrequired by you by contractor otherwise In addition to or Inconsistent with those expressly stated in thisagreement will result in additional charges and/orhigherPriaes Any additional%ork performed lssrbjed to Oontradoesthen current pricing(unlem ODr t aria otfierWse agte�bs in'u oulig)aril to thisagreement. Purchaser Acceptance: Date: Authorhed.8iga Lora . Seller Approval: Data:06/2WQ4 . . . IWthoitrad SlH+��iFred FumallJr(l.'i1183b3rN1 tqS686 Buildin Envelope and Duct Tightness Re or 2020 Energy Conservation Construction Code of New York State Address of Test: 1275 Greenway West,Orient Tesi naleill/ 2ID40 Building Permit#: Compliance Pa y: Prescriptive Testing completed by: David Maschke RESNET Rate : 2 U0490 5 2024 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#Bgyglepartment Y� Southold East Moriches, NY 11940 BPI ID#: 5005793 (631)325-4006 Building Envelope Tightness Threshold: 2020 ECCCNYS ( 53.0 ACH50) Volume Calculations: Check if: Floor Area Height Volume Q Conditioned Basement Cond. Basement 2,173 8.8 19,101 ❑ Conditioned Crawl Space 1st Floor 2,173 10.1 21,947 0 Sealed Attic 2nd Floor 2,778 9.1 25,280 Sealed Attic/Vaults 2,778 2.0 5,556 Total Volume: 71,884 Area Calculations: Floor Area: NA Ceiling Area: NA Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 1268 CFM/ftZ: Air Changes/Hour @ 5041.06 (Code Compliance: PASS Duct Tightness : Post Construction Test -Total Duct Leakage System#1: 1st Floor, Duct Location:; Conditioned Space Exception-Duct Test Not Required Floor Area: Leakage: CFM @ 25pa: CFM/100 ftZ CFA: N/A Code Compliance: N/A System#2: 2nd Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 7/29/2024 David Maschke, Integrity Home Energy Assessments I H EA 1114 NY-ECCC 2020 Certificate 1275 Greenway West,Orient, NY 11954 Building Envelope Insulation Ceiling R-44.0 Above Grade Walls R-21.0 Foundation Walls R-14.0 Exposed Floor R-30.0 Slab NA Infiltration 1268 CFM50 Duct R-4.2 Total Duct Leakage NA Window Data U-Factor SHGC Window 0.300 0.310 Mechanical Equipment HEAT: Electric Heat Pump 10.15 HSPF COOL: Electric Heat Pump 20.6 SEER2 DHW: Instant, Propane, 0.95 EF Builder or Design Professional Signature REM/Rate Residential Energy Analysis and Rating Software v16.0.6 , 4 , r ,I'll 71 vn YA NO IA r•k. a `A t•�llr r' �� • R , i s — sr f 2 C r •.. r. ' • .�►y . ES INV A Jo �G ✓ JI y 1- P�iEG � Visit www.psegliny com p�G 2 Customer 16:05Y2�800y�t3�0 i Account 0.OM02a201 ervice To:plmNrlos Antontadis U 1275 Gr0hway W i Orient -NY 1100- d�1 A'CCOUNT SUMMARY MESSAGE CENT1 01 Z� -� � Service i`rom Jun 7;2024=;Aug,1,:2024 preVIOUS balance = 102.80 Your Excellent'Credit Rating is appreciated.This is our Payment(s) Received.Through 66/28/24- 702.130 opportunity tb say thankyou. ,Thank.Youl Our walk-16:CustomerService Centers are currently closed. Balance Remaining 0.00 and ire tint a accor payment options,Including in-person, New charges• g91.52 p g bunt services Automatic Withdrawal on`Aug 27,2024- _ 901.52 A 1 late paymentfee will be applied to outstanding charges If payment le not,received by August 31,2024 l� � �� YOUR ENERGY USAGE Daily,Usage:-w-A '•� 3_ '�Dalgr Cost j ' TofaCUse ` NEXT- METER READING up24 t116.25 3T45;kWh On or abouC10107/2024' `Au2a 5kWh Aug23 #1t'6�2' 1 .Y ,.�D Average.Daliy Use CONTACT.US (monthry use in patlod)- -VustOmer Service 88 88 8t 'Bt 55 , 55 47 47 1-800-490-0025 Espanol A-600-490=0085 3� 34 ,Weekdays 8AM-8PM-Automated Phone Services-24R r, •,Outages/Ernergencies-(24f.7) - Text OUT to PSE.GLI,(773454)or Call 1-800-490-0075 Auo Sep Oct Nov Dad J2 Feb Mai ADpS May Jun ,Jul Au0 78 71 71 51 51 4e 40 ..45 :-45 63- e3 78 78 -.Hearirig/Speech Impaired-TTY Oevic6.Required 2023 2024 711 Curr Bill vs.Last`Year a Actual ❑Estimate Your meter-le.read every othermonth.Your daily'usagels displayed' Effi•Energyciency I ReporffheR•ofService monthly foryoutocompare'yeartoyear. 1-800-692-2626 1-631455-6871 One:kWh ot;energy Is',equal to 1000 vratt hours and will power a 100 watt ®facebook.com/PSEGLI twitter.com/PS.EGLI light bulb for 10 hours(�0o watts:x 10 hours a 1,000 watt hours=1 kWh)., Weekdays'7AM-i1PM,Sat,-Sun 9AM-612M PAGE 102 CUSTOMER 10 0572-6007-08 0 ., BILL DATE 0810812024.. ...... .... ...... .... .,•M, . . ..... Please detach here and return with your check made payable to PSEG Long Island PSMLolvc CUSTOMER-ID.-0572-6007-08-0 >s>N Amount Due „•y.� i 99152 - PAY YOUR WAY,24/7 Automatic Withdrawal on�Aup 2T,2024 We offer a variety of methods that make Itteasy�to - pay your bill,See reverse side for more Information. P p 4N le PSEG,Long Island Dimltdos Antonladis d ,,, T PO Box 9050' 3300 N Sea Or Hicksville NY 11802-9050 Orient NY 1.1057--1356 0572600706010042211399152499152Y PSEGZONE - >�><:�,W- / Customer ID 05194. 007.08-0 j Account 9683028201 Meter#95164511 usage a __ :W Reading j • rfi, �� 3�, r Actpal,reading on 08/07/2024 1.6446 �f•,t , �f Actual reading on 06/07/2024 Electricity used in 61 day(s) 3745 KWH 81LL"DEFINITIONS DETAILS OF CURRENT ENERGY CHARGES KWH=KlloweitHour'enerey consumed Mi,000 With;(ex.ton 100W bulbs)ire Rate 180-Residential, General Use ueedtoronehour: kW or bemand The hlg_heat�mcunt of dlect(ito usddfn any ff4hourdudng o the bulln0 psrlod..1l kW teequaf to 1000 watts. bolo. Delivery 8 System Charges 8 ,487.86 Met'er,Multiplier.-Converts recorded use to total use on metersthat are` The cost fodellvsTelecfdaty:Includes operation and maintenance of deslpnsd to only record partial use. the electric system and certain transition charges of I1021306/kWh Basle Service-The minimum daily cost(Or e i4#eonnec0on tothe,el'eetric 'on behalf of the UNllty Debt Securltltatlon Authority,the owner of„ system. such transition the es. r0 Delivery Service Adjustment Charge oruedltthat tracks actual expenses against budgeted expenses.for unpredictable costs,such as storm response. Wit;Service-61 days) ® _".5100= 31 1.1 Distributed Energy Resources(DER)Chirps'recoversthe cost of MFC :3745 KWH ® 1 ,002288= 8.57 Revenue4ea ed PILOTi(Payments In L16U of Tate)-Staleandioeai First 508 KWH ® _ .0972= 49.38 taxes on uuilty revenues.Thls"does not Include property.taxes assessed on the N ext'3237'XW N _ .1232 398 80 elecbtc system,which make u t5%of yourhul. t Revenuq Decouplin�Adtustment Charfd orcrepn app led to balance actual dol very revenue Ith a approved raven es love.• 42% Power Supply Charges =.420.97 EncourI aos enerpyemcloncy by brealdn0 utnnyde pendency on sales revenue: The ciosfofel Includes the purchase o1 fuel e.g.oil and gas NY State Aseedsment-#ssesamerrt Imposed on'all utflWas and cooected'on Used'to roduce electricityand electric) Behan of trio state. P ectndry p ty purchased�directly. ) ufloik,Prope�Tax Adjustment The amountcorrected by PSEGlftrom utlolk Count custortI rs ralresenung the over�a�rOntofpro�er�r axa�talkie horaham ton to sdpeuon from acourt-orde a spat setw�e -e ate 3745 KWH 01 .112409= 420.97' anuary 11;200�.. o = 82:69 Customales er ,�;Stile and/or local sales taxes. 8lo Taxes"8�Other Charges Benefit Contribution(CBC)Charge -the cost of - cuslomerlunded pubtic.benelit programs.Applicable to net motor customers who connect onoraherJmuaryl 2022. " DER Charge 3745 KWH @ i_.004675= 1-7.0 Merchant Function Charge(MFC)-administrative and eouecdort Delivery Service Adjustment 3.03, related costs aaeocleted with procuring_elecufc,supply. Revenue Decoupiing Adjustment .0.22 NY State Assessment 2.02. - Revenue-Based PILOTS ' 13.74 Suffoik::PropettyTax Adjustment 2199 Sales Tax @ 2.5% 24.18 100%Total Charges 1, 991.52 PAGE202 CUSTOMER to:0579-6007-08-0 BILL DATE 09/Oe12e24. It's•Your Bill.How-You pay is Your Choice. -MOnline or phone M' Dilrectpay Wit.■a Credit-Card' �L.In Person. By Mail Make atpayment anytime Automatic,payments Pay your bill with a credit Payments are accepted payments-to: from a checking or savings from yyour bank.Skip card online or by phone at any customer service_ PSEG Long_,Island account with My Account, check,and etamps. (tee may apply). center or authorized RO Box 9050 by Phone or by text. Never worry about locations. Hicksville NY 11802.9050 due dates. Send.correspondence to:' " ww ►pse0linycom www.osegliny.com www.pobiliny.com Locations at PSEG°Long Island'.PO Text PAY PSEGLt.(773454) 1.800.49MO25 www.ptegliny corn Box 8083,Melville,NY 1.8004OM25 117474083 GO PAPERLESSI To sign up Visit psegliny:corn/paperiess } j_ +a ��y E Y F . aRld .OR� s mw i1 hs, OW u v � }i t Pf Al � lip Ark 7 !` K 10 y # �' ♦- l;t i fy44 Y • � by � r� ,\ N �_� ` � ' �!� ~lam, •.�. .�.: � s 1 f. 1 z Thla structure Is equipped with a STANDBY GENERATOR DE SECOURS SYSTEM ' STEM DE GENERATR atl astructura ost3gequ p da conYun S STEMA GENERADIOR DE RESERVA R LOCATION' MILT"E. �EMPLACEIAErrt' _V T1PE Dr CAI1DURAOO UDICACION'. `U TIPO UE COMDUSTIULE: - eM O Mar4r Q Q N•l Gae QDIo RW N.Weu AI n• GIu rat DI••ol fkne Orsu Welmnrrul DI6••1 O rf QE] Q yn L➢G.. sw Es ER. t Gnx ne PI. Ga•GLP �t rGRIDSTREAM RFr� �v 9DA49FE6 il1t111,1111➢.1Util0 l+ i —FOCUS RXRe FORM 2SE CL320 240V 3W 60Hz TA=50 Kh 12 1141—Au ovsu 111 1)1,1(345 1 1 'illill milli eve,wend:nosAe LONG ISLAND POWER AUTHORITY :ea gee rnn nv+ 'ill 11f II III 11 1 1111'I'I II ni:I l anrf ie.Gyr FIELD INSPECTION REPORT DATE COMMENTS �b FOUNDATION (1ST) y ------------------------------------- FOUNDATION (2ND) _ z 0 t� y v1 ROUGH FRAMING& .V ` PLUMBING . S r INSULATION PER N.Y: y STATE ENERGY CODE 11 ` it '\ FINAL ADDITIONAL COMMENTS Z5,Z,,Oo / 2 2 23 'EY4 w,iez t e4 1-aN r� �v• Go 2v ai(L. �" • S -&q —b G y -t�-js d kLIJ c s k 0 z ' x Wb g11fF0t,��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT o � o� y. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y s Telephone(631)765-1802 Fax(631) 765-9502 https://ivww.southoldtownny.gov ?Yqi qr:�a Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only u I l n PERMIT NO. Building Inspector: NDU 202 Applications and forms must be filled out in their entirety.Incomplete �ilt�og._ti;, applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: /f 0 2- Z2 OWNERS)OF PROPERTY: SCTM#1000- Na me: NTo.PJ t Aa: , Project Address: F wF} (,tJ,�S I pt� F V\J—1 5 r7 Phone#:� µ l + Irt -?J OSO Email: i M-1Tf.k_F 1-_. _ f� �� rvt .. L Mailing Address: p(' 1 i �- CONTACT PERSON: Name: Kly.t -�.._ __JI�H C,__w�fzzS 1. _SS.d.C_,-- PLC Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: �26SN` Phone#: �31 `�3.3D 8 I. Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF'PROPOSED CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �]00 Will the lot be re-graded? ❑Yes ffNo Will excess fill be removed from premises? ❑Yes CRNo 1 s PROPERTY INFORMATION Existing use of property: S, Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ._ tt = this property? _❑Yes ONO IF YES, PROVIDE A COPY. ..Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter236 of the Town.Code.APPLICATION Is HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for.necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York state Penal Law. Application Submitted By(print name): 1po,2leT T�. X��L y �INAuthorized Agent ❑Owner Signature of Applicant: /J °� Date: �1vT7-ZZT CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF S�Ft'a�i�- ) Commission Expires April 14,2�� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A rz-N'1 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of (?�c"71/�g'Y�,� .20 0-Z. Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) i-re-o',S AtjO31N®tS residing at Z300 N09TM SffA IQ., 0P-r'rK-J-1 NY. 1( 454'7 do hereby authorize � 1T <�I��- to apply on my behalf to the Town of Southold Building Department for approval as described erein. Owner's Signature Date 1J o nh tT4j2i`5 lk NkT00 j RA LS Print Owner's Name 2 rgV�fpt� BUILDING DEPARTMENT-Electri I Inspector TOWN OF SOUTHOLD B. ��� { Town Hall Annex- 54375 Main Road - ox 1 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownnygov - seand@southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/3/2023 \ Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Bums Jr License No.: 3897ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Antoniadis - Address: 1275 Greenway West Orient Cross Street: North Sea Drive Phone No.: Bldg.Permit#: 48680 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install Service Square Footage: Circle All That Apply: W IS, Is job ready for inspection?: YES❑NO ❑✓ Rough In Final Do you need a Temp Certificate?: YES❑NO Issued On 2'v Temp Information: (All information required) Service SizeWl1 Ph❑3 Ph Size: 300 A #Meters 1 Old Meter# 98305225 FV1 New Service0 Fire Reconnect[]Flood Reconnect OService Reconnect U [{nderground Overhead #Underground Laterals 1 ✓2 M H Frame ✓ Pole Work done on Service? R1 Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Pit- 48&szc AUG - 3 OS�FFpj-�C BUILDING DEPARTMENT-Electrica ector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o _ Southold, New York 11971-0959 4*4 apt. Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrO)southoldtownny.aov- seandCaD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/3/2023 Company Name: Paul Bums Electrical Contractors Inc Electrician's Name: Paul Bums Jr License No.: 3897ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 L71 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Antoniadis Address: 1275 Greenway West Orient Cross Street: North Sea Drive Phone No.: Bldg.Permit M 48680 email: 16 Tax Map District: 1000 Section: Block: . Lot: ' BRIEF DESCRIPTION OF WORK, INC44V DE SQUARE FOOTAGE (Please Print Clearly): Install Service Square Footage: Circle All That Apply: nA Is job ready for inspection?: RV YES❑NO Z Rough In '�`r f Final Do you need a Temp Certificate?: 0 YES❑NO Issued on 'Rlq 123 • Temp Information: (All information required) Service Size[-V�1 PhFJ3 Ph Size: 300 A #Meters 1 Old Meter# 98305225 0 New Service[]Fire Reconnect[]Flood Reconnect[]Service ReconnecttIS derground Overhead #Underground Laterals 1 ✓2 El H Frame ✓ Pole Work done on Service? FV1 Y N Additional Information: PAYMENT DUE WITH APPLICATION8�LA 1;a� " v'e Cyr 1 o5S 1160 $Pt- 4$i'v� Basement lstfloor 2ndfloor outdoor Total Recept 18 37 42 97 GFI 4 8 3 15 Weatherproof Recpt 8 8 0 Switch 16 46 36 98 Recessed light 34 45 56 135 Lighting outlet 7 13 5 8 33 Flood light 6 6 Strip light 1 1 Bath fan 1 2 3 6. 0 Smoke det 1 3 4 Smoke CO det 1 2 3 6 Heat det 1 1 0 Breaker,pole 21 21 AFCI breaker 15 15 GF/AFCI breaker 6 6 0 A/C condenser 3 3 Dryer �c.4--' 1 1 Washer 1 1 Range 1 1 Dishwasher 1 1 Hood 1 1 Refrigerator 1 2 3 Sump Pump 1 1 Gas Water heater 1 1 (� O.-Af Chi �- o��S11fF0��c ' BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y.1�01 �a0� Telephone(631)76571802 Temporary Certificate # Date 2023 Customer Name Electrician Name �, �� �.ErN•t Address Z?: " t u7 �• Phone '�3 . .5-• S e-mail lour" I (0Coe-mail b urn C Om , Phone License# Size ? 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 YES Flood Reconnect Old Meter#1 ctla Jblo rLs 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. Thi verification is va' f 0 from the date above. Authorized by N F 0 vo C?5150,, WELL�N� g,IV SURVEY OF PROPERT Y TEST HOLE DATA 0 vaj Ey�6 t MCDMAW GEOSCIENCE A A T ORIENT 02110115 EL. 15.7' �P S DARK BROWN LOAM a TOWN OF SO UTHOLD SUFFOLK COUNTY N. Y. 0.5' p �� 1�0, BROWN SAND SILT(ML) �p o J lQp SCALE. 1 --30 — 3 W7BROW EAVY GRA`"►EL SM QR ,6z • N� � O 1000-15-01-25 EL 1.7' 14.0' J t `�► WATER IM BROWN SILTY SAND �5.•E E,, MARCH 24 2015 IN1H HEAVY GRAVEL SM a"�J 20 i 41" l o �� APRIL 23, 2015•IAEVISIONS) WATER 1N BROWN FINE COARSE SAND PROP 40' 24' ISM7 0.3"M OAF%1b NOTE WATER ENCOUNTERED 14.0'BELOW SURFACE *1 - \\ CP AS HIG4 AS TO BE EXPECTED ID t ELEVADWS ARE REFERENCED TO 14AVD r h� \\ �Q 1� "OUSE EL It EL 188 RAINOFF CONTAINMENT C4 tt�� \ w at E`�s HOUS�,GARA ,DECK 8 PORCH- 3400 SQ.FT. M OSO \9 ° ed E ''''�" 3400 x I x 07 = 578 CU.FT, r f RAGE 4 �` PR� I E�- �• �3'0 14 �3r 578142.2 = 13.7 PROVIDE 2 DWS 8•0 x 8' 14P DEEP OR EOUAL CP 3• *y 3' LOT NUMBERS REFER TO MAP OF GREEN \ �. • 5 i PROPOSED SEPTIC SYSTEM ACRES AT Art MT' FILED IN THE SUFFOLK M � i \ �, % � COUNTY CLDWS OFFICE AS FILE NO. 3540 W Z < 1�J ECK �o�. 'I'��' 2 LEACHING POOLS r�'0 x 8' p_ __ _ ST F— 0 � DEEP WITH 3' SAND COLLAR ���p °C (SW), REMOVE MATERIAL DOWN 36.11TO SAND (SW) AND BACKFILL r l The location of public water, wells and ' sT ' N l MTH CLEAN SAND (SW) SAND tM EL -3 to cesspools shown hereon are 7 L — '1<��6 _ �2 N N TA� GAL. PRECAST SEPTIC from field observations and or Lo N To BE BUILT To LLIN� from data obtained from others. `f Lo Boa- , .p y WE O 22.7' ""r ►�� w i 1 DEPARTMENT COUNTY p ` w rr1 DEPARTMENT OF'HEALTH Therefore there locations and or existence '.a � WIL �A E � / all �` - SPECS. is not guaronleed 1� *ri` s' 50' `� N ' 1 50+ I AM FAMIUAR WI7H THE STANDARDS FOR APPROVAL ��S r to ,�wC?r- NEOV AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL asw �.�66 — _ _ 167•46, _ III c�*�' T•��'Er SYSTEMS FAR SINGLE FAMILY RESIDENCES AND WILL ABIDE _ BY THE CONDITKXNS SET FORTH THEREIN AND ON THE . 36 0�"W 18 way �6e _fl PERMIT TO CONSTRUCT. �� :p CP � �� Ix=,�_ r; (; is ANY AL7FRA71AY OR AD01710N TO THIS SURVEY IS A VIOLATION OF SEC110W 72090E THE NEW YORK STATE EDUCA170N LAW. ' ANY ALTERA770V OR ADDITION TO 7741S SURVEY IS A VIOLATION. LOT COVERAGE' Y.S. LIC. N0. 49618P.0 OF SEC77ON 72090E THE NEW YORK STATE' EDUCATION LAW. 'HOUSE, DECK, PORCH 8 GARAGE - 3400 sq.ft. (631) 7 ECONIC YORS,65-5020 FAX P..C: �65-1797 EXCEPT AS PER SEC710M 7209—SUBDIVISION 2. ALL CER71RCA77ONS 3400123840 = 14.3% P.O. ,`BOX 909 HEREON ARE VALID FOR THIS,MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR � 15--111 WHOSE SIGNATURE APPEARS HEREON. AREA-23,840 �7�. FT. 1230 TRAVELER STREET_ SOUTNOLD, MY 11971 REFER TO GENERAL NOTES FOR ALL STR;gPPING, NAILING, FASTENING AND TIE DOWN DETAILS t 4«4 / z',G�,.,i.//,'si:."���//,r., � �;/!//.;.;a/i.3i,�✓/%z j i � Y it I 9 SITE PLAN �F PRO"PER KEHL DESIGN�ASSOCIATES �.c Y T residential & commercial design • consulting ' 4 1 8 A T CORNER F'U P0.Box 1675 ( hone. 631I 433-9084 p NOTH SEA DRIVE Southold,New York 11971 E-Mail: ssbn654Qoptonline,nel ETB ��EWAY � Kehl Design Associates,LLC®formerly D A K Associates,LLC S -777-771 E D P\ V OWNERSHIP & U5E OF DOL;UMENiS: ARD AND 9 9 These drawings and specifications including the op\ THO ���� V VA Y �/�I r]/-1 ideas, design and arrangements r ofD.A.K.represented E 9 I V IVI/ V{I��/ ////-�/ therein, are the ro ert of D.A. ASSOCIATES, LLC. No art thereof shall be co ied, disclosed O B P p) ' 20 6yD _ N to others or used in connection with any work or project other than for which the have been W�pgy1 0R� prepared without written consent. DRIVEWAY DRIVEWAY O C 10 0 0- 15 - 01 - 25 SCALE: 118 15 6v� P DRIVEWAY -� 0R 0. 54 ACRES IS' O WALKWAY \ I DRIVEWAY O ---< WORK NOTES: O O � SITE PLAN BASED ON SURVEY DONE BY 1 RODERICK VAN T YL U PC. ON OCT. 23, 1931 CB s� H 03 LLJ z a 6 n pRA � 1 v l v c\ 1 V PROJECT: AIM I Ulml A% DIS"' zo 11s-y'� 2 O 2 UI IN N RUII DINNOP BUILDING ENVELOPE CORNER OF 1 NORTH SEA DRIVE UO AND GREENWAY WEST ORIENT, NY SCTM#1000-15-01-25 DRAWING TITLE: O � SITE PLAN O POOH O Ai O SET: ISSUED FOR: DATE: � I o V OX, l 3 _. _') SEAL: DATE: BUILOINGDEPT FEBURARY 6, 2015 TOWNOFSOl.11T-1OLD PROJECT NO: DRAWN B if NEW? O CMA © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ��P�� Co �� CHECKED BY: 9 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �° ,� � ,'1 ti `� D 6 UNDER FEDERAL COPYRIGHT LAW. REA R YA , >y f� SHEET NUMBER: RD SE PLANS MAY NOT BE REPRODUCED WITHOUT In TBA CK � . WRITTEN AUTHORIZATION. spi ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF JF 51684 �� D.A.K. ASSOCIATES, LLC. ESS1���P� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF 9 9 9 Acceptance of these drawings does not authorize the right to build without the authorization ,S80036 DID W 161. 46 ) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies pilor to construction. SRGIE FAYLY I✓FSSkNLE Itrte -1Aa'VEIITWTION RE � OONNEI:TEp 10 PPIVAIESVFlI. B CIUMBFJi \'d22( ) B,F 6rJ;mm�Nw�m"6[] .1 TEST HOLE DATA sEPne.tw IEquaeaammrulmxamrem"cam(xEc)umLva �ExwELL cmx -uj �'•-e -1 Auubic Ca'vLu1 FilMaLtim CJumbe 181 a.u] aG S,cq,G PROJECT SITE •TN,EOaAMeln¢aaMy(umt avplxAml.ePfvQe ae�d wvk nacwTlm� Sf [cNambe vo �aRowNLDAM(a) d°� �' rbPnmbese OaWrgA TlHmOaev vH mange fmJB�mvM / AR LIR PMP Dhivf[[fim CTembe 6 DAIM BROWNbO.T(NL) SRGLE FAIm.Y RE®EN� Ex.WFll albs MalStlmVMrwOer wn Ae WfNhbbe RrreBaerbtlnavnr 0 ISIf60CilON TPW Vo1Nfc 1009 3p, -..\ WMVECfE0T0 PRNATE WELL CYLWDER�iffi]AL] 9 1 •N'�m Pmma 1—,d treeSTcarrae bm BRowNsa7rsAr0 wm4HOrrraAva(sAN ry O^ V �RWELL dam] .•IKEi WRET PID[ SPECIFICATIONS Kwu wawnaa Q aeaaeaapr n wucnbeemepm mm> --- ' / / �SEPR�e 15Q N 1 1 \BS7•�Tn'J PR1OSPT�OSEDriE LL sIN LYRESpFMCE flfi'V'ooinFeNenu cdee6n�WamWaNmLWama aaae aEatlnmbN0 E4 tlba vImeioN wlRtl73 aTareI1aIlmba mamvtlelTmaaNe amO,eu4Amipm4me4trvt:1eeemqmm u66Pemb0rimAainae traBe,�m femuM4baapePncw MaRmbibRtavtry euM[dma[a uYTV eeAiare NaeaElsMeC N9amacM N WLvb y L ` PIR LECIRM PIDP D isiv fc rLVNI finial 35!i mWOAN EANI R2BRHAnabc AleW Flp J34i fA3(ELOGWIENB6T L IXttPbEAC1 DIFDW GQ RHQ 0.WAW CRTAFVRE E(sY D) 9Jpa ff .' tgjc wAl PVC/PP/PE Qla"ATER R .) aw Tmk IBQRBOWN6PAlEB1QRNEN(s)CR TESTQEBYNE D WNNECTEDTOPRNATELL ?Ly paamtlmra. RECIRtleA,Im1 PI BAFRE J "�"� GROUWWATDi"AENCOINIERm ppNK��� •N o]"vaAat Tebbe MueEmrNlr +A06ELOW GRADE VAr n.U.S�ED ® ESTw� i� v� rLw Iwva�[6[r [auauc oPEEmnc] a ONBON MTER g, \� meos DMpMpIPa TANKw,TNOMUNE N683o� kL�WPt $. PROP.MDRrWELL PML 61eBQTa N—E LOCATION MAP NOOSO �• (SEE P1AhS Br OINn67 CYLOmE4 tOPT®I®re fe•NA]BN.E[TY +B•fiwnE[ 24•NAHaD O RXICLEMUSAARBLOWFNTOBE PEa -1GENERAL NOTESINSTAU.M.Al-P.—IIANDTOE%[ERIORMtEO eEHARDvnRmrQ WNraca RAND. uw mAAweRE/,NER A + A°ci l'¢Dum + AIID SLff COIPIIYDEPART6eWWNF MSERMf Ab TKO �bTA110ARO5ANObPEgRGTI0N50FTI�LOGLrOWNORVILLAGEARLIRoosEll, ' `VCse)CoNDPROPOsm FLEECE�c�eT l PRW.ELECTIRs—.,,OE \ we "" � 0 .. DATEDNARO1N.a11i(i \T, ` —8 CIILATIIQImLYSYSIEMMW&0C 7 6p�• ��I . A (9 COMROLP ®PROPQSEDPUBnO ELECTRIC RISER DIAGRAM i TID:(%VRMCfMSHALLBEPEBPONRBIEFORbEOJRINGALLNE(ZSSARYPERAITSBEFORECOAIVENmNGWOMNOTTOSGLE 0l6➢[A SVA(AM p00- `°L�Q� o rnorurcET]m4 AssnlBLrPROPOSED SO%S DEEP A IEAOSNGPaa pw.aa o itWater linos must 6e inslsocted 6vtho Fn1CIepUSA ETOWIISTANDMBMON30LMDMGAT EWVERCOMTnON55gWNON ERNiS TO eE +ss I 1-� Suffolk County Do_^t..o}Hoalth 5eTcos. CEN-7 8 ALLPPEGSTSTRIICfUREBSHILLBE NAMIFACNiE0 W11H1WDP51rat QAYSTREfVTH CONC�TE asIRD PRONSEa— GNIT a REMOVED Call(6 3 11 85 2-57 54,48 hours in R bANRA MPETOBEbOWMWCORM4PEQFlEDONPLINS. xRDEEP IEAOrNG Poe 167.'� Structural Drawing advance.to schedule inspectien(s). ID RR4NGCONbTR M,EROMONATIDEEtlMEMCON MM MiESTOBEMUME NEfEbsARYTOPREVENTTIETMMSPMU sEDI51ENT roaFr•MTEARFwS.Pamb,DRAIUN>EDnaTSBTc TH:METHDDSAFID ruTER1A1s F>BlnvmwTHEIruTAUATIw Aw ewNTENANrf .fr S80 600 W / oP ERo51WWNTROLAFAswEb sHAucouFoRNTomeraEwroR(GUDF_IRssFOR FaosWAADSED1AmRIbNrxc•. 'Note changes: SITE PLAN E "T Inlet line must enter i; 1f. ALLBAf3Q016HALL BE SELECT GRANmAR NATEPoM WNPAEfE0T09596NAlpWMOENSITYATTHE0P11N1A1N0151URE CQITEM,Ab Fuji unit straight and bWE:1••Ml1 CONTROL PANEL WIRING DIAGRAM P.1 DEIIRIA]EDBYbTA]dIMDPROCfONTEbT. with no bends. - W�xr��errmiovwveNwEu fz LOTARE\3B,emsF. PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS (A COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED NTH A TIMER OR TIMING DEVICE.PLEASE ALARM/CONTROL PANEL WIRING DIAGRAM P.2 WELL AND LATERAL MUST BE CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARWCONTROLLER UPGRADE OPTIONS. SHOWN ON FINAL SURVEY r M 211 Q - ,Q�Q ii IRiP ( o O °°--4—°--41�T to LL N 0Ir as i 1 H I t O w LL E. L 1 1 i i U Z m 0 \ \ / RWELL '' vQA�Rtr• WLU I L-v�Y.--� = 1- 0 H Bfm \ IVP_rLcAr. ( WANOR CLRDtI PROTECTION,W WO POEM n : LL 2 U O Q ems 1------------ i`------ 1 av+ Terloe C) Z Z I I AND=DISWMIECT PROVIDED BY OTHERS E i WID.IDLST HE S2LOACCDRO G 10 PUNPIMOTOR � O WO bnn L_________ I HAWFICTM SPEOFMONS. lafA+l 1 e. .'ev tZ� V w ). N Rz- �I j ®o Tel�_ M H' w ° a Q1 EXCAVATION INSPECTION REQUIRED - - `w o R ❑ a <L r EtttR A,eorBGNEms-(CDOM AND/OR waIPs)MM ITT OPUS r ��. e �. � c- w (.l lasO10`fuml AND UVI DE ILL APPRO'1ED TM7➢dWLY li(O(ECTED.TVWPS Z Q J cV w r�A°soT :3 W Z fY FOR SANITARY SYSTEM POYLC 3VDB0% ° ° N a = PARTNO.3017.20 u' ANp A,.,,e< U LL (n - O ¢c t- MATERIAL-HOPE HAvrmaR Amromecb ceTzr TeL C DATE:IAL-H rrArz- .mrxo.Rn.b4 8MMrTeuRw wQrpaa --------------- 2 W LU BY HEALTH DEPARTMENT �� �� TE PERA .RATIAG OF FI LO INSTALLED CONDUCTORS itUST DE RT LEAST 140 BEG.F. "Po-- > w aAfp]Avy+r (GO DEG. C 1. TERNTNOL STRIPS AND G!mLIND LUG USE COPPER CGNDUCEORS ONLY. nmLOii nsm ' LL W Uj 0 LL x CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND A LL LL �- Q d X DASHED LINES REPRESENT FIELD WIRING FIELD WIRING SECTION I fn ❑ Q LU y Ae,w HPA+BR A®0e"'Mom. HEALTH DEPARTMENT APPROVAL STAMP rnm el n nml MSI1N IrAcwi �Mo (}._____� -_________- ______„ T..QMxw.w c:m�l� As rlu+ THRouGlTOBR(IOF.UTEO POLYLOK 3017-20H6 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL +t MR TIRWGIITIEE . cMN NOTTOSCALE nAP 1 WATERnG PLASTIC FRAME.-0` FUACE NOMa WNIROLPAFIEL WIVI'ROVEDLOOONGDEMLETO wATOmGHr RAsnclwWEnmvERwrMPROVED DEVICE wFlcH ra las.Mn oRSEWNDARv Loom-ICDEMCETowaolwlas eAn oa sAFErruosloEMasroeE PRQMom sECOWARrSAFETYDDS]DWOESTOBEPROADED WN�ETE carER 0 Design Professional's Certification Required. PRMDEENDCAPIYPE Submit P.E.or R.A.Certification For REVISIONS IS.EL 1R0 IEVEUCG DEVIM AT TMFnC EL aEAr+oln ortLETS B MN BENONGSLM ELECTgCLLArypLONIROLTOBLOwER The Installation and Construction ofthe Sewage Disposal System e-lss 1s EL+Bo Use Form WWM-073 nmeaelreP�o-r r�amEflTn®us P.enl..wdsmaueNre �tiP j05EFH.c g�, INbiALL OlrtdMrwnGsaR ooMEM WNma W+HNcroewrs rmsse Ea�3mlAw,AAde us,seam 7A9.IeaQf l,emn mle<s A . INv.EL I4.+ .,__Sum ToeRUMPRrnosm sane MmNme aredmaaEmima PQltlama Egnea,ARNlegm 'S`~ DN.FJ_15+ V TOVA UdT Wt b bTHIICTURETOGMCE _ M-ELfU EW bu kd tc9le mNbentrmrrmP,Am di-l;'IM Ne uAasn �':>� •? 4'&1NRARY WASTE RPE ,.4. CWMTE IRE 6 fwC WA ARMegm wvWQ NT bin�v an"M1sfieeal mitl MlMalOan - +'W UNE PITCH ENV.EL IS9 MAC-R•ARBLOWER n •"� ma wwaPERruor M.FL U. +m01191N01 PER INOI ALL IFAOeIG FOd5 SIw1BEMCEDIN WFATNFAPE.SISTAM 'Mea1b(fau Nty NNv[ryraveutlVnEaea[vN NaNmn.ab FOOT FW MCEPTMLELEJkMM WASH ROVED ENCLWUREbt1PPIlEO a®m4c�vOtlm alleY,eatimt ,ram 081W1T' xOFTANI El 2i +rom) BYniEbWHi INTIEEYEm POMLEACNNG BY MAMIFACNRER `rbp�ar-�� `lr,V WIEWNIb ENOOUMEPEO,E%GVAnONIb POLYlacsn-axs ar M SEWNnNLeDTOSWABLEWTEWLAND ElECIMMsuwLYFRON S.C.T.M.:DIST.1000 SEC.15 BLK I LOT.25 ROUND SEPIICMSMBM 4 S BAOSIMMDETMIE0.0J0ROPoNG6 BULMNGAUREIEG PMEL 4.uNOiETE SLAB � PRDPOSEDVA FUB QFAN BO%ORAPPROJEO FOWL TMY BE REOURED. � [ wAsrEwAm+TREATImR DISTRIBUTION 6YbTEN M00EL IF]LT CMRIENETMnONINTO SmIe:AS SHOWN Condon Engineering P.C. ANTONIADIS RESIDENCE FUJICLEANTREATMENTSYSTEM BOX DETAIL E BB sumANOa vasPATA t L0T16 MAP OFGREEN ACRES 311962 NT a dAIdETER FILE N0.3540 FILED 41731186E _ LEACHING POOL DETAIL 17uck55,New York 11Road �275 GREENWAY WEST �F reclEsrEMEclEocaaRmw4rEaFL 2D DrmNn by.JJC Matliluck,New York 11952 SANITARY SEPTIC SYSTEM PROFILE — FU.ScN,E N CONTROL PANEL AND BLOWER DETAIL NmTObcNE Dabs.191120E2 (631)298-1986(631)29&2fi51fax ORIENT,NY NOT TO r+iLL- wwWoondonengineedng.com SANITARY PLAN ASEPTIC+150' � �� v PROPOSED WELL ` R� 15.7 SINGLE FAMILY RESIDENCE 1 A6 $1 N 150 CONNECTED TO PRIVATE WELL I/A UNIT WILL BE VENTED � EST N N. THROUGH ROOF WITH HOLE _* c4 CARBON FILTER �� �+ '\ PROPOSED BURIED LPG TANK WITH GAS LINE 0 N6a•3 2 pFz����1 P� 4� PROPOSED(SEE PLANS BY OTHERS) �R�\OVS +16.2 FUJI CLEAN USA AIR BLOWER TO BE INSTALLED ON A 4"P.C.SLAB AND TO 1 BE HARD WIRED TO CONTROL PANEL -- (SEE DETAIL THIS SHEET)^0 AIR LIN ,LS(OR� �� O �\ FUJI CLEAN USA CONTROL PANEL ROQ PROPOSED ELECTRIC LINE TO BE s o eQ ,fig 0 w \r' PROP.ELECTRI 'SERVICE RVICE V , PLACED IN CONDUIT PR GE F'OROOM PROPOSED IIA FUJI CLEAN USA GPI 5gE WASTEWATER TREATMENT GF 1� l UPOLE SYSTEM MODEL CEN•7 CO 6 1 I D0 1 PROPOSED PLASTIC ? DISTRIBUTION BOX ?o N SINGLE (DW1..—= Iv N I CONNEC S MAN• 20'MIN. `/ 0� EX.SHED TO BE � ;p VACANT '` \MM\NG PO REMOVED 6 N PROPOSED 8'0 X 8'DEEP I LEACHING POOL(TYP.OF 2) O q 18 EX.SHED TO BE .5 l cV I PROPOSED 50%EXPANSION 8'0 O REMOVED - X 8'DEEP LEACHING POOL 167.4.6' +16. 80 6'00SOW / *Note changes: s S so -SITE PLAN Inlet line must enter �? SCALE:1 30'-0" Fuji unit straight and with no bends. SINGLE FAMILY RESIDENCE CF CONNECTED TO PRIVATE WELL ZA7TT DECE JUN 2 5 2024 N °*ELLtttj! Buy.. '.went TEST HOLE DATA p`NELL�N� °%VL DRI Y 61. SUR VE;Yd OF PROPERTY �'McDONALD GEOSC/ENCE A 02/1o/1s �50+ A T ORIENT DARK BROWN LOAM '�'' OL s TO TAN OF SOUTHOLD ' 0.5' o� PSpN SUFFOLK COUNTY N. Y.0 BROWN SAND SILT(ML) �p SCALE: 1 "=30' BROW CRAWL �►► '(� ,6z •`�a'� O 1000-15-01-25 EL uN "' 14°' p„� APR N WATER IN BROWN SILTY SAND , � � MARCH 24., 2015 W17H HEAVY GRAVEL sM N6g•30 2 $ N ;' o� `�► �2 A PR/L 27 2023 (Fn d to Loc.) 18.0' WA7ER IN BROWN RNE COARSE SAND Cw,�v I Cur ry dV . 24' o.a'w 1 ,6. � ,i N07E• WA7ER ENCOUN7ERED 14.0' BELOW SURFACE I QFZOP�wP \' CP AS HIGH AS TO BE EXP£C7ED ELEVA77ONS ARE RUERENCED TO NA VD N 1 at 00 C411 3yo ,43 ,- FOoNo ' ,�9. 1 I 22 3 coArd�, n UI I �OQ LOT NUMBERS REFER TO MAP OF GREEN ACRES AT ORIENT" FILED IN THE SUFFOLKNo COUNTY CLERK'S OFF7CE AS RLE NO Cr- -Z. 3540 1 15 I The location of public water, wells and cesspools shown hereon are o from field observations and or N EL�IN� from data obtained from others. oo SHED ��'( 16 1. y �w Therefore there locations and or existence d is not garun teed -4 z jp � GAF CP 150+ l AM FAMILIAR WITH THE STANDARDS FOR APPROVAL �p5 AND CONS7RUC770N OF SUBSURFACE SEWAGE DISPOSAL �6�0 CE 167 Ae N _ _SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE o.3'� FY — iCKC1 �� �o�� ,• . BY THE CONDI77ONS SET FORTH THEREIN AND ON THE Cur — — ;36•06"W PERMIT TO CONSTRUCT. ids S80 to CP PIPE !o ANY AL TFRA 77ON OR ADDI77ON TO THIS SURVEY IS A V70LA 77ON ecai- OF SEC710N 72090E THE NEW YORK STATE EDUCA710N LAW ANY AL7FRA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON A NO. 49618 OF SEC 77ON 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. PECONIC S _UR P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=Z3 M S0. FT. TREET G_ WHOSE SIGNATURE APPEARS HEREON 12JO TRAVELER S. ' SOUTI-IOLD, N.Y. 11971 �,J ��� 7EST HOLE DATA N V MCOOVALD CEOSOENCE Dgi TS17RVEY OF PROPERTY EL. 1sr oz/fo/Is AT ORIENT as'DARK GROAN LOAM OL pWE�-�-�N� t 6-0- 'DOWN OF SOUTHOLD BROW SAND SILT(ML) ° ' C� ►meµ S17FFOLK COUNTY, N.Y. SCALE. 1'=30' J' GROAN SILTY SAND \ tfi B17H HEAVY GRAVEL SW gT $��f,,'�� 1000-15-01-25 EL 1.7, 14•0' a t Rat MARCH 24, 2015 WATER IN BROWN SILTY SAND °`e'oNo '' ' `; I PRIL 27, 2023 (Fndtn Loc.) IffI""FAV`Y oRA �" ea' S' 9 MAY 5, 2024 (Final Survey) faO' 9' N WATER/N BROW FINE COARSE SAND r 'Ica h' $, � DULY 12 ,2024 (Revisions) 14. 6, oZo E vp� / \�^ �� �2 AUGUST 6, 2024 (Revisions) NOTE WATER ENCOUN7ERED 1L0'BELOW SURFACE �2T AUGUST 21, 2024 (Revisions) HEALTH DEPT. REF. No: R22-1631 w� ulF ° � o. �oNE `a S 'A SEP77C SYSTEM AS INSTALLED: ` `'' 39d `'�` SEPTIC LOCATION (1) FUG/ CEN 7 1A SEPTIC TANK QEP SIO pw GPo �yb y A B (1) DISTRIBUTION BOX o,t Wti �1 (2) 8'DIA. X 8'DEEP LEACHING POOLS 1 os 1 . \A ST. 23' "I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Mtit �pN6 1 Story.—A, sgs L = DR. 29' 52' APPROVAL OF CONSTRUCTED WORKS FOR 3y3 SJOS G{Rp wy r LP(1) 40' 64' ASINGLEFAMILYRESIDENCE z2t' NO�s�dgo� qi(A� `C d v c S n�° QT sli �y LP(2) J6.5' 55' Date 11/4/2024 H.S.Ref.No. R-22-1531 7, -4j N 7 ��„1} C/o o N m s B ,0 OE U/G\GAS The sewega disposal and water supply facilities at Ibis location have been Z o a 325 O C TANK a �i inspected and/or certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. W z U Q GP 5 .-, Qpp0 oN Ul CRAIG KNEPPER,P.E.,CHIEF \ �i 7F 0� 64.7 O�N aNEL.1��N� Office of Wastewater Mana ement 7 r'O ST p0 PG ,G p LOT NUMBERS REFER TO 'MAP OF GREEN p ''1 o° 3a I' p 4�P ME PDLE ACRES AT OR/ENY FILED/N THE SUFFOLK Z 4 /� 0 S COUNTY CLERKS OFFICE AS FILE NO. 3540 V B ZP� F� e�ctR,?, . IE G The location of public water, wells and 16 Row (DG)e QTe� ry1 cesspools shown hereon are Lpf A from field observations and or e° Lp2 _\ 167 461 WV, from data obtained from others. os+ a,� _ eat a��p3•MerZ Therefore there locations and or existence cut is not gorunteed V SBD' i,A I AM FAMILIAR WITH 7HE STANDARDS FOR APPROVAL Cp 15 rec 1` SEP 03 2 1'O AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL O WEL►,IN� SUFFOLK CO.HEAL H SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL AB/DE ` ,�d` OFFICE OF WASTEV Al �N17,p64� BY 7HE CONDITIONS SET F10R7H 7HERE/N AND ON THE a �..t[ u N.Y. LIC. N0. 49618 PERMIT 70 coNSTRucr. aj '`�11 -- S ANY AL7FRATILW OR ADD1170M TO 7HIS SURVEY IS A VIOLATION �,) PECONIC SU YORS, P.C. OF SECTION 7209OF THE N£IV YORK ST47E EDUCATION LAW. ELEVATIONS ARE REFERENCED TO NA VD 1 p (631) 765— 20 FAX(631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIWSION 2. ALL CERTIFICATIONS ! P.O. BOX 909 HEREON ARE VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=23,M 80. FT. NOV - 4 2024 J 1230 TRAVELER STREET 15-111 WHOSE SIGNATURE APPEARS HEREON. �- SOUTHOLD, N.Y. 11971 Building Department Town v Fcuthoid Generated by REScheck-Web Software Compliance Certificate Project Antoniadis Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg.from North Conditioned Floor Area: 4,925 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1275 Greenway West Dimitrios Antoniadis Brett Kehl Orient, NY 11957 3300 North Sea Drive Kehl Design Assoc. LLC. Orient, NY 11957 265 jasmine Lane 917-922-3050 Southold Dimitrifl@gmail.com Southold,NY 11971 631-433-9084 ssbn654@optonline.net Compliance: Passes using UA trade-off Compliance: 10.5%Better Than Code Maximum UA: 678 Your UA: 607 Maximum SHGC: 0.40 Your SHGC: 0.29 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 Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,105 30.0 19.0 0.021 0.026 44 55 Ceiling 1:Cathedral Ceiling 1,038 30.0 0.0 0.034 0.026 35 27 Wall:Wood Frame, 16"D.C. 1,272 21.0 0.0 0.057 0.060 57 60 Orientation: Front Window:Wood Frame SHGC: 0.31 226 0.300 0.320 68 72 Orientation: Front Window 1:Wood Frame SHGC:0.31 28 0.290 0.320 8 9 Orientation: Front Window 2:Wood Frame SHGC:0.32 13 0.270 0.320 4 4 Orientation: Front Wall 3:Wood Frame, 16"D.C. 791 21.0 0.0 0.057 0.060 42 44 Orientation: Right side Door: Solid Door(under 50%glazing) 32 0.310 0.320 10 10 Orientation: Right side Project Title: Antoniadis Residence Report date: 11/04/22 Data filename: Page 1 of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 6:Wood Frame SHGC:0.31 23 0.300 0.320 7 7 Orientation: Right side Wall 1:Wood Frame, 16"o.c. 789 21.0 0.0 0.057 0.060 42 44 Orientation: Left side Window 3:Wood Frame SHGC:0.31 50 0.300 0.320 15 16 Orientation: Left side Wall 2:Wood Frame,24"o.c. 1,274 21.0 0.0 0.056 0.060 48 52 Orientation: Back Door: Glass Door(over 50%glazing) SHGC: 0.26 190 0.300 0.320 57 61 Orientation: Back Door 1: Glass Door(over 50%glazing) SHGC:0.24 32 0.300 0.320 10 10 Orientation: Back Window 4:Wood Frame SHGC:0.31 18 0.290 0.320 5 6 Orientation: Back Window 5:Wood Frame SHGC:0.31 169 0.300 0.320 51 54 Orientation: Back Floor:All-Wood Joist/Truss 3,047 30.0 0.0 0.033 0.047 101 143 Floor 1:All-Wood Joist/Truss 95 30.0 0.0 0.033 0.047 3 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirem is listed in the REScheck Inspection Checklis 40--1 2 Z Name-Title Signature; Date Project Title: Antoniadis Residence Report date: 11/04/22 Data filename: Page 2 of 2 APPROVED AS NOTED OCCUPANCY OR DATE:/ 1-2-3-B.P# USE IS UNLAWFUL F`E'��,VBY: WITHOUT CERTIFICATE N71'IFY BUILDING DEPARTMENT AT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLI-MAING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING t l'L.�' W ITH ALL CODES OF 3. INSULATION 4. FINAL-CONSTRUCTION MUST Nl`dV YORK STATE &TOWN CODES BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN ZBA ' REQUIREMENTS OFTHE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTON ERRORS SOUTHOLD TOWN TRUSTEES N.`r.S.DEC IM NOT PROCEED WITH' FRAtIINS,UNTIL SURVEY ,`OF,FO°NDAT ION LOCATION RETAIN STORM WATER RUNOFF HAS,5EEN,AePRQVED.`.; PURSUANT TO CHAPTER 236 Fire separation' of THE TOWN CODE. required as per NYS Code TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION All exterior lighting ON LEAD CONTENT BEFORE installed,replaced or CERTIFICATE OF OCCUPANCY repaired shall conform SOLDER USED IN WATER to Chapter172 SUPPLY SYSTEM CANNOT of the Town Code EXCEED 2110 OF 1%LEAD. arecraat>t�eet>toa PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING Blower door and ductwork testing required. Must provide Manuals D, J and S as per NYS Energy Code / • T GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION NGeneral Notes: -r- 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ,j � __ t 1i �j �1u7M C 0 N T R A C T 0 R 0 T E SWood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. % 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2• FIRE SAFETY: VV��j� T��(�2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 111_i�DESIGN ASSOCIATES LLC 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B- LOCKED AREA. residential & commercial design • consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: 16311 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. 5. Erect and brace trusses in accordance to truss plate institute recommendations. oufhold,NewYork 11911 E-Mail: ssbn654@optonline.nef 3 .E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC o formerly DAK Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4 a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK, 8. Design values: with any work or project other than for which g a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI 7, Fb 825 PSI- PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E 1 ,900,000 PSI ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI g• Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKiIJG HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 1 4. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WIOkK NOTES: RESOLUTION. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ' TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOT FOR x 1� GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. p��+ LOAD SPEED (rnph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 v vV OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS CF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASM.A- 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THL 2020 RESIDENTIAL CODE OF NEW YORK STATE DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE z 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF /6 INCH (11mm) ,AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ( ) USES(s) AND OCCUPANCY CLASSIFICATION s UNINHABITABLE ATTICS WITHOUT SfORAGEb 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. _ METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT - USE OCCUIPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO H„VL A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Vic IS 180 MPH (290kps) OR LESS.. _ TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDU!_E OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 E C E � M E RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) ^�^ R301 DESIGN CRITERIA JAN 0 3 t�a� V B GUARDS AND HANDRAILSd 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 6U10I'NGOEPT < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, "v°ivfIOFSOUTHOLI) GUARD IN-FILL COMPONENTSf n INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HEIGHT AND FIRE AREA 5o No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE +E� FIRE AREA PASSENGER VEHICLE GARAGES BASED ANCHOR WITH 2 16 10 8 50° INCH EMBEDMENT LENGTH SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT tv�tr=TS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PHOJEOI: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE: FROM GRADE INCH EMBEDMENT LENGTH R301.1.1 ALTERNATE PROVISIONS ;fi-6, PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCREW- A H I ;; 4 THE HIGHEST ROOF SURFACE 3 STORY BASED ANCHOR WITH 2 t6 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =25'-5 " AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEEFED DESIGN IS USED IN CONJUNCTION WITH 2020 BUILDING CODE OF NEW YORK STAIRS 40c THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. k FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304,8 mm, 1 pound = 4.418 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ~ FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„i, and a 45-foot mean roof height. 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm21 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) CORDER OF TOTAL HEIGHT FROM RIDGE TO GRADE 29'-10" b. Fasteners shall be installed at opposing ends of the wood structural panel. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel.APPLIED OVER A 20-SQUARE-INCH AREA. 3. IOC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) NORTH SEA DRIVE UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT AND GREENW�/�/ c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into AY WEST LUMBER SPECIES AND GRADE b, the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. AIV BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ORIENT, NY ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ORCGRE ACCOMMODATING WITHIN THEUPLADNE OFT THEE 42 INCHES IN TRUSSES. THIS LITVEGHT LOADY 24 NEEDNCHES IN WIDTH,NOT BE ASSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM#1000-15-01-25 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CMEVATION CONSTRUCTION CODE OF NEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. .i GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED BASEMENT 2173 sq.ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CL�a�ERVATION CODE AND 'NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUdENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN � PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEW FIRST FLOOR 2173 sq.ft. b c THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION slcvLx3NT GLAZED CEtlJNC1 WOOD MASS FLOOR BASEMENT SLAB d CRAWL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UFACTORb LI-FACTOR FENESTRATION RNALUE FRAME WALL WALL , RNALUE WALL RNALUE SPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR 2568 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SNCCb,e R-VALUE R-VAIUE R•VALUE 6DEPTH RVAIUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS 1 DESIGN EENFESSIONAL ASSUMES NO LIABILITY FOR OMMDION UP DUE UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPT FORMALLY ACKNOWLEDGED AS RE LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20OR13+5n 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL VISION TO THESE PLANS. ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: NA For SI: = 1 foot = 304.8 mm MAY 05, 2022 ATTIC (HOUSE)(b) 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less NEW GARAGE 1010 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(c) NA NOT LESS THAN 30 INCHES R-volue specified in the table. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1128-2022 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN / UNDER FEDERAL COPYRIGHT LAW. DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavityinsulation at the �p.�E���f�'/'- BDK interior of the basement wall. PLANS MAY NOT BE REPRODUCED WITHOUT C.) SUNROOM NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD �+ J. C '� CHECKED BY: "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. �} �� O,y 4 DECK 682 sq.ft. MEMBER DEPTH. BALCONY 96 sq.ft. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ROOF TOP DECK NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. 71":1 , ,� v * SHEET NUMBER: COVERED FRONT PORCH 95 sq.ft. DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ' 4 THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE " d" R-5 shall be provided under the full slob area of a heated slab in addition to the required slab edge insulation COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTENG1 POOL HOUSE CABANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab PROOF OF PURCHASE. �O `'� SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE �P ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without NA�- ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, Such as Suffolk County Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. ® KEHbDESIGN•ASSOCIATES,ur insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF SIDE OF CEI TWO Bd NAILS THIS M T S 2 0 L T S 2 0 / UPLIFT SIDE OF TRUSS. DOTJG-FIR LARCH SO. PINE ALLOWABLE LOADS 2 LOAD PROVIDE EI ING O JOT TWO ON /i. LING T FASTENERS LATERAL WITH TOTAL FOUR • /. ® o ° AND ON SIDE OF RAFTER �m " MODEL GA UPLIFT UPLIFT (133/160) Bdx12" CODE 8d NAILS ° NO. TO TO TOAVG REF. NAILS INTO TRUSS RAFTERS ULT. 133& - STU � / PLATES STUDS (133) (160) Fi 2 ( --- TRUSS --" SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES '% residential & commercial design • consulting ' H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (13 TWO 3) ARTJ'x12 o 0 0 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE INTO 8d NAIL o / ° • ° P0,Box 1675 phone: I631I 433 9084 MODEL GA ULT. LFTA2 LFTA REF. PLATES o OJ1h0 New 11971 E-Mall, ssbn654� Onllne,nel • o NO. MAX. LEAK °° ° Southold,N �Op1 WIDTHSPAN L QTY DIA 1}„ 2" 22" 3° 32" 12" 2' 22" 3" 3}„ 0, EIGHT ° S P 4 8d NAIL Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO ehl ry iaii, rii iw 1205 140o s, aa, as sruD LFTA 16 2 " 17" 3$�"16-lOd — 4200 °o "OWNLkSHIN bC USE OF DOCUMENTS: These drawings and specifications including the DOUG-FIR LARCH / S0. PINE FA,STENER52 ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 12' CODE LFTA ° ideas, design and arrangements represented NO ELT. LSTA21 T A 21 therein, are the property of KEHL DESIGN tad tad x 12" (t33 / 1so) (133) (1so) X ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ° ° HGA10 any work • °° °° they hhave been or project without than '�ttenfor consent. q °° MTS20 20 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ARTJ-x12 DETAIL "K" y prepared o° o LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 CNW- ° COUPLER NUT DETAIL "E" /STU a — Equal number of °° ,/ SIMPSON DOUG-FIR-LARCH °o TYPE OF DIRECTION SO. PINE CODE specified Halls In TAKE-UP WASHER F LOAD ALLOWABLE LOADS REF. each e n d MODEL CONNEC- O FLOOR ROOF (133/ Simpson Strong-Tie TION ( NO. t 100) (125) 160 '" I G 515 645 670 CS16 ART x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2,3 AT HIGHEST REF. MODEL MACHINE AVG AT HIGHEST ANCHOR ULT. N VERTICAL WOOD MEMBER ALLOWABLE LOAD DESIGNALLOWABLE N0. BASE BODY HB' SB W H B SO CL DIAs,a BOLTS DESIGN WHEN RAISED OFF o00 GA QTY DIA 12" 2" 22" 3" 32" 5}" LOAD THE SILL PLATE o 0 HD2A 16 12 4�" 22" 2 " 8" 2{� 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 I A MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS ll NO. AVG DF / SP CODE w L STUD PLATE ULT. (133)2 (160) REF. SP4 3t" 71" -10d x 12" 2917 735 585 7, 40, 127 0 1 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL N0. y� L NAILS 100 REF,(133) (160) UC GA FLOOR 1WC)RK NUl ES: LSTA21 20 11" 21 -1 d 905 1205 1295 7, 40, 90 °o ; MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o 7 N0. REF. GA W L NAILS (100R (133) (160) Simpson Strong-Tie STU 5 8 MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER t NOT FOR NO. L SPACING REF. HD2A (LENGTH END GA CUT LENGTH (TOTAL) 000) (133 / 160)2 oc• C®NS�RUCT�®1 V OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 1 `✓ CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 21'6" 7 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIJNs FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS ON. DOUG-FIR LARCH/SO.H 0. IN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL F MOD DEL GA HEADERS AVG ( UjLIFT ) FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES �� 11 CERTIFIED �Y W H B 1od 16d JCISTS ULT. 133 (160 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL "I„ C N U P LUS46 18 3{ 4�" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 COUPLER NUT PROFESSIONALHUS210-2 14 3A 9� 2 8- - 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 5• D -FIR LARCH IN A WA A STU 8 _ FASTENERS FT LATERAL CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. NO. GA ULT, TAKE-UPWASHER TO RAFTERS TO PLATES TO STUDS ( 33) (16 10) F F2 160 HGAIOKT 14 4-SDSA'x'i2" 4-SDS;"x3" 1523 435 435 1165 940 i i USE A MINIMUM OF S TWO 86 NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT TOTAL FOUR o /• ®] SE A MINIMUM OF S P 4 1PR OJLC F: '- I ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. M T S 16 STU 21 SIMPSON LSTA21 T A SIMPSON TOTAL FOUR Bd NAILS TWO 8d NAILS THIS MTS16�• m HD2A TAKE-UP WASHER Strong-Tie AN 8d NAILS LSTA21 HUS210-2 I INTO TRUSS :1 TWO ° o ° FI B AIL ;;I CORNER OF TOo WD ° ° n NORTH SEA DRIVE PLATES °0° I EIGHT--, gd NAIL NA INTO IL INTO DETAIL "A" i W STUD Simpson Strong-Tie PLATES °mo I' AND GREENWAY WEST H7 EIGHT Bd NAIL ® DETAIL "D" DETAIL 11G11 DETAIL "J" I ORIENT, NY INTO STUD Hpson Strong-Tie ° ' SCTM#1000-15-01-25 Simpson Strong-Tie DETAIL "L" LFTA ° ROD SYSTEM LFTA <DRiAWING TITLE: LFTA ° °° Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NOTE: - --- - - - - BP LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS 1'-O" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 3" THROUGH ROOF 3•' (THROUGH ROOF 3'•IITHROUGH ROOF 14" THROUGH ROOF / STRONG TIE DETAILS ll 2r Roo�oR 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. _ I 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 3 3.• 3 3 ROOF AREA = 3573 sq/ft y / ROOF DRAINAGE I ' MTHROOM12 CALCULATIONS AND LTP4 2„ man V = AXRXC 3' B,,I,M 2'2 2., PLUMBING RISER DIAGRAM " A = 3573 sq/ft st FLOOR 2-1 FLOOR R = 2" RAINFALL = .17 ft LTP4 3. 2 2• 3' 3• C = COEFF. = 1,0 .. c.o NCY ES: LTP4 3' 3• 3' NEW 2" 2 THROOM V = 3573 x 1 x .166667 = 596 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" �({� 3 3 2„ Lqw � DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE 3' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 2' RD01 3" 2' 2.. 2,• 3' 2" t 596 / 42.25 VERTICAL FT. / FT = 14 U.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE L T P4 DETAIL "B" F l,o o r-t o-E I,o o r Connections Ridge Strapping t 2" 1st FLOOR USE (4) 8EET� ' DIA. POOL 4-0 DEEP = 16 V.F. DESIGN EEN FESSIONAL ASSUMES NO LIABILITY FOR OM!ED UPS DUE M UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 FLOOR z" 2 Detailz' 2" 3 2 OR ; FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie Floor-to-Floor Connections 3.• 3•, 3., 3' 3" 596 / 22.3 VERTICAL FT. / FT = 27 .�sEAL: DATE: 3 4- F.A. VENT 6" USE (4) 6' DIA. POOL 7' DEEP = 28 V.F. MAY 05, 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY o o G•O c.o. 4� oBovE GRADE PROJECT NO- ALL EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. o.o 3" 3•' 3 4" 4 TO SC WA APPROVED - �"�, 4" CI SEWERAGE SYSTEM POOLS TO BE PLACED ON OPPOSITE SIDE OF � 1128-2022 PLUMBING RISER DIAGRAM (NTS) HOUSE 4 �OF New TRAP DRAWN BY: N❑ SUBSTITUTIONS HOUSE AND/OR LEADERS TO BE PIPED TO �'��'"��� 10�NO� vpl- BDK All framing hardware shown on these plans, POOLS (112 OF THE ROOF TO DRAIN TO EACH ,, , BY: unless otherwl se indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE MAINTAIN MIN. OF 20 FEET FROM SEPTIC Pool, No substitutions are approved or authorized, - !' • HEtI NUMULR: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), _ , , Due to the relationships of framing hardware to LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES FQ 68 �`• �� hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC E'ARING IF LOCATED IN AREA �- SS1o��~ null and void, and will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS performance o-_ the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBEK: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL {© ID> IGN•ASSocIAs, >,� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) .I 16'-4" 5'-616" 7'-108 5'-616" 14'-1" 14'-3" -72^ 29'-42" ® �In� , ^i.�l I e7 i 1113�a 2,_7ga -92a _]4a 13'-42" 16' KER DESIGN ASSOCIATES residential & commercial design e consulting 11'-12" 7'-113" ^4'-7a _]2a ,_421 10 11' 01 P0,Box 1675 phone: (631)433-' 1' 9'-62" 1'-0 8'-62° -62" -62" '-62" -62" o" 2" Southold,New York 11971 E Mail: ssbn654�optonline Kehl Design Associates,LLC e formerly D A K Associates,LLC q 7 - OWNERSHIH & USE OF DOCUMENTS: A ' D ► —'r (2) 2x12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) O 2x12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) These drawings and specifications including the ideas, design and arrangements represented titi s therein, are the property of D.A.K. ASSOCIATES, �� 6" x 6" CCA POST LLC. No part thereof shall be copied, disclosed 1'-0" DIA S NA TUBE to others or used in connection with any work l E 4" x 4" CCA POST or project prepared without writtech n consentve been o U ON CONCRETE FOOTING P P riv v�' U O 1'-0" DIA SONA TUBE (MIN. 36" BELOW FINAL GRADE, X - - - - - - - -o C U CONCRETE FOOTING cn� BEAR ON UNDIStURBED SOIL) DBL 2 x 10 x U- o U)(MIN. 36" BELOW FINAL GRADE, �tiG\ I I J N I �� °O 'I BEAR ON UNDISTURBED SOIL) a _ (2) 2x10 GIRDER ACQ - —�` 1�+ x 1 < 8 0 8.. Ip\ (o v `° 0 0 a o 2 -8 �D ``b 2 I ROUND 1 W /< m I 3 _7a < -2x10 RDER ACQ I clt I od � � I L�HIMBLE O_O ()I� 0 y G -AV y0 \ x x I w o 0 PROVIDE `� 4" Conc. Slab on \ v m � ' r, '~ (2) 2x12 GIRDER (ACQ) HEARTH FRAMINj3 \ ,�� ' -0II (6) 8" Conc. Piers <h { AS REQUIRED/ - - - - - \ `v a Min. 3'-0" Below �r) � w o / FURNACE AREA � \ 2x12 ACQ HOUSE BEAM I x 4 Drain to Final Grade U) w/ 2X10 JOIST HANGERS x N e onnec d I M D Q n / / \ \ r — - - - - - - � v 5 _3a to ry p < B 23 O / < \ �II� o o / // PROVIDE MIN. OF III \\ \ // o \ �\, u rl U) cJ / III OJ 100 SF. 5/8" \ \ nj O.. 0 < \ 0o1� — — — — — — — — — — — Q `- - - - -- - - - - - -- - 0 0l wo / / FIRE-RATED Oa �I I = N N C / SHEETROCH: / < \ R1 2x12 ACQ HOUSE BEAM - I 2x12 ACO HOUSE BEAM �( / ABOVE FURNACE \ 1 / �"�FURNACE AREA \ cu N w/ 2X10 JOIST HANGERS �p / �p / \= - w/ 2X10 JOIST HAN ERS I 1 0 - - - - -I J I BEAM POCKET ! BEAM POCKET -_ -- - - - - - - F_ M I DROPPED FOUNDATION I I 2) 1-3 4" x_9-1 2" _ 2 1-_3/4" x 9-1 2" _ (3) 1-3/4" x 9-1/2" _ o I FOR 3068 DOOR o LVL GIRDER LVL GIRDER LVL GIRDER I NOTE: I DENOTES PLUMBING DROPPED FOUNDATION I I wl - - - - - - - _ BEAM POCKET L- L - - - - BEAM POCKET - - - - - - - -l= - - - - - I ABOVE. OFFSET FOR 10'x8' GARAGE DOOR I I WOf�K NOTES: - - - - - - '- r 0- o - - - - �' - 8'-8" 3' 8" 10'-5' = 14'-11° PROVIDE WVINDOW WELL z w 16 -4 8" - - - - - - - - - r3o 0 0 I FLOOR JOISTS AS FOR EGRESS O PER W w w~I 1 S I r- I - - - - - T - - - - - - - - - -H I REQUIRED FOR I a m zl I c7 > > I I WASTE LINE I I NYS. CODE U o 0 w 4" BOX TUBE STEEL COLUMN I � % = 1 I I - - - - - - - - --- - - - - - - - - - - - - cn U wl ON I x i < �_ _ I I 0' 30'-8" I F Q Q1 1 8" P.C. FOUNDATION ON o 2'-0" x 2'-0" x 1'-0" 4" BOX TUBEOSTEEL COLUMN I \ I v I I I IF H lk m l CONC. FTC. (TYP.) I i 25'-6" T I I I I 16" x 8" C NC. FOOTING x 8" CONCRETE WALL < x MIN. 3'-0" ELOW FINAL ' ° 8� x ; <m UP >3 I GRADE I M ° I r J „GOLF PIT o ° I 3 I I I o OQ I 1 CO I i II o0 4 P.C. SLAB < I I � � 1 I I I I m� I J BASEMENT i BASEMENT N — I Q I Q I< z I r)iv 4" P.C. SLAB I � I I I x,�, I T 4' P.C. SLAB = _ < TOP OF SLAB TO BE � oo = I I I m I I x r I TOP OF SLAB TO BE I I I ,,J I L_ - - 40" LOWER THAN TII;E I I In 1 I I 40" LOWER THAN THE B o m Il I B Qo ' J ? T BASEMENT FLOOR I �' BASEMENT FLOOR I I I I I 1 V)lcn <n 1 co ~ n ' (D I (SIC 4° " r ox w o o m w 4" ^ I 1 6" P.C. SLAB WITH ,g I-( Of I Ln °� ` C° v) `n I I 1 VAPOR BARRIER AND PROVIDE (WINDOW WELL z 0 W m x F- ^ I I I 1 6x6 / 10/10 WWM I I FOR EGRESS AS PER W L`col I M� I �Iu GOLF PIT J J I I <m I I W r- ' `� I l l ' I I I Cu NYS. CODE U m o Lzl 3 �� 1 a 1 I i. Hao I 1 I M I I M 0 0I 3' -04" -7" 9'-44-4 -44" I I 1 I I I MIS i� I-Q U�I 0" L - - 1 n 4" BOX TUBEOSTEEL COLUMN M 7'_94a ] -g' -94' 5'-114" I I = I I � m1 1 v I 3'-6" x 3'-6" x 1'-0" _ I I I 1 I 0 BEAM POCKET I I CONC. FTG. (TYP.) 2' L - - - -I (SEE DETAIL) T " I *c-- - - - - - - - -- - - - - - - - -- - - - - - I ID -3 4" x 9-1 "_ E_ _ 4 1-3_/4" x 1 2" _ 4 1-314" x 9-12 _ �_ _ _� �4 1-3 4" x 9-1/2"� _ _ _ < -0_ _ ED _ -�— _ I N ° VL GIRDER LVL GIRDE LVL GIRDER LVL GIRDER < . 1 - - - �4) 1-3 4" x 9-1L"� � _ � I I I 1 BEAM POC ET L - -�- - _ - - - - — - - -(4�1�4" x 9-12A �1Q' I I -� �� L LDEk� o LVL GIRDER II —J I— rA PROVIDE WINDOW WELL r Lii I �_ ^ `Y' \ I I =PROJECT: J1 I I I FOR EGRESS AS PER d V) z Ow w I 1 �� x I Lx I �'� a III I � I GARAGE IOR% P, I I I NYS. CODE L I ° I I I w I W W O V to V1 d U vl Lr) Um� �WI 1 < t` =n =n ° o o n ° o x HVAG I I 1 o �, i A I A U!"i ow 1 �Id III � I I I 1 � w PROVIDE UNOBSTRUCTED Q i I w w o o I m OPENING TO BASEMENT FOR I I m 1 ( x I I o HVAC RETURN In I 1 .1 (— I 00 � v —1 00 r AIR CONDITIONER 1 l o ? i III^ ; \ - \ SHOWER I I _ o _ I (III I r — — — — — — — -9RA+N— — — — — — I DROPPED FOUNDATION DROPPED FOUNDATION CONDENSER UNITS I ISH NER N x x x x I = I FOR 12080 GARAGE DOOR FOR 12080 GARAGE DOOR I 1 i CORNER OF Q LOCATION. 1 1 x _ x `r 'r` x 1 I I o' 12'-74^ — C) 18' 82° 4" - - - �, - - , — - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - I NORTH SEA DRIVE 13'-3- L - 1 Inl� I N N S/D X I L� o° I w �N I I —�,- - _ _ - - - - - - - - - - - - - - - - - - - = AND GREENWAYVI/EST BASEMENT �t 1 ILLJ ! `� I = — < - - - - - - - - = I V) w 1 ' I 4" P.C. SLAB I ' I� V Z Wo W M < — — _ _ ORIENT, NY w�--� 1 I t` x v 8" P.C. FOUNDATION ON .-•oj L - - - - --- - —�- _ _ --- 0 - PROVIDE WINDOW WELL z o4' P.C, SLAB 1� ' 'w w~ Ln - - - - - - w I ( 24' x 8' CONC, FOOTING > m z , — — J { SCTM#1000-15-01-25 FOR EGRESS AS PER `t Of 1 MIN. 3'-0" BELOW FINAL �w U o 00'-'-' ; NYS. CODE m W W z I JACUZZI O UP ` R 5 -� GRADE - o�0 w ril�r /1 /1 N� U a_O W I DRAIN I m Q co (1J L' (L lO c� �coUw L - - - - - - - - - _BEAM_PPQCKEL - - - - - - - - - - - - - -- J Q l D 1 / �" DRAWING TITLE: o I _ _ - - - - - -BEALuLP� Q V) 1 1 °' i� NOTE: Q I DENOTES PLUMBING *Ljc�-vnt, m 1 ° ° ° ° ° ° ° ° ° ° ° ABOVE. OFFSET ` PROVIDE HURRICANE STRAPPING L - - - - - - - - - - - -- - - - - - - - - - -- - J FLOOR JOISTS AS PROVIDE HURRI - ° I IN ACCORDANCE STRAPPIIIC IN ACCORDANCE WITH THE PROVIDE WINDOW WELL REQUIRED FOR �s PJCE N TH THE FOUNDATION PLAN 2020 RESIDENTIAL CODE OF NOTE: I 6CHOR I 1 ° 1 1 1 1 FOR EGRESS AS PER WASTE LINE 2020 RESIDENTIAL CODE OF NEW YORK STATE DENOTES PLUMBING 1 ° �OLTS I '2 v I I I 1 F NYS. CODE NEW YORK STATE A ABOVE. OFFSET �+ ALL HEADERS ARE TO BE FLOOR REQUIRED FOR AS 1 1 I N I i 1 1 vl rJl?/IQ�IQ .L C 1&bon ALL HEADERS ARE TO BE :SET: ISSUED FOR: DATE: (2)13/"X 9%" LVL UNLESS WASTE LINE {2)13/°x v" LVL UNLESS I 1 OTHERWISE NOTED OTHERWSE NOTED L__J L__J L__J L_ J 'P 3 2x8 GIRDER - CCA ANCHOR NOTE: PROVIDE FIR BREAKS NOTE: ( ) BOLTS E E S NOTE: PROVIDE FIRE BREAKS HEIGHT OF FRONT PORCH 2x2 LEDGER - CCA G AS PER AS PER FOUNDATION PIERS ARE TO THE 2020 THE 2020 BE 7-1/2" LOWER THAN - (2) 2x8 GIRDER - CCA RESIDENTIAL CODE OF RESIDENTIAL CODE OF HOUSE FOUNDATION 2x2 LEDGER - CCA r N W YORK STATE DATE: NEW YORK STATE MAY 05, 2022 PROJECT NO: . . 1 128-2022 DRAWN BY: BDK '0113'-10' 3'-38" -816" 3'-4" ` ! C ECKED BY: 3 6'-4" 14 -92 10' 12' 10' 4 SHEET NUMBER: FOUNDATION PLAN NOTE: © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization a DOB NUMBER: of 1) ALL HEADERS TO BE (2)1 j"x 94" LVL HEADERS PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes,'and requirements with such BENEATH ALL BEARING POINTS. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. REFER TO MANUFACTURERS 2) PROVIDE (2)1J"x11g" LVL JOISTS BENEATH ALL PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. g SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE AT JOIST WEB. 16 3" 16 14'-1" 14'-3' 2'-71" 13'-41"— , ';/. `_ d �� 16 8 16 �. z,rI� i' s Pr r� ✓ 11'-p8 3" 4 2 4 2 2 ' % '�II p " � T U`I` i S'-38 2'-73' -9�-" 2'-7�' 4'-0�" -81' S'-6" � ' �� pJ �®1311` f1FAl�. V''IR`€ ICy o Yd__ 3'-1116'7 3'-117 3'-44" 3'-44' KEHL DESIGN ASSOCIATES LLC residential 8, commercial design • consulting 11'-18" 7'-118"— °4'-716" 2'-72" 9'-42' 1' 1' PO.Box 1675 phone: �631 J 433-9084 7"-42~ 10' 10' Southold,Newyork 11911 E Moil: ssbn654@opfonine,nef Kehl Design ASSOC1ofe5,LLC o formerly D A K Associates,LLC ONO OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented �a FIRST FLOOR WINDOWS therein, are the property of D.A.K. ASSOCIATES, 3� ARE TO BE SET LLC. No part thereof shall be copied, disclosed A D titi� AT 6'-11" AFF E G to others or used in connection with any work or project other than for which they have been �3 -7"—� prepared without written consent. C �— NOTE: 1 >\ DECK x $ ##2 CEDAR DECKING TOP OF DECKING IS TO BE A �til .D PROVIDE 1j r0. MAXIMUM OF 16" ABOVE FINAL �>2' ��� I 8 (OUTSIDE \I l a0i o d a GRADE. p/ /'� F' m rn o m x N n x / \� m I I �6 m 1� ( ) 1-3/4" x 9-1/2" LVL HEA ER J �l I U 4" x 4" CCA POST Q o U O C� IS TO BE SET OFF U -O L1_ Q o v �'` 2452 2452 FRAMING DIMENSION Q x E Q �`� l + 6 BY 1/2" DUE To 00 N co %,D 6 \ _0 O 3" SM x x x �p 1 HOUSE SHEATHING N cN +� - c' 6� H 2868 U40 �\0 L3'-6" !L O� "� �tK �IRJ x ' �' PROVIDE FLUSH HEARTH �F y � 10 x8 Overhead Door C , (VERIFY WITH OWNER) (U r O 1- 4" x 9-1 2" LVL :N I (3) 1-3/4" x 11-7/8" LVL I 1" `.D -elcU 10Tz FWG 60611 - 0 11 2" _02" 68 U 4 0 AW251v in ~� 2 `D 2 1-3/4" x 9-1/2" LVL 12"oc.- HEADER = o r1 52" (2) 1-3/4" x 9-1/2" LVL (2)1 "x74" L dr. (2)1j"x7j" LVL Hdr (3) 1-3/4' x 16' LVL FLUSH BEAM 10'-1 g" Above Subfloor '" J u�N 7'-7' JACUzzI o J N WORK N101 ES: 15'-lOZ" 52" o !� _J DRAIN x N Li DINETTE AREA o TJI56D x 16" - 12 oc u7 co W N BATH + CEILING JOISTS CD x GREAT ROOM 00 C0 T© I0 NOTE: ' I O NOTE: rn w 5�' DENOTES PLUMBING I o I PROVIDE CATS IN WALLS 1 x= 2 ABOVE. OFFSET I I SDHOWER H rn I 'I 036", 54", 96" AFF I = I U FLOOR JOISTS AS J DRAIN FOR ALL UPPER AND rn J r,I� LOWER CABINETS. (� � REQUIRED FOR AJS 10 x 9'-1/2" - 16 oc � 9 -1-1 8 p �-.> > r rn �cn r1 CEILING JOISTS co „ a 1- d "1 b- - WASTE LINE > O 0 I O PROVIDE 2x4 SOFFIT FOR u l- I N J N o 10'-1 " Above Subfloor \ o 0 UPPER CABINETS - VERIFY O (n 6 \ �0 FINAL LAYOUT PRIOR TO N p O ��.� 4 �W 00 co MASTER BEDROOM I o ! O7) FABRICATION. � �`' ; o 5/6 iu 'k o T as In = J x z I z ON (.0o x ICY)N 1" T I ' ,71 r�-o` N - I o 3- Y Wf✓� 1 6)W W - J J - 2 " x= C� Nw NW 't > 0 j 52 g B M M T U I U J (3) 1-3/4" x 16' LVL FLUSH BEAM \� x I rn rn s "1'� o ; v MUD ROOM N = N 52" 10'-1g" Above Subfloor 52, o� S D TJ1560 x 16" - 12 oc = Y / CEILING JOISTS �_ LO LO 18 -1 KITCHEN _ o (LJ 31" 52" , C 2 L CAR GARAGE f `�" X (3) -3/4" x 11-7/8_' LVL Flush Beam 0,_32" I }( '1- 6 x C/I` A F- 9' 7" -31 1 ro " v 2" r3`81' 10'-8" 3'-82" 52. 32� S/D ` I MIS 00 a� o r,D _ „ x 1 - " I o 1 .-cu 32^ ri 52" _32" 2 1 L/4" x 9A 1 2" LVL r, (3) 1-3/4" x 11-7/8" LVL HEAD P. O — ,�_ (3) 1-3/4" x 16" LVL FLUSH BEAM f U H �I(U 10" DIA. HB&G (2) 1-3/4- LVL4HDR9-1/2" I- ` o121 00 Un PERMACAST COLUMNS !'-5 -31' Hr Fire R ted WI CLOSET � (SMOOTH) O 6" I i � ee e _ OPENING TONIBASEMENTEUFOR 2 � Steel Doc n� � S/D N S/D I - I S/D o0 HVAC RETURN I DN � Assembly it'[ N N SIN M Ch a M � Sell-closing inges 3 1-3 4 x 16 LVL FLUSH B EAM 2668 �"IN '"I- '�� _ _ _ _ _ PROJECT: m 5068 DBL DOOR I - - - - - - - - - - - - - - - - - - - - - - - % O DRAIN 2668 U40 I POCKET DOOR LUM ING WALL F r ru ABOVE ro 0i — rn CO � T KF I A D I (2) 1 LVIL HDR9-1/2" @ I 51" # IC1J PLUMBING WALL i 1" � A I V) SHOWER 14'-4" 5�^0 DRAIN 2 o AIR CONDITIONING 3 -12" 32 J oN CL. 31, o C~n ABOVE r rJlsfio x 16 - 1z oc CEILING J ISTS in UNIT LCCATION. 1" PL IN )VA r N o > S D N 52" LAUNDRY I I I = o / „� „ E _7" '-5- 1,- 0" o' •"Iv � ce J �C2 � NOTE: 2 ~ x r FOYER 1 z O 2' 1" I Z ROOM 1 I (3) 1-3/4 I x 16 LVLIFLUSH BEAM -� 00 PROVIDE BLOCKING FOR MASTER BATH r` "'� ' TOWEL BARS AND ACCESSORIES. M N w \W DINING ROOM (2) 1-3/4" x 9-1/2" LVL 52^ I I I x VERIFY TOWEL BAR TIL T I _ (� T o . ICU ~ CORNER OF AND BATH ACCESSORY I I a W I 2842 3"SM 2842 cr'nv I I I I v 1 V NORTH SEA DRIVE LOCATIONS WITH OWNER. 4'- - / v 0) �KU x= Un N —I I I —i 3 1-3 4" x 11-7 B" LVL 3 1-3 4" x 11-7 8" LVL j AND GREENWAY WEST (n 3 NOTE: R, 00 o n� N I 12'x8' Overhead Door 12'x8' Overhead Door DENOTES PLUMBING a L ABOVE. OFFSET x YL ORIENT NY FLOOR JOISTS AS � ' 0D M 1 1 SCTM#1000-15-01-25 SIN REQUIRED FOR "' - 2^ ]z R M 32' ` 14'-62' 52" G v WASTE LINE I :DRAWING TITLE: 1-3 4 x 9-1 2 LVL (2)1 "x7 " LVL Hdr. )1 "x7}" LVL Hdr. (2)1 "x7 " LVL Hdr. 2 1-3 4" x 9-i 2' LVL NOTE: # 3" SM N A21v (2) 1-3/4" x 9-1/2" LVL z • A21v N a DENOTES PLUMBING 2842 2842 1832 5468 U40 DBL DOOR cD a iN 3' SM 3 SM --Icu ABOVE. OFFSET W Temp. o w 2852 2852 2852 FIRST FLOOR o OFFSET CEILING BEAMS IN FOYER o FLOOR JOISTS AS PROVIDE HURRICANE STRAPPING x Q TO PROVIDE CENTER LINE RECESSED x Q REQUIRED FOR IN ACCORDANCE WITH THE C = LIGHT (INTERIOR AND EXTERIOR) d-x C 2020 RESIDENTIAL CODE OF I "'> BOX OUT PORCH HEADER TO COVER M> I WASTE LINE PROVIDE HURRICANE STRAPPING J THE TOP OF THE COLUMNS. VIF I J I I II ACCORDANCE WITH THE NEW YORK STATE � � lIll PROVIDE SOLID BLOCKING 2020 RESIDENTIAL CODE OF ; _3) 1-3/4" x 9-1/2277�1 BENEATH ALL BEARING POINTS. I ( NEW YORK STATE bSET: ISSUED FOR: DATE: T LVL HEADER REFEALL HEADERS ARE TO BE A D E SPECIFICATIONS O UFORTBLOCKING (2)13/"X 9Y" LVL UNLESS AT JOIST WEB. ALL HEADERS ARE TO BE OTH_RWISE NOTED 12" DIA. HB&G PERMACAST 12' DIA. HB&G PERMACAST (2)1 q�X 9Y" LVL UNLESS 3 COLUMNS (SMOOTH) WOOD FRAMED PORCH COLUMNS (SMOOTH) AND STEPS OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER NOTE: PROVIDE FIRE BREAKS THE 2020 AS PER -g^ THE 2020 SEAL: DATE: 05 2022 RESI[IENTIAL CODE OF " ,_ NEN YORK STATE 2" 1 -4 1 4" -4' 2 RESIDENTIAL CODE OF 13'-4" 19 ]1 4' NEW YORK STATE PROJECT NO: 1128-2022 DRAWN BY: EOFN£ 3'-104" _14" _112" -8 15'-104' 7'-74" } ���N J. � ) BDK ;• CHECKED BY: 3' 6'-4" 7'-2" 7'-2' '-6" 15 8 -6, SHEET NUMBER: 10 2 FIRST FLOOR PLAN NOTE: 1) ALL HEADERS TO BE (2)1j"x 9�" LVL HEADERS yJ/ DOB NUMBER: OF PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED BENEATH ALL BEARING POINTS. REFER TO MANUFACTURERS 2) PROVIDE (2)1j"X11A" LVL JOISTS BENEATH ALL SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE AT JOIST WEB. 7. 3 n _ 1„ _ 13 n _ 3 _ - - - 2'-34 11' 04 5' 616 7 108 5 616 14'-1" 12' 58 16' 16' �jj - 7 7n " 5'-94" 5'-22" 2, _01, ,-02' -88 5 -48 5'-48" _ 1" 1" KEHL DESIGN ASSOCIATES LLC 72 9'-42 residential 8 commercial design • consulting ' 7'-42" 12' 10' t PO.Box 1675 phone: 1631 J 433-9084 Southold,New York 11971 E-Mail: ssbn654@sopfonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC i r O yl I I I I I I I I OWNERSHIP & USE OF DOCUMENTS: J` These drawings and specifications including the A p l I °( y �i I I E I I I �i I I therein, a e the ideas, design ap property of D.A.K.nd arrangements ASSOCIATES,ATES, x LLC. No part thereof shall be copied, disclosed d in I \ C with any work or others or project other thanfor connection wh tch n they have been without written prepared tten consent. I � I I �2 Ix /�1'ti ❑ ❑ �j\J ��1 I I I I I I I SdCOND FLOOR WINDOWS I I I I �� �=1N �� - ARE TO BE SET `jf AT 6'-8-1/2" AFF °J +� 2 8-16" oc CEILING JOISTS �y d� ' ` r-- -------------------------i--- ,�IN ---------------------------------- ----------- ----------- -, H NG FROM RIDGE @ 10'-6" a ��'/ \��\ i to FWG 80611 % - ; _ _ _SHED DORMER WALLS ------ �� c��t < - — ARE TO BE BUILT cv ' (2)1 "x9 " LVL Hdr. _J 1------------------------ r------------------- -�---------- ------ O 00 O O 00 O ----U--� -82" 11'-116" ol ON 3 2x8 RAFTERS 7'-7�" IHgt. Wall I I I I 7'-6" WALL 7'-6" WALL o� I I c?Iv I r l(U 3"SM 3„ 4Hdr 3 SM N = I I I �N 2'-64" 521Ln 2832 2832 2832 �Id iAW281 v AW281 v In 52' ir ��, I I I WORK MOTES: 11 2 2x8 HEADER <IN (2) 14"x 74" LVL I (2) 14"x 7J" LVL H r. v 32^ 2'-04" 1 c�l� O O O O O O O O 1 1 51�lcv 51 c�lv 52" li 3 1 52" 13'-62' -' �" 7 ( I I I co i 10'-64' S2" 52. _9�" �L 18'- 4" O I •� T_ 4 �� �O 3-" 2 I 1. I WALK-IN CLOSETLn oy i I I 52 ~ Ln I T "�, �l(U o CLOSET -IN u I T 38 < Ln toT T ai m MASTER �l� � I I GU ST BEDROOM T ® `� T o 0 0 00 0 0 o BEDROOM � I I I w ® o N SITTING W "' N2668 Poc. 2668 Poc. I —I(U i < L o~ �7' ROOM OFFICE a �N B I B �o X (2) 1 'x 7 LVL Hdr. (2) 1 "x 7 LVL Hdr. I I I co ' o o0 1, �w O to I I °° e �z ly 5- zU r. J (old � Zu 52 1e'-1" 2 31" 31" CO OI I —IN SITTING ROOM T "' r o I rIN I I L _ 3'-6" 2 2 = iu N o S/D r (2) 1 „ Hdr. 3 _4, N 2 cn oZ 2 J x p o— < I I 5'-52' 3' 4' 3'-6" DW in Under of I TJ �Iv CD 31" 31" f r"I�' 5068DD ounte I I 0 S I I ° i� I o N r 2 2 I STEP MirU (2) 1j"x 7"" LVL Hdr. 2 1 "x 7 LVL H I 6DROOM �. 2668 L 2668 MASTER M __ x � )V1 'Hd7 2x8-16' oc HUNG F OM RIDGE @ 9'-1-1/8" 32' 51" 2668 Poc. SIN 2668 Poc. SIN 32" 24" X 24" Q CEILING JOISTS �. N o• sz" X 3z' (2) 1 "x 7 " LVL Hd . 1 4068 DBL DR 266 I HV I I Attic 5068 DBL DOOR 14'-4" 52' (2) 1 x 7 LVL Hdr. RE e� S/p BALCONY M Access M " CLOSET 51 n < ( ) 1311 2 v O a LIN. R, < o WALK-IN 2668 < i 1cv ~� 4r. L Hdr (2)(2) 1 "x 7 " LVL Hdr. CL CL' ,r1N CLOSET \\o = 10 2" I nv n M 2668 2668 2668 < T Jo I cu ra :o �INLIN.�I L (2 1 „ 97�" 9,-94n ,_98. ��.� DWC 31" �' < = PROJECT Ln CL. c7 : L r. 1" 1 13 -31" _110i 'PLUMBING z _� In 2" T52" 52 +� / 2 ° m >N M SIN 'ad (2)) 1 „x 74., LVL Hdr. � � I A Pik 0""o KI 0 1 ' AK v 1 N J o in ``11 668 Poc. � 1 , , 1 ' ' (MASTER B THR00 4 -5" -74" 3'-92" iAW281 v AW281 v 10'-51' 18 - " o 2'-0�" c 3" M -I� 2 Ku 4 BATHROOM #1 aN o i0 ° ZJO- 1 D [7: k"! C [E TILE —Ill' s/o BATHROOM #2 / 7'—Og" Hgt. Wall I —1— () TILE I �Icv A, 2'-10=�' �`-2'-6' " I 3 r-Ku I CORNER OF 52 0 I �� S2� w �D < I cQv 10'-6 3 r I -'9-" " 2 5 SIN 52 0 10'-64" - - ---------------------- 8 12' s I NORTH SEA DRIVE 4 BEDROOM / DEN cu 5� I I I j 3046 3"SM. 3046 3"SM. 4,0 ______ I AND GREENWAY WEST I In 3„ 1„ ^ (2) 1 J% 7J" LVL Hdr. u�, �- ————————————— -------------- -------------------- w ORIENT, NY I 2 1 x L r. _ 31n ol 2832 2832 a 51" 4'-61" 2832 2832 �1N 2 I Ci i SCTM#1000-15-01-25 rile r)l� 2 2 2 ()1V 3"SM I I In 7'-6" WALL 3"SM 2x8-16" oc HUNG FROM RIDGE @ 10'-6" 7'-6" WALL _ { CEILING JOISTS iu -84• 1L �h0/� { �DRAWING TITLE: I PROVIDE HURRICANE STRAPPING I �- I IN ACCORDANCE WITH THE I SHED DORME WALLS 13'-3" SHED D RMER WALLS I ARE TO BE R1 Ill TI I I I 2020 RESIDENTIAL CODE OF -------- -------ARC AR -B€�BI�IL-T----- - - In ON (3) 2x8 RAFTERS IN 52 ON (3) x10 RAFTERS " �5 K' Iz I �� NEW YORK STATE I SECOND FLOOR PLAN I I n F 52" o ALL HEADERS ARE TO BE AND ROOF PLAN 4 -62 — u�N (2)13/"X 9Y° LVL UNLESS OTHERWISE NOTED I I I I I SET: ISSUED FOR: DATE: A21v (2) 1-3/4" x 9-1/2" LVL HDR A21v I I I I I I NOTE: PROVIDE FIRE BREAKS TWT30111 3"SM TWT30111 I AS PER (( ) „ ,) PROVIDE 2x4 FRAMED SOFFIT THE 2020 3" SM Horizontal 2 1 x 5 LVL ( ' 3046 3"SM 3046 FROM 10'-6' CEILING HEIGHT RESIDENTIAL CODE OF Vertical Mullion to be (2) 1 "X 5 " TO 9'-1 1/8" CE LING HEIGHT NEW YORK STATE Versa-Stud or Equal PROVIDE HURRICANE STRAPPING A p E IN ACCORDANCE WITH THE SEAL: DATE: 2020 RESIDENTIAL CODE OF NEW YORK, STATE MAY 05, 2022 y PROJECT NO: 5'-94' 5'-22" 3,-32" '-22" '-22" 3,_32' S'-22" 5'-94" -41" 5'-48" 16' 16' 41 EA ARE TO BE 1 1 28-2022 LVLUNLESSE NOTED 2'-34" 11 -04 19' 11'-04" -114" -98" -9$' �,`�(E.aF�Fy,� AWN BY: p�N CON O,p CHECKED BY: NOTE: PROVIDE FIRE BREAKS 3 46'-4" 14'-4" 32' AS PER f Oy > ram- SWEET NUMBEk: THE 2020 RESIDENTIAL CODE OF NEW YORK `"TATE SECOND FLOOR PLAN NOTE: � ' A103 1 ALL HEADERS TO BE 2 1 'x 9 " LVL HEADERS A OS X' UNLESS OTHERWISE NOTED �(a� COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization 2) PROVIDE (2)1J"X11J" LVL JOISTS BENEATH ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DOB NUMHLk: OF WALL RUNNING PARALLEL ABOVE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. } ' KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such P0.Box 1675 phone: �631�433-9084 agencies prior to construction, Southold,New York 11971 E-Mail: ssbn654@optonline,net _ � � L1 I I I �I L 1 Kehl Design Associates,LLC o formerly D A K Associates,LLC tL 11L1L� %/_-';i/ '/��l!�T/I/J,7"".'�':///TJ%�/�/,'T).,.-,...�,,�/-/�/T/rr7"a�".� 1 LW IIII ILI I ILLI LLLLt1L LL OWNERSHIP & USE" OF DOCUMENTS: I I I I I I I I I I L11 I I I I IJILJLLLIILLW � _ Ill W These drawings and specifications including the tn= LLLLLLLIL J L 11#1 WI L ILULLL Lll L ILI III III j�lllll IW �� J� ideas, design and arrangements represented LLj_LLUL1j u uL I tLUA L���L1� I I LI _1L]LL L_lI_ g g p therein, are the property of D.A.K. ASSOCIATES, LIL L�Lij #V ICI I�IL I III L � 1L�LL� l III j LLC. No part thereof shall be copied, disclosed I IJ111J I_I I LI III to others or used in connection with any work LLB ILU ILL II11 111 1 wil I LL-L 11J LLf LII 1 or project other than for which they have been Lill L �i _ LLJJ LII t prepared without written consent. U 11MU I LJ-- 11 llL �J_I II L II LI- WW WW1' W I LII I I�11�1 I I I I I ILI_LI III 1 y JI II L III IJ LL11 11 1J_LLI III I_I_ LULEA 1U L 1TJLW_ I 1 ILLLdu lUULL LiJL1ll 1 III L I� IIII IIIII 1 ll L LLI_l'I_Illll! L_ j I MLI l I J I—d , L 1L_L1U LL1L1 LU_L LII I I` I I' 111 IW I I I I I L L� Hill ill I Y Lll1_W1.�1J111L I I I I I ULLll -u_-iLiLi Ll L H LI I L Ill1JJ J 1 J LLL LLIJ LL LLll ��_I 1 �L- J1 L LL LILLU LJ L1ll L1J �L 111 L1LLI jL LL L�11 �I �Ll WJ L L�J I I III L LII I jJ �LLL1L!1 U 1I I j I LJ L I_I I C I jL L I KELILULLI L!1_ �ILi1J L 1 LLILLI I_ IL 11 I1AI I I I L I,I l lll lj ij I�LI II IUI I�LI L AIL LLIIL II ICI I IL LI II IIII L 11JLJIL H � II IIIII lI II II L � III II II1JJ1 I.LL1 U_j 11 III LLL, L '4jLilJL1LW1J1�I WLl�L_U LL1 I ILi d �ll L1111 I I Hill] I LLIIJ L1 LI 1Lll I Ll i ,� �� LILJ_J1Ll lLLT Jffija � � � � i�l � � � LILLUIL LLLLLL LLJLJ-l�1.L 1�l Li 1�� j 11 IT1j11LI °° 1 I I II II -ILLLILI�ILLI WORK NOTES: LLLILIIIU 1L 7Ll1L � I LILLLL 11�LL1I JLL�_ 1LH L=1 jL_LL1 9 LLLLU 11J Lll_ LILI L 1L T_lI_11J11�1LLLLL�1lLI ILL 1 L1L LLu �� L LLL LL11 LI1 j I I L�I I L�1 I ll L ll I LJ L lJ N J J j 1L1J IIIIIIII 1 FRONT ELEVATION R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PROJECT: THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. KI I A' I 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Elim 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) S I D Er— CORNER OF jL NORTH SEA DRIVE lil II ll_I it l�l� ul II lul 11 lul II AND GREENWAY WEST 1�1LL r I ORIENT, NY LLIL ll i�1i11LjLLLW1ILWU �I I�LI IL I, r I 11 IL IL I11L1L111L1L111ll SCTM#1000-15-01-25 I L i I I I I I�I i I J� I I LI I L I I U I I I I LI I I I I L1111J11;1LI1J1 I I�I I I U I I I ; � �� I I I I I I I I IIII I W i__I1 W L1J I I I I I LI WLL1 � � �-LLL1 DRAWING HILL: I W II W II LI II IIIIILA II I I II II WI II �I II �I 111LiL L� I �I- SECOND FLOOR PLAN 1LLL�J—I-L 1L I I l�I u I I I I I ��� II J1JLL1llLIJJ L L111 L W L 1:111L_I i_.LllL_l L1 II u L_ _lu l 111 a ll u l - AND ROOF PLAN Ij ILIA 1 , 1 I I SET: ISSUED FOR: DATE: u IL 1W L L. - I I HJII _LL1iL 1 IL II L II GI I SEAL: DATE: I H 11� �-I_ LLI�LL LL�ILIILLILLLILL j_Ll LLLL-jLLI_ MAY 05, 2022 PROJECT N0: 1 �I IL W111 IJ ILI Ll U �,OF N� i �. 1 128-2022 F=7 �1 LI_L)LILLL h'`�� � DRAWN Y: 1LLL I "Lit IdLlti 111 ll ll _LLLI 1L_LLll-I I IIII_il_1JLLLIL 6 F=7 LLl' — I . 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ASSOCIATES, LLC, No part thereof shall be copied, disclosed L to others or used in connection with any work or II project other than for which they have beenLi II II IIIII prepared without written consent. l � 11J_W �I III IJJ J LJl LdLI 11 1 1111 Ll I I ILL [I U11 �I I LLJ L L I WORK NOTES: LL ALLL i IJ1J �llL I ll 1 J LW 1JlU J111 LEFT ELEVATION LEEl u l l UJ III LI J La1111Li1-LL1� II �� II I III I�� I�ll_I IUI III IL1JJ1 I1 I I PROJECT: JL U L ll I W I IL IJ�LU IIILl LLL,ILLLLU AKE, H r, I D I Say r �J 1111 11111 11111 11 Ill 111H 11111 1111 11111111111111111111 11111 111111 111 11 IIHI( Ill �l IIIHII lI LE • Hillikil — - '� LL-L-ILL] J � II Id ILLLLLLLL-L iLL1 llE R"wSIDE " J""' 7 —L CORNER OF � I� 1� I_ i NORTH SEA DRIVE �Lil-LL-fl-�­ �-I I LLL ' L AND GREENWAY WEST �llt ORIENT, NY l lil I I I I I SCTAAt�1000-15-01-25 II LII II l III II II II lL 111 ® ® II II IIIUlill j� IULI II LI II DRAWING TITLE: LLLLt �I L1L1U lJ U ICJ J llIJJ �LJuj II �JI II �I II II IL SECOND FLOOR PLAN �I II a lul u lui II Iu1 I Iu1 LU LLI LILLU AND ROOF PLAN III IILlJII IIIII II II II IIIIII IIII_ �1J-Lll_11 I I III I I I I I �J—�--I IIL1LLLl_l I I I I I I I L�I I I�LI I SET: ISSUED FOR: DATE: tJ�t�JJ_ J R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE LLIJU Li D CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ILLULI ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS � � ILLiILLLLL PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES SEAL: DATE: IIIII I IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM MAY 05, 2022 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ILLLLLdiII II II II' I II I I II II II II II II 1 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING III I II L _ N IJ II IIIII IIII I I II(I I II�W� PROJECT N0: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS IIIIIII II Ill LII IIII II I IIILL Lh z PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF —� 1128-2022 �L 5�ATE OFN DRAWN BY: THIS SECTION. J II IJII J 1L�1ll ll III s KN F R301.1.1 ALTERNATE PROVISIONS 0 J y o C4-4 C BY: AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING { o STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND / � � 71 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH � +1EEI NUMBER: THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. A202 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RIGHT ELEVATION 2) AISI STANDARD FOR COLD—FCRMED STEEL FRAMING — PRESCRIPTIVE METHOD 0 COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization PROTECTED UNDER FEDERAL COPYRIGHT LAW PLANS MAY NOT BE REPRODUCED WITHOUT FOR ONE—AND TWO FAMILY DWELLINGS AISI-5230 . of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DOB NUMBER: of 3) ICC STANDARDS ON THE DESI3N AND CONSTRUCTION OF LOG STRUCTURES (ICC400) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, //;Iii%i%/u/%�/ r .i ,��'�� 14"X11�" LVL RIDGE 12 j 'I ICIJ7� J 3 10 2x10 RIDGE 12 ,� 1 0 2x4-16 oc KEHL DESIGN ASSOCIATES LLC 2x4-32" oc x0XI,_ 3/8" BOLTS IDGE POSTS ! ARCHITECTURAL GRADE ROOF SHINGLE residential & commercial design • consulting 2x6 / 2X4 ) ::: STRONG BACK ICE & WATERSHEILD �5 3/8" BOLTS 2 8-16" oc CDX EXT. ROOF SHEATHING °�P`�� R 4 INSULA oN PO,Box 1675 phone: (6311 433-9084 ARCHITECTURAL GRADE ROOF SHINGLE 2x10-16" oc RAFTERS ,6 x6/2x4 Southold,New York 11971 E-Mail: ssbn654Coptonline.net o' STRONG BACK ICE & WATERSHEILD ZR-30 2x8 16" oc Kehl Design Associates,LLC e formerly D A K Associates,LLC CDX EXT. ROOF SHEATHING UNFACED R-30 rr ' "" ' INSULATION 2x12 LEDGER / HOUSE BEAM - � %",!'"__r-"/!Ifs%%%�T`'I"�//-i%/" "':'%'�''"";""'%r 2x10-16" oc RAFTER BEDROOM CLOSET ARCHITECTURAL GRADE ROOF SHINGLE UNFACED OWNERSHIP & USE OF DOCUMENTS: INSULATION —I00 3drawings" CDX Plywood These and specifications including the PROVIDE FIRE BLOCKING ' ICE & WATERSHEILD 8" FASCIA R-44 INSULATION a' R-44 INSULATION R-44 INSULATION ideas, design and arrangements represented " CDX EXT. ROOF SHEATHING 12 VENTED SOFFIT (SEE DETAIL) therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed ■ R-21 INSULATION 2x10-16" oc RAFTERS WINDOW HDR HEIGHT IN MEDIA ROOM " Plywood Filler to Gathers or used in connection with any work DOU PLATE f MEDIA 00 or project other than for which they have been 4" CDX SUB FLOOR - 2x6-16"LE 2oc6 WALL STUDS ROOM 14"x11 LVL B Neams MA TER prepared without written consent. �o BEDROOM "CDX SHEATHING TJ1230 x 9-1/2' - 12 oc 8" FASCIA BLUESKIN HOUSEWRAP x SIT ING 8" FASCIA 12 VENTED SOFFIT (SEE DETAIL) 18" NU CEDAR SIDING (6" EXP) ~ �R-21 INSULATION 1� 9�" LVL Beams ROOM OFFICE DOUBLE 2x6 PLATE (3) 1-3/4" x 9-1/2" LVL FIRE BLOCKING " CDX Plywood 12 VENTED SOFFIT (SEE DETAIL) FLUSH HEADER DOUBLE 2x6 PLATE /R-30 /R-30 2x6-16" oc WALL STUDS 2x6-16" o WALL STUDS INSULATION INSULATION OSB SHEATHING 4" CDX SUB FLOOR � aN II MASTER BATHROOM BLUESKIN HOUSEWRAP R-21 INSULATION 4" CDX SUB FLOOR J"CDX SHEATHING - - BLUESKIN HOUSEWRAP R-21 INSULATION �ioJ 18" NU CEDAR SIDING (6" EXP) _ Raised FI r Platforms MASTER BEDROOM 7„ — See Bea Above 18" NU CEDAR SIDING (6" EXP) - i PROVIDE FIRE BLOCKING FIRE BLOCKING 4" CDX SUB FLOOR TJI560 x 11g 12" oc , FIRE BLOCKING _ MASTER BEDROOM C Al CLOSET 2x4 PLATE TJ1230 x 9-1/2" - 12" oc M MTOUT 2x6 PLATE 4" CDX SUB FLOOR R-30 INSULATION 4" CDX SUB FLOOR R-21 INSULATION _ L 1-1/8" FIBERSTRONG RIM BOARD - � � � � E �, (AS PER MFG. SPECS.) GREAT ROOM -100 o= KITCHEN 1-1/8" FIE'ERSTRONG RIM BOARD - TJ1560 x 11-7/8 - 16" oc 2x6 CCA SILL i o 0 1C0 ;,= I °' WORK NOTES: (AS PER MFG. SPECS.) 2x6 CCA SILL TERMITE (4)1-3/4 x 94" o SHIELD - SILL SEAL �_ TERMITE S'HELD - SILL SEAL LVL GIRDER R-19 INSULATION R-30 INSULATION R-30 INSULATION sg"x18" ANCHOR BOLTS MAX. 32"oc. 2x6 PLATE R%18" ANCHOR BOLTS MAX. 32"oc. BASEMENT i � 4" CDX SUB FLOOR #5 VERTICAL REBAR 4'-0"oc. F #5 VERTICAL REBAR 4'-0"oc. 4" BOX TUBE STEEL COL. 1-1/8" FIBERSTRONG RIM BOARD C) (AS AJS 10 x 11-7/8" - 16" oc W/ 12"X12"Xg" BASE PLATE (AS PER MFG. SPECS.) AND 7"x8"xi" TOP PLATE (2)#5 HORIZONTAL REBAR 36"oc' (2)1-3/4 x 91" LVL GIRDER (2)#5 HORIZONTAL REBAR 36"oc. LAGGED TO GIRDER DAMP PROOFING 2x6 CCA SILL Lt ON TERMITE SHIELD - SILL SEAL DAMP PROOFING 3'-6" x 3'-6" x V-0" 10" P. C. FOUNDATION WALL R-30 INSULATION 4" PC SLAB CONCRETE FOOTING W/ 10" P. C. FOUNDATION WALL (5)#9 REBAR E.W. 2x4 KEY WAY "x18" ANCHOR BOLTS MAX. 32"oc. BASEMENT 2x4 KEY WAY 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) #5 VERTICAL REBAR 4'-0"oc. 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) REBAR (4)#5 REBAR L.W. AND #5 WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. R W/ 12'X12 Xi' BASE PL 4" BOX TUBE STEEL ATE REBAR S.W. AT 2'oc. [� �`�` T CROSS SECTION U (2)#5 HORIZONTAL REBAR 36"oc. AND 7%8"xi" TOP PLATE CROSS SECTION ION A DAMP PROOFING LAGGED TO GIRDER j ON 4" PC SLAB i 2'-0" x 2' 10" P. C. FOUNDATION WALL FOOTING xOTINGG W W/ CONCRETE FO / (4)#5 REBAR E.W. 13"X11g" LVL RIDGE 24" x 10" CONCRETE FOOTING — 12 12 3'-0" BELOW FINAL GRADE. (TYP.) 25 YR. ARCHITECTURAL GRADE ROOF SHINGLE 5+/- 2x4-32" oc 5+/- WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. 15# FELT 2x6 / 2X4 3/8" BOLTS CROSS SECTION C PROJEC I: STRONG BACK " CDX EXT. ROOF SHEATHING 2x10-16" oc RAFTER e J 2x8-16" oc 8" FASCIA R-42 /R-30 R-42 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE D 1� INSULATIO UNFACED INSULATION DOUBLE 2 x 6 TOP PLATE 8" VENTED SOFFIT (SEE DETAIL) INSULATION (3) 1-3/4" x 9-1/2" LVL HEADER R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE `0 i BEDROOM CLOSET SINGLE 2 x 6 BOTTOM PLATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, NORTH OF LOADS,ROOF FLOOD HURRICANE CLIP PROVIDE FIRE BLOCKING PREESCR BED BYTH S CODES O LOADS, WIND THE OF O TDHE BUILDINGS SEISMIC LOADS SDTRUCTURES NORTH SEA DRIVE R-42 INSULATION IN ACCORDANCE THAT PROVIDES A WITH COMP ETE PROVISIONS LOAD PATHFTHAT MEETS SHALL HE REQUIREMENTS FORSYSTEM THE AND GREENWAY WEST (2) 1-3/4" x 9-1/2" LVL HDR 12 �° R-21 INSULATION LO TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ORIENT NY NOTE: (3) 2x10 RAFTER ON EACH SIDE 10 I o� ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS OF SHED DORMER SUPPORTING i PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF SCTM#1000-15-01-25 GIRDER R- INSULATI N 4" CDX SUB FLOOR THIS SECTION. unico R301.1.1 ALTERNATE PROVISIONS DRAWING HILL: TJ1230 x 9-1 2 - 12 oc o I rn� AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING 8" FASCIA STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Cu::::: THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SECOND FLOOR PLAN 12 VENTED SOFFIT (SEE DETAIL) /R-30 R-30 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF DOUBLE 2x6 PLATEMIS 2x4-16" oc WALL STUDS INSULATION INSULATION i NEW YORK STATE. PROVIDE HURRICAfJE STRAPPING AND ROOF PLAN J" CDX SHEATHING MASTER BATHROOM IN ACCORDANCE WITH THE rn 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 15" FELT R-21 INSULATION _ico OUBL 2020 RESIDENTIAL CODE OFE 2 x 6 TOP PLATE 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD NEW YORK STATE 18" NU CEDAR SIDING (6" EXP) - ROVIDE FIRE BLOCKING (3) 1-3/4" x 9-1/2" LVL HEADER FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) SET: ISSUED FOR: DATE: MASTER BEDROOM AlAI CLOSET FIRE BLOCKING ° SINGLE 2 x 6 BOTTOM PLATE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 2x6 PLATE: ALL LEADERS ARE 10 BE 3 �co (2)13/"X 9Y" LVL UNLESS 4" CDX SUB FLOOR .i C) OTHERWISE NOTED � NOTE: PROVIDE FIRE BREAKS 1-1/8" FIBERSTRONG RIM BCARD - TJ1560 x 11-7/8" - 16" oc S AS PER "SEAL: DAl E: ' (AS PER MFG. SPECS.) (4)143% 9�" RESIDENTIAL THE CODEOF MAY 05, 22 26 CCA SILL LVL GIRDER TERMITE `SHIELD - SILL SEAL NEW YORK STATE PROJECT N . R-30 INSULATION R-30 INSULATION �. 1 128-2022 BASEMENT ��0�r�E y D N BY: J%18" ANCHOR BOLTS MAX. 32" oc 'AJ. 00 01 #5 VERTICAL REBAR 4'-0"oc. -l(u 4" BOX TUBE STEEL COL. m CDt-� Y: W/ 12"X12"Xj" BASE PLATE r HEEL NUMBER: AND 7"x5%j" TOP PLATE (2)#5 HORIZONTAL REBAR 36"oC. LAGGED TO GIRDER ON r i� 0$1 DAMP PROOFING x 3'-6" x 1'-0" A, A301 4" PC SLAB CONCRETE FOOTING W/ \�QF 1yP�� (5)#5 REBAR E.W. 10" P.C. FOUNDATION WALL GREAT ROOM WALL DETAIL 0 COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization Doe NUMBER: OF 2x4 KEY WAY PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 24" x 10" CONCRETE FOOTING SCALE: 1/4 = 1 —0 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 3'-0" BELOW FINAL GRADE. (TYP.) ^' KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. WITH (4)##5 REBAR L.W. AND #5 CROSS SECTION D PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, REBAR S.W. AT 2'oc. /-� LULL V_ KEHLDESIGN ASSOCIATES LLC 12 14"X11 LVL RIDGE 12 PROVIDE HURRICANE STRAPPING residential s, commercial design . consulting ? 5 +/ 5 +/— IN ACCORDANCE WITH THE ARCHITECTURAL GRADE ROOF SHINGLE 2x4-32" oc 2020 RESIDENTIAL CODE OF ICE & WATERSHEILD 2x6 / 2X4 3/8" BOLTS NEW YORK STATE P0.Box 1615 phone: �631)433 9084 STRONG A „ Southold,New York 11971 E-Mail: ssbn654@optonline.net " CDX EXT. ROOF SHEATHING ALL HEADERS ARE TO BE 14 X11 LVL RIDGE 12 2x10-16' oc RAFTERS (2)1%"X 9Y" LVL UNLESS 2x8-16" oc OTHERWISE NOTED R-42 INSULATION 10 Kehl Design Associates,LLC o formerly D A K Associates,LLC / OWNERSHIP' & USE OF DOCUMENTS: 8" FASCIA R-42 R-42 J NOTE: PROVIDE FIRE BREAKS ARCHITECTURAL GRADE ROOF SHINGLE INSULATI /R-30 RIGID AS PER ICE & WATERSHEILD ����5 These drawings and specifications including the 8" VENTED SOFFIT (SEE DETAIL) UNFACED INSULATION THE 2020 ideas, design and arrangements represented P therein, are the property of D.A.K. ASSOCIATES, INSULATION RESIDENTIAL CODE OF �" CDX EXT. ROOF SHEATHING o°� 2xa-32" oc 3/8" BOLTS p p y LLC. No art thereof shall be copied, disclosed CLOSET 12 NEW YORK STATE �6 RIDGE POSTS to others or used in connection P with any work HURRICANE CLIP I BEDROOM 2x10-16" oc RAFTERS +6� STRONG BACK R-42 10 ti or project other than for which they have been INSULATION prepared without written consent. 2x8-16" oc (2) 1-3/4" x 9-1/2" LVL HDR Q NOTE: (3) 2x10 RAFTER ON EACH SIDE R-13 INSULATION OF SHED DORMER SUPPORTING UNFACED R-30 8" FASCIA GIRDER INSULATION 12 VENTED SOFFIT (SEE DETAIL) R-30 DOUBLE 2x4 PLATE UNFACED TJ1230 x 9-1/2" — 12 oc TJ1230 x 9-1/2" — 12" oc 2x6-16" oc WALL STUDS INSULATION BEDROOM , STUDY 8" FASCIA J"CDX SHEATHING D 12 VENTED SOFFIT (SEE DETAIL) /R-3BLUESKIN HOUSEWRAP R-21 Iw DOUBLE 2x6 INSULATION ZR-30 18"PLATE ( ) l NU CEDAR SIDING 6" EXP � INSULATION o 2x6-15" oc WALL STUDS NSULATION INSULATION 1 01 FIRE BLOCKING rb J"CDX SHEATHING —6" BLUESKIN HOUSEWRAP R-21 INSULATION dco KITCHEN DINETTE AREA BLUESKIN 18" NU CEDAR SIDING (6" EXP) DEN MEDIA ROOM PROVIDE FIRE BLOCKING CDX SUB FLOOR 2x6 PLATE FIRE BLOCKING �" 2x6 PLATE i " CDX SUB FLOOR (AS/8" FIMFGSSPO G RIM BOARD - 2 —J1230 x 9-1 oc 1WORK MOTES: 1-1/8" FIBERSTRONG RIM BOARD OWNTJ1560 x 11-7/8" — 16" oc TJ1230 x 9-1/2" — 12" oc (AS PER MFG. SPECS.) 2x6 CCA SILL (4)1-3/4 x 94" LVL GIRDER TERMITE SHIELD — SILL SEAL —30 INSULATION R-30 INSULATION CN J"x18" ANCHOR BOLTS MAX. 32" oc BASEMENT �cu BASEMENT 5/4" x 6" TREX DECKING ON I o 4" BOX TUBE STEEL COL. W/ 12"X12"XJ" BASE PLATE 4 AND 7"x8%8" TOP PLATE 2x6-16 oc CCA DAMP PROOFING LAGGED TO GIRDER 4" PC SLAB ON 3'-6" x 3'-6" x V-0" 10" P.C. FOUNDATION WALL CONCRETE FOOTING W/ 2x4 KEY WAY (5)#5 REBAR E.W. (3) 2x8 GIRDER — CCA 2x2 LEDGER — CCA ANCHOR 24" x 10" CONCRETE FOOTING BOLTS 3'-0" BELOW FINAL GRADE. (TYP.) �^ WITH (4)#5 REBAR L.W. AND #5 CROSS SECTION E REBAR S.W. AT 2'oc. NOTE: HEIGHT OF FRONT PORCH FOUNDATION PIERS ARE TO BE 7-1/2" LOWER THAN PROJECT: HOUSE FOUNDATION ANT' N [kE.10 CROSS SECTION F F I D E 13 C I;RINE Q �. K - E CORNER OF R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NORTH SEA DRIVE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AND GREENWAY WEST CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ORIENT, NY PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES SCTP►PI#1000-15-01-25 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING PROVIDE HURRICANE STRAPPING CODE OF ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2020 RESIDENTIAL CO DRAWING TITLE: IN ACCORDANCE 1 THE PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NEW YORK STATE THIS SECTION. SECOND FLOOR PLAN t R301.1.1 ALTERNATE PROVISIONS AND ROOF PLAN ALL HEADERS ARE TO BE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING (2)IY4'X 9Y" LVL UNLESS STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND OTHERWISE NOTED THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF SET: ISSUED FOR: DATE: NEW YORK STATE. NOTE: PROVIDE FIRE BREAKS AS PER 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) THE 2020 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD RESIDENTIAL CODE OF FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) ; NEW YORK STATE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ;SEAL: DATE: MAY 05, 2022 PROJECT NO: s 112 2022 � OF Nf p DRAWN BY:ic, o�\ J. Co o �v Qny C E K E D BY: { i Et NUMBLR: IOU k3 0 A 6 4.. G 2N © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization / PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DOB NUMi�LR: OP of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ARCHITECTURAL GRADE ROOF SHINGLE 1 X11 LVL RIDGE h 4 ICE WATERSHEILD & uo R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE i'�%�� _ I` dIJ 1 -P w 1 CDX EXT. ROOF SHEATHING " —� PROVIDE HURRICANE STRAPPING _ J i _ IN ACCORDANCE WITH THE ;;, i, •i i� k - �„ 2020 RESIDENTIAL CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BEIFJ 2x6 16' c 2x10-16" oc RAFTER R-42 NEW YORK STATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, INSULATION ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 2 \1 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES KEHL DESIGN ASSOCIATES LLC R-30 ALL HEADERS ARE TO BE IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 1SULATION UNFACED (2)1 a"X 9Y" LVL UNLESS THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE residential & commercial design . consulting 12 VENTED SOFFIT (SEE DETAIL) INSULATION OTHERWISE NOTED TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING DOUBLE 2x6 PLATE ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2x6-16" oc WALL STUDS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF PO.Box1675 phone: (631J433-9084 ALK—IN SITTING ROOM WALK-IN 3 NOTE: PROVIDEAS PFIRE BREAKS THIS SECTION. CLOSET -04 Soufhold,New York 11911 EMail: ssbn654@optonline.net W " ARCHITECTURAL GRADE ROOF SHINGLE CLOSET M� M ° THE 2020 R301.1.1 ALTERNATE PROVISIONS ICE & WATERSHEILD RESIDENTIAL CODE OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING Kehl Design Associates,LLC®formerly D A K Associates,LLC in R-21 INSULATION NEW YORK STATE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND " CDX EXT. ROOF SHEATHING R-21 INSULATIO 12 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH OWNEF�SHIP & USE OF DOCUMENTS: THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF 2x10-16" oc RAFTERS 10 NEW YORK STATE. These drawings and specifications including the 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 8" FASCIA 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD LLC. No part thereof shall be copied, disclosed FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) to others or used in connection with any work DOUBLE 2x6 PLATE ZR-30 VENTED SOFFIT (SEE DETAIL) R-30 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) or project other than for which they have been D 2x6-16" oc WALL STUDS INSULATION INSULATION prepared without written consent. J" CDX SHEATHING BLUESKIN HOUSEWRAP R-21 INSULATION 18" NU CEDAR SIDING (6" EXP) MUDROOM CL. LAUNDRY SHOWER BATH R-21 INSULATION FIRE BLOCKING - ROOM 2x6 PLATE J" CDX SUB FLOOR 1-1/8" FIBERSTRONG RIM BOARD - TJ1560 x 11-7/8" - 16" oc (AS PER MFG. SPECS.) 2x6 CCA SILL (4)1-3/4 x 91" TERMITE SHIELD - SILL SEAL-____ALVL GIRDER R-30 INSULATION J%18" ANCHOR BOLTS MAX. 32" oc ol 8,-54N #5 VERTICAL REBAR 4'-O"oc. BASEMENT mN WORK NOTES: i o 4" BOX TUBE STEEL COL. �icu (2)#5 HORIZONTAL REBAR 36"oc, W/ 7"X12"X " BASE PLATE r AND 7%8"xi" TOP PLATE DAMP PROOFING LAGGED ONTO GIRDER 4" PC SLAB 3'-6" x 3' 8" P. C, FOUNDATION WALL CONCRETE FOOTING W/ 4 2x4 KEY WAY (5)#S REBAR E.W. 24" x 10" CONCRETE FOOTING - 3'-0" BELOW FINAL GRADE. (TYP.) GOLF PIT i WITH (4)#5 REBAR L.W. AND #5 14' REBAR S.W. AT 2'oc. CO � -4'' �� � I- �-4Y'�h'-47' �i' CROSS SECTION G ARCHITECTURAL GRADE ROOF SHINGLE PROVIDE HURRICANE STRAPPING ICE & WATERSHEILD R-42 INSULATION R-42 INSULATION IN ACCORDANCE WITH THE 2020 RESIDCNTIAL CODE OF CDX EXT. ROOF SHEATHING i.. NEW YORK STATE 1 (2)1-3/4 x 9g LVL HEADER 1 2x10-16" oc RAFTERS '(L R-42 INSULATION R-42 INSULATION ALL HEADERS ARE TO BE (2)i%i'X 9Y" LVL UNLESS - OTHERWISE NOTED PROJECI: 12 R-30 �_ \—R-30 NOTE: PROVIDE FIRE BREAKS 10 INSULATE ON r`i� UNPAGED N, 1 A D I AS PER 12 INSULATION `i��+ THE 2020 WC MASTER BATHR00 10� 3 —016"� RESIDENTIAL CODE OF R-42 INSULATION 12'-S" TILE r`� R 1=VEW YORK STATE SHOWER 3,_O 3 N i rii I ,� MH C Ell CD ��� `CD ur 16 MASTER BEDROOM i i i i I� � � r` C" r` N R-21 INSULATION CLOSET i CORNER OF CLOSET a" DX SUB FLOOR -p4 R-42 INSULATION " CDX SUB FLOOR R-42 INSULATION 12 NORTH SEA DRIVE E-7 �10 R-21 INSULATION AND GREENWAY WEST ZMM TJ1560 x 16" - 12" oc TJ1560 x 16" - 12' oc TJI560 x 16" - 12" oc TJI560 x 16" - 12" oc ORIENT, NY 8" FASCIA SCTM#1 000-15-01-25 R-30 INSULATION J R-30 INSULATION R-30 INSULATION R-30 INSULATION 12 VENTED SOFFIT (SEE DETAIL) DOUBLE 2x4 PLATE 2x6-16" oc WALL STUDS R-30 INSULATION R-30 INSULATION R-30 INSULATION DRAWING 1LELL: I I J"CDX SHEATHING 'Ico I BLUESKIN HOIUSEWRAP R-21 INSULATION SECOND FLOOR PLAN i i0� R-21 INSULATION R-21 INSULATION 18" NU CEDAR SIDING (6" EXP) GARAGE I FIRE BLOCKING - R-21 INSULATION AND ROOF PLAN I I GARAGE I I 2x6 PLATE SET: ISSUED FOR: DATE: I 6" P.C. SLAB WITH I 6" P.C. SLAB WITH VAPOR BARRIER AND I VAPOR BARRIER AND 6x6 / 10/10 WWM I 6x6 / 10/10 WWM 10" P. C. FOUNDATION WALL R-30 INSULATION 8%18" ANCHOR BOLTS MAX. 32" oc (2)#5 HORIZONTAL REBAR 36"oc. SIN J%18" ANCHOR BOLTS MAX. 32" oc #5 VERTICAL REBAR 4'-0"oc. 2x4 KEY WAY :SEAL: DATE: 24" x 10" CONCRETE FOOTING MAY 05, 2022 BASEMENT M #5 VERTICAL REBAR 4'-O"oc. STEP FOOTINGS 3'-0" BELOW FINAL GRADE. (TYP.) PROJECT N0: i 10" P. C. FOUNDATION WALL I I I I AS NECESSARY WITH (4)#5 REBAR L.W. AND #5 / 1128-2022 ~°s REBAR S.W, AT 2'oc. jE OF CROSS SECTION I r� ,�P ryF� DRAWN BY: (2)#5 HORIZONTAL REBAR 36"oc. � ���� J C � 4" PC SLAB I %� f CHECKED BY: 3'-0 4" CROSS SECTION H '-® SHLEI NUMBER: 07 :� 2x4 KEY WAY .z J - r tw ,t 4" PC SLAB - 24" x 10" CONCRETE FOOTING —"� 0 684 ��\� A302 v 3'-0" BELOW FINAL GRADE. (TYP.) GOLF PIT WITH (4)#5 REBAR L.W. AND #5 © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization 1 REBAR S.W. AT 2'oc. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building DOB NUMBLk: OF i WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such q KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ;�!�� �i: ,;,.�r✓�//,' % '%%-,/� �;�.-,.jam/ ;,.;: „r �. 2 1/4" AZEK SOLID CROWN 2 I/4" AZEK SOLID CROWN RAKE MOLDING KEHL DESIGN ASSOCIATES I.t.0 residential & commercial design • consulting I x 8 AZEK RAKE BOARD I x 8 AZEK RAKE BOARD I X 4 AZEK FLY RAFTER SOFFIT l Box 1675 phone: �631�433-9084 2 1/4" AZEK SOLID CROWN Southold,New York 11971 E-Mail: ssbn6S4@opton line,net 2 1/4" AZEK SOLID CROWN FRIEZE MOLDING x 8 AZEK FASCIA BOARD Kehl Design Associotes,LLC®formerly D A K Associates,LLC � /l/l,/�i//'%" /y/i//////rs j7`/,n /,-,_.Jr�iy/„ion. . ..., 7_1 I X 6 AZEK FRIEZE BOARD I X 4 AZEK FRIEZE BOARD OWNERSHIP & USE OF DOCUMENTS: 5/4 X 3 SPRUCE PACKING These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 2 1/4" AZEK SOLID CROWN FRIEZE LLC. No part thereof shall be copied, disclosed MOLDING RETURN to others or used in connection with any work I X 6 AZEK FRIEZE BOARD or project other than for which they have been I X 8 AZEK RAKE BOARD 2 I/4" AZEK SOLID CROWN prepared without written consent. 2 I/4' AZEK SOLID CROWN I x 6 AZEK FRIEZE (BOARD SHED DORMER FLY RAFTER DETAIL CORNICE DETAIL— SHED DORMER FASCIA DETAIL f— (2)-2 X 6 TOP PLATE WHITE PVC COATED ALUMINUM DRIP CAP WHITE PVC COATED ALUMINUM DRIP CAP (2)-Ii" x 92" LVL HEADER :WORK NOTES: 2 X 6 SHOE UNDER HEADER , `_— 2-I/4" AZEK SOLID CROWN I HEAD MOLDING AND RETURN I— p 6 2 2 5/4 X 4 AZEK HEAD PIECE 2 5/4 X 6 PINE HEAD PIECE w 6 6 2 6 co Z 6 4 F w 5/4 X 4 AZEK CASING s 5/4 X 4 AZEK CASING w = I � O LU c 3 # w O Z I 0 Z 2 X6 - 16" OC. ( STUD ) 3 0 w F- x w i INTERIOR / 'EXTERIOR CORNER FRAMING DETAIL WINDOW CASING DETAIL = 2X4SHOE :b WINDOW AND DOOR HEADER DETAIL PROJECT: I X 6 #2 VJ CEDAR ( SIDING ) I 2 X 4 CCA HORIZONTAL MEMBERS A H T INV- I X 6 #2 VJ CEDAR ( SIDING ) IX 4 VJ #2 CEDAR CROSS MEMBER IX 4 VJ #2 CEDAR CROSS MEMBER CORNER OF I X 6 #2 VJ CEDAR ( SIDING ) 1 3�"�i� 3'— 232" /HOUSE WALL HOUSE WALL NORTH SEA DRIVE �/ - AND GREENWAY WEST —ICU -�l(lJ 2 X 4 - 12" OC. (FJ.) (2) 2 X 4 CCA GIRDER ; .? SEAT GRADE ORIENT, NY M 5/4 X 6 STK CEDAR ® 4 X 4 CCA POSTS SCTM#1000-15-01-25 rx 4 X 4 CCA POST -10' X 10" CONIC. \ IX 4 VJ #2 CEDAR STILES AND RAILS Z! ;DRAWING TITLE: \4 X 4 CCA POSTS 2'-0" X 6-0" CEDAR .f 2'-0"X 6'-0" PRE FORMED FOOTING IX 4 VJ #2 CEDAR STILES AND RAILS TRIM DETAILS ON 10" X 10" CONC. FTG. DOUBLE DOOR CEDAR DOOR AM D ROWER FLOOR FRAMING PLAN SHOWER FLOOR PLAN SHOWER WALL SECTION CEDAR DOOR PLAN Y OUTDOOR SHOWER DETAILS SHOWER FLOOR DIMENSIONS S CEDAR DOOR PROFILE 4SET: ISSUED FOR: DATE: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE Of NEW YORK STATE R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE ALL HEADERS ARE TO BE SEAL: DATE: CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROVIDE HURRICANE STRAPPING (2)1Y/a'X 9Y2" LVL UI,LESS MAY 0 , 2022 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS IN ACCORDANCE WITH THE OTHERWISE NOTED PROJECT NO: PRESCRIBED BY THIS CODE. THE CONS-RUCTION OF THE BUILDINGS AND STRUCTURES 2020 RESIDENTIAL CODE OF NEW 1128-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM NEW YORK STATE (.�� DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE NOTE: PROVIDE FIRE BREAKS CO/yQ� TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING AS PER ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ALL HEADERS ARE TO BE THE 2020 PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF (2)1 4"X 9Y2"LVL UNLESS RESIDENTIAL CODE OF Q}IECKED BY: THIS SECTION. OTHERWISE NOTED NEW YORK STATE ), �.._, -,HLLI NUMBER: R301.1.1 ALTERNATE PROVISIONS I AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING NOTE: PROVIDE FIRE BREAKS I STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND AS PER 1%3 0 3 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF RESIDENTIAL CODE OF C COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE NEW YORK STATE. NEW YORK STATE O Acceptance of these drawings does not authorize the right to build without the authorization DOB NUM6Lk: OF PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) F 2 X 6 - 16" OC. ( STUDS ff 3 X 8 PINE FASCIA BOARD — /' r 2 X 6 SHOE KEHL DESIGN ASSOCIATES PROVIDE HURRICANE STRAPPING WHITE PVC ALUMINUM DRIP CAP 1/2" CDX residential & commercial design " consuiting IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ( PACKING ON TOP NEW YORK STATE 5/4 X 6 PINE SKIRT BOARD OF (2) 2 X 8 HDR.) I X 2 PINE SOFFIT BOARD P0.Box 1675 phone: �631)433 9084 TJ1230 x 9-I/2" - RIM JOIST BOX BEAM ALL HEADERS ARE TO BE L Southold,New York 11971 E-Mail: ssbn654@optonlme.net (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED 2 X 4 FRAMING TO PACK OUT GIRDER I' SCREENED SOFFIT VENT 7/T K hl Design Associates,LLC o forme yy D AAssociotes.LLC„ / ,./. NOTE: PROVIDE FIRE BREAKSAil 5/4 X 3 SPRUCE I X 6 PINE SOFFIT BOARD (3) I-3/4' X 9-I/2" LVL FRIEZE BOARD PACKING GIRDER OWNERSHIP & USE OF DOCUMENTS: A, PER ( ) These drawings and specifications including the THE 2020 2-1/4" SOLID CROWN ideas, design and arrangements represented RESIDENTIAL CODE OF therein, are the property of D.A.K. ASSOCIATES, NEW YORK STATE — 3/4" CDX ( GIRDER SUB-SOFFIT ) LLC. No part thereof shall be copied, disclosed to others or used in connection with any work I X 6 PINE FRIEZE BOARD or project other than for which they have been prepared without written consent. (2) PCS I X 8 PINE ( GIRDER SOFFIT ) 3/8" WALL LATH ( HDR. PACKING) FRONT PORCH GIRDER DETAIL_ SHED DORMER HEADER AND SOFFIT DETAIL ARCHITECTURAL ROOF SHINGLE WORK NOTES: (1)-3/8" CARRIAGE BOLT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ICE & WATER SHEILD 2 X 6 - 16" OC. ( STUDS ) ALL HEADERS ARE TO BE a (2)13/"X 9%" LVL UNLESS ' CDX ROOF SHEATHING OTHERWSE NOTED 2 X 8 -16" C.J. p NOTE: PROVIDE FIRE BREAKS 2 X 6 SHOE �. AS PER 2 X 10 -16" RAFTERS THE 2020 RESIDENTIAL CODE OF 4" CDX SUBFLOOR R-30 INSULATION / \ NEW PORK STATE TJ1230 x 9-1/2" - 12" OC T SEE SHED ROOF DORMER \ I I ( SOFFIT DETAIL ) 1/2" CDX SUB-SOFFIT / I 3/8" BEADED WAINSCOT S MUCATE (4x8 SHEETS) / r SEE PORCH GIRDER DETAIL \ $PROJECT: / R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE \ / R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE .. D CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, 111 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ulm ® Em THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE I D 12" HB8,G PERMACAST COLUMNS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ( SMOOTH ) ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ± PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NORTH OF THIS SECTION. NORTH SEA DRIVE R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING AND GREENWAY VEST (2) 2 X 8 CCA FLUSH uIRDER 5/4 X6 STK CEDAR DECKING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ORIENT NY WITH 2 X 2 CCA LEDGER THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF SCTM#1000-15-01-25 CDX SUBFLOOR NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DRAWING TITLE: TJ1560 x II-7/8" - 16" DC 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD 5/8" X 18' ANCHOR BOLTS 2 X 6 CCA-16" OC. FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) FRAMING AND (MAX. 32' OC. GRADE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ) TRIM DETAILS 2 X 6 CCA SILL 5/8' X 18' ANCHOR BOLTS (3) 2X8 CCA FLUSH GIRDER SET: ISSUED FOR: DATE: (MAX. 32' OC. ) WITH 2 X 2 CCA LEDGER f SOLID BLOCKING BENEATH ALL (2) 1-3/4." X 9-1/2" LVL HEADER 7/16" OSB. EXTERIOR SHEATHING COLUMNS 2 X 6- 16" OC. ( STUDS ) SEAL: DATE: MAY OS, 2022 2 X 6 SHOE 2 X 8 - 16' OC. RAFTERS " PROJECT NO: 1 128-2022 10" POURED CONCRETE FOUNDATION DRAWN BY: © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 0 OF i\IT` 'i� �---- CHECKED BY: 4" POURED CONCRETE SLAB PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ;ic�\ �- 1. IOA,A W/ VAPOR BARRIER AND AJS 10 x 9-1/2' - 16'oC WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF °, '6,;�� ? ,` I SHLLI NUME�ER: 6x6 / to/1a wwM. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE J 7' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3 0 24" X 12" CONCRETE FOOTING ( MIN. 3'-0" BELOW FINAL GRADE ) SHED DORMER FRAMING DETAIL Acceptance of these drawings does not authorize the right to build without the outhorizatI A'QD QN��4 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Doe NUMBER: of FRONT PORCH FRAMING DETAIL Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction, >a 12 2 X 6 CONSTRUCTED FLY RAFTER KEBL DESIGN ASSOCIAT ES, LLC residential & commercial design • consulting 2 1/4" SOLID CROWN RAKE MOLDING 10 I"VENT HOLES - 16" OC. P0,Box 1675 phone; (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654Qoptonline.net hl Desi n Associates,LLC a formerly D A K Associates.LLC X 8 I Ke PROVIDE HURRICANE STRAPPING g.,,,JTT!�//i�„^",/��;�„�,�/'®�''.=,.,�i/„>„��y IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF OWNERSHIP & USE OF DOCUMEMS: 2 1/4" SOLID CROWN NEW YORK, STATE These drawings and specifications including the ideas, design and arrangements represented ALL HEADERS ARE TO BE therein, are the property of D.A.K. ASSOCIATES, (2)13/"X 9%" LVL UNLESS I X 6 PINE RAKE BOARD LLC. No part thereof shall be copied, disclosed OTHERWISE NOTED to others or used in connection with any work or project other than for which they have been 2 X 3 SPRUCE BLOCKING prepared without written consent. NOTE: PROVIDE FIRE BREAKS I X 4 PINE SOFFIT BOARD AS PER THE 2020 RESIDENTIAL CODE OF X 8 PINE RAKE BOARD NEW YORK STATE I" SCREENED VENT 1*4 I X 6 PINE FLY RAFTER SOFFIT I X 8 PINE SOFFIT BOARD I X 6 PINE FLY RAFTER SOFFIT 2 1/4" SOLID CROWN I X 6 PINE FRIEZE BOARD 2 1/4' SOLID CROWN 5/4 X 3 SPRUCE PACKING WORK NOTES: 2 1/4" SOLID CROWN FRIEZE MOLDING I X 6 PINE FRIEZE BOARD MAIN HOUSE SOFFIT FRAMING DETAIL 5/4 X 3 SPRUCE PACKING I X 6 PINE FRIEZE BOARD ; MAIN HOUSE FLY RAFTER FRAMING DETAIL- 5/4 X 3 SPRUCE PACKING 12 10 2 1/4" SOLID CROWN 2 I/4' SOLID CROWN 2 1/4" SOLID CROWN FRIEZE MOLDING I X 8 PINE RAKE BOARD RETURN iPROJECT: 01 0�i. ' I X 8 PINE RAKE BOARD I X 6 PINE FRIEZE BOARD I X 8 PINE FASCIA BOARD R %2 1 D [H I X 8 PINE FASCIA BOARD CORNER OF 2 1/4" SOLID CROWN NORTH SEA DRIVE I AND GREENWAY WEST I X 6 PINE RAKE FRIEZE BOARD � —� ORIENT, NY SCTM#1 000-15-01-25 ® 2 1/4"SOLID CROWN DRAWING TITLE: I X 4 PINE SOFFIT BOARD I X 6 PINE FRIEZE BOARD LINE OF ANGLED RAKE RETURN I" SCREENED VENT TRIM DETAILS A ' X 8 PINE SOFFIT BOARD 'SET: ISSUED FOR: DATE: MAIN HOUSE FACIA DETAIL { 2 1/4" SOLID CROWN E2R ICANE STRAPPINGI X 6 PINE FRIEZE BOARD R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE MAIN HOUSE FLY RAFTER TRIM DETAIL NCE WI1H THER301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE NTIAL CODE OF CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, SEAL: DATE: iRK STATE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS MAY 05, 2022 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM PROJECT NO: ALL HEADEf;S ARE TO BE THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 1 128-2022 (2)13/,"X 9%" LVL UNLESS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING P�EO� �N\ DRAWN BY: OTHERWSE NOTED ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE S) to J. WOVEN CORNERS THIS SECTION. Ci �0, C CHECKED BY: NOTE PROVIDE FIRE BREAKS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �av AS PER WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE THE 2020 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION I THE FOLLOWING �j ! �k �DHLLI NUMBER: RESIDENTIAL CODE OF STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NEW YORK STATE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH }- THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF ,O 684 � A3 0 5 �o MAIN HOUSE CORNICE DETAIL NEW YORK STATE. F 10Na�-�` Acceptance of These drawings does not authorize the right to build without the authorization JOB NUMBER: OF AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. GENERAL NOTES: .,.,,..�._A 0 �., ... 0 R SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 0 T E SGeneral Notes: -- J. i C1 T a I I I . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTH �T OLD, NEW YORK, 2020 RESIDENTIAL CODE OF - - f7_L a�'., -LIT ._ LI J Wood: - 1 . All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch 2 or better. NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1 � - - - ,- GENERAL NOTES: # g # _. 2• FIRE SAFETY: z 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design o consulting PRACTICES. g 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. A � z A� I BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 E � : II%311a33 9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OFTHE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11 Aq E-Ma nline,net t 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. ) MINOP DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. f C t o formerly D A K Assnciates,LLC i Assocaes,LL SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design 3 4. a. All plywood shall be in accordance with the American Plywood Association (AAA) specifications. •.�._.,:i THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS, OWNERSHIP & USE OF DucoMEN I"S: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements representer! REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ,ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: ec:lon s OR DURING THE EXECUTION OF THE WORK. 8. Design values: copied, disclosed to others or used in ccnn with any work or project other than for whic�l�� � t 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. ` THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E th h = 1,600,000 PSI .� PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR ` 7• Fb - 825 PSI PLUPIBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. REV: THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 07-07-24 8• a. Laminated Veneer Lumber LVL ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ( ) ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI Fv = 285 PSI 9• Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, KEHL DESIGN ASSOCIATES, LLC. NOTE 10. - B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. t 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN QR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR AN` RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH d 1L CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. f THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORkMAN. THE USE OF THESE DRAWINGS r 1 ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT 6 SPECIAL SAFETY NOTES THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE x 14 . DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF r ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC, HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR s RESOLUTIOIN. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THEWORK NOFES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE F RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, s OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA E GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOV, DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. A„ LOAD SPEED (mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. IRUCTION 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 USE UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND GARAGE DOOR GLAZED OPENING P 1 2 1 2 E E1886 AS MODIFIED IN SECTION 301 T RESIDENTIAL CODE OF NEW PORK STATE 1 ASM . . . . . PROTECTION FOR WINDBORNE DEBRIS SHALL MEET TABLE R301.5 - MINIMUM UNIFOv1LY DISTRIBUTED LIVE LOADS, CERTIFIED Y A THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD (IN POUNDS PEI? t'SQUARE FOOT) OR ANSI/DASMA 115. DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. _ PROFESSIONAL � ._, OCCUPANCY OR' USE LIVE PR _>I_ .r•I, R_IVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) - - ENG11EE_-R SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION 310 OF THE2O20 RESIDENTIAL UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE �SIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT -- { USE OCCUPANCY CORRISI ON-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY f IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Vult IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTEN'NG SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1 ) OF THE 2020 } RESIDENTIAL CODE OF NEW YORK STATE. > TYPE GROUP FIRE ESCAPES 1 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200h FASTENER TYPE E PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL a S 4 FEET SPAN S 6 FEET SPAN S 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, S GUARD IN-FILL COMPONENTS h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, ,,'; 1D I GADS AND SEISMIC LOADS AS PRESCRIBED HEIGHT AND FIRE AREA so NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE r --- - - -- a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF s HEIGHT _ FIRE AREA PASSENGER VEHICLE GARAGES 50° INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. �ROJECI: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE A`�'ERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROCF SURFACI_ UNLIMITED AREA SLEEPING ROOMS 30 Y, INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 3 STORY 25'-SEAS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH g 20�o BUILDING cooE of NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE.STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4,448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTIONR,,�,MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vuit and a 45-foot mean roof height. Y TOTAL HEIGHT FROM RIDGE TO GRADE 29'-10" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) CORNER OF b. Fasteners shall be installed at opposing ends of the wood structural panel. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD a APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) NORTH SEA DRIVE c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into AND GREEN! A�' LEST LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame, Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT Two OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. where panel are attached to masonry or masonry stucco, they shall )e attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ORIENT, NY AI_L '10U ,F FRAMING I.+,ATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. __-__-- OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED y "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM#1000-15-01-25 ALL _X CECK FRAMIr•;G MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. -- c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLL: _ OR A Soo-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, THE GREATEST STRESSES. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSE✓ATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE OF NEW YORK STATE. s d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTE S AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: - 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" 3. The energy rating index (ERI) approach in Section R406 BASEMENT 2173 sq.ft. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED EX. BASEMENT NA so POUNDS AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: TO ACT CONCURRENTLY NTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPER-f OF iIC Ex FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRIIJGEMENTS Wl1L ii_ NEW FIRST FLOOR 2173 s ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN g q' THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW CONTRACTOL,S SHALL �P "U EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD F" -di_ NEW SECOND FLOOR 2568 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGcb,e R-VALUE R-VALUEt R-VALUE 6DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMOSIONS DUE TO INIe'IJ''9' rIR NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS P'C' ` LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20OR13+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, ATTIC HC,i i;E)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: UAiE: ATTIC HO'LSE b NA For SI: = 1 foot = 304.8 mm 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less MAY 05, 2022 l'NEW GAR:�GE 1010 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: it- -- - -- 9 ATTIC tT ,RAGE a NA NOT LESS THAN 30 INCHES R-value specified in the table. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED t 1128 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN OF l"�f jy DRAWN BY: u C. " 10 13 means R-10basement continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the UNDER FEDERAL COPYRIGHT LAW. v J.n C BDK '!SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. / y � Y. SUNR �Ml NA p DECK 682 sq.ft. 3 MEMBER REQUIRED DEINSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "1t5/19"erior omeansf the R 15 co continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the PLANS AY NOT BE REPRODUCED WITHOUT #y���� i �yvGN7 UHEC'K BY: ' interior of the basement wall. 15/19 shall be permitted to be met with R-13 cavity insulation on the interior of the •a: , BALCONY _ 96 sq.ft. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF uu basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous f ROOF TOP DECK NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE f�t.�HEEI NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation ct the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. COVERED FRONT PORCH 95 sc.ft. THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERL't CNTRA.NCE NA R-value for slabs, as indicated in the table. The slab edge insulation for hected slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 4 �V i POOL HOUSE CABANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab ACCESSORY STRUCTURE NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH of THE J PROOF OF PURCHASE. ��7�f P�� s CONCENTRATED LOADS APPLIED To THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without _ ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. DUB NUMBER: (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. the authorization of local governing agencies, SUCH OS Suffolk County Dept. (b) WITH STORAGE In. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. - plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to I. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction, © KEHL-DESIGN-ASSOCIATES, ur insulation is on the interior of the mass wall, SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE U A MINIMUM OF �%TWO % �/ f USE Ed NAILS THIS /j / MTS20 L_ TS20 %'' ' % _ DJUG-FIR LARCH 50. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON - SIDE OF CEILING JOIST fl, «I FASTENERS ALLOWABLE LOADS z LOAD /: L LATERAL WITH TDTAL FDUR MODEL GA UPLIFT UPLIFT (133/160) 8dx1�" CODE Bd NAILS ° AND ON SIDE OF RAFTER , �m L1V� N0. RAFTERS/ TO AVG TO ULT. NAILS REF. INTO TRUSS I ,!I,�} Ilan I 1 ip# i r „ I R. TE S/ PLATES STUDS :133 160 F Fz (133& STU gg ° .d �__ _�- I A TRUSS ) ( ) m= - SIMPSON F 1� - NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER t H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES --- KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting « H6 F16T_�8-8d 8-8d 3983 915 950 650 5. 44 DIMENSIONS FASTENERS ALL UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o o ART "x12 I (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Ed NAIL II o e e PO.Boz1675 MODEL GA z INTO °° ° °° e phone: I6311 433-9084 NO. AX. CLEAR ULT. LFTA LFTA REF. PLATES o m �° ° Southold,New York 11971 E-Mail: ssbn654@opt�n!iie.nef dJIDTHSPAN L OTY DIA 1 " 2° 2�" 3' 3�" 1�" 2' 2 3' 3} EIGHT SP4 •• � 1 I _ IN NAIL Kehl Design Associates,LLC o formerly D A K Associates,LLC LETA 16 241" 17" 38g1"16-10d — 4200 1205 1400 5, 44, 85 INTO STUD JWNERSHIP & USE OF DOCUMENTS: z DOUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS o0 These drawings and specifications including the r.1oDE L AVG 10d 10d x 1}" CODE C NO ULT. _ REF. LFTA TA L S T A 21 °° ideas, design and arrangements represented 7Od10d x 1}" (133 / 160) (133) (160) 00 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie cop , disclosed I PTS1E 16 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 '• HGA10 P ed to others or used in connection ° A1V with any work or project other than for which o ° DETAIL "1�" they have been prepared without written consent. x MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ARTJ"x12 0 1 LST20 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41 CNW- „ REV: COUPLER NUT DETAIL "Ell °° /STU 8 - 07-07-24 Douc-FIR-LARCH/ Equal number of `/ SIMPSON TYPE of DIREG ION So. PINE CODE specified nails in TAKE-UP WASHER I ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ NO. TION (100) (125) 160 each end Simpson Strong-Tie r G 515 645 670 CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 H DETAIL "H" 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ"x12 STUD DEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT z•3 AT HIGHEST ° AVG IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE REF. °°°o 2 N�`'' BASE BODY < ANCHOR BOLTS ULT. ALLOWABLE GA G/ s a LOAD DESIGN �° HB SB W H B SO CL DIA ' DESIGN THE WHEN RAISED OFF OTY DIA 14•' 2" 2�" 3' 3r 5r LOAD THE ILL PLAT o 0 0 f O { HD2A 16 12 4�" 2}" 21" 8" 2,$" �" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0,077 2, 43, 82 ° 0 Y f O i MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS t NO. L STUD PLATE ULT.AVG OF / SP CODE N ttg. (133)z (160) REF. e SP4 3 " 71" 6-10d x 14" 2917 735 885 7, 40, 127 9 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA FLOOR REF. o NO. W L NAILS 100 (133) (160) ° WORK NOTES: LS3A21 20 11" 21 1 -10d 905 1205 1 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA N0. y L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 5'- 8 LUS46 SIMPSON NOT FOR K1STA24 1E , •� 24 18-1Cd 102s 1370 1640 7, ao, 90 TAKE-UP WASHER TOTAL ALLOWABLE TENSION LOADS NAIL CODE r 6!CDEL L FASTENERS SPACING REF. HD2A NO END GA CUT LENGTH (TOTAL) z (LENGTH L (100) (133 / 160) °C• � ! OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tle C O N STRU CTI O J".K CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2 " 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES U�+C UNLESS OIMENSIONS FASTENERS ON• UG-FIR AR H PIN AL WABLE oA ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" ..- r1NO.oEL GA W H B HEADERS �olsTs AVG UPLIFT FLOOR 100 SNOW (115) ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES pC�er/ od 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. C E R I F I E D B i A LUS46 18 3?A" 41" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" NNW— R HUS21C-2 14 38"' 93 2 — COUPLER NUT PROFESSIONAL 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ART "x12 rj„ DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS STU 8 - MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE SIMPSON ENGINEER AVG (133/160) REF. TAKE-UP WASHER y N0. GA - - ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HG.A.10KT 14 4 SDSJ".1i " 4 SDSJ"x3" 1523 435 435 1165 940 1 USE A MINI!1UM IF SP4 ° TWO 8J NAILS THIS SIDE OF TRUSS _ a . COW S P 4 ' a /COUPLER NUT TOTAL FOUR /° m JSE A MINIMUM OF // PROJECT: 8d NAILS TWO 8d NAILS THIS x _ f INTO TRUSS SIDE OF TRuss. MTS16 MTS16 sIMPsoN STA�1 SIMPSON g" ANCHOR BOLTS TOTAL FOUR /• m o TAKE-UP WASHER — �F. 8d NILS L STA21 e "" " or-,HDPA Strong-Ti 3 INTO ATRUSS H U S 210 2 a - I R�, �+ E,-;; ' : .. I TWO0 F 1 °I CORNER OF EIGHT 8d° e� NAIL AIL I °° NORTH SEA DRIVE INTO INTO ° DETAIL "A" . F SiUD Simpson Strong Tie PLATES °Oo / AND GREENWAY NEST H7 EIGHT eN O AIL ® DETAIL "D" DETAIL "G" DETAIL "J" ORIENT, NY STUD Hi�pson Strong-Tie Simpson Strong—Tie T DETAIL "L" SCTM#1000-15-01-25 LEIA ROD SYSTEM DRAIJVING TITLE: F LFTA LFTA Ridge Strapping NOTE; DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 - -- - - ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 00 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS a V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. ? 3'• THROUGH ROOF 3"I THROUGH ROOF 3" ITH RO UGH ROOF 4" THROUGH ROOF 2-1 FLOOR V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG—TIE DETAILS '"ROOF V-0 DEEP POOL x 10 DIA. = 68.4 cu.ft, per vertical ft. 3•• 3•. - 3.. / ROOF DRAINAGE I 3„ ROOF AREA = 3573 sgfft � BATHROOM#2 k 3.. CALCULATIONS AND E LTP4 3'.2•. BMA nHROO BATHROOM#2 M 2.. 2.. 2" •. U = A x R x C PLUMBING RISER DIAGRAM E 1 ° A = 3573 sq/ft LTP41 st FLOOR 2 1 FLOOR 2"L 17 ft 2•• 2.. R = RAINFALL LTP4 �' C.O, 5 l 3' 3• 3" NEW C = COEFF. = 1.0 NOTES: ' 12 2 DE MASTER V = 3573 x 1 X •166667 = 596 G.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTI +7 ?HL '• DETAIL 111211 C" POWDER BATHROOM KITCHEN 3.. 3 2,. LAUNDRY ROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL E` ++ +� p g • ° 3 596 / 42.25 VERTICAL FT. / FT = 14 V.F. PROSECUTED DIMENSIONS AND BEHSOLEY RESPONSIBLEERFOR FIELD F Simpson Strong-Tie Tie 2' ROOM 3,. 2' 2• 2•• 3 4s, !, LTP4 DETAIL B F- to-to-floor ConnectionsGN ESSIONAL UE TO ' LTP4 Ridge FLOOR 2 2 2 _ 2 2 2 � FLOOR USE (4) 8' DIA. POOL 4-0 DEEP = 16 V.F. UNFORESEEN FFIELD CONDITIONS-AND ORS NO AADDITIONS BASED ILITY FOR IUPONOCOMMENTS ll)T' Sinpson Strong-Tie 3'• 3•' 3" 3• 3 OR FORMALLY ACKNOWLEDGED AS REVISION 10 THESE PLANS. door-to-Floor Connections 3.• 596 / 22.3 VERTICAL FT. / FT = 27 SEAL: DAIS: F.A. VENT USE (4) 6' DIA. POOL 7' DEEP = 28 U.F. MAY 05, 2022 GRADE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY G.o, G.0, G.O•, C.o. 4'�.0. PROJECT N0: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. G O 3' 3" 3"I 4" 4., of N14, 1128-2022 L 4 C SEWERAGE SYSTEM V TO SCWA APPROED '( / HOUSE POOLS TO BE PLACED ON OPPOSITE SIDE OF �P co O,Q DRAWN BY: N❑ SUBSTITUTIONS PLUMBING RISER DIAGRAM (NTS) TRAP HOUSE AND/OR LEADERS TO BE PIPED TO �' �o�'a ^- Hoa2� BDK Alt framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH * *E5� ♦ NECKED BY: --- untess otherwise indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 1i 7 L, No = b rove ustitutions are approved authorized, POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC pp or au orze ^>. - UHEEI NUMBER: s, Due to the relationships of framing hardware to R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). 4 LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A 051�$4 ti the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES Opp hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2 null and void, and Will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. asc_-u)minQ responsibility for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE I HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) BE DIVERTED TO EACH POOL. © KEHL•DESIGN°ASSOCIATES, 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 2 6 3'—8' ' --------- ol 1-613, 3. 1_613� 6'-4' 1-10 14'-1 4'-3# —2()'-4" I_ ULI 2 ------------—---7 16 2 LILI��_D 1 3,, o, ;.-e 73 1—92 —74 2 7LLI i 3# 6 —13'-41" 16' 6 16 ILL- K DESIGN ASSOCIATES, LLC EHL residential & commercial cl,�sign a consulting 8'—4 10 _ 1, 8 A4' -72 16 PO.BOX 1075 phone: (631 1 433-9084 _9'-6 16 ,-015., 1 8' 6 8-, 6 1- 2 2 Southold,New York 11971 E-Mail: ssbn654@optonline net 2 2 Kehl Design Associates,LLC 0 tormerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: D These, drawings and specifications including the (2) 2.12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) 2xl? GIRDER (ACO) U' (2) 2x12 GIRDER (ACQ) ideals, design and arrangements represented thereiin, are the property of D.A.K, ASSOCIATES, LLC. INo part thereof shall be copied, disclosed Ln % p to others or used in connection with any work E 4" x 4" CCA POST or project other than for which they have been _c',_Ln ON< prepared without written consent. C) U Cn 1 DIA SONA TUBE C F__ < COCRETE FOOTING 0 Ll� U 2 x 1,0 00 U�r)(MIN. 6" LOW FINAL GRADE, REV: __3 Ln v. BEAR ON U DISTURBED SOIL) j co # 07-07-24 0. Co y �,D CD CD 05 1 < — I ,D 7 u 7) k5\- —3'-7 -- 1 LU CD Z F C-1 CD '(0 G t BEAM P /_j 4 --*AM POCKET C) 001cj X C:) Ln 1 7 L 01i IJ (2 ��'v I " Conc. Slab on (2) 2x12 GIRDER (ACQ) (6) x 6 8" Conc. Piers CN n Min. 3'-0" Below LVL GIRDER Ln ED < 1L/2" 2x12 ACQ HOUSE BEAM rain to Final Grade U-) x <(A 2X1 0 C14 Conned o ry 0 t CD 0 /\0 E_� 5 '6- JOIST H NGERS M 00 FURNACE AREA 0 k \ PROVIDE: MIN, OFIII CD <4 0 t 100 SF. 5/8" H I "re, CYN11- — — — — — — — — — — — — — — — — — — — — — el 0 FIRE-RATED F T x _x SHEETROCK - - - - - - - - - cl� I**,2 12 USE - M m - 12 ACQ HOUSE BE ABOVE FURNACE r--FURNACE AREA 2x12 ACQ HOUSE Cu - - - - - - - - - - - - w 2X10 JOIST HANG-RS I BEAM POCKET w/ 2XIO JOIST HANSERS _ _ T- - - - - - - - - BEAM POCKET FL - - -- - - - - - - - - - - - 00 -1 -,— - �1 DROPPED FOUNDATION F—, I — —_ —1R — — — — - --= -4— -- CD (2) 1-3 4" x 9-1/2" (2) 1-3 x 9=1/2" �(3) 1- /�" x 9- /2" CDFOR 3068 DOORLVL GIRDER LVL GIRDER LVL GIRDER NOTE: DROPPED FOUNDATION U) \t DENOTES PLUMBING W - - - - - - - - - - - - - - - -- - - BEAM POCKET L __j BEAM POCKET -F- I_= FOR 10'x8' GARAGE DOOR WORK N(OiES: f Li CD 16'-4" 8-'-8 -9 8 L-3'--8' -SET 0'-5' 4'-1 l — ABOVE. OFF PROVIDE WINDOW WELL U� Z 0 LLJ (01"T t -0 FLOOR JOISTS AS LL CD REQUIRED FOR > - - - - - - - - - - - - - - - ----- - - - - FOR EGRESS AS PER Lj O� Lj I- _j NYS. CODE U M Lali C�1Z - WASTE LINE 0 4" BOX TUBE STEEL COLUMN _j 0 1 > U ON -- -- -- -- - - - - - - - - - - - - -- < IN < 10" P.C. FOPINDATION ON - (-�Ico 2'-0" x 2'-0" x 1'-0" 4" BOX TUBE STEEL COLUMN Co 0 r- ON H M 16" X10" CONC. FOOTING CONIC. FTG. (TYP.) r LD x 8" CONCRETE WALL-----\ -0 C) -ICU MIN. 3' 3ELOW FINAL 0 F7 x 7y)I00 0i bi GRADE C GOLF PIT 0 -3, >��: 7­1 00 0 cc 4" P.C. SLAB co 12 L < Uj I BASEMENT BASEMENT < I ,D CD M Z (n"l-4" P.C. SLAB F 4" P.C. SLAB '00 00 XO Uj TOP OF SLAB TO BE --KN I :2o QD Do '�I' I ',q 0:17 Ld I x r__ N 21" LOWER THAN THE TOP OF SLAB TO BE r- 7 V) - 0 21" LOWER THAN THE I < (,a 4- BASEMENT FLOOR B m M I B > BASEMENT FLOOR L0 SLAB x 01 (aj x co x Cn co cn 5� 4 SIT, o l­-4 18 1� Li I (-a M100 01 U-1 0 _0 (0 LLJ 6" P.C. SLAB WITH Ln 'T U U) Cf) LIS# 11 PROVIDE WINDOW WELL U-1 Z 0 UI 1-- 'Co in _j _j VAPOR BARRIER AND Li x all > > F-- Cn C;I GOLF PIT 00 `1_ C� - __j _j 6x6 10/10 WWM FOR EGRESS AS PER rt� I I LLJ U-1 M CD NYS. CODE Z t C:) U a- 0 1 31 �Icc 11M LLJ -0 9'-4 1/-4 cn u :5 4 4 I-_ < Lij L TUBE 0 0 1 ,-1-3' Cn ON —7 'I - 4 4 00 1 1 -BEAM POCKET _T 0 4" BOX TU STEEL COLUMN �7' 4 I_C)A�. C)3, .3'-6" x 3'-6" x 1'-0" CONIC. FTG. (TYP.) a_f :J F -1 F F (SEE DETAIL) 1 14 4" 1 �V31 _x 9-1 E� _Cj��3_4" x 9&1!/2" (4) 1 3 x 9-1/" -3/4" x 9-1/2" --E3— - L j VIL GIRDE�� I /4� _ __El_ _ + 4)_L_ — - N E3 GIRDER LVL GIRDER LVL GIRDER I 0 LVL GIRDER _L4)_L-L4" x x_9-JZ2,� BEAM POCKET LVL GIRDER "L - __1 L T L Cn 00 Ld U) PROJECT:, FOR EGRESS AS PER Cn Z 0 U-)Ioo U_)ICo co >_0� < PFOVIDE WINDOW WELL 00 Do L� _j > 0 V) ,D GARAGE NYS. CODE CK I F- 0 V) V) c2 C n Z 0 x (10 V) CD L'j x 0 0 x 0 0 ,�F-J, D D F- U L' PROVIDE UNOBSTRUCTED 0 0 U) :�i -:7 0 < (a Cn 0 M OPENING TO BASEMENT FOR 1 0 0 r')I < 5� > �5 HVAC RETURN x 0 1 F- _j U-) 00 5�111 > PJ E 00 _j 00 0 r- r- SHOWER AIR CONDITIONER 10III --DR-- - - - - CONDENSER UNITS F — — — — — — DROPPED FOUNDATION DROPPED FOUNDATION I I SH )WER M 12080 GARAGE DOOR FOR 12080 GARAGE DOOR C DR�IN x LOCATION. x CD x FOR U CORNER OF 01 —12'-7 9 0 18-81, 13'-33 30:1 NORTH SEA DRIVE CD L0 00 U-) 00 _j 10 4' co 2 4 �I 011 Lr)I00 U_)I0OQ31 AND GREENWAY WEST cn 'T F- - - - - - - - - - - - - - - - - - - - - - - cn 010 �5 BASEMENT I - Uj x 4" xi M ORIENT, NY P.C. SLAB 10" P.C. FOUNDATION ON Z > R PFOVIDIL WINDOW WELL x U-) WZ0 4" P.C. SLAB G SCTM#1000-15-01-25 V) L_ Li 24" x 11" CONC, FOOTIN 0 M FCR EGRESS AS PER L'j MIN, 3'-0" BELOW FINAL ICU - - - - - - - - LLJ Lj JACUZZI OId N�S. CODE UM OL 0 0 -UP 5 R T GRADE Cli 12'- U) U T CU < Li L - - - --- - - BLAM_EOQU "I - - - - - - Cq I DRAWING TITLE: I �� -1 1 OTE: U) IN 0 0 Ld DRAIN .4� -B F-A M_RD CKE I IL DENOTES PLUMBING C) 4 ABOVE. OFFSET PROVIL[ HURRICANE STRAP L - - - - - - - - - - - - - - - - - Z PROVIDE HURRICANE STRAPPING STRAPPING - -1 F — —1 F —1 F — — — — — — — — — — — — — — — — — — FLOOR JOISTS AS IN ACCORDANCE WITH THE FOUNDATION PLAN IN ACCORDANCE WITH THE PROVIDE WINDOW WELL REQUIRED FOR 0 2020 RESIDENTIAL CODE CF NOTE: }ANCHOR FOR EGRESS AS PER WASTE LINE 2020 RESIDENTIAL CODE OF NEW YORK STATE DENOTES PLUMBING DOLTS < NEW YORK STATE j F 1 0 1 1 1 - I NYS. CODE ABOVE. OFFSET 1W a, U CD FLOOR JOISTS AS x SET: ISSUIED FOR: DATE: ALL HEADERS ARE TO BE REQUIRED FOR ALL HEADERS ARE TO BE (2)1%"X 9Y2" LVL UNLESS WASTE LINE (2)l%'X 9Y2" LVL UNLESS OTHERWISE OTHERWISE NOTED NOTED L j L J j L ANCHOR NOTE: (3) 2x8 GIRDER CCA BOLTS NOTE. PROVIDE FIRE BREAKS NOTE PROVIDE FIDE BREAKS 2x2 LEDGER CCA HEIGHT OF FRONT PORCH AS PER AS PER FOUNDATION PIERS ARE TO THE 2020 THE 2020 BE 7-1/2" LOWER THAN (2) 2x8 GIRDER - CCA RESIDENTIAL CODE OF HOUSE FOUNDATION 2x2 LEDGER CCA RESIDENTIAL CODE OF SEAL: L)A I E: NEW YORK STATE NEW YORK STATE MAY 05, 2022 PROJECT NO: 1128-2022 yQ DRAWN BY: A NEW CON BDK 0,-87, CHECKED BY: 13'-10' 'L�'-3 'L3'-4 14'-G' 8 f_6 SHEET NUMBER: 15' V'01 1-6# 6'-4' 4'-4#A-3' 6-3'-8 2' fi o�,� A 0010 1 "ROFE FOUNDATION PLAN DUB NUMBER: 01 NOTE: COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization 1) ALL HEADERS TO BE (2)13"x 9"' LVL HEADERS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 4 2 PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF __J BENEATH ALL BEARING POINTS. Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such REFER TO MANUFACTURERS 2) PROVIDE (2)1 1,,X,17" LVL JOISTS BENEATH ALL KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ogencies prior to construction. SPECIFICATIONS FOR BLOCKING 4 8 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AT JOIST WEB. WALL RUNNING PARALLEL ABOVE 0 6"-> Ln 3 IS'IAM 100 DROPPED F- Opp FOR 306 R INA C I AIR A BEAM POCKET— I F j l3l 16'-4 -3ff --2'- -5'-613, 7' 103l 4'-1' 14' 71 _29`41' 2 16 16 2 LIM Li,_ 7 —13'-42 61 31, 1 3 , 3 9 6 /--2 '-74 4 KEHL DESIGN ASSOCIATES I LL( residenticl & commercial design o consulting 11-1 V-7 1 '-72 8 8 16 PO.Box 1675 phone: 631 433-9084 0 L5 -61' 91-6 #-7 8 6 8' e'-61# 0 lY 1) Southold,New York 11971 E-Mail: ssbrI650-coptonline net 8 16 2 2 2 Kehl Design Associates,LLC 0 formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 7, D 3/4" Plywood These drawings and specifications including the (2) 2A2 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) x12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) ideas;, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES LLC. No part thereof shall be copied, disclosed to others or used in connection with any work x 4" CCA POST or project other than for which they have been < prepared without written consent. ON 1'-0" DIA SONA TUBE C) 0 C < CONCRETE FOOTING DBIL 2 x 10 X (MIN. 36" BELOW FINAL GRADE, REV: 00 M 1D y BEAR ON UNDISTURBED SOIL) 07-07-24 M CD (Z�-2'-8 05 < - 1 11 ,D 7 LULJ Ld CD C)C) (0 I Tonk - T 7 S X c ID X 0 in C\J Conc. Sla Piers b on 00 (2) 2.12 GIRDER (ACQ) X Min. 3'-0" Below -IRJ LO 2x12 ACQ HOUSE BEAM Drain to Final Final Grade I Ire LJ M (�J�D wl 2X10 JOIST HANGERS X On-De an 1J_` V 71 0 -5 3l­ CD t wat M Ln Ho ctric Htr. U anel Ln C) ID y Ln < H 7 Ci C) -0 ctric — — — — — — — — — — — — C)LL, _F X onel C\1 2x12 ACQ HOUSE BEAM 2x12 ACQ HOUSE B AM - - - - - - - - - - - - [W/ 2X10 JOIST HANGERS nsfer M 10'x8' Overhead Door wl 2XI0 JOIST HAN3ERS witch F 7 U) Propcne Line Propcne Line U) — = 'WORK NOTES: cn Li CD 2868 -IN -Mr -IN PROVIDE WINDOW WELL Cn Z 0 L� Ji n FOR EGRESS AS PER LLJ Q� I_ C/ M UJ W Z NYS. CODE U a- 0 Li 0 0 1: U) U - ,J < U-) < M UP, UJ > 00 GOLF PIT 2'/ 12 ! 1#1 1// < 3 LJ 2 C) Frame Wall with 1�" XO TOP OF SLAB TO BE Co overhang post Face Ld 21" LOWER THAN THE of Slab 2 BASEMENT FLOOR SLAB C r) V) LLJ Cn 2 6" P.C. SLAB WITH >- VAPOR BARRIER AND PROVIDE WINDOW WELL Z 0 Y) LLJ GOLF PIT L, 6x6 10/10 WWM FOR EGRESS AS PER UJ NYS. CODE M RECREATION ROOM 0 0 Cn U (n LLJ 514 < cn zzz�z 2 of < C) M F- 01 C�j in al Cf) (0 00 PROJECT: PROVIDE WINDOW WELL C14 J Z 0 CD FOR EGRESS AS PER U) bi M Ld 2 U Q_C)LLJ NYS. CODE LJ GARAGE L�j 3'-1' iv 0 0 :E U)U < cn < 1-3 E %7311 E '[4 2 r 2868 AIR CONDITIONER CONDENSER UNITS /7-7-7-77777 3 CORNER OF C LOCATION. 4 0 NORTH SEA DRIVE 4 WET 4N BATHROOM 1 2x 8' Q_v_e r h e�d D cLo-r— — — QD — — —1-Zx-a: Lv�rh_ead AND GREENVVAY WEST cn 00 T_ BAR i, ill — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 2 ORIENT, NY PROVIDE WINDOW WELL Z 0 0 a- Li cri Verify Wall Thickness SCTM#1000-15-01-25 FOR EGRESS AS PER �i LJ UP with Stair Width and Vent NYS. CODE 0 M LOJ 0 LZ -IN,J Layout 3" N l'-6# DRAWING 0 V)U G TITLE: M F- UJ < co 20 ZIN < M C) 0 CLI 0 PROVIDE HURRICANE STRAPPING PROVIDE HURRICANE STRAPPING -INN r- i Ln -IN IN ACCORDANCE WITH THE FOUNDATION PLAN IN ACCORDANCE TH THE 2020 RESIDEIITIAL CODE OF 2020 RESIDENTIAL CODE OF NEW YORK STATE NEW YORK STATE ALL HEADERS ARE TO BE SET: ISSUED FOR: L)A I L: ALL HEADERS ARE TO BE (2)I%"X 9Y2` LVL UNLESS (2)1?<'i"X 9,112" LVL UNLESS OTHERWISE NOTED L___J OTHFIRNSE NOTED NOTE. PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 THE 2020 RESIDENTIAL CODE OF RESIDENTIAL CODE OF NEW YORK STATE NEW YORK STATE SEAL: DATE: MAY 05, 2022 PROJECT NO: i3F NEW 1128-2022 /0 C 041, DRAWN BY: ;0 B D K 4 CHECKED BY:- 3'-10' 3'-35 IE; 7. B '-6ff 8 r # SHLEf NUMBEN: e-3' 71e 6'-4# 114'-4l e'-6' 15' 6-3'-8' 2' SS1 A10 BASEMENT FINISHED PLAN NOTE: @ COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBLR: UF 1) ALL HEADERS TO BE (2)13% 9�" I HEADERS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 4 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such BENEATH ALL BEARING POINTS. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. REFER TO MANUFACTURERS 2) PROVIDE (2)143"X117" LVL JOISTS BENEATH ALL 8 SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AT JOIST WEB. M A U-) 8# <11 A'F R AM - 63'-8" 32 %i 5'-616" 7'-10g" 5'-616" 14'-1" 14'-3" -72" 13'-42" 16' 11'-05" 5'-33„ 2'-74" -92" -74" 4'-42" 5'-10" 4'-02" LI1_ I 1 ! ', 8 3'-1116" 3'-1116 3'-44" 3'_44" 01 KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting 11'-1g" 7'-118 4'-7R; '-72" 29'-42" P0,Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-M61: ssbn650 optonline.nef Kehl Design Associates,LLC 0 formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the FIRST FLOOR WINDOWS 9 P ideas, design and arran ements represented ARE TO BE SET therein, are the property of D.A.K. ASSOCIATES, AT 6'-11" AFF E G P LLC. No part thereof shall be copied, disclosed to others or used ip connection with any work or project other than for which they have been 3 -7" prepared without written consent. III C NOTE: DECK TOP OF DECKING IS TO BE A x, �� ;D 88 PROVIDE \JI �1p\ #2 CEDAR DECKING REV: I MAXIMUM OF 16" ABOVE FINAL �2 �ti OUTSIDE `1 1 07-07-24 GRADE. �� nj� N AIR INTAKE p„ ( ) 1-3/4" x 9-1/2" LVL HE-AE ER /J�\ S TO BECCA SET 0 FT 2662 2662 FRAMING DIMENSION BY 1 2' DUE TO O_ +C' +9\ � 6O�C`o /�/� 3" SM ��\ HOUSE SHEATHING �� LJ L3'-6" !� /O� �� (2) 1-3/4 x 9-1/2" LVL 16 �� I I 1 l`o �Icv 6d>` 2880 U40 ' PROVIDE FLUSH HEARTH tiF a �' 10 x8 Overhead Door 9 T C �, VERIFY WITH OWNER I T ( ) 1- a" x 9-1 2" LVL `D •'Iru z FWG 6080 ( ) N , 4'-41" eIN r.� (3) 1-3/4" x 11-7/8" LVL I 51 n co 0 11 -2" 2 U 40 AW251 v In 1 D r, 2 1-3 4" x 9-1 2' LVL � TJI560 x 117" © 12'oc. z FLUSH HEADER "' 3 1-3 4" x 16" LVL FLUSH BEAM = o (2) 1-3/4" x 9-1/2" LVL (2)1 _(2)1 "x9�" L dr, x92 LVL dr. 52" 10'-6" Above Subfloor �Iv -+IN = 1 1 o M J 7 -7" Top Plate of Garage Wall to be 61" L wer than the JACUZZI o 15'-10-" 5-" x I- WORK NOTES: 2 2 Q � Top Plate of the First Floor Walls (Mptch Second DRAIN o 00 w DINETTE AREA N BATH Floor Heights) II N x O w . ( TJ1560 x 16" - 12 oc I v i GREAT ROOM Q NOTE: 111 a_ j Q 1 In I CEILING JOISTS N Lnh o j NOTE: i rn w 52" DENOTES PLUMBING to w „o - PROVIDE CATS IN WALLS x = 0 ABOVE. OFFSET ( I SHOWER H rn I ® 36 54", 96" AFF AJS 10 k 9'-1/2" - 16 oC 9'-1-1/8" N °•° O FOR ALL UPPER AND O =cr) IN FLOOR JOISTS AS — — — — — — — — — — — - DRAIN CEILING JOISTS � 7„ w =S _10J LOWER CABINETS. REQUIRED FOR a I- TJ1560 x 11 @ 12"oc. o � x @� ro J WASTE LINE _J ° 10'-6" Above Subfloor w �w I a PROVIDE 2x4 SOFFIT FOR a I L` N N O = p UPPER CABINETS - VERIFY a cn cj \ �I� 00 \w °0 MASTER BEDROOM I z � N O) FABRICATION.FINAL PRIOR TO N p N ao e o N Q 285 SgFt J M W N W _I Z. I J �j CD _x = 32" 51 B I i M_J \o I I (3) 1-3/4" x 16" LVL FLUSH BEAM r') --I x O � X . o TJ1560 x 11 " © 12"oc. c~it MUD [ROOM 10'-6" Above Subfloor 1" o o O TJ1560 x 16" — 12 00 = N 5� 52 N N S/D CEILING JOISTS � O 1 KITCHEN O : (3) -3/4" x 11-798 LVL Flush Beam t- 2 _31" �" : 00 N N x = — 1 '� 2 22 CAR GARAGE x r 20'-3 r:� ' 9 7" 3'- — N 2 3'-82" 10'-8" 1 8� 32" Top Plate of Garage Wall to be 61" Lower than the N 51 S/D Top Plate of the First Floor Walls (Match Second 11-7 8" LVL HEADE �" 00 o — — — — m o o Floor Heights) U -152'' '"IN 31" — (3) 1-3/4" x 11-7/8" LVL HEADER O — ICU =L ICU -IN co N Z _31-, (2) 1-3/4" x 9-1/2" LVL eoder Height O M (3) 1-3/4" x 16" LVL FLUSH BEAM 2 FLUSH HEADER to Match Exterior Doors 00 p (2) 1-3/4" x 9-1/2" -3T 1� Hr fire R ted rICO 10" DIA. HB&G LVL HDR. J 00 i i PROVIDE UNOBSTRUCTED 2 6 Steel Doo nd WI CLOSET PERMACAST COLUMNS a „ j (SMOOTH) O OPENING TO BASEMENT FOR I 00 1 O S/D O I S/D zoo HVAC RETURN DIN co Assembly it cli 00 00 Self-closing inges (3) 1-3/4" x 16" LVL FLUSH BEAM N -IN LJ SIN -IN _ _ PROJECT: 5068 DBL DOOR � � — — — — — — — — — — — — — — — — — — — — — — — — — — — O DRAIN 2668 U40 POCKET DOOR LUM ING WALL r 1* p � ABOVE a0 Z b (2) 1-3/4" x 9-1/2" °, ( 2 1 f -IN 1 a J co Ln LVL HDR. SHOW R , 1 I 51�� o PLUMBING WALL 1 @ Q0 0� ODRAIN 14 -4" 5-" 2 AIR CONDITIONING 3'-12" 32" a o CL• o ABOVE TJISCEILING6J Isrs oo - UNIT LOCATION. 1" PLU NG oCO 00 j " N O 51" �I(11 i E 1 f D "" "``'o s/o LAUNDRYR' ^"-7 ,-52 1 - 0 c� o —' I c� in ROOM ' NOTE- z 1 I (3) 1-3/4" x 16" LVL FLUSH BEAM r) PROVIDE BLOCKING FOR FOYER I z cy�2' 1" N N JJ 5 " I I TOWEL BARS AND ACCESSORIES. MASTER BATH _ w DINING ROOM w (2) t-3/a" x s-1/2" LVL 2 ^ N vERIFY TOWEL BAR :�; TIL w w o Top Plate of Garage Wall to be 6 Lower than tt{e F- AND BATH ACCESSORY ,� O �w 162 SgEt I �!.`�' . 28310 28310 e Too Plate of the First Floor Walls (Match Secon� N CORNER OF LOCATIONS WITH OWNER. : " V r O IN ,3"SM (71� a � I � � 4'- - / «, � SIN x = .-� � (1J .--�1cu ( � -IN � Floor Heights) I x I UN NORTH SEA DRIVE x _ NOTE: O 3 1-3 4" x 11-7 8" LVL 3 1-3 4" x 11-7 8" LVL AND GREENWAY 1.�'�EST DENOTES PLUMBING a f I 12 x8 Overhead Door 12'x8 Overhead Door ABOVE. OFFSET �� r F' FLOOR JOISTS AS L M 3 U I -00 ORIENT NY REQUIRED FOR 00 1 I 31 14'-61" 51 SCTM#1000-15-01-25 12'-102" N R 2" 2 2� G WASTE LINE I N DRAWING TITLE: LE: 1-3 4" x 9-1/2" LVL (2)1J"x7j" LVL Hdr. )1j"x7j" LVL Hdr. (2)1j"x7j" LVL Hdr. 2 1-3 4' x 9-1/2" LVL NOTE: 3" SM A21 v N A21 v (2) 1-3/4" x 9-1/2" LVI_ z •IN A21 v V " 3" SM 3" SM 1(U DENOTES PLUMBING 2852 2852 �w" Temp. 5480 U40 DBL DOOR co I c�Ln w 2852 2852 2852 In ABOVE. OFFSET PROVE,[ HU',''ICANE IP,APFI'! x o OFFSET CEILING BEAMS IN FOYER •I• FIRST FLOOR o FLOOR JOISTS AS a TO PROVIDE CENTER LINE RECESSED a I'! ACCORDANCE WITH TILL = I' LIGHT (INTERIOR AND EXTERIOR) 'a= REQUIRED FOR F as in F WASTE LINE I PROVIDE HURRICANE STRAPPING 2'020 RL'IDEIiTIAL CODE OF 1 J BOX OUT PORCH HEADER TO COVER i J N ACCORDANCE WITH THE NEW PORK STATE THE TOP of THE COLUMNS. (VI r PROVIDE SOLID BLOCKING 2020 RESIDENTIAL CODE OF N L) 1-3/4" x 9-1122_' � 8" BENEATH ALL BEARING POINTS. NEW YORK STATE � LVL HEADER 1" I SET: ISSUED FOR: DATE: REFER TO MANUFACTURERS ALL LEADERS ARE TO BE A D E SPECIFICATIONS FOR BLOCKING (2)13/"X 9,12 LVL UNLESS ALL HEADERS ARE TO BE OTHERWISE NOTED 12" DIA. HB&G PERMACAST 12" DIA. HB&G PERMACAST AT JOIST WEB. COLUMNS (SMOOTH) COLUMNS (SMOOTH) (2)1 q"X 9%" LVI. UNLESS WOOD FRAMED PORCH AND STEPS OTHERWISE NOTED NOTE: PROVIDE FIRE BREAVS AS PER NOTE: PROVIDE FIRE BREAKS HT 2020 RESIDENTIAL CODE Or -8" 3' -8" AS PER SEAL: DATE: NEW YORK STATE 2" -4" -4 2' TIIC 2020 MAY 05, 2022 RESIDENTIAL CODE OF PROJECT NO: 13'-4" 19' - 14' NEW YORK STATE 1" 1" - 1" 3" �P O; SON y �� 1 128-2022 82 15' 104 7 -74 O DRAWN BY: BDK 3' ^6'-4" 7'-2" 7'-2" -6" 15' n * CHECKED BY: r SHEET NUMBER: -- 32' y��O 0516840001. FIRST FLOOR PLAN NOTE: S A 102 1) ALL HEADERS TO BE (2)14"x 9�" LVL HEADERS DOE-,' NUMBER: OF .. PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED BENEATH ALL BEARING POINTS. REFER TO MANUFACTURERS 2) PROVIDE (2)14"X11�" LVL JOISTS BENEATH ALL SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE AT JOIST WEB. 7 2'-34 11'-04 5' 616" 7'-108" 5'-616" 14'-1" 10'-81" 16' 16' r _ �. i. l•;-N r 5,_21„ ol 01" 5'_41" 5,-41" 4 2 2 2 8 8 8 _ KEHL DESIGN ASSOCIATES LAC 2 -72" 29 -42" residential & commercial design o consulting 12'-24" 7'-61" 12'-24" PO.Box 1675 phone: (631�433-9084 Southold,New York 11971 E-Mail: ssbr1650optonline.ne: II Kehl Design Associates,LLC o formerly D A K Associates,LLC I I OWNERSHIP & USE OF DOCUMENTS: I I I I I I I I I I I I I These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed others or d in C o project other thanfor connection with any work or they have been prepared without written consent. I /�t2 I titi' 1`I Fa I`I� I II I I I I I 12'-24" 7'- 1" 12'-24„ SECOND FLOOR WINDOWS I I I REV: ARE TO BE SET 07-07-24 =L� 9'-1 g" Wall \ cP6 �, jI\ AT 6'-8-1/2" AFF • J c }} ---------- ---------- Ln �L/��� o� + lL �� i� i \\ -- -------------------------s------------------- - + 2)8 16 oc CEILING J ISTS l y� �6� �i �\ H r -IN - ----------- ----------------^,N---------------- i HUNG ROM IDGE @ 0'-6" ° �i� ��� i 3046 3 46 SHED DORMER WALLS - ' ________ARE TO_BE BUILT______ MN_ I 1„ --J ----------------------- ---- _71" _10" 2' -IN -01 2x10 Rafters -7- I r--------- - -- ------ 2 ON (3) 2x8 RAFTERS \ / 2 10 Rafters Shelves I Open Beneath I 51 51" iu 31" 1 11 �" 2 2 52" 51 7'-6" WALL WALL M�`t 7'-6" WALL C) - - I 3„ M „SM �" I 5' _N I -IN28310 3"SM283100 3 28310 8 0 7 AW281 v3'ISM AW281 v _lNM 0�� NLn I I 52" _ R I (2) 1 "x 5 " LVL Hdr. �� ^� a (3) 1 "x 5 " LVL Hdr. Ii I 13'-34° I �' WORK NOTES: ..„. 1„ I I IIf 1„ cu (2) 14..x 5 .. LVL H r. 1" MN 1 H. 52 -104 51" MASTER BEDROOM 52 n 52 ��� (�I� — M 2 10'-64" 52" 347 S Ft 51" 13'-61" q 2 2 52" E14 w -1) v I 0 D ( ~ I -IN 00 WALK-IN u� 3„ ICU o CLOSET --IN r 1cU ' _ u 2' 3 �, fn In ,_ 3" o MASTER ; N m MASTER 8 �'�� (° 8 WC �' 00 co 0 SITTING ROOM _ — BEDROOM o N OFFICE < @ L� o� SITTING U_ N ' 189 S Ft 0 I o 2680 g g o� m =� �� ROOM/OFFICE �� (2) 14"x 7 L Hdr. 28I80 I _ O �- o0 S/p �? 223 SgFt o 9>-1�„ Wall 9'-14" Wall MIS `° 0 1" 18'-1" 52 i� 13'-74" �, I HIV o Z ' S'-9" -7" 5'-9" �1" co rlU HALL 0 M 1 1 - I I X z S/D I(U Q o 32" 2 T r m- I(1J ^ I —SIN a I N m (2 a VL Hdr. 3'-6' 3'-4" x -11" ®6 i rNi = 5'-52" 3'-4" 3'-6" 5080DD —�. 5080DD 5 80 S/D N 8 J I� I > I I " N ~� J I'I 32 3CD 2 I 1„ 1 /• -icu �,> 32 N STEP 32" M 9'-19 Wall 9'-1A" Wall J I r 2680 a (2) 14" LVL Hdr. N ' — o x ) 14"x 7 u-------- x� —IN VL Hdr. _� 2x8-16" oc HUNG FROM RIDGE @ 9'-1-1/8" 2680 nJ 'Iv CEILING JOISTS o N a 24HVAC 4„ S/D 0Rx2' 5 1"(2) 13% 7JJJ " LVL Hdr 14 _4" 1 MASTER BEDROOM 4080 DBL DR 268 . 5080 DBL DOOR 4 �Icu(2) 1 x 2 I 782 SgFt 5 r ( ) 13" (2) 14"x 7"" LVL Hdr. LVI.4Hdr `� LIN. 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ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization TM 2) PROVIDE (2)14"X118" LVL JOISTS BENEATH ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DOB NUMBER: OF WALL RUNNING PARALLEL ABOVE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. is M.r %.ue , �-LI L LI-LLLI KEHL DESIGN ASSOCIATES Ll.0 residential & commercial design o consulting P0.Box 1675 phone: (6311 433-9084 - 1 - Southold,New York 11971 E-Mail: ssbn650opfonline.n-f L1 1LJ L'' 1J -' _II Il 1LJ-I_I W i 111 Ill � ICI L 1L 1 J11 i-L 11 Kehl Design Associates,LLC o formerly D A K Associates,LLC -[]li—ji _il1Ll I;�J IIII I_ I it I I� I__ILI - �L1 III ll L 11! li 1J �J J _ OWNERSHIP & USE OF DOCUMENTS: I l i IL 1�11 L-LI-I l 1_I L I �' 9_11 LL, 1�_ILJJ W _i�111,�� These drawings and specifications including the � � JL L.'I II1J�Ull-�a L1U 1 II�J�L�,�� ��1;l _L_!L_LJIffi L �J�LJ��I L 1J W 'ii 1i 1�LL_.LJ I 11 L' �l f� ,I l� ideas, design and arrangements represented il I,L_LL_LL1 ,L L,_1L 1LLl_Ii Ll_l _I!-11J1 I_.IL �J-iL L1 therein, are the property of D.A.K. ASSOCIATES, LLC. No art thereof shall be copied, disclosed L to others or used in connection with any work J1� !�_Li;, � I !' I III I I ' I `III III II Ilvl LI_I � I I I I �I P P !,1IJ11!J;I_ll. � � I 11L1J1 I -- -_LJ_i,L111J Jj11J III 1 11 11 LLL - __ or project other than for which they have been � , --- 1 � L prepared without written consent. L_I LL J-L 111_ l 1JJ_ �i11L11L1- i!_Il1Lll J W LW IE I 1 11 - JJL 1 �I�LL�I REV: _L_I -IL_ 11 I-d I111 LLl I I I 07-07-24 1uLLLJ Ll J11L1J L-il,l; il_ LL�L; 1 LE 1_ 1i LL _I II LI_ II LJ II I ILLL1 _ 1 L j I,_ -- 11uLJ j I n n l l n u t !' l��I,!TL_;11_ '.iJ! iJ; Il_ILI! I_ a I!_1J LJ1_I. _lJ LJ.II. �J LI 11-!1r1._!1.111J „ LJi; 1._ 1 �J� 11 1 _ J L Ilia I__l11_ Ii11L11 L L �L1L-� �L_ 11 1 JJL1J 1�1LWJ 1L I L1 J L111�1L _l 1 I_I _Ll_u LLL1 J ll�J�1111�1ll1 ll LW 1J I__W1Jll L1J- �i IllL1 L Aa_ , 1 1 -L-11 11 LU LLLL ll L1LL L -1'L LI j�j JIl 1L J 111 J'J1 I11 1 1 11III II IIII II I_ l JL 1/1 1 LJ { - I-LL1 -1 U - - I-I1._11_11! LL I1_I;I.111 LI J LI_ I _. JJ I _L1 L1_- _1-L J L f L LLUL LLL 111 I f I IIII III_ Lll_I I W I � I I I L Lill�l;--;-LJ! J111.1 Ell JJ1LI_IIIJLi] I � 1-� LLLIHI � - -i - L11 �l - 1 1�11 1 J LJ 1111E LL - 0 0 0 u 0 _111i_N I JLJll' i I j I - Ll LILLLI !! L_l I ' l J_1LWI ' IUJ_LL! LLJI � I��I �I I�1 , woRK rvoTEs: 1_1 Lill;._1i11 1 1111 I-1LL1J11 LL11 I I_1 11111WiI_ 1,11 11_li- -11 J.11_U-_ll_L1:LL � ll_1J-1>-I.1T:-�Aii I LI_L 11 11u I�ILLLL a JLLLIL 00 L 1� liluill, "-I --- >_i11J11 �_ LL �LLLIJJJ�L!_ - �-u L!I-]!llluL 'LI L 11L l L1JJli'1! L _ At Il Li_LJiLLLI L1_yIJ1-'.1 L-1-II ( 1LU_, I LLLLI 1LLLll_li ! JLLU�_ 111. 1 1 l 11LL__I_il1TJ11 1111 111�L_i:1�ILLILU 1J1 LL1LLLtHLLJJLJ1 1 -11_d_u ILLL 1I1-1W �J P J I11 L.LL J I llLJ L.LJI-.�__ I_.11 JJ.J J_LJ_I I_.LL_LLi I_I11J_1LIJ_JJ_J-l_J_IJ. 0'�llJ �_I� J1JJ - Hill �www 29 t k FRONT ELEVATION I, i PROJECT: A N! F! Pt r E Sx I r,,- E_ C E I I 11J L I f I I I I I �I �I _ iT ll _lll 1 - - - ?iL�L - , >� CORNER O F �' 1_ JLJll1I I_1LLL 1 LIJILL L r� JLwuUlLhill 1J1 NORTH SEA DRIVE I IIII L l 1 J j W L111 LL I I _ AND GREENWAY !HEST III 1 11 L� L ORIENT, NY - SCTM#1000-15-01-25 1J1� DRAWING TITLE: 1_ TT J11llllLLL � - FFI TJ 1 .1 J­i L: I L±bt ===J� SECOND FLOOR PLAN AND ROOF PLAN 77��� Ll 11HUHLI11_ILLLI 1 1llJ J LJl1 1J ll JLW1 - - - - III �I I J_L�JLLL1 I_ !I ,_ _ 1LLLlL11�L111L_I IIII I I I I II IIIII IIII J11JJ11 \' y , I LLLLJ�� I I ' Ty 1'_LJ_J1�!LLLUU J III I I I I �I I l ull L�LLJ `� U 1 T J > .. l- FY � 11�111�1LL1_ J11�LI111 � LL '%� \� � I 11 j SET: ISSUED FOR: DAiL: Y11r J ' J1JJ-LUJ_Jz1�Lu J11J J1 I z���� � ` �' I � I Hill 111111I YYT - - ,1-1 �T Ll HIM I 1 1- 1 -L LT41 �� 1 ' SEAL: DATE: P l i I l I -1- -'- MAY 05, 2022 PROJECT NO: � L DODO T,. _�T�I-1�-` ; .`�0F SEW y 1128-2022 -1 - ' 1 11 M F= ® - I I IL -- - - - - - M F 1 -C ----_ -L o CHECKED BY: LU SHEET NUMBER: f� 05 t4 _ �FESSIOa A201 REAR ELEVATION DOB NUMBER: OF i C t; KEHL DESIGN ASSOCIATES 1 h lull , residential & commercial design o consulting LLC AL1[ _JLLLll �� ICI LLLI IJ��I�I II LI 1LL1LLI��LLI ll II _I LLL � PO.Boz 1615 phone: (6311 433 9044 Southold,New York 11971 E-Mail: ssbr1650c optonline.net L1 III�II III�II � Lu iLIII LEI. - Kehl Desicfn Assnciates,LLC o formerly D A K Associntes,LLC Ll �.16 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the =� ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, , LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or pro ject preparedr wthout than owritten ech they ve been consent V: 07-07-24 ri LI I LW Tfy_ i WORK NI01 ES: 0 S LEFT ELEVATION �1L LLL UHIM LLB L�LULULULLI�ILLLL LIL LL1LLLULtJ�L�u_ lu J L1 HROJEC I : p l i l l l l l l l l l LL 11. 1L1 L�1 H J H Jilil Ll .LlI IIIv� IiLl A 1iw, 0MAJV1 i II �I II L LIJ II �IIIII III II 1�! LIILI L� ji[JI 11 ti Ill IIIIIIIII ILL-L- _�E LI_11� JL. - _ LL C l E I E J�JLLW� 1 lJ�' ULIL1 Ll ., N )' I� �-L' I J_L11�1J LJ-LILW� I IJ1JJ_L I - I LLW 1 l Ill 1�1LJ ': -1_U 1WL11J U 1LL1L L L i Lll��u �uU.l ill u� 11_L� uu�l u�uu�w LLLl1_I�1 L CORNER OF j LL W-1-1 JJ1L1llllUJ1 _�1L'I���'1AT 11U11LIL'1J�I _�� NORTH SEA DRIVE A►ND GREENI�ifAY ESTi IL-LL-11 ORIENT, NY IY41 1 1LJL !. + SCTM#1000-15-01-25 4 p - DRAWING TII LE: IIULLLW_1Ll I-L �Lw LLuLww,L u,LLULI� SECOND FLOOR PLAN i, AND ROOF PLAN I i 11L�L1 _ L_ 1 I I 11 1 Ll 11 SET; ISSUED FOR: DAIS: F_301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SEAL: DATE: PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM MAY 05, 2022 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE PROJECT NO: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING OF NE ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS P��C. Icy 1128-2022 _ PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 1 t7� J. �� O DRAWN BY:S R301.1.1 ALTERNATE PROVISIONS +� * CHECKED BY: AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING _ T STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND �'' THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH — w SHEET NUMBED: THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF ` �a2 NEW YORK STATE. ��FESS�ONPj' A202 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RIGHT ELEVATION 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD C COPYRIGHT 2022 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE .. FOR ONE—AND Two FAMILY DWELLINGS (AISI—S230) � Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. - 00 "i''1 1 "X117.' LVL RIDGE -- J� 10 2x12 RIDGE 12 r 1 Q KEHL DESIGN ASSOCIATES LLC 2x4-32" OC residential & commercial design o consulting 3/8" BOLTS 2x4-16' oc -- 2x6 / 2X4 STRONG BACK ARCHITECTURAL GRADE ROOF SHINGLE IDGE POSTS ICE & WATERSHEILD 3/8" BOLTS 2 8-16" oc ���� PO.Box 1675 phone: 1631)433-9084 ARCHITECTURAL GRADE ROOF SHINGLE " CDX EXT. ROOF SHEATHING �PF R 44 INSULA ON Southold,New York 11971 E-Mai': Ssbn654Coptonline.n-i ICE & WATERSHEILD 2x10-16" oc RAFTERS o2x6/2x4CDX EXT. ROOF SHEATHING UZR-30 ACED L+1 STRONG BACK KetitoPsian Associates,LLC o formerly onKnssnciatPs,uc 2x10-16" oc RAFTER BEDROOM INSULATION CLOSET 2x12 LEDGER / HOUSE BEAM x 16" oc OWNERSHIP & USE OF DOCUMENTS: ARCHITECTURAL GRADE ROOF SHINGLE R-30 These drawings and specifications including the �� UNPAGED ICE & WATERSHEILD ON 4" CDX Plywood ideas, design and arrangements represented PROVIDE FIRE BLOCKING 8" FASCIAINSULAT therein, are the property of D.A.K. ASSOCIATES, R-44 INSULATION R-44 INSULATION " CDX EXT. ROOF SHEATHING Mi D P P Y R-44 INSULATION M LLC. No part thereof shall be copied, disclosed - R-21 INSULATION 2x10-16" oc RAFTER 12 VENTED SOFFIT (SEE DETAIL) to others or used in connection with any work CU or project other than for which they have been WINDOW HDR HEIGHT IN MEDIA ROOM co prepared without written consent. " CDX SUB FLOOR - DOUBLE 2x6 PLATE �o ROOM 1q�"x11g" LVL B ams , MA TER TJ1230 x 9-1 2 - 12 oc 2x6-16" oc WALL STUDS r\ coo, - �D ciao � � 8" FASCIA 11 � a BEDROOM � REV: "CDX SHEATHING co co SIT ING R-21 INSULATION i � i o 8" FASCIA - 12 VENTED SOFFIT (SEE DETAIL) BLUESKIN HOUSEWRAP 07-07-24 12 VENTED SOFFIT SEE DETAIL DOUBLE 2x6 PLATE Z(3) 1-3/4" x 9-1/2" LVL 18" NU CEDAR SIDING (6" EXP) - � ROOM OFFICE ( ) ZR-30 R-30 FLUSH HEADER FIRE BLOCKING " CDX Plywood DOUBLE 2x6 PLATE2x6-16" oc WALL STUDS 2x6-16" oc WALL STUDS INSULATION INSULATION " OSB SHEATHING „ BLUESKIN HOUSEWRAP R-21 INSULATION a CDX SUB FLOOR 5"CDX SHEATHING MASTER BATHROOM _ CDX SUB FLOOR— See Bea Above 18" NU CEDAR SIDING (6" EXP) Raise Floor Platforms BLUESKIN HOUSEWRAP R-21 INSULATION MASTER BEDROOM " CDX SUB FLOOR- 18" NU CEDAR SIDING (6" EXP) =10� PROVIDE FIRE BLOCKING FIRE BLOCKING - L TJ1560 x 11 - 12 oc FIRE BLOCKING _ MASTER BEDROOM ; WI CLOSET 2x4 PLATE C 0 2x6 PLATE - " CDX SUB FLOOR ~� v R-30 INSULATION TJ1230 x 9-1/2" - 12" oc Foyer Ceil ng N R-21 INSULATION 4" CDX SUB FLOOR R-30 INSULATION 1-1/8" FIBERSTRONG RIM BOARD R-30 INSULATION-7 (4)1-3/4 x 9�" (AS PER MFG. SPECS.) 8 LVL GIRDER 7 1-1 8" FIBERSTRONG RIM BOARD =-- — —ICU 2x6 CCA SILL °I D� rn� o ` °I GREAT ROOM �ioJ ° o=, 0 _1ico KITCHENWORK NOTES: / N TJ1560 x 11-7/8" - 16" oc .� TERMITE SHIELD - SILL SEAL o,. o (AS PER MFG. SPECS.) _ R-19 INSULATION o rn - ° ` ° �riiv o 2x6 CCA SILL v J%18" ANCHOR BOLTS MAX. 32"oc. �.v 8 � w 0U TERMITE SHIP=LD - SILL SEAL 2x6 PLATE o s 00 �ru 3'-9 0 #5 VERTICAL REBAR 4'-0"oc. _ "x18" ANCHOR BOLTS MAX. 32"oc.� (6)#5 Rebar w/ CW15R (6)#3 Rebar Stirru CW15L =i CW15R �iN CW15L 4" CDX SUB FLOOR 0 (2)#5 HORIZONTAL REBAR 36"oc. Spaced Equally � • #5 VERTICAL REBAR 4'-0'oc. 4" BOX TUBE STEEL COL BASEMENT DAMP PROOFING 1-1/8" FIBERSTRONG RIM BOARD W/ 12"X12°Xg�" BASE PLATE Co AJS 10 x 11-7/8" - 16" oc (2)#5 HORIZONTAL REBAR 36"oc. AND 7"x8"xi" TOP PLATE (AS PER MPG. SPECS.) 10" P. C. FOUNDATION WALL n LAGGED TO GIRDER 2x6 CCA SILL /-n, (2)1-3/4 x 9�" LVL GIRDER DAM PROOFING —ICJ ON u� 4" PC SLAB 2x4 KEY WAY TERMITE SHIELD - SILL SEAL i 3'-6" x 3'-6" x 1'-0" „ 10" P. C. FOUNDATION WALL r� CONCRETE FOOTING W/ 24" x 10 CONCRETE FOOTING - R-30 INSULATION #5 WITH (4)#5 REBAR L.W. AND #5 2x4 KEY WAY (5)#5 REBAR E.W. 3'-O" BELOW FINAL GRADE. ( R"x18" ANCHOR BOLTS MAX. 32"oc• BASEMENT REBAR S.W. AT 2 oc. a 3'- x 10" CONCRETE FOOTING #5 VERTICAL REBAR 4'-0"oc• WITH 4" BOX TUBE STEEL COL FINAL GRADE. (TYP.) CROSS SECTION B WITH (4))#5#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. (2)#5 HORIZONTAL REBAR 36"oc. — W/ 127'x8"xJ" TOP BASE EPLATEE LAGGED TO GIRDER CROSS SECTION A G DAMP PROOFING ON 4" PC SLAB 2'-0" x 2'-0" x 1'-0" 10" P. C. FOUNDATION WALL CONCRETE FOOTING W/ ; (4)#5 REBAR E.W. 1 J"X11 J" LVL RIDGE 12 12 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) 25 YR. ARCHITECTURAL GRADE ROOF SHINGLE 4 "+/- 2x4-32" oc 4 "+/- WITH (4)#5 REBAR L.W. AND #5 15# FELT 2x6 / 2X4 3/8" BOLTS REBAR S,W. AT 2'oc. - CDX EXT. ROOF SHEATHING STRONG BACK CROSS SECTION C PROJECT: 2x10-16" oc RAFTER HURRICANE CLIP 2x8-16 oc 8" FASCIA - R-42 ZR-30 R-42 E E '-.,�,F', r INSULATIONINSULATION R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 8" VENTED SOFFIT (SEE DETAIL) f UNFACEINSULATION DOUBLE 2 x 6 TOP PLATE -'ice (3) 1-3/4" x 9-1/2" LVL HEADER R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE `i BEDROOM CLOSET SINGLE 2 x 6 BOTTOM PLATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, CORNER OF PROVIDE FIRE BLOCKING a ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS C0 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES NORTH SEA DRIVE � R-42 INSULATION IN 2 1-3 4" x 9-1/2" LVL HDR �2 -74 � 2'-74"� THAT PROVIDES A ICOMPLETERLOAD PATH FTHAT MEETS THE REQUIREMENTS FOR THE AND GREENWAY WEST NOTE: () 2; 10 RAFTER ON EACH SIDE R-21 INSULATION 12 min mid TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ORIENT, NY OF SHED DORMER SUPPCRTING 10 o ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS GIRDER R- 1 INSULATION 4" CDX SUB FLOOR PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF SCTM#1000-15-01-25 THIS SECTION. TJ1230 x 9-1 2 - 12 oc rico R301.1.1 ALTERNATE PROVISIONS uRAWING TITLE: 8" FASCIA - - Ci TACO 11 STANDARDS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING N STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND 12 VENTED SOFFIT (SEE DETAIL) THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SECOND FLOOR PLAN DOUBLE 2x6 PLATE ZR-30 INSULATIONINSUL (i THESE LATION �i`r NEW YORK STATE. AND THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF AND ROOF PLAN 2x4-16" oc WALL STUDS " CDX SHEATHING PROVIDE HURRICANE STRAPPING MASTER BATHROOM cn IN ACCORDANCE WITH THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 15" FELT R-21 INSULATION 2020 RESIDENTIAL CODE OF y - PROVIDE FIRE BLOCKING 'DOUBLE 2 x 6 TOP PLATE 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD 18" NU CEDAR SIDING (6" EXP _ice NEW YORK STATE SET: ISSUED FOR: DATE: FIRE BLOCKING MASTER BEDROOM i WI CLOSET (3) 1-3/4" x 9-1/2" LVL HEADER FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) } o SINGLE 2 x 6 BOTTOM PLATE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 2x6 PLATE - ALL HEADERS ARE TO BE (2)1%"X 9%" LVL UNLESS OTHERWISE NOTED 4" CDX SUB FLOOR v 51 a NOTE: PROVIDE FIRE BREAKS 2 AS PER SEAL: DATE: 1-1/8" FIBERSTRONG RIM BOARD TJ1560 x 11-7/8" - 16" oc MAY 05, 2022 RESIDENTIALL CODE(AS PER MFG. SPECS.) THE O PROJECT N0: DE OF -- � 2x6 CCA SILL (4)14x 9 NEW YORK STATE LVL GIRDER QF � ry / AWN Y: 1 128-2022 ���' } , CU DR B f TERMITE SHIELD - SILL SEAL �� P,`� C y _ R-30 INSULATION R-30 INSULATION � " " " BASEMENT 6 �1D� �f` � hGt� fi♦ Jx18 ANCHOR BOLTS MAX. 32 oc ;. CHECKED BY: -oN #5 VERTICAL REBAR 4'-0"oc. 4" BOX TUBE STEEL COL. a -"_ - SHELT NUMBER: (2)#5 HORIZONTAL REBAR 36"oc. fF 051b60 W/ 12"X12"Xg�" BASE PLATE � y �V AND 7"x8"xR" TOP PLATE DAMP PROOFING LAGGED 10 GIRDER z �p� A3 0 1 4" PC SLAB ON 10" P.C. FOUNDATION WALL x 3'-6" x CONCRETE FOOTING W/ WALL I C COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 2x4 KEY WAY (5)#5 REBAR E.W. GREAT ROOM WAL.L� DETAIL � Acceptance of these drawings does not authorize the right to build without the authorization DUB NUMBER: OF 24" x 10" CONCRETE FOOTING SCALE: 1 4" = 1'—O" PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 3'-0" BELOW FINAL GRADE. (TY?.) KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE t WITH (4)#5 REBAR L.W. AND #5 CROSS SECTION D agencies prior to construction. REBAR S.W. ,qT 2'oc. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ,, • j; f.Lc 12 1 j"X11�" LVL RIDGE 12 - KEHL DESIGN ASSOCIATES _ PROVIDE HURRICANE STRAPPING residential & commercial design o consulting 4g"+/-� 48"+/- IN ACCORDANCE WITH THE ARCHITECTURAL GRADE ROOF SHINGLE 2x4-32" oc 2020 RESIDENTIAL CODE OF NEW YORK STATE ICE & WATERSHEILD 2x6 2X4 3/8" BOLTS P0.Box 1675 phone: (631 1 433-9084 STRONG BACK 5" CDX EXT. ROOF SHEATHING 14"X11 " LVL RIDGE 12 Southold,New York 11911 E Mail: ssbn654�opfonline.nef , ALL HEADERS ARE TO BE 2x10-16" oc RAFTERS (2)*4"X 9%" LVL UNLESS R-42 INSULATION 10 I ° 2x8-16" OC OTHERWISE NOTED - Kehl Design Associates,LLC o formerly D A K Associates,LLC a ARCHITECTURAL GRADE ROOF SHINGLE OWNERSHIP & USE OF DOCUMLNIS: R-42 NOTE: PROVIDE FIRE BREAKS �5 8" FASCIA \-R-42 ICE & WATERSHEILD �� INSULATI /R-30 RIGID AS PER �PF These drawings and specifications including the 8" VENTED SOFFIT SEE DETAIL UNFACED NSULATION THE 2020 CDX EXT. ROOF SHEATHING o° ideas, design and arrangements represented ( ) >22x4-32" oc 3/8" BOLTS therein, are the ro ert of D.A.K. ASSOCIATES, INSULATION 12 RESIDENTIAL CODE OE � OSTS property Y HURRICANE CLIP CLOSET NEW YORK STATE 2x10-16" oc RAFTERS +10' 2x6/2x4 LLC. No part thereof shall be copied, disclosed B 10 EDROOM l STRONG BACK to others or used in connection with any work ° 3 R-42 _3q or project other than for which they have been -74� INSULATION _"100 I C) 2 74 2x8-16" oc prepared without written consent. (2) 1-3/4" x 9-1/2" LVL HDR I �~ R-13 INSULATION R- 0 NOTE: (3) 2x10 RAFTER ON EACH SIDE 8" FASCIA UNFA ED REV: OF SHED DORMER SUPPORTING �1� - INSULATION --'}. R-30 07-07-24 GIRDER �l ZZ 1-4 DOUBLET2x4SPLATE(SEE DETAIL) INUNFACED SULATION TJI230 x 9-1/2" - 12 oc TJI230 x 9-1/2" - 12" oc 2x6-16" cc WALL STUDS BEDROOM STUDY 8" FASCIA - J"CDX SHEATHING SEE DETAIL BLUESKIN HOUSEWRAP 12 VENTED SOFFIT ( ) 18" NU CEDAR SIDING (6" EXP) R-21 Icu MIaJ DOUBLE 2x6 PLATE /R-30 /R-30 INSULATI � 2x6-16" oc WALL STUDS INSULATION INSULATION FIRE BLOCKING J"CDX SHEATHING 11'-12 -6' w BLUESKIN HOUSEWRAP R-21 INSULATION KITCHEN DINETTE AREA LIn 18" NU CEDAR SIDING (6" EXP) DEN MEDIA ROOM ~iao PROVIDE FIRE BLOCKING 2x6 PLATE 4" CDX SUB FLOOR CD1z' FIRE BLOCKING - 2x6 PLATE 0 1-1/8" FIBERSTRONG RIM BOARD J1230 x 9-1 2 - oc WORK NO I LS: (AS PER MFG. SPECS.) " CDX SUB FLOOR p� R TJ1230 x 9-1/2" - 12" cc I 1-1/8" FIBERSTRONG RIM BOARD(AS PER MFG. SPECS.) TJI560 x 11-7/8" - 16" oc A 2x6 CCA SILL (4)1-3/4 x 9 ' C LVL GIRDER ' �Io7 9; TERMITE SHIELD - SILL SEAL i R-30 INSULATION R-30 INSULATION o h "x18" ANCHOR BOLTS MAX. 32" oc � BASEMENT BASEMENT 5/4" x 6" TREX DECKING 4" BOX TUBE STEEL COL. I C W/ 12"X12"Xg" BASE PLATE AND 7"x8%j" TOP PLATE DAMP PROOFING LAGGED TO GIRDER 4" PC SLAB ON 10" P,C. FOUNDATION WALL x 3'-6" x V_0" 2x6-16 oc CCA CONCRETE FOOTING W/ — 2x4 KEY WAY (5)#5 REBAR E.W. 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) - ANCHOR 3 2x8 GIRDER - CCA 2x2 LEDGER - CCA WITH (4)#5 REBAR L.W. AND #5 CROSS SECTION � BOLTS 7 REBAR S.W. AT 2'oc. NOTE: HEIGHT OF FRONT PORCH FOUNDATION PIERS ARE TO BE 7-1/2" LOWER THAN HROJECT: HOUSE FOUNDATION CROSS SECTION F � Ez; E N CORNER OF R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NORTH SEA DRIVE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AND GREENWAY WEST CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ORIENT, NY PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES SCTM#1000-15-01-25 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE PROVIDE HURRICANE STRAPPING TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING DRAWING 111LE: IN ACCORDAHI'E W17H THE ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2020 f ESPENTIAL CODE OF PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NTN+' YOPV SLATIE THIS SECTION. SECOND FLOOR PLAN R301.1.1 ALTERNATE PROVISIONS ALL HEADERS ARE To BE AND ROOF PLAN AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING (2)1%"X 9%" LVL TRESS STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND OTHERWISE NOTED THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF SEI: ISSUED FUR: DAIL: .. NEW YORK STATE. NOTE: PROVIDE FIR,' BREAKS AS PER 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) THE 2020 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD RESIDENTIAL CODE OF r FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) NEW YOLK STATE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) �. a SEAL: DATE: MAY 05, 2022 PROJECT NO: j 1128-2022 _ �F,�F P���✓r DRAWN BY: * I5 CHECKED BY: SHELL NUMBER: `rFp C051 684 � A302 iioNk © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBLK: OF PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. r; J. ARCHITECTURAL GR ADE ROOF SHINGLE �. , of 1�,�Xl l g„ LVL RIDGE PROVIDE HURRICANE STRAPPING R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE , F "~ ICE & WATERSHEILD ' IN ACCORDANCE WITH THE CDX EXT. ROOF SHEATHING —1 4�'+/ ; �_ -�.,�, Llu 2020 RESIDENTIAL CODE Of R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE �r 1 nfll 2x10-16" oc RAFTER -� 16 R-42 NEW YORK STATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, - - INSULATION ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 2 R-30 ALL HEADERS ARE TO BE IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM _ KEHL DESIGN ASSOCIATES LI,C `.ULATION UNFACE (2)1,"X 9%" LVL UNLESS THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE residential & commercial design o consulting DOUBLE 2x6 PLATE VENTED SOFFIT (SEE DETAIL) INSULATION OTHERWISE NOTED TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING D ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2x6-16" oc WALL STUDS —100 PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF PO.Box1675 WALK-IN �, NOTE: PROVIDE FIRE BREAKS THIS SECTION. phone: 16311433 9084 WALK-IN SITTING ROOM a 3'-0 ARCHITECTURAL GRADE ROOF SHINGLE CLOSET CLOSET rl� 4 AS PER Southold,New York 11971 E-Mail: ssbn6506optonline.n�t v un THE 2020 R301.1.1 ALTERNATE PROVISIONS ICE & WATERSHEILD I~ RESIDENTIAL CODE OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING ' CDX EXT. ROOF SHEATHING R-21 INSULATION R-21 INSULATION NEW YORK STATE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Kehll Design Associates,LI C o formerly D A K Associates,LLC 12 1 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH OWNERSHIP & USE OF DOCUMENTS: THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF 2x10-16" oc RAFTERS - 10 NEW YORK STATE. These dlrawings and specifications including the ideas, design and arrangements represented 8" FASCIA 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) therein, are the property of D.A.K. ASSOCIATES, 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD LLC. No, part thereof shall be copied, disclosed FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 to others or used in connection with any work. D VENTED SOFFIT (SEE DETAIL) /R-30 R-30 ) or ectpro other than for which theDOUBLE 2x6 PLATE3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) �� Y have been 2x6-16" oc WALL STUDS INSULATION INSULATION prepared without written consent. J" CDX SHEATHING BLUESKIN HOUSEWRAP R-21 INSULATION 18" NU CEDAR SIDING (6" EXP) 0� LAUNDRY SHOWER BATH R-21 INSULATION REV: FIRE BLOCKING _ MUDROOM i CL. 07-07-24' o ROOM 2x6 PLATE 4" CDX SUB FLOOR 1-1/8" FIBERSTRONG RIM BOARD TJ1560 x 11-7/8" - 16" oc (AS PER MFG. SPECS.) 2x6 CCA SILL (4)1-3/4 x 91" TERMITE SHIELD - SILL SEAL---A GIRDER J"x18" ANCHOR BOLTS MAX. 32" oc 3 R-30 INSULATION 8'-5 "4 #5 VERTICAL REBAR 4'-0"oc. BASEMENT -ICU .WORK NOTES: m 4" BOX TUBE STEEL COL. W/ 7"X12"XJ" BASE PLATE (2)#5 HORIZONTAL REBAR 36'oc. AND 7"x8"xi" TOP PLATE CD DAMP PROOFING LAGGED ONTO GIRDER 4" PC SLAB 3'-6" x 3'-6" x 1'-0" 04" 8" P. C. FOUNDATION WALL CONCRETE FOOTING W/ 2x4 KEY WAY (5)##5 REBAR E.W. 24" x 10" CONCRETE FOOTING GOLF PIT Q. 3'-0" BELOW FINAL GRADE. (TYP.) WITH (4)#5 REBAR L.W. AND #5 - REBAR S.W. AT 2'oc. 1�01 II v - k-42' JZ'-49 '-4'' CROSS SECTION G ARCHITECTURAL GRADE ROOF SHINGLE RO\' PRICPNE STRAPPI'G ICE & WATERSHEILD R-42 INSULATION R-42 INSULATION ACCOR ANCE WITH THE RESIDE6!TIAL CODE OE CDX EXT. ROOF SHEATHING 1 (2)1-3/4 x 91" LVL HEADER NEW YORK STA TE � 2x10-16" oc RAFTERS E12 PRE TO BE R-42 INSULATION 2x 16" oc R-42 INSULATION LVL UNLESS _ 2x8-16" oc E NOTED 12 UNPAGED PROJECT: R-30 10 UNFACED SULATION V NOTE PROVIDE FIRE BREAI;S INSULATION 12X t—llo, AS PER THE 2020 MASTER BATHROOM10� �I� 16 k 3'-0 3 " PESIDE"lTIF,L CO WC ')E OF R-42 INSULATION TILE NEW YORK STATE a 12'-S" a SHOWER � 3" oI- ,,�► MI'T 3 -016 R% E U, E r CD MASTER BEDROOM R-21 INSULATION 1E _ _ R-42 INSULATION CLOSET CORNER OF CLOSET 4" DX SUB FLOOR O4 R-42 INSULATION 12 4" CDX SUB FLOOR (NORTH SEA DRIVE 1" '7 " 10 1 -OD R-21 INSULATION ' AND GREENWAY WEST TJ1560 x 16" - 12" oc TJ1560 x 16" - 12" oc TJ1560 x 16" - 12" oc TJ1560 x 16" - 12" oc -08" ORIENT, NY 8" FASCIA SCTM#1000-15-01-25 R-30 INSULATION J R-30 INSULATION R-30 INSULATION R-30 INSULATION 12 VENTED SOFFIT (SEE DETAIL) DOUBLE 2x4 PLATE — — — 7 2x6-16" oc WALL STUDS R-30 INSULATION R-30 INSULATION R-30 INSULATION ;DRAWING TITLE: I J"CDX SHEATHING I BLUESKIN HOUSEWRAP R-21 INSULATION SECOND FLOOR PLAN 4� Ln� R-21 INSULATION I R-21 INSULATION 18" NU CEDAR SIDING (6" EXP) - o I GARAGE I FIRE BLOCKING R-21 INSULATION AND ROOF PLAN ° I GARAGE 2x6 PLATE 5L1: ISSUED FUR: DATE: 6" P.C. SLAB WITH I 6" P.C. SLAB WITH VAPOR BARRIER AND VAPOR BARRIER AND 6x6 / 10/10 WWM i 6x6 / 10/10 WWM---\ 10" P. C. FOUNDATION WALL I _ R-30 INSULATION 8"x18" ANCHOR BOLTS MAX. 32" oc (2)#5 HORIZONTAL REBAR 36"oc. SEAL: uAiE: 5 VERTICAL REBAR 4'-0"oc. 2x4 KEY WAY MAY 05, 2022 PROJECT NO: "x18" ANCHOR BOLTS MAX. 32" oc -} BASEMENT u #5 VERTICAL REBAR 4'-0"oc. m STEP FOOTINGS 3'- x 10" CONCRETE FOOTING ) �� y� 3'-0" BELOW FINAL GRADE. (TYP. flF SEW 1128-2022 ix 10" P. C. FOUNDATION WALL I I I I AS NECESSARY WITH (4)#5 REBAR L.W. AND #5 Gi'�Q'�.� �. COH-'f . DRAWN BY: 4" PC SLAB REBAR S.W. AT 2'oc. (2)#5 HORIZONTAL REBAR 36"oc, CROSS SECTION I ;`.,�, L ECKED BY: t 3'- 3 0 " I I .. I 4 LET NUMBER:: � 2x4 KEY WAY CROSS SECTION H - C� O S tv 4" PC SLAB m 24" x 10" CONCRETE FOOTING I I " I I �FES9 A302 GOLF PIT 3'-0" BELOW FINAL GRADE. (TYP.) WITH (4)#5 REBAR L.W. AND #5 C COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization REBAR S.W. AT 2'oc. � uOB NUML�LK: of � PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. !% ~: ; ` 2 I/4" AZEK SOLID CROWN7440 2 1/4" AZEK SOLID CROWN RAKE MOLDING T KEHL DESIGN ASSOCIAT Lf,� residential & commercial design o consulting I x 8 AZEK RAKE BOARD I x 8 AZEK RAKE BOARD I X 4 AZEK FLY RAFTER SOFFIT PO.Box 1675 phone: (631 433-9034 2 1/4" AZEK SOLID CROWN _ Southold,New York 11971 E-Mail: ssbn650opfonline.nei 2 I/4" AZEK SOLID CROWN FRIEZE MOLDING Kehl Design Associates,LLC o formerly D A K Associates,LLC _ I x 8 AZEK FASCIA BOARD :OWNERSHIP & USE OF DOCUMENTS: I X 4 AZEK FRIEZE BOARD +� I X 6 AZEK FRIEZE BOARD 5/4 x 3 SPRUCE PACKING These drawings and specifications including the E ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 2 I/4" AZEK SOLID CROWN FRIEZE LLC. No part thereof shall be copied, disclosed MOLDING RETURN to others or used in connection with any work I X 6 AZEK FRIEZE BOARD or project other than for which they have been I x 8 AZEK RAKE BOAR 2 I/4" AZEK SOLID CROWN prepared without written consent. 2 1/4" AZEK SOLID CROWN I x 6 AZEK FRIEZE BOARD REV: 07-07-24 SHED DORMER FLY RAFTER DETAIL CORNICE DETAIL SHED DORMER FASCIA DETAIL (2)-2 X 6 TOP PLATE WHITE PVC COATED ALUMINUM DRIP CAP WHITE PVC COATED ALUMINUM DRIP CAP ~— (2)-I3L" x 97" LVL HEADER WORK NOTES: .— 2 X 6 SHOE UNDER HEADER 2-1/4" AZEK SOLID CROWN HEAD MOLDING AND RETURN 6 2 2 — 5/4 X 4 AZEK HEAD PIECE 2 5/4 X 6 PINE HEAD PIECE _ I- 6 6 2 6 CO z_ � \ J LU 6 2 4 5/4 X 4 AZEK CASING v _ —5/4 X 4 AZEK CASING i o 0 0 w r. 0 z � � z 2 X6 - 16" OC. ( STUD ) rz 0 0-1 X w INTERIOR / EXTERIOR CORNER FRAMING DETAIL WINDOW CASING DETAIL 2 X 4 SHOE WINDOW AND DOOR HEADER DETAIL PROJI LCT. I X 6 #2 VJ CEDAR ( SIDING ) 2 X 4 CCA HORIZONTAL MEMBERS I i I X 6 #2 VJ CEDAR ( SIDING ) Ems+ P `�►•`` E IX 4 VJ #2 CEDAR CROSS MEMBER IX 4 VJ #2 CEDAR CROSS MEMBER CORNER OF 31„ I X 6 #2 VJ CEDAR ( SIDING ) 32"-��3' 3'-12"- �`32" HOUSE WALL HOUSE WALL NORTH SEA DRIVE ® (2) 2 X [, CCA GIRDER =LL� H AND GREENWAY WEST ICU 2 X 4 - 12" OC. (FJ.) SEAT GRADE ORIENT, NY M M 5/4 X 6 STK CEDAR 4 X 4 CCA POSTS SCTM#1000-15-01-25 4 X 4 CCA POST DRAWING HiLE: � 10' X 10' CONC. IX 4 VJ #2 CEDAR STILES AND RAILS 7 4 X 4 CCA POSTS 2'-0" X 6'-0" CEDAR -4 2'-C" X 6'-0" PRE FORMED FOOTING IX 4 VJ #2 CEDAR STILES AND RAILS TRIM DETAILS ON 10" X 10" CONIC. FTG. DOUBLE DOOR CEDAR DOOR AM D SHOWER FLOOR DIMENSIONS SHOWER FLOOR FRAMING PLAN SHOWER FLOOR PLAN SHOWER WALL SECTION CEDAR DOOR PLAN OUTDOOR SHOWER DETAILS CEDARDOOR PROFILE SET: ISSUED FOR: DATE: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE ALL HEADERS ARE TO BE SEAL: UAI E: "X 9y" LVL UNLESS MAY 05, 2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROVIDE HURRICANE STRAPPING (2)13/ ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS IN ACCORDANCE WITH THE OTHERWISE NOTED PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 2020 RESIDENTIAL CODE OF1 128-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM NEW PORK STATE '�� �' THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE NOTE: PROVIDE FIRE BREAKS S �t� O• co O,fy DRAWN BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING AS PER �`',�al ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ALL HEADERS ARE TO BE THE 2020 j J ,w� NECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF (2)13/,"X 9%' LVL UNLESS RESIDENTIAL CODE OF THIS SECTION. OTHERWSE NOTED NEW YORK STATE R301.1.1 ALTERNATE PROVISIONS :jHEET NUMBER: AS AlJ ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING NOTE: PROVIDE FIRE BREAKS A� u S4 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND AS PER 0 A303 1 THE LI1,11TATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF RESIDENTIAL CODE OF NEW PORK STATE. NEW YORK STATE © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization �a PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT JOB NUMBER: OF I of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building I 1) AWc WOOD FRAMED CONSTRUCTION MANUAL (wFGM) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies riot to construction. •-� FOR ONE—AND Two FAMILY DWELLINGS (AISI—S230) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. a g p 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) i 41 2 X 6 - 16" OC. ( STUDS ) ' `-- - - — X 8 PINE FASCIA BOARD 2X6SHOE DESIGN ASSOCIATES LLC KEHL PROVIDE HURRICAIIE STRAPPING WHITE PVC ALUMINUM DRIP CAP residential & commercial design o consi,ting N ACCORDANCE WTH THE 112" CDX — 2020 RESIDENTIAL. CODE Of ( PACKING ON TOP NEW YORK STATE 5/4 X 6 PINE SKIRT BOARD OF (2) 2 X 8 HDR.) I X 2 PINE SOFFIT BOARD P0.BOX 1675 phone: 1631 433 9084 - / BOX BEAM Southold,New York 11971 E-Mail: ssbn654@optonline.net ALL HEADERS AF� To BE TJ1230 x 9-1/2" RIM JOIST As. p ;2)13/"X 9Y" LVL UNLESS I" SCREENED SOFFIT VENT OTHERWISE NOTED /— 2 X 4 FRAMING TO PACK OUT GIRDER Kehl Design Associates,a-C o formerly D A K Associates,LLC 5/4 X 3 SPRUCE I X 6 PINE SOFFIT BOARD OWNERSHIP & USE OF DOCUMENTS: NOTE Fr'CVIDE FIRE BREAKS ( FRIEZE BOARD PACKING ) AS PER -- (3) I-3/4" x 9-I/2" LVL GIRDER These drawings and specifications including the THE 2020 2-I/4" SOLID CROWN ideas, design and arrangements represented RESIDENTIAL CODE OF therein, are the property of D.A.K. ASSOCIATES, NEW YORK STATE — 3/4" CDX ( GIRDER SUB-SOFFIT ) LLC. No part thereof shall be copied, disclosed to others or used in connection with any work I X 6 PINE FRIEZE BOARD or project other than for which they have been prepared without written consent. (2) PCS I X 8 PINE ( GIRDER SOFFIT ) 3/8" WALL LATH ( HDR. PACKING) REV: 07-07-24 FRONT PORCH GIRDER DETAIL SHED DORMER HEADER AND SOFFIT DETAIL_ -- ARCHITECTURAL ROOF SHINGLE WORK NOTES: (1)-3/8" CARRIAGE BOLT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ICE & WATER SHEILD 2 X 6 - 16" OC. ( STUDS ) ALL HEADERS ARE TO BE (2)1314"X 9%" LVL UNLESS " CDX ROOF SHEATHING OTHERWISE NOTED 2 X 8 -161, C.J. 110TE: PROVIDE FIRE BREAKS 2X6SHOE AS PER 2 X 10 -16" RAFTERS THE 2020RESIDENTIAL CODE OF " CDX SUBFLOOR R-45 INSULATION / NEW YORK STATE TJ1230 x 9-1/2" - 12" oc 2 9/16" \ 3 1/2" 6 1/16" 1 1/4" / _ 3/4" 3/4" 1/2" /2" \ r \ / SEE SHED ROOF DORMER 1'�2 5/8" I ( SOFFIT DETAIL ) '-2 3/16� �A3/16" I SEE PORCH GIRDER DETAIL ' 1/2" CDX SUB-SOFFIT 3/4" BEADED WAINSCOT \ / 5 PROJECT: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ' / \ R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, M t ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE rR%""E%1:3 1,3 E E 12" HB&G PERMACASMOOTHS) COLUMNS ELEMENTS TTRANSFER OO THE FS FROM THEIR POINT OUNDATION.OUNDATION. BUILDINGS ANDDIGIN THROUGH THE LOAD- ESIS STRUCTURES CONSTRUCTED ASTING h PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF CORNER OF r 00 THIS SECTION. NORTH SEA DRIVE R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING AND GREENWAY NEST (2) 2 X 8 CCA FLUSH GIRDER 5/4 X6 STK CEDAR DECKING C STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND WITH 2 X 2 CCA LEDGER THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ORIENT, NY THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF SCTM#1000-15-01-25 CDX SUBFLOOR NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DRAWING TIIILE: TJ1560 x II-7/8" 16" oc 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD 5/8" X 2 X 6 CCA-16" OC. FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) FRAMING AND (MAX. 32" OC. GRADE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) )AIJCHOR BOLTS ;WW TRIM DETAILS 2 X. 6 CCA SILL 5/8" X IE'" ANCHOR BOLTS (3) 2X8 CCA FLUSH GIRDER SET: ISSUED FOR: DATE: t (MAX. 321" OC. ) WITH 2 X 2 CCA LEDGER a Y SOLID BLOCKING BENEATH ALL (2) 1-3/4" x 9-1/2" LVL HEADER 7/10" OSB. EXTERIOR SHEATHING COLUMNS a r, } Is 2 X 6 - 16" OC. ( STUDS ) SEAL: UA1 E: R MAY 05, 2022 I t 2 X 8 - 16" OC. RAFTERS PROJECT NO. 2 X 6 SHOE E OF T�� 'y 1 128-2022 n 10" POURED CONCRETE FOUNDATION C O�t1 co 0 DRAWN BY: © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS A �� �'' — 4" POURED CONCRETE SLAB ��" � -• CHECKED BY: U,i/ v:.PoR BARRIER AND PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 6X0 to WWM. AJs 10 x 9-I/2" - 16" oc �._ WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF - SHEET NUMBER: -•" KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THE 0--7-77 ` PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. S!{J4�^\-c�� , 24" X 12" CONCRETE FOOTING ( MIN. 3'-0" BELOW FINAL GRADE ) A304 4 SHEDDORMER FRAMING DETAIL Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FRONT PORCH FRAMING DETAIL Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 4 agencies prior to construction. J �j } € 12 2 X 6 CONSTRUCTED FLY RAFTER KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting 2 1/4" SOLID CROWN RAKE MOLDING 1*+� 10 PO.Box 1675 phone: (631�433-9084 I" VENT HOLES - 16" OC. Southold,New York 11971 E-Mail: sshn6540doptonline.nei Kehl Design Associates,I LC o formerly D A K Associates,LLC I X 8 PINE FASCIA BOARD PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE OWNERSHIP & USE OF DOCUMENTS: 2020 RESIDENTIAL CODE OF 2 1/4" SO-ID CROWN NEW YORK STATE These drawings and specifications including the ideas„ design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, ALL HEADERS ARE TO BE LLC. No part thereof shall be copied, disclosed (2)1,`X 9Y" LVL UNLESS I X 6 PINE RAKE BOARD OTHERWISE NOTED to others or used in connection with any work or project other than for which they have been 2 X 3 SPRUCE BLOCKING prepared without written consent. .n NOTE: PROVIDE FIRE BREAKS AS PER I X 4 PINE SOFFIT BOARD THE 2020 REV: RESIDENTIAL CODE OF 07-07-24 XX� I X 8 PINE RAKE BOARD NEW YORK STATE I" SCREENED VENT I X 6 PINE FLY RAFTER SOFFIT I X 8 PINE SOFFIT BOARD i I X 6 PINE FLY RAFTER SOFFIT 2 1/4" SOLID CROWN 9 I X 6 PINE FRIEZE BOARD 2 I/4" SOLID CROWN WORK NOTES: 2 1/4" SOLID CROWN FRIEZE MOLDING I X 6 PINE FRIEZE BOARD MAIN HOUSE SOFFIT FRAMING DETAIL 5/4 X 3 SPRUCE PACKING I X 6 PINE FRIEZE BOARD MAIN HOUSE FLY RAFTER FRAMING DETAIL 5/4 X 3 SPRUCE PACKING 12 10 e 2 I14" SOLID CROWN 2 I/4" SOLID CROWN 2 1/4" SOLID CROWN FRIEZE MOLDING RETURN PROJECT: I X 8 PINT RAKF GOARD A N I X 8 PINE RAKE BOARD '� E � �' E .r I X 8 PINE FASCIA BOARD I X 8 PINE FASCIA BOARD CORNER OF 2 1/4" SOLID CROWN NORTH SEA DRIVE AND GREENWAY WEST ORIENT, NY I X 6 PINE RAKE FRIEZE BOARD SCTM#1000-15-01-25 2 I/4"' SOLID CROWN DRAWING TITLE: I LINT OF ANGLED RAKE RETURN X 4 PINE SOFFIT BOARD I X 6 PINE FRIEZE BOARD TRIM DETAILS I" SCREENED VENT I X 8 PINE SOFFIT BOARD MAIN HOUSE FASCIA DETAIL "SET: ISSUED FOR: DATE: 2 I/4" SOLID CROWN X 6 PINE FRIEZE BOARD R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE MAIN HOUSE FLY RAFTER TRIM DETAIL EIN ANE STRAPPINGNCE WITH THE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE SEAL: DATE: 0AL CODE OF CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PK STATE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS MAY 05, 2022 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES PROJECT NO: (' IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM E EO O EE1128-2022THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE LUNLESSTRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTINGDRAUJN BY: SE NOTED ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE N O C yp CHECKED BY: — WOVEN CORNERS THIS SECTION. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �Q� n -°No NaTE P:aA-D TIRE BREAKS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS PER R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE — ' HLL1 NUMBER' T';E 2020 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING WITH WRITTEN PROOF OF PURCHASE. RESIDENTIAL CODE OF STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, — _ f '�Es'+ Y'OPI' STATE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH '—`� � A305 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE 0'F 84 V� MAIN HOUSE CORNICE DETAIL NEW YORK STATE. ONP�-�� Acceptance of these drawings does not authorize the right to build without the authorization SSI DOB NUMBER: of " 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction,